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04-15-2024 City Council Agenda and PacketA.5:30 P.M. - WORK SESSION Note: Unless otherwise noted, work sessions are held in the Fountain Conference Room in the lower level of City Hall and are open to the public. If the City Council does not complete the work session items in the time allotted, the remaining items will be considered after the regular agenda. A.1 Lake Ann Lifeguard Discussion A.2 Review of the proposed Three-Year Economic Development Plan A.3 Laredo Drive Extension Discussion A.4 Bluff Creek Area Sewer Discussion A.5 Newspaper Designation Discussion A.6 Future Work Session Schedule B.7:00 P.M. - CALL TO ORDER (Pledge of Allegiance) C.PUBLIC ANNOUNCEMENTS D.CONSENT AGENDA All items listed under the Consent Agenda are considered to be routine by the city council and will be considered as one motion. There will be no separate discussion of these items. If discussion is desired, that item will be removed from the Consent Agenda and considered separately. City council action is based on the staff recommendation for each item. Refer to the council packet for each staff report. D.1 Approve City Council Special Meeting Work Session Minutes dated March 25, 2024 D.2 Approve City Council Minutes dated March 18, 2024 D.3 Approve City Council Minutes dated March 11, 2024 AGENDA CHANHASSEN CITY COUNCIL MONDAY, APRIL 15, 2024 CITY COUNCIL CHAMBERS, 7700 MARKET BOULEVARD 1 D.4 Receive Planning Commission Minutes dated March 4, 2024 D.5 Receive Park and Recreation Minutes dated February 28, 2024 D.6 Receive Commission on Aging Minutes dated February 16, 2024 D.7 Approve Claims Paid dated April 15, 2024 D.8 Approve 2024 Chanhassen Farmers' Market Agreement D.9 Accept Proposal and Award Professional Service Agreement for the 2024 Annual Pavement Inspection and Condition Rating Services D.10 Approve Acquisition of a permanent Drainage and Utility Easement over a portion of Lot 1, Block 4, Hidden Valley, which has a property address of 8080 Marsh Drive. D.11 Resolution 2024-XX: Call for Assessment Hearing for the 2024 City Pavement Rehabilitation Project No. 24-01 D.12 Resolution 2024-XX: Cooperative Construction Agreement between MnDOT and Chanhassen for the 2024 TH101 Resurfacing Project D.13 Resolution 24-XX; Approve Well Rehabilitation Contracts D.14 Resolution 2024-XX: Approve Fund Transfers and Budget Amendments for Fiscal Year 2023 D.15 Resolution 2024-XX: Approve Interfund Loans for the Fiscal Year 2023 D.16 Resolution 2024-XX: Authorize condemnation of land associated with Galpin Blvd Improvement project D.17 Resolution 2024-XX: Approving Membership into the Hennepin County Fire Chiefs Association. D.18 Ordinance XXX: Amending Lawn Maintenance Standards in the A-2, RR, and RSF Zoning Districts E.VISITOR PRESENTATIONS Visitor Presentations requesting a response or action from the City Council must complete and submit the Citizen Action Request Form (see VISITOR GUIDELINES at the end of this agenda). F.PUBLIC HEARINGS F.1 Approve On-Sale Beer & Wine Liquor License for Moe's of Chanhassen, LLC doing business as Moe's Char House located at 560 West 78th Street G.GENERAL BUSINESS G.1 Consider Preliminary Plat and Site Plan request for Market Street Addition; Redevelopment of the Chanhassen Cinema and Hotel. (Planning Case 24-01) 2 G.2 Consider Resolution 2024-XX: Approving a modification to the Redevelopment Plan for the Downtown Chanhassen Redevelopment Project Area and Approve a Tax Increment Financing Plan for Tax Increment Financing District No. 13 G.3 Ordinance XXX: Consider Preliminary Plat, Site Plan, and Rezoning for Chanhassen Civic Campus H.COUNCIL PRESENTATIONS I.ADMINISTRATIVE PRESENTATIONS I.1 Receive the 2023 Planning Annual Report and 2024 Work Plan I.2 Receive 2023 Park and Recreation Department Annual Report J.CORRESPONDENCE DISCUSSION K.ADJOURNMENT L.ECONOMIC DEVELOPMENT AUTHORITY MEETING L.1 Approve Economic Development Authority Meeting Minutes dated March 11, 2024 L.2 Resolution 2024-XX EDA: Adopt Modification to the Redevelopment Plan for the Chanhassen Redevelopment Project Area and Tax Increment Financing District No. 13 M.ADJOURNMENT N.CLOSED SESSION GUIDELINES FOR VISITOR PRESENTATIONS Welcome to the Chanhassen City Council Meeting. In the interest of open communications, the Chanhassen City Council wishes to provide an opportunity for the public to address the City Council. That opportunity is provided at every regular City Council meeting during Visitor Presentations. Anyone seeking a response or action from the City Council following their presentation is required to complete and submit a Citizen Action Request Form. An online form is available at https://www.chanhassenmn.gov/action or paper forms are available in the city council chambers prior to the meeting. A total of thirty minutes is alloted for Visitor Presentations. Priority is given to Chanhassen residents. An additional thirty minutes may be provided after General Business items are complete at the discretion of the City Council. Anyone indicating a desire to speak during Visitor Presentations will be acknowledged by the Mayor. When called upon to speak, state your name, address, and topic. All remarks shall be addressed to the City Council as a whole, not to any specific member(s) or to any person who is not a member of the City Council. If there are a number of individuals present to speak on the same topic, please designate a spokesperson that can summarize the issue. 3 Limit your comments to five minutes. Additional time may be granted at the discretion of the Mayor. If you have written comments, provide a copy to the Council. Comments may also be emailed to the City Council at council@chanhassenmn.gov. During Visitor Presentations, the Council and staff listen to comments and will not engage in discussion. Council members or the City Manager may ask questions of you in order to gain a thorough understanding of your concern, suggestion or request. Please be aware that disrespectful comments or comments of a personal nature, directed at an individual either by name or inference, will not be allowed. Personnel concerns should be directed to the City Manager. Members of the City Council and some staff members may gather at Tequila Butcher, 590 West 79th Street in Chanhassen immediately after the meeting for a purely social event. All members of the public are welcome. 4 City Council Item April 15, 2024 Item Lake Ann Lifeguard Discussion File No.Item No: A.1 Agenda Section 5:30 P.M. - WORK SESSION Prepared By Jerry Ruegemer, Park and Recreation Director Reviewed By SUGGESTED ACTION Discussion Motion Type N/A Strategic Priority Operational Excellence SUMMARY BACKGROUND At their February 12 meeting, the City Council reviewed the four lifeguard options assembled by Park and Recreation staff. The council's discussion centered around can the city still provide some level of lifeguard staffing at Lake Ann and whether can we do so with flexibility on the days lifeguards are staffed without creating confusion with our Chanhassen community. Lake Ann Beach Lifeguard Service Options Presented: Option #1: No staffed lifeguards or beach monitors. Total Expense: $2,000 Option #2: Beach Monitor on staff from 11:00 a.m. - 6:00 p.m. Total Expense: $10,909.35 Option #3: Closed every Monday during the season and open one less hour per day (in-house staff, open 62 days during the season from 12:00 p.m. - 6:00 p.m.) Total Expense: $39,550.30 Option #4: Same service level as years prior (in-house staff, open 72 days during the season from 5 11:00 a.m. - 6:00 p.m.) Total Expense: $47,323.71 DISCUSSION The council directed staff to pursue Option #3, which included developing program details, staffing manuals, training requirements, and most importantly employee recruitment. Staff established an April 1 deadline to reevaluate the vitality of Option #3 with employment applications received. Listed below were the recruitment options staff explored to secure Lake Ann lifeguards. Career Centers - High Schools (3), Job Boards, Colleges/Universities (13) Job Boards Social Media Post - Facebook, Instagram, X/Twitter - (8) Posts, (3,535) Reach Govdelivery - Chan-Happenings, Park & Recreation Monthly Newsletter (4) Additions, (23,520) Recipients City Website - Lifeguard Position (372) Link Clicks, Lifeguard Coordinator (385) Link Clicks Print Advertising - Southwest News Media (6) Newspapers, (176,000) Recipients 203,812 Total Reach/Contacts With the lack of lifeguard applicants (0 lifeguard, 1 lifeguard coordinator) and the inability to fulfill the requirements of Option #3, staff will be moving on to Option #2, which identified a Beach Monitor to be present at the Lake Ann Beach with the following details: Minimum Hiring Age- 16+ Number of Monitors- Plan to hire 2-3 monitors. This should be enough to create a consistent schedule. Concessions staff could fill in if there’s an absence, illness, etc. Hours- 11 a.m.-6 p.m., Monday-Sunday, Goal is June 8 - August 18 Duties and Responsibilities Greet visitors and provide information on the swimming beach and other facilities at Lake Ann Park Enforce all beach and park safety rules, regulations, and policies in a professional manner Recognize and respond quickly and effectively to all emergency situations Accurately complete accident and incident reports Administer basic and emergency first-aid as needed Resolve concerns and provide excellent customer service to park visitors. The Beach Monitor job description is live now, and staff will monitor the progress of applicants until May 15. If applications are low, the Council may need to consider Option #1. BUDGET RECOMMENDATION ATTACHMENTS Lifeguard Communications Information Lifeguard Hiring Communications Report 2024 Beach Monitor Job Description Presentation 6 7 SOCIAL MEDIA POSTS 1 March 13, 2024 Facebook Reach: 932 Engagements: 4 (3 Reactions | 1 Share) Link Clicks: 5 Instagram Reach: 308 Engagements: 14 (12 likes | 2 Shares) X (Twitter) Reach: 231 Engagements: 2 March 6, 2024 Facebook Reach: 822 Engagements: 6 (3 Reactions | 3 Shares) Link Clicks: 4 Instagram Reach: 347 Engagements: 7 (2 shares | 5 Likes) 8 SOCIAL MEDIA POSTS 2 March 29, 2024 Facebook Reach: 273 Engagements: 0 Link Clicks: 0 Instagram Reach: 267 Engagements: 2 (2 Likes) March 21, 2024 Facebook Reach: 355 Engagements: 3 (2 Reactions | 1 Share) Link Clicks: 0 9 GOVDELIVERY 3 March 13, 2024 Chan-Happenings Recipients: 5,196 Open Rate: 32% (2,551 Total Opens) Clicks to Hiring Link: 15 March 20, 2024 Chan-Happenings Recipients: 5,225 Open Rate: 32% (2,773 Total Opens) Clicks to Hiring Link: 4 10 GOVDELIVERY 4 March 27, 2024 Chan-Happenings Recipients: 5,247 Open Rate: 31% (2,586 Total Opens) Clicks to Hiring Link: 6 March 27, 2024 Parks & Recreation Monthly Newsletter Recipients: 7,852 Open Rate: 54% (6,243 Total Opens) Clicks to Hiring Link: 28 11 PRINT ADVERTISING 5 March 28, 2024 Chanhassen Villager Recipients: 88,000 homes March 21, 2024 Chanhassen Villager Recipients: 88,000 homes 12 JOB DESCRIPTION CITY OF CHANHASSEN Position: Beach Monitor Grade: 5 (Step 1: $15.91/hr.) Department: Park and Recreation Date: April 2024 Objective and Scope Position works 20-35 hours per week and runs from early June through mid-August. Must be able to work days, evenings, weekends & holidays as needed. Must be able to work July 4. Duties and Responsibilities • Greet visitors and provide information on the swimming beach and other facilities at Lake Ann Park. • Enforce all beach and park safety rules, regulations, and policies in a professional manner. • Recognize and respond quickly and effectively to all emergency situations. • Accurately complete accident and incident reports. • Administer basic and emergency first-aid as needed. • Resolve concerns and provide excellent customer service to park visitors. Required Qualifications • Prior work experience required. • Must be at least 16 years old. • Must be able to work July 4. • Must be able to work outdoors, occasionally in adverse weather conditions that are typical of a Minnesota summer. Desired Qualifications • 1+ year(s) experience working in a customer service-oriented role. • Current first-aid and/or CPR certification. Conditions of Employment • Must comply with organizational and department policies This position description does not constitute an employment agreement between the employer and the employee and is subject to change by the employer as the needs of the city and requirements of the job change. The City of Chanhassen is an Equal Opportunity Employer in compliance with the Americans with Disabilities Act. It will provide reasonable accommodations to qualified individuals with disabilities and encourages both prospective and current employees to discuss potential accommodations with the employer. 13 Lake Ann Lifeguards City Council Work Session April 15, 2024 14 February 12 Work Session Option #1: No staffed lifeguards or beach monitor. $2,000. Option #2: Beach monitor on duty Monday-Sunday, 11:00am-6pm, June through mid-August. $10,909.35. Option #3: In-house lifeguards on duty Tuesday-Sunday, 12:00-6pm, June through mid- August. $39,550.30. Option #4: In-house lifeguards on duty Monday-Sunday, 11:00am-6pm, June through mid- August. $47,323.71. Discussion: Can the City provide some level of lifeguard service at Lake Ann beach? Considerations: safety, consistency, staffing Direction: Pursue Option #3, with flexibility on days lifeguards are staffed. Deadline: April 1 15 Option #3 Lifeguard Recruitment School Career Centers1. (3) High Schools, (13) Colleges/Universitiesa. Social Media2. Facebook, Instagram, X/Twittera. (8) posts, (3,535) reachb. GovDelivery3. Chan-Happenings, Park & Recreation Monthly Newslettera. (4) additions, (23,520) recipientsb. 16 Job Sites1. City of Chanhassen website: Lifeguard Position (372) clicks, Lifeguard Coordinator (385) clicks a. GovernmentJobs, League of MN Cities, Indeed, ZipRecruiter, Monster.comb. Print Advertising2. Southwest News Media Newspapers: (6) papers, (176,000) recipientsa. Minnetonka Public Schools Lifeguard Roster3. 203,812 Total Reach/Contacts Option #3 Lifeguard Recruitment, cont. 17 April 1 Lifeguard Status Lifeguard Applicants: 0 Lifeguard Coordinator Applicants: 1 With the lack of lifeguard applicants and inability to fulfill the requirements of Option #3, staff will be moving on to Option #2, which identified a Beach Monitor to be present at the Lake Ann Beach. 18 Beach Monitor Position June 8 - August 18 Monday-Sunday 11am-6pm (peak hours) Greet visitors and provide facility information Enforce all beach and park safety rules Recognize and respond quickly to emergency situations Administer basic and emergency first-aid as needed Resolve concerns and provide customer service Duties and Responsibilities: Number of hires: 2-3 Minimum hiring age: 16+ 19 Beach Monitor Position, cont. June 8 - August 18 Monday-Sunday 11am-6pm (peak hours) Staff will monitor the progress of applicants until May 15. If applications are low, the Council may need to consider Option #1. Current clicks: 70 Current applicants: 1 20 Questions? 21 City Council Item April 15, 2024 Item Review of the proposed Three-Year Economic Development Plan File No.Item No: A.2 Agenda Section 5:30 P.M. - WORK SESSION Prepared By Sam DiMaggio, Economic Development Manager Reviewed By Laurie Hokkanen SUGGESTED ACTION The City Council is asked to review the proposed Three-Year Economic Development Plan and to provide feedback to staff before it moves forward. Motion Type Simple Majority Vote of members present Strategic Priority Development & Redevelopment SUMMARY The City Council is asked to discuss the proposed Three-Year Economic Development Plan. BACKGROUND In 2023, the city contracted with Raftelis, a consulting group that aids local governments in assessing current conditions and planning for improvement for the future, to complete an operational study of all departments across the organization. The goal of this assessment was to review the operations, processes, procedures, and resource levels of the city’s departments, as well as identify what opportunities exist to enhance the efficiency and effectiveness of service delivery and position the city to meet anticipated growth. Raftelis recommended that the city should develop a three-year Economic Development Plan to give guidance to the Economic Development Manager, a new position created in 2022, and set a course for success as this newly-created role develops. 22 The recommendation stated the primary duties of the Economic Development Manager should include the following: Business Outreach - creating a rotation schedule for when the Manager will meet with businesses Developing a database of businesses and properties within Chanhassen (which has already begun) Local Networking - creating relationships with commercial real estate brokers Working with utility organizations and departments to understand what’s available as far as locations Raftelis also recommended that this plan be communicated to the community and city staff and that it should include the following sections: A summary of current economic conditions in the city A regional Strengths, Weaknesses, Opportunities, Threats (SWOT) analysis A strategic action and implementation plan, consistent with other city-wide plans A performance evaluation framework An Economic Resiliency Plan The Economic Development Commission has worked with staff on the development of this plan and recommended the adoption of the plan at their February 13, 2024 meeting. DISCUSSION BUDGET RECOMMENDATION The City Council is asked to review the proposed Three-Year Economic Development Plan and to provide feedback to staff before it moves forward. ATTACHMENTS 2024 Three Year ED Plan.docx 23 Chanhassen Economic Development Strategic Plan Page | 4 24 Chanhassen Economic Development Strategic Plan Page | 2 25 Chanhassen Economic Development Strategic Plan Page | 3 TABLE OF CONTENTS A. EXECUTIVE SUMMARY…………………………...………………………………………………...……….4 B. PURPOSE......................................................................................................................................... 5 C. CURRENT ECONOMIC DEVELOPMENT CONDITIONS ................................................................. 6 1.Population.................................................................................................................................. 6 2.Employment............................................................................................................................... 9 3.Educational………………………………………………………………………………………………13 4. Housing and Household Income………………………………………………………………………14 5. Cost of Living ........................................................................................................................... 16 D. STRENGTHS, WEAKNESSES, OPPORTUNITIES, THREATS (SWOT) ANALYSIS...................... 17 E. STRATEGIC ACTION AND IMPLEMENTATION PLAN .................................................................. 18 Goal 1. Healthy Local Economy....................................................................................................... 18 Goal 2. Community for Life............................................................................................................... 19 Goal 3. Sustainable Infrastructure.................................................................................................... 19 Goal 4. Thoughtful Growth ............................................................................................................... 20 Goal 5. Community Development..................................................................................................... 21 F. PERFORMANCE EVALUATION FRAMEWORK............................................................................. 22 G. ECONOMIC RESILIENCE PLAN.................................................................................................... 23 26 Chanhassen Economic Development Strategic Plan Page | 4 A. Executive Summary Chanhassen has been nationally recognized as one of the best places in America to live. The city’s natural amenities and quality of life are valued by residents and visitors alike. Although having numerous positive attributes, there were weaknesses and threats identified in the SWOT Analysis, completed by the Economic Development Commission (EDC), and in the current statistical data, that if not addressed, could affect Chanhassen and its long-term growth. Economic Development Statistical Information 1. Chanhassen’s senior population, especially those between the ages of 65 and 74, have witnessed the fastest and most significant growth. 2.The average annual salary in Chanhassen is $72,592. a. The second highest employment by industry type is Trade, Transportation, and Utilities, at 17.6%, with average hourly earnings of $25.49 ($53,019 annually). 3. The median housing costs in Chanhassen are 11% higher than the average owner- occupied housing costs in Carver County. Additionally, renter-occupied housing costs are 22% higher than the average renter-occupied housing costs in Carver County. Strengths, Weakness, Opportunity, and Threats (SWOT) Analysis 1.Perceived as resistant to change and not business-friendly (e.g., high city fees), 2.High cost of housing and limited workforce housing, and 3.Neighboring cities have more available land and areas for increased density. Over the next three years, staff will work to ensure developers are bringing in a variety of housing types and styles at various price points. Strategies will also be implemented to create and retain affordable, life-cycle housing which is important as it will ensure that Chanhassen can maintain its goal of being a “community for life”. Chanhassen has a highly educated community with 63.9% of its population 25 years and older having at least a bachelor’s degree in 2021. Staff will work to market vacant or underutilized properties to employers recruiting staff with a bachelor’s degree or higher. The goal of increasing graduate-level jobs is to allow residents to both live and work in Chanhassen. This plan's development, as well as the implementation of the Economic Resiliency Plan, will provide staff and the EDC with a clear vision towards economic success and continued guidance when making decisions, creating policy, and implementing programs. 27 Chanhassen Economic Development Strategic Plan Page | 5 B. PURPOSE In 2023, the city contracted with Raftelis, a consulting group that aids local governments in assessing current conditions and planning for improvement for the future, to complete an operational study of all departments across the organization. The goal of this assessment was to review the operations, processes, procedures, and resource levels of city departments, as well as identify what opportunities exist to enhance the efficiency and effectiveness of service delivery and position the city to meet anticipated growth. The recommendation stated the primary duties of the Economic Development Manager should include the following. Business Outreach - Creating a rotation schedule for when the Manager will meet with businesses and develop a database of businesses and properties within Chanhassen, and; Local Networking - Create relationships with commercial real estate brokers, working with the utility organizations and departments to understand what’s available as far as locations and communicating this information to stakeholders. Raftelis also recommended that the city should develop a three-year Economic Development Plan to give guidance to the Economic Development Manager, whose position was newly created in 2022, and set a course for success as this role continues to develop. This plan is to be communicated to the community and city staff and should include the following sections. A summary of current economic conditions in the city, A regional Strengths, Weaknesses, Opportunities, Threats (SWOT) analysis, A strategic action and implementation plan, consistent with other city-wide plans, A performance evaluation framework, and An Economic Resiliency Plan. 28 Chanhassen Economic Development Strategic Plan Page | 6 C. CURRENT ECONOMIC DEVELOPMENT CONDITIONS The following statistical information was provided to staff by Tim O Neil, Twin Cities Metro Regional Labor Market Analyst with the Minnesota Department of Employment and Economic Development (DEED),his email is timothy.oneill@state.mn.us. 1.POPULATION Carver County is the 11th largest of the 87 counties in the state. Its population has increased over the past decade, ranking Carver County as the fastest-growing county in the state of Minnesota from 2010 to 2022 (Table 1). Table 1. Population Change 2010-2022 Carver County's population is aging, especially as the Baby Boom generation moves through the population pyramid (Figure 1). Table 2. Population by Age Group, 2022 Figure 1. Population Pyramid, 2000-2022 29 Chanhassen Economic Development Strategic Plan Page | 7 The 5-year estimates compiled by the U.S. Census Bureau s American Community Survey (ACS), detailed that Chanhassen s total population increased by approximately 11.2% (+2,574 people) between the 2011 and 2021. Comparatively, Minnesota s total population increased by approximately 7.4% during that period. Chanhassen s senior populations, especially those between the ages of 65 and 74, witnessed the fastest and most significant growth (Table 3). Table 3. Chanhassen Population by Age,2011-2021 The Metropolitan Council (METC) updates its 30-year forecasts at least once per decade. Forecasts indicate when, where,and how much population, household, and job growth the region and its communities can expect. The METC recently shared their updated forecasts for Chanhassen (Table 4) and Carver County (Table 5).Chanhassen is designated as Emerging Suburban Edge, Emerging Suburban Edge. Table 4. METC Chanhassen 2040 Forecast Table 5. METC Carver County 2040 Forecast 30 Chanhassen Economic Development Strategic Plan Page | 8 The race demographics chart (Table 6) offers a visual snapshot of the diverse population that defines the city s collective identity. This chart not only illustrates the distribution of racial groups but also serves as a valuable resource for recognizing the growth of cultural diversity in the community. Table 6. Chanhassen Population Demographics, 2000-2020 Carver County's population is also becoming more racially diverse. Since 2011, the county's white population has increased, but at a slower rate than a number of other races (Table 7 and Figure 2). Table 7. Carver County Population Demographics Figure 2. Carver County Population by Race, 2021 31 Chanhassen Economic Development Strategic Plan Page | 9 2.Employment Coming out of the pandemic, Carver County hasn t fully recovered in the number of jobs (Figure 3), but in 2022, it had the 11th largest economy of the 87 counties in the state. Carver County was the 5th fastest growing in the past year and had the 29th fastest growth since 2019. Figure 3. Industry Employment Statistics, 2007-2022 Table 8. Carver County Industry Figure 4. Change in Jobs, 2021-2022 Employment Statistics, 2022 32 Chanhassen Economic Development Strategic Plan Page | 10 Approximately 36% of Chanhassen residents (residents 16 years of age and older who were working) worked within Chanhassen city limits. Meanwhile, 64% of Chanhassen residents worked outside the city s boundaries (Figure 5). Figure 5.Residents 16+ Workplace Location A smaller percentage of workers in Carver County worked in the same county in which they live compared to the state as a whole. Carver County also had a longer average commute time than the state average. Figure 6. Time leaving home to go to Table 9. Carver County Community Characteristics, 2021 work, 2021 33 Chanhassen Economic Development Strategic Plan Page | 11 According to the Department of Employment and Economic Development s (DEED) Quarterly Census of Employment and Wages (QCEW), the City of Chanhassen had 800 business establishments (Figure 7), supplying 15,459 total jobs in 2022. Figure 7. Chanhassen Employment Trends, 2000-2022 Total payroll for all jobs equaled $1.1 billion, with the average annual wage in Chanhassen is $72,592 (Table 10). Manufacturing is the leading industry in Chanhassen with 29.5%. Coming in second at 17.6% is Trade, Transportation, and Utilities, which is part of the service-providing industries group and includes employment in wholesale, retail, transportation and warehousing, and utilities. These industries have average hourly earnings of $25.49 (Source: https://www.bls.gov/iag/tgs/iag40.htm). Table 10. Chanhassen Industry Statistics, Annual 2022 34 Chanhassen Economic Development Strategic Plan Page | 12 In 2023, the median hourly wage ($25.60) in Region 11 (Figure 8), was higher than the state median hourly wage. Overall, Region 11 had the highest median hourly wage level of the 13 economic development regions in the state. Region 11 Includes the Counties of Caver, Scott, Anoka, Carver, Dakota, Hennepin, Ramsey, Scott, and Washington. Figure 7. MN Economic Development Regions Wages were highest for management occupations ($60.18) and lowest for food preparation and serving-related jobs ($15.29) (Table 11). Table 10. Occupational Employment & Wage Statistics, 2023 35 Chanhassen Economic Development Strategic Plan Page | 13 Moving forward, DEED is predicting the following occupations will be highest in demand. Table 11. Twin Cities Occupations in Demand, 2022 36 Chanhassen Economic Development Strategic Plan Page | 14 3.Educational Attainment Chanhassen s population is highly educated. According to ACS 5-year estimates, in 2021, 98.5% of the city s population 25 years of age and older had a high school diploma or more. This was compared to 93.9% of Hennepin County and 96.2% of Carver County. Additionally, in 2021, 63.9% of Chanhassen s population who were 25 years and older had a bachelor s degree. This was compared to 51.8% of Hennepin County and 49.7% of Carver County (Figure 8). Figure 8. Chanhassen Education Attainment, Population 25 Years and Over, 2021 In Carver County, 95.1%of adults 18 years and over have at least a high school diploma. This is higher than the State of Minnesota, at 92.8%. Carver County also has a high percentage of college educated people with 75.8% compared to the state average of 68% (Figure 9). Figure 9. Educational Attainment, 2021 37 Chanhassen Economic Development Strategic Plan Page | 15 4.Housing & Household Income According to ACS 5-year estimates, Chanhassen had a median household income of $123,566 in 2021. The comparative median household incomes were $107,890 in Carver County and $85,438 in Hennepin County (Figure 10). Figure 10. Household Income Distribution in Chanhassen, 2021 For occupied housing units, the median monthly housing cost in Chanhassen was higher than that of Hennepin and Carver Counties (Figure 11). Figure 11. Median Monthly Housing Costs 38 Chanhassen Economic Development Strategic Plan Page | 16 Chanhassen residents pay more for both owner-occupied and renter-occupied housing (Figure 12). In total, median housing costs in Chanhassen are 11% higher than the average owner-occupied home in Carver County. Additionally, renter-occupied housing costs in Chanhassen are 22% higher than the average renter-occupied housing in Carver County. Figure 12. Owner Vs. Renter Housing Costs, 2021 Chanhassen had approximately 9,406 occupied housing units in 2021, with 8,262 (87.8%) being owner-occupied and 1,144 (12.2%) being renter-occupied. Chanhassen had approximately 488 vacant housing units in 2021 (4.9%). Source:https://data.census.gov/table/ACSST5Y2021.S2501?t=Housing&g=050XX00US27019,27053_160XX00US2710918 In comparison, Hennepin County had 523,528 occupied housing units (63.1% owner-occupied and 36.9% renter-occupied) and approximately 26,726 vacant housing units in 2021 (4.9%). Carver County had 38,213 occupied housing units (82.7% owner-occupied and 17.3% renter-occupied) and approximately 1,602 vacant housing units in 2021 (4.0%). Carver County had a higher median housing value than the state, having the 1st highest value of the 87 counties in 2021. Table 13. Estimated Value of Owner-occupied Housing Units, 2021 . 39 Chanhassen Economic Development Strategic Plan Page | 17 5. Cost of Living In 2021, Carver County had the 2nd highest median household income of the 87 counties in the state. Carver County had a higher median household income than the state and a lower percentage of households with incomes below $50,000. Figure 14. Carver County Income vs. State of MN Income, 2017-2021 Figure 15. Household Incomes, 2021 The cost of living has increased over the past 2 years. In 2022, Carver County had a higher cost of living than the state, with a minimum hourly wage of $17.77 is required for a single person living alone to meet the basic needs and an hourly wage requirement of $20.94 for a typical family with 2 adults and 1 child (see Table 14). Table 14. Basic Needs Costs of Living Estimates, 2022 Figure 16 Household Income of Owner-Occupied vs. Rental Households in Carver County, 2017-2021 40 Chanhassen Economic Development Strategic Plan Page | 18 C. STRENGTHS, WEAKNESSES, OPPORTUNITIES, THREATS (SWOT) ANALYSIS This SWOT Analysis was completed as a collaboration between the Community Development Department and the Economic Development Commission (EDC). CHARACTERISTICS WITHIN CHANHASSEN’S BORDERS: Strengths: The strengths of a city are assessed by looking at characteristics internal to a city, and that impact how it might be viewed by potential businesses, developers, or other economic agents. Weakness: These are also focused on the internal features of a city that have the potential to impact its marketability to businesses, developers, or other economic agents. Can be categorized as real, perceived, or areas of uncertainty. Highly educated community with high-income levels. Full-time Fire Department. Close proximately to the major highway system. Elevated quality of life with access to natural amenities (parks, trails, lakes, etc.). A high number of major attractions (Paisley Park, the Arboretum, and Chanhassen Dinner Theatre) with approximately 350,000 annual visitors. Strong support from the Chamber of Commerce, Buy Chanhassen, Legion, and two Rotary groups. Perceived as resistant to change and not business-friendly (high city fees). Lack of attainable housing and rentals. No cohesive city center and lack of walkability, bike-ability, and public transportation. High land and development costs. Lack of developable land and the remaining parcels will be costly to develop/redevelop. CAN COME FROM OUTSIDE OF CHANHASSEN: Opportunities: A city's future opportunities are approached broadly and strategically. Opportunities are related to the physical elements of the city, market conditions, and real or perceived advantages for the city. Threats: These can be categorized as real, perceived, or unknown. Understanding the underlying issues and causes of a threat, as well as minimizing their impacts, are methods by which their damage to a city can be mitigated. Infill and underutilized properties could be marketed to developers and other local investors (i.e., Mixed-Use). Underutilized parking ramp downtown. Youth and adult education, and incumbent worker training. Location and connectivity to MSP and the MSP/St. Paul International airport. High cost of housing and limited workforce housing. Development, land, and building costs are high. Lack of available workforce, transportation, and land. Increasing interest rates. Refinancing interest rates are high therefore people stay in their homes longer. Neighboring cities have available land and areas for densification. 41 Chanhassen Economic Development Strategic Plan Page | 19 D. Strategic Action and Implementation Plan The City of Chanhassen’s 2040 Comprehensive Plan identified the many reasons why people choose to live and work in the city. These reasons included: A neighborly place with low crime rates, An attractive and walkable downtown, Many community amenities and special attractions, A wide housing stock to accommodate all budgets and stages of life, and A large commercial base so residents can live and work in the community. As part of this three-year plan, it is important to build off these positive attributes as well as to identify new areas where economic development initiatives can be implemented. The incorporation of both aspects will allow the city to maintain its identity while continuing to grow. Goal 1. Healthy Local Economy Every business, job, and institution within the city relies on each other for success. Workers and jobs create ripple effects as people spend money on homes, local goods, and services. Businesses support the local economy through jobs and the potential for spin-off businesses. The city will continue to support businesses with the intention that their economic success will aid in the success of the overall city. STRATEGY: 1. Create a business-friendly environment where current and future businesses are aware of staff, programs, and tools available to assist them through the various stages of business, from entrepreneurship to succession planning. 2. Attract employers who require employees to have a bachelor’s degree or higher to utilize the available highly educated local workforce (Figure 4). OBJECTIVE: 1. Continue the Business Retention and Expansion (BR&E) Program and Survey. 2. Educate the business community on the resources available to them. 3. Market incentives to attract high-wage/front-of-the-house jobs requiring at least a bachelor’s degree or higher. TACTIC: 1. Schedule monthly one-on-one meetings with local business owners and/or operators. 2. Businesses will be encouraged to complete the BR&E Survey and their responses will be compiled in SourceLink Pro. 3. The “Businesses” section on the website will be built out to include tools and resources for local businesses. 42 Chanhassen Economic Development Strategic Plan Page | 20 Goal 2. Community for Life The motto for the City of Chanhassen is “A community for life”, therefore the city must work to ensure the availability of a variety of housing opportunities for residents of all races/ethnicities, income levels, and stages of life. By growing and maintaining a variety of housing types and styles, more residents will be able to live and work in Chanhassen. STRATEGY: 1. Retain Naturally Occurring Affordable Housing (NOAH) for homeowners and renters. NOAH refers to residential properties that are typically older housing stock which are less desirable and therefore more affordable for renting or purchasing. 2. Encourage zoning for a diversity of housing types and styles. Diverse housing types such as apartments, townhouses, and twin homes require less energy to build, heat, and cool, have a lower impact on the environment, and are generally more affordable. OBJECTIVE: 1. Maintain the quality of existing naturally occurring affordable housing by providing funding to property owners to complete updates to their property while keeping it affordable to the community. 2. Promote density through planning initiatives such as mixed-use developments and/or increased density for development projects that contain a certain level of affordable units. TACTIC: 1. Utilize $300,000 in Metropolitan Council (METC) funds to create a program that will aid local NOAH homeowners and/or rental property owners to utilize funds to complete updates to the property. 2. Staff will continue to share vacant or underutilized properties and their future zoning classifications with developers. Goal 3. Sustainable Infrastructure The purpose of sustainable infrastructure (roads, water, sewers, fiber, etc.) is to support the city’s current residents, but it will also benefit future generations. The city must be mindful as we maintain and develop infrastructure to ensure that the current and future needs of the community are met. A common development/developer dilemma is the high development fees associated with extending public water and sewer infrastructure. STRATEGY: 1. Inform businesses and developers on the history of the city’s sewer and water infrastructure as well as on the current Sewer Availability Charge (SAC) and the Water Availability Charge (WAC) fee structure. 43 Chanhassen Economic Development Strategic Plan Page | 21 OBJECTIVE: 1. Educate property owners, developers, leasing agents, and business owners on the purpose of the SAC/WAC fee and how this could affect them as their business grows or as their property changes use in a way that creates more demand on the sewer and wastewater systems. TACTIC: 1.Create a webpage and/or market current webpage(s) that provides information on the development fees for new and expanding businesses in Chanhassen. 2.Work with relevant departments to develop a policy related to the SAC/WAC fee so it’s clear to the business community and property owners how the units are used, recorded, and/or reused. 3.Staff will market resources to property owners that can help mitigate the burden of these fees as their parcels change use or get significantly redeveloped. Goal 4. Thoughtful Growth By promoting thoughtful growth, the city can tailor new and infill projects to meet the long-term goals of the community. Building for the future of Chanhassen will prevent costly redevelopments in the future and lead to higher levels of resident satisfaction. Priority should be placed on identifying ways to increase density and local connections without compromising quality. A walkable city, with purposeful development choices, will accommodate the growing population and attract a younger generation of residents. STRATEGY: 1. Increase knowledge of available commercial/industrial infill sites throughout the city. 2. Promote redevelopment of underutilized or under-performing parcels. 3. Convenience draws people to places, and having neighborhood businesses just a short walk or a bike ride away is a draw for current and new residents. OBJECTIVE: 1. Staff will identify and connect with commercial property owners to discuss the possibility of infill and/or redevelopment. 2. Staff will work to educate property owners on the location of utilities and how that could affect future development. 3. Increase pedestrian connections and focus on keeping amenities within a walkable distance. 44 Chanhassen Economic Development Strategic Plan Page | 22 TACTIC: 1. All commercial/industrial infill lots will be identified, and staff will contact the current owners of these parcels to discuss their plans for the site. 2. Staff will request that developers add or expand sidewalks and trails with the land use development or improvements. Goal 5. Community Development The League of Minnesota Cities states the following about Community Development: “Cities must constantly respond to a changing environment. To create vibrant places for residents to live, work and play, cities regulate the use of land within their boundaries, use tools to assist in ensuring housing stock for residents, and to attract and support business for economic growth.” When community development is effective, there is less crime, less disparity between citizens, better jobs available, a more talented workforce, and fewer overall issues that impact residents. Community development doesn’t necessarily solve problems in a city; but it will reduce problems and increase growth opportunities. Without community development, both economic and business development suffer greatly. STRATEGY: 1. Increase the sense of community by celebrating local businesses. OBJECTIVE: 1.Local businesses will work together to build an ecosystem where they feel supported by each other and the community. 2.Encourage residents to shop locally and support locally owned businesses. TACTIC: 1. The city will aid in the promotion of a yearly Small Business Saturday event through business outreach and creating public-facing resources and branded materials. 2. Consider adding additional local business events such as Manufacturing or Restaurant Week or other programs that increase a positive business-friendly ecosystem. 3. The city will facilitate introductions between business owners and will add quarterly business meetings/tours. 45 Chanhassen Economic Development Strategic Plan Page | 23 E. Performance Evaluation Framework A. Healthy Local Economy Timeline Tracking/Reporting 1. Schedule monthly one-on-one meetings with local business owners and/or operators. On-Going Annual Report 2. Businesses will be encouraged to complete the BR&E Survey and their responses will be compiled in SourceLink Pro. On-Going Annual Report 3. The “Businesses” section on the website will be built out to include tools and resources for local businesses. 09/2024 This will be presented to the EDC on or before October 2024 B. Community for Life Timeline Tracking/Reporting 1. Utilize $300,000 in Metropolitan Council (METC) funds to create a program that will aid local NOAH rental property owners to utilize funds to complete updates to the property. 06/2024 This will be presented to the EDC on or before June 2024 2. Staff will continue to share vacant or underutilized properties and their future zoning classifications with developers. On-Going Annual Report C. Sustainable Infrastructure Timeline Tracking/Reporting 1. Create a webpage and/or market current webpage(s) that provides information on the development fees for new and expanding businesses in Chanhassen. 06/2025 This will be presented to the EDC on or before July 2025 2. Work with relevant departments to develop a policy related to the SAC/WAC fee so it’s clear to the business community and property owners how the units are used, recorded, and/or reused. 05/2024 This will be presented to the EDC and CC on or before July 2024 3. Staff will market resources to property owners that can help mitigate the burden of these fees as their parcels change use or get significantly redeveloped. 12/2024 This will be presented to the EDC on or before January 2025 D. Thoughtful Growth Timeline Tracking/Reporting 1. All commercial/industrial infill lots will be identified, and staff will connect with the current owners of these parcels to discuss their plans for the site and potential use options. 12/2026 Annual Report 2. Staff will request that developers add or expand sidewalks and trails with the land use development or improvements. On-Going Annual Report E. Community Development Timeline Tracking/Reporting 1. The city will aid in the promotion of a yearly Small Business Saturday event through business outreach and creating public- facing resources and branded materials. On-Going Annual Report 2. Consider adding additional local business events such as Manufacturing or Restaurant Week or other programs that increase a positive business-friendly ecosystem. On-Going Annual Report 3. The city will work to introduce business owners to each other and will add quarterly business meetings/tours. On-Going Annual Report 46 Chanhassen Economic Development Strategic Plan Page | 24 F. Economic Resilience Plan Resilience is an overarching theme that ties an economic development plan together. The resilience of a community or an economy is defined as “the capability to anticipate risk, limit impact, and bounce back rapidly through survival, adaptability, evolution, and growth in the face of turbulent change”(NADO Research Foundation) and the Federal Economic Development Administration (EDA) also defines economic resiliency as “the ability of an area to prevent, withstand, and quickly recover from major disturbances to its underlying economic base.” Staff has identified the following strategies to aid the business community and residents with a higher level of resiliency: 1. Promote public and private investments in the community to promote and sustain the creation and retention of local businesses. 2. Create more opportunities for entrepreneurs to start new businesses. 3. Partner with the planning department to develop and implement areas within the 2050 Comprehensive Plan to promote balanced development including affordable housing and ownership options for young families and seniors to create intergenerational housing options. 4. Redevelop underutilized buildings, particularly targeting the Central Business District to create a true downtown. 5. Increase and modernize parking spaces downtown and utilize the existing parking provided by Southwest Transit. 6. Partner with the planning department to design and install wayfinding street signs that are more visible for drivers and easy to read that will inform about local tourist attractions and destinations. 7. Encouraging diversification of industries and sectors to reduce oversaturation of industries or businesses. This helps spread risks and enhances overall resilience. 8. Promoting innovation and the adoption of new technologies to drive economic growth and competitiveness. 9. Building partnerships with businesses, communities, and other stakeholders to create a collaborative and coordinated approach to economic resilience. 47 City Council Item April 15, 2024 Item Laredo Drive Extension Discussion File No.N/A Item No: A.3 Agenda Section 5:30 P.M. - WORK SESSION Prepared By Charlie Howley, Director of Public Works/City Engineer Reviewed By Laurie Hokkanen SUGGESTED ACTION N/A Motion Type N/A Strategic Priority Development & Redevelopment SUMMARY Staff will review with City Council a conceptual layout for the future extension of Laredo Drive south of the Chan Market Street Addition development. BACKGROUND N/A DISCUSSION N/A BUDGET N/A 48 RECOMMENDATION N/A ATTACHMENTS 49 City Council Item April 15, 2024 Item Bluff Creek Area Sewer Discussion File No.N/A Item No: A.4 Agenda Section 5:30 P.M. - WORK SESSION Prepared By Charlie Howley, Director of Public Works/City Engineer Reviewed By Laurie Hokkanen SUGGESTED ACTION N/A Motion Type N/A Strategic Priority Development & Redevelopment SUMMARY Staff will give Council an overview of a potential sanitary sewer service plan for the area around Bluff Creek Drive and Hwy 212. BACKGROUND N/A DISCUSSION N/A BUDGET N/A 50 RECOMMENDATION N/A ATTACHMENTS 51 City Council Item April 15, 2024 Item Newspaper Designation Discussion File No.Item No: A.5 Agenda Section 5:30 P.M. - WORK SESSION Prepared By Laurie Hokkanen, City Manager Reviewed By SUGGESTED ACTION Discussion item Motion Type N/A Strategic Priority N/A SUMMARY BACKGROUND The City Council adopts an organizational resolution at the first meeting of each year, which satisfies the requirement to annually designate an official newspaper for posting public notices. In January 2024, the City Council designated the Chanhassen Villager as the City’s official newspaper. On April 4, 2024, the Chanhassen Villager notified the city that they, along with all Southwest News Media newspapers, will cease operations at the end of this month. Therefore, the City Council needs to designate a new official newspaper. City staff contacted Adams Publishing Group (the Patriot and Sun Sailor) and the Star Tribune and obtained pricing information for public notices. APG covers local news and events for cities within Carver and Hennepin County and the Star Tribune covers local news and events for the entire Minneapolis-St. Paul metropolitan area. All three publications meet the statutory requirements of a 52 qualified newspaper. https://www.hometownsource.com/sun_sailor/ https://www.hometownsource.com/sun_patriot/community/waconia/ https://www.startribune.com/local/ DISCUSSION Newspapers published by Southwest News Media will cease operation on April 27. The final editions of the Chaska Herald, Chanhassen Villager and Jordan Independent will be published on Thursday, April 25. The last publication day for the Shakopee Valley News, Prior Lake American, Savage Pacer and Southwest Saturday will be Saturday, April 27. Legal publishing and advertising orders for the Chanhassen Villager will still be accepted for editions dated April 11, 18 and 25. Many newspapers throughout the country have been challenged during the past decade or longer by changing lifestyle habits, especially by the dramatic shift in advertising revenue from local print publications to digital options. The COVID-19 pandemic took a significant toll on newspaper businesses as well, with advertising revenue falling 25% to 50%. Local advertising revenue is the primary revenue source for most weekly newspapers, including those published by Southwest News Media. BUDGET The city paid $8.06 per inch for publications with the Chanhassen Villager. APG is willing to match the price of $8.06 per inch, and the Star Tribune is offering a discounted rate of $1.58 per line (approximately $17.90/inch) if the city designates the Star Tribune as its official newspaper. Chanhassen Villager $8.06 per inch APG $8.06 per inch Star Tribune $17.90 per inch * *Star Tribune charges $1.58/line, which equals approximately $17.90 per inch RECOMMENDATION The City Council should discuss and provide direction. A new official newspaper will be designated via Resolution on the April 22, 2024 Council agenda. ATTACHMENTS City of Chanhassen 20204 Bid Letter APG - Sun Sailor 53 54 City Council Item April 15, 2024 Item Future Work Session Schedule File No.Item No: A.6 Agenda Section 5:30 P.M. - WORK SESSION Prepared By Kim Meuwissen, City Clerk Reviewed By Laurie Hokkanen SUGGESTED ACTION N/A Motion Type N/A Strategic Priority N/A SUMMARY The City Council is tentatively scheduled to hold the following work sessions: April 22, 2024 SouthWest Transit Update Downtown Design Guidelines Draft Plan Review May 13, 2024 Road Funding Discussion May 20, 2024 SAC and WAC Policy Discussion June 10, 2024 55 June 24, 2014 Consider Draft Recommendations Updating SAC/WAC Policy 2025 Preliminary Budget and Levy Discussion City Council Roundtable Pending items: Audit Presentation (May 13 or 20) Police and Fire Staffing Levels BACKGROUND Staff or the City Council may suggest topics for work sessions. Dates are tentative until the meeting agenda is published. Work sessions are typically held at 5:30 pm in conjunction with the regular City Council meeting, but may be scheduled for other times as needed. DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS 56 City Council Item April 15, 2024 Item Approve City Council Special Meeting Work Session Minutes dated March 25, 2024 File No.Item No: D.1 Agenda Section CONSENT AGENDA Prepared By Kim Meuwissen, City Clerk Reviewed By SUGGESTED ACTION "The Chanhassen City Council approves the City Council special meeting work session minutes dated March 25, 2024." Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION 57 ATTACHMENTS March 25, 2024 Special Meeting Work Session Minutes 58 CHANHASSEN CITY COUNCIL WORK SESSION MINUTES MARCH 25, 2024 Mayor Ryan called the work session to order at 5:30 p.m. COUNCIL MEMBERS PRESENT: Mayor Ryan, Councilman McDonald, Councilwoman Schubert, Councilman von Oven, and Councilman Kimber. COUNCIL MEMBERS ABSENT: None. STAFF PRESENT: Matt Unmacht, Assistant City Manager; Charlie Howley, Public Works Director/City Engineer; Eric Maass, Community Development Director; and Kim Meuwissen, City Clerk. PUBLIC PRESENT: Bob Loken, ESG Architects Nick Asta, Roers Companies Peter Schroeder, Roers Companies Ryan Samsa, Roers Companies (via Teams) Judy Harder, 541 West 78th Street Debbie Lloyd, 7302 Laredo Drive Janet Paulson, 7305 Laredo Drive Linda Paulson, 7603 Frontier Trail Stephen Kish, 740 Bighorn Drive ARCHITECTURE DISCUSSION – CHANHASSEN CINEMA AND COUNTRY INN & SUITES REDEVELOPMENT PROPOSAL Community Development Director Eric Maass presented a review of the proposed project. Bob Loken, Roers Companies, presented architectural design revisions in response to the feedback received from the last work session. He shared slides of the different building elevations showing the suggested changes compared to the original submittal. The color scheme of the east building was revised to relate to the color scheme of the west building. Mayor Ryan invited the city council to respond to the proposed changes shown in the presentation. Overall, the city council appreciated the changes; however, concern was expressed regarding the flatness of the south elevation of the west building. Mr. Loken responded that they could come back with additional modifications to this elevation. Additionally, the elevations as presented were stripped of landscaping elements which tend to provide an improved visual effect. Mayor Ryan thanked Mr. Loken for the presentation and announced that the discussion would continue at the April 15 work session. 59 City Council Work Session Minutes –March 25, 2024 2 FUTURE WORK SESSION SCHEDULE April 15, 2024 Chanhassen Cinema and Hotel Architecture Discussion Highway 5 Update City Manager Performance Review (CLOSED SESSION) April 22, 2024 SouthWest Transit Update Discuss Proposed Three-Year Economic Development Plan Downtown Design Guidelines Draft Plan Review April 29, 2024 (special meeting) Civic Campus Update May 13, 2024 Road Funding Discussion May 20, 2024 SAC and WAC Policy Discussion June 10, 2024  June 24, 2024 2025 Preliminary Budget and Levy Discussion Consider Draft Recommendations Updating SAC/WAC Policy Discussion City Council Roundtable Pending Items: Audit Presentation (May 13 or 20) Mayor Ryan adjourned the work session at 6:10 p.m. Submitted by Laurie Hokkanen City Manager Prepared by Kim Meuwissen City Clerk 60 City Council Item April 15, 2024 Item Approve City Council Minutes dated March 18, 2024 File No.Item No: D.2 Agenda Section CONSENT AGENDA Prepared By Kim Meuwissen, City Clerk Reviewed By SUGGESTED ACTION "The Chanhassen City Council approves the City Council minutes dated March 18, 2024." Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS March 18, 2024 City Council Work Session Minutes 61 March 18, 2024 City Council Regular Meeting Minutes 62 CHANHASSEN CITY COUNCIL WORK SESSION MINUTES MARCH 18, 2024 Mayor Ryan called the work session to order at 5:30 p.m. COUNCIL MEMBERS PRESENT: Mayor Ryan, Councilman McDonald, Councilwoman Schubert, Councilman von Oven, and Councilman Kimber. COUNCIL MEMBERS ABSENT:None. STAFF PRESENT: Laurie Hokkanen, City Manager; Matt Unmacht, Assistant City Manager; Charlie Howley, Public Works Director/City Engineer; Eric Maass, Planning Director; Sam DiMaggio, Economic Development Manager; and Kim Meuwissen, City Clerk. PUBLIC PRESENT: Brian Grogan, Moss & Barnett Bob Loken, ESG Architects Nick Asta, Roers Companies Judy Harder, 541 West 78th Street BROADBAND/INTERNET UPDATE AND DISCUSSION Assistant City Manager Matt Unmacht introduced Attorney Brian Grogan from Moss & Barnett who assists the city with the complex issues with franchise agreements. Mr. Grogan reviewed the three franchise issues the city is currently working on: Mediacom (currently holds a franchise), MetroNet (currently holds a franchise but has not proceeded), and Comcast (considering a franchise). He provided a regulatory overview, that residents/businesses desire high-speed broadband due to changing needs, the impact on the right-of-way for the city, how local, state, and federal law apply to telephone, broadband, and cable, the availability of state and federal funding for broadband expansion, and pending legislation. Mr. Grogan reviewed the existing Mediacom franchise agreement which expired in December 2023 but has been extended through August 26, 2024. Current renewal issues include the requirement of providing a line extension to Hesse Farms, a 10-year term, and a PEG fee increase. Mr. Grogan reviewed the MetroNet franchise agreement and a fiber agreement that was granted on August 23, 2021, and expires in October 2031. Cable system construction has not started in the city and MetroNet is no longer interested in providing cable service, just broadband service. As a result, they would like the city to terminate their franchise agreement. However, the city is proposing a settlement agreement to terminate the franchise agreement but require MetroNet to comply with the existing fiber agreement which provides that fiber be connected to city buildings. Mr. Grogan stated that Comcast has approached the city verbally requesting a cable franchise to build out the entire city. A franchise application timeline was presented based on statutory regulations. It is anticipated that by the end of 2024, Comcast will have a franchise agreement and have started construction, Mediacom will renew their franchise agreement and compete for 63 City Council Work Session Minutes – March 18, 2024 2 the same services, and MetroNet will attempt to provide broadband service including constructing fiber to city buildings. Mr. Grogan added that the city has remained open to all three providers. The city council expressed concern about Comcast following through with building out the city. Mr. Grogan explained that the contract with Comcast would include the exact locations to be built out. The city council also asked if the market would support the competition between the two providers. Mr. Grogan explained that broadband is a growing industry and in high demand. The city council asked about the impact of the wireless option competition. Mr. Grogan responded that it is an option for some. The city council also asked if a franchise agreement requires providing broadband and is it Comcast’s intent to provide these services? Mr. Grogan responded that Comcast would provide the entire suite of services which include telephone, cable TV and streaming, broadband, and a mobile option in partnership with Verizon. He guessed that Comcast would provide fiber to neighborhoods to serve clusters of homes. The resolution to extend Mediacom’s franchise agreement to August 26, 2024 is scheduled to be approved at tonight’s regular city council meeting. ARCHITECTURE DISCUSSION – CHANHASSEN CINEMA AND COUNTRY INN & SUITES REDEVELOPMENT PROPOSAL Planning Director Eric Maass introduced Bob Loken and Ryan Samsa of ESG Architects. Mr. Maass presented slides showing the elements to be reviewed including building color palettes, balcony options, window options, commercial entries (doors/windows, awnings, door handles, signage), and material as undulation, to obtain city council feedback on these features. Bob Loken of ESG Architects stated that the goal of the design is to break down the building into different masses/volumes to look like separate buildings to build visual interest and not look monolithic, as well as balance the contemporary vision of city hall. Ryan Samsa of ESG Architects presented a three-dimensional model of the buildings. He added that the goal is for the two buildings to look like siblings and not twins. Mr. Maass presented slides showing the alternative color schemes (champagne, platinum and bronze, and Brandywine) and asked the city council for a general color palette preference. The city council preferred the platinum and bronze model. Mr. Maass presented slides showing balcony and window options for city council discussion. Mayor Ryan recessed the work session at 6:55 p.m. Mayor Ryan reconvened the work session at 7:23 p.m. Mr. Maass reviewed the Chanhassen Cinema and Country Inn & Suites architecture presentation and asked the city council if there were any specific elements they wished to discuss. The city council expressed concern about the east building’s flat appearance from the south and asked that the same architectural elements from the west building be considered. Mr. Loken provided the next steps and the changes they will make before the next presentation on March 25. 64 City Council Work Session Minutes – March 18, 2024 3 DISCUSS COMMISSION APPOINTMENTS City Manager Laurie Hokkanen explained how candidates are solicited and appointed by the Carver County Board of Commissioners to the Riley Purgatory Bluff Creek Watershed District Management Board and that traditionally the city has not had any input in the process. Ms. Hokkanen stated most of the city is located within the Riley Purgatory Bluff Creek Watershed District (RPBCWD) and she was approached by the RPBCWD District Administrator as to whether the city would be interested in getting involved in soliciting and recommending candidates to the Carver County Board for appointment. She added that the work that the RPBCWD does is very important and highly integrated with the work the city does, and it is vital to have a good relationship with them to accomplish shared goals. Ms. Hokkanen informed the city council that approximately two-thirds of metro cities are involved in the nomination process of watershed district managers. If the city council should choose to change the current nomination and application process, Ms. Hokkanen recommended that the city use a process like what is currently used for city commission appointments by advertising the opening, interviewing candidates, and recommending three candidates to the Carver County Board of Commissioners to interview and appoint to the RPBCWD. The city council discussed the options and directed staff to move forward with the city becoming involved in the appointment process. SHORT-TERM RENTAL ORDINANCE UPDATE MEMO As stated in the staff report for this item, Planning Director Eric Maass explained that there would not be a presentation and that if the city council had any feedback on the proposed ordinance, they should have contacted Planner Rachel Jeske. The city council accepted the recommendation in the staff report without any further discussion. MISSING MIDDLE HOUSING LEGISLATION City Manager Laurie Hokkanen referenced emails and the most recent Message from the Mayor concerning the pending legislation on affordable housing. Mayor Ryan indicated that if this legislation passes, the city’s comprehensive plan will no longer apply which means there will be no opportunity to solicit and obtain resident feedback. Mayor Ryan stated that her Message from the Mayor email was met with a supportive response from the residents. On Thursday, March 21, the Chanhassen Villager will also publish a letter to the Editor from the mayors of Victoria, Chanhassen, Chaska, and Carver to make residents aware of this legislation. CITY COUNCIL ROUNDTABLE Mayor Ryan referenced a recent citizen action request concerning communication from the city. Communications Manager Ari Lyksett presented the February 2024 Communications Report. City Manager Laurie Hokkanen added that copies of postcards sent to residents would be included in future City Council Correspondence Packets. Following city council discussion on this topic, staff were commended for their communication efforts to date, and directed to continue to explore options to improve the city’s communication efforts. Councilwoman Schubert asked about the status of installing charging stations in Chanhassen. City Manager Laurie Hokkanen responded there are no updates at this time due to uncertainty in the market. Ms. Hokkanen added that the city is currently working on applying for a state grant that would cover approximately half of the solar panels needed for the new city hall building. 65 City Council Work Session Minutes –March 18, 2024 4 FUTURE WORK SESSION SCHEDULE April 15, 2024 (meeting rescheduled from April 8) Downtown Design Guidelines Draft Plan Review Highway 5 Update City Manager Performance Review (CLOSED SESSION) April 22, 2024 SouthWest Transit Update May 13, 2024 Road Funding Discussion May 20, 2024 SAC and WAC Policy Discussion June 10, 2024  June 24, 2024 Consider Draft Recommendations Updating SAC/WAC Policy Discussion 2025 Preliminary Budget and Levy Discussion City Council Roundtable Pending Items: Audit Presentation (May 13 or 20) Mayor Ryan adjourned the work session at 8:45 p.m. Submitted by Laurie Hokkanen City Manager Prepared by Kim Meuwissen City Clerk 66 CHANHASSEN CITY COUNCIL REGULAR MEETING MINUTES MARCH 18, 2024 Mayor Ryan called the meeting to order at 7:00 p.m. The meeting was opened with the Pledge of Allegiance. COUNCIL MEMBERS PRESENT: Mayor Ryan, Councilman McDonald, Councilwoman Schubert, Councilman von Oven, and Councilman Kimber. COUNCIL MEMBERS ABSENT:None. STAFF PRESENT: Laurie Hokkanen, City Manager; Matt Unmacht, Assistant City Manager; Charlie Howley, Public Works Director/City Engineer; Eric Maass, Planning Director; Andrew Heger, Fire Chief; Ari Lyksett, Communications Manager; Amy Schmidt, City Attorney; and Kim Meuwissen, City Clerk. PUBLIC PRESENT: Linda Paulsen, 7603 Frontier Trail PUBLIC ANNOUNCEMENTS: 1. Swearing-in Ceremony for Fire Chief Andrew Heger Mayor Ryan welcomed Fire Chief Andrew Heger and his family to the City of Chanhassen and the fire department. Chief Heger completed a swearing-in ceremony. He thanked the City of Chanhassen and other individuals for this opportunity. 2. Invitation to the 2024 Easter Egg Candy Hunt Mayor Ryan shared that the 2024 Easter Egg Candy Hunt would take place on March 30 at 9:00 a.m. or 10:30 a.m. at City Center Park. CONSENT AGENDA: Councilman McDonald moved, and Councilman Kimber seconded that the City Council approve the following consent agenda items 1 through 6 pursuant to the City Manager’s recommendations: 1. Approve City Council Work Session Minutes dated February 26, 2024 2. Receive Environmental Commission Minutes dated January 10, 2024 3. Approve Claims Paid dated March 18, 2024 4. Award Contract for 2024 Pothole Patching to Northwest Asphalt, Inc. 5.Resolution 2024-16:Mediacom Cable Television Franchise – Extension to August 26, 2024 67 City Council Minutes –March 18, 2024 2 6.Appointment to the Environmental Commission All voted in favor,and the motion was carried unanimously with a vote of 5 to 0. VISITOR PRESENTATIONS. Linda Paulson, 7603 Frontier Trail, asked how the City Council responds to the citizen action request forms. She stated older residents do not use social media to receive communication from the City of Chanhassen. She claimed there was only one communication in the Chanhassen Villager regarding the tax increment financing and insufficient communication with the residents. She stated residents in the older part of Chanhassen were unaware of the Roers development. PUBLIC HEARINGS.None. GENERAL BUSINESS.None. COUNCIL PRESENTATIONS.None. ADMINISTRATIVE PRESENTATIONS.None. CORRESPONDENCE DISCUSSION. 1.February 2024 Communications Report Councilman von Oven moved, and Councilwoman Schubert seconded to adjourn the meeting. All voted in favor,and the motion was carried unanimously with a vote of 5 to 0. The City Council meeting was adjourned at 7:18 p.m. Submitted by Laurie Hokkanen City Manager Prepared by Kim Meuwissen City Clerk 68 City Council Item April 15, 2024 Item Approve City Council Minutes dated March 11, 2024 File No.Item No: D.3 Agenda Section CONSENT AGENDA Prepared By Kim Meuwissen, City Clerk Reviewed By SUGGESTED ACTION "The Chanhassen City Council approves the City Council minutes dated March 11, 2024." Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS City Council Work Session Minutes dated March 11, 2024 69 City Council Regular Meeting Minutes dated March 11, 2024 70 CHANHASSEN CITY COUNCIL WORK SESSION MINUTES MARCH 11, 2024 Mayor Ryan called the work session to order at 5:30 p.m. COUNCIL MEMBERS PRESENT: Mayor Ryan, Councilman McDonald, Councilwoman Schubert, Councilman von Oven, and Councilman Kimber. COUNCIL MEMBERS ABSENT:None. STAFF PRESENT: Laurie Hokkanen, City Manager; Matt Unmacht, Assistant City Manager; Charlie Howley, Public Works Director/City Engineer; Eric Maass, Planning Director; Kelly Grinnell, Finance Director; Jerry Ruegemer, Park and Recreation Director; Sam DiMaggio, Economic Development Manager; Rachel Jeske, Planner; and Rick Rice, IT Manager. PUBLIC PRESENT: Judy Harder, 541 West 78th Street Liz Williams, 7611 Kiowa Avenue COMMISSION INTERVIEWS The City Council interviewed the following commission applicants: Barbara Solum Gwendolyn Block Jim Camarata Phyllis Mobley Sidney Lindmark David Benedict DISCUSS COMMISSION APPOINTMENTS The City Council reviewed all the commission candidates and determined their appointments. The City Council staff report was updated with the candidates chosen for appointment. DOWNTOWN DESIGN GUIDELINES AND WAYFINDING PROJECTS OPEN HOUSE SUMMARY Planning Director Eric Maass provided a summary of the open house and the feedback received from the public which was summarized in the staff report for this item. Staff had been tasked to research the potential for a dedicated bike lane within the downtown area and presented the recommendation that it be on the north side of West 78th Street. Staff outlined existing infrastructure specific to elevated or tunnel crossings to get south of Highway 5 and how that could inform bike lane locations. Public Works Director/City Engineer Charlie Howley indicated that the bike lanes would be truly dedicated as bike lanes and not a shared-use path. He questioned whether there is enough volume to warrant such a need but stated that staff is supportive of dedicated bike lanes. Mr. 71 City Council Work Session Minutes –March 11, 2024 2 Howley also stated that bike lanes need to be evaluated along Highway 5 and that the concept shown was derived from considering current crossings of Highway 5. He added that Kerber Boulevard is one example of a striped bike lane. Mr. Howley asked the City Council to direct staff on where bike lanes might be appropriate. The City Council generally agreed with staff’s rationale for the location of a bike lane if one were to be added in the future. FUTURE WORK SESSION SCHEDULE March 18, 2024 Broadband/Internet Update and Discussion Discuss Proposed Three-Year Economic Development Plan City Council Roundtable City Manager Performance Review (CLOSED SESSION) April 8, 2024 Downtown Design Guidelines Draft Plan Review Highway 5 Update April 22, 2024  May 13, 2024 Road Funding Discussion May 20, 2024 SAC and WAC Policy Discussion June 10, 2024  June 24, 2024 Consider Draft Recommendations Updating SAC/WAC Policy Discussion 2025 Preliminary Budget and Levy Discussion City Council Roundtable Pending Items: Broadband Service Audit Presentation (May 13 or 20) Mayor Ryan adjourned the work session at 6:50 p.m. Submitted by Laurie Hokkanen City Manager Prepared by Kim Meuwissen City Clerk 72 CHANHASSEN CITY COUNCIL REGULAR MEETING MINUTES MARCH 11, 2024 Mayor Ryan called the meeting to order at 7:00 p.m. The meeting was opened with the Pledge of Allegiance. COUNCIL MEMBERS PRESENT: Mayor Ryan, Councilman McDonald, Councilwoman Schubert, Councilman von Oven, and Councilman Kimber. COUNCIL MEMBERS ABSENT:None. STAFF PRESENT: Laurie Hokkanen, City Manager; Matt Unmacht, Assistant City Manager; Eric Maass, Planning Director; Charlie Howley, Public Works Director/City Engineer; Jerry Ruegemer, Parks and Recreation Director; Kelly Grinnell, Finance Director; Samantha DiMaggio, Economic Development Manager; Rick Rice, IT Manager; Andrea McDowell- Poehler, City Attorney;and Rachel Jeske, Planner PUBLIC PRESENT: Liz Williams, 7611 Kiowa Avenue Al Sherwood, 2182 Stone Creek Drive Linda Paulson, 7603 Frontier Trail Andrew Klinkner, 7606 Kiowa Avenue George Beniek, 412 West 76th Street Woodrow Piner, North Central States Regional Council of Carpenters, 700 Olive St., St. Paul Mike Leonard, 8129 Stone Creek Drive Mark Frisbee, 7460 Longview Circle Mark Engebretson, 7605 Iroquois Bill Maloney, 7211 Frontier Trail Sue Ribe, 541 West 78th Street Anna Erickson, 18658 Kristie Lane, Eden Prairie Bob Loken, ESG Architecture & Design, 500 Washington Avenue S Ste 1080, Minneapolis Joan Demeter, 8203 Marsh Drive Nick Asta, Roers Companies, Two Carlson Parkway, Plymouth Nick Anhut, Ehlers and Associates, 3060 Centre Pointe Drive, Roseville PUBLIC ANNOUNCEMENTS:None. CONSENT AGENDA: Councilman McDonald moved, and Councilman von Oven seconded that the City Council approve the following consent agenda items 1 through 11 pursuant to the City Manager’s recommendations: 1. Approve City Council Minutes dated February 26, 2024 2. Receive Planning Commission Minutes dated February 20, 2024 3. Receive Park and Recreation Minutes dated January 23, 2024 73 City Council Minutes – March 11, 2024 2 4. Approve Claims Paid dated March 11, 2024 5. Approve 2024 Liquor License Renewals 6. Approve Final Plat and Development Contract for 53 Rowhomes located at the Southwest Corner of Powers and Lyman Boulevards 7. City Commission Appointments 8. Award Low Quote, 2024 4 th of July Tents, Tables, and Chairs 9. Approve Application for Exempt Permit from St. Hubert Catholic Church to Conduct Lawful Gambling on April 26, 2024 10. Award Bid Package #1 for the Civic Campus Project 11. Maintenance Agreement between the Riley Purgatory Bluff Creek Watershed District and the City of Chanhassen for the Lake Ann Park Preserve All voted in favor, and the motion carried unanimously with a vote of 5 to 0. VISITOR PRESENTATIONS. Liz Williams, 7611 Kiowa Avenue, requested additional communication about ongoing projects. She suggested the city send out additional communication including postcards to help bring awareness to projects. Al Sherwood, 2182 Stone Creek Drive, shared concerns about election integrity issues. He reviewed the current absentee ballot process and stated concerns with the signature process. He requested Carver County to make the ballot boards more transparent and for the State of Minnesota to respect current laws. He stated concerns about voting fraud with the absentee ballot process and with the same-day voter registration process. Linda Paulson, 7603 Frontier Trail, reviewed previous voting processes and encouraged the government to return to hand-counting votes. Andrew Klinkner, 7606 Kiowa Avenue, agreed with the concerns stated by Liz Williams. He stated there needs to be additional communication with substantial development occurring in Chanhassen. PUBLIC HEARINGS. 1. Consider Preliminary Plat and Site Plan request for Market Street Addition; Redevelopment of the Chanhassen Cinema and Hotel (Planning Case 24-01) 74 City Council Minutes – March 11, 2024 3 Mayor Ryan thanked residents and businesses for providing comments regarding this project. She commented that Planning Case 24-01 is focused on the redevelopment project, rather than traffic patterns and road construction. Planning Director Eric Maass presented information about Planning Case 2024-01. He shared the redevelopment timeline, communications and publications, and public engagement efforts. He reviewed the preliminary plat, site plan, landscaping plan, and parking considerations. Public Works Director/City Engineer Charles Howley shared the vehicle travel routes, including the commercial traffic flows and residential traffic flows and additional traffic considerations based on a city downtown-wide traffic study. Mr. Maass reviewed the proposed building heights, architecture, building renderings, and building materials. Nick Asta, Roers Companies, Two Carlson Parkway, Plymouth, shared the excitement to partner with the City of Chanhassen in this redevelopment project. He thanked city staff for their assistance throughout the planning process. Bob Loken, ESG Architecture & Design, 500 Washington Avenue S., Suite 1080, Minneapolis, reviewed the color studies completed, shared the proposed color palettes, and asked for feedback. He explained the architectural design adjustments to date based on staff and public input, including additional stepbacks. Mr. Maass detailed how tax increment financing works to fund qualifying project capital expenditures. He explained the benefits of utilizing tax increment financing for this project. Nick Anhut, Ehlers and Associates, 3060 Centre Pointe Drive, Roseville, shared the tax increment financing plan as requested by Roers. Based on the required analysis, the properties align with the requirements for financial assistance for renovation and renewal tax increment financing. He explained the process for tax increment financing and that the proposed method is the pay-as-you-go option. Mr. Anhut compared the proposed budget with other projects throughout the State of Minnesota. The total development cost is substantial and there is a financing gap of $6.3 million. Tax increment financing can fill the gap in financing needed. He shared the tax capacity of the property prior to redevelopment and following redevelopment. Based on the financial analysis, the tax increment financing would contribute 5.1 percent to the project. This is a relatively low amount, as redevelopments typically have a gap between 8 percent to 12 percent. Mr. Anhut provided an overview of the plan and boundaries for tax increment financing for District 13. The identified tax increment financing would be for the two properties within discussion in the Downtown Redevelopment Project area. He explained that the purpose of the tax increment plan would be to assist with the redevelopment of the designated downtown property between 2026-2041 or until the qualifications were met. Councilman McDonald asked about the ratio of apartments planned and the parking spaces provided. 75 City Council Minutes – March 11, 2024 4 Mr. Maass explained that there would be 406 structured parking stalls. There was an excess number of structured stalls for the number of apartments proposed. Councilman McDonald asked for the ratio of parking spots per apartment unit. Mr. Maass stated there were 1.56 parking spots per residential unit. Councilman McDonald stated he was informed of a court decision about the counting of parking spaces and that cross-easement spaces could not be counted towards these requirements. He was unsure about the validity of the case but questioned whether it met the requirements. He did not have the court case available. City Attorney Andrea McDowell-Poehler was unaware of this court case. Mr. Maass clarified there would be 1.32 parking spaces per residential unit if they were to eliminate the 45 parking spaces within the easement. Councilman McDonald asked for the ratio at The Venue Apartments. Mr. Maass responded that The Venue Apartments followed the parking study to determine the number of parking spots required. Councilman McDonald shared there would be a lot of traffic at this development and voiced concern about prior development projects that did not provide enough parking for tenants. This redevelopment is retail-focused so residents and patrons both need adequate parking options. Councilman von Oven stated it is unique to bring various options to building design. He questioned whether the architecture of the buildings was finalized. Mr. Loken responded that the proposal is sensitive and meets development objectives and hopes the City Council agrees. Councilman von Oven asked whether Mr. Loken was seeking feedback on the color choices and how to provide the feedback. Mr. Loken answered that if there is a strong preference, they could proceed with that option. He was hesitant about opening the options up. He stated each palette stands on its own and should not be mixed. Councilman Kimber questioned if there would be parking on either side of Laredo Drive. Mr. Maass responded that this could be an option for on-street parking. Mr. Howley stated this level of detail has not been determined. As the final details of the design are determined, they will figure out if providing parking on Laredo Drive is appropriate. 76 City Council Minutes – March 11, 2024 5 Councilman Kimber asked about the meeting held with Kraus-Anderson. He questioned whether they had concerns about individuals parking in their large parking lot with additional retailers in the area. Mr. Maass explained that Kraus-Anderson shared concerns about the city condemning land to expand Laredo Drive. This is not the intention of the city. Any additional extension of Laredo Drive would occur with Kraus-Anderson choosing to redevelop their property. As for parking in an adjacent parking lot and walking around downtown to visit commercial businesses, Mr. Maass did not see this as an issue as there is adequate parking on-site to support the commercial and residential properties. The goal is to promote walkability downtown. Mayor Ryan inquired about the future of Laredo Drive. She clarified that the expansion was not the decision of the city or Roers Development but of Kraus-Anderson. Mr. Mass confirmed this information. Mayor Ryan asked if the parking stall requirements do not meet the requirements with the cross- access easement and if there would be an opportunity to approach Kraus-Anderson and purchase parking spots within that development. Mr. Maass responded that private cross-access easements would be negotiated privately between the two private entities if there was a need for additional parking needs. Mayor Ryan stated she was uncomfortable with moving forward if the city was unaware of the lawsuit mentioned by Councilman McDonald. Ms. McDowell-Poehler answered that the City Council would want to research the issue and evaluate the parking needs. Mayor Ryan opened the public hearing. George Beniek, 412 West 76th Street, questioned how many units there would be in this redevelopment and the clientele that they are planning to attract. Woodrow Piner, 700 Olive Street, St. Paul, a business representative with the North Central States Regional Council of Carpenters, shared concerns on behalf of contractors around the Twin Cities. He stated that Roers Companies has been developing multi-family projects over the last eight years. He claimed they have hired contractors with a public record of exploitive and law- breaking practices. He provided examples of these concerns, such as the project of Havenwood of Richfield. He claimed CBS Construction hired Wolfe Construction Company Inc. for the wood framing work of the project. Under the supervision of Wolfe Construction Company Inc., MO Framing LLC was charged with a licensing order from the Minnesota Department of Labor and Industry due to misclassification. He provided another example of apartments in Northeast Minneapolis, where Mayer Drywall was hired to perform drywall work. The defendants had misclassified employees and employment relationships with their insurance company. Another example includes apartments constructed in Maple Grove, where Wolfe Construction Company Inc. was hired. A labor broker working under the direct supervision of Wolfe on this project was 77 City Council Minutes – March 11, 2024 6 charged with insurance fraud. He provided another example of a complaint handed down in Hennepin County for property maintenance on two projects developed by Roers Companies. The defendant received a complaint for non-payment of wages owed, including overtime. Two other subcontractors with child labor violations and unpaid overtime worked on recent projects for Roers Companies. Mr. Piner stated Roers Companies is the general contractor and is responsible for hiring contractors. He claimed there is a large trail of contractors with red flags who work on Roers Companies projects. He encouraged the city to make sure these exploitive practices do not happen on this project. Linda Paulson, 7603 Frontier Trail, shared the Chanhassen code for parking before November 2023. For one- and two-bedroom housing, the required ratio was 1.5 parking spots per unit. The code was updated to 1.25 parking spots per unit after November 2023 under Ordinance 719. She stated there was a deficit of parking spots and there was an easement issue at the state level. She shared that the difference was 41.25 spots. The City Council adopted new parking requirements in November 2023 after Roers Companies submitted their project plans. She claimed the reduction of required parking spots saves Roers Companies money. She questioned whether the code was changed to accommodate the developer. Liz Williams, 7611 Kiowa Avenue, stated there was already a shortage of parking spots. She shared that if there were events or retail along with overnight parking, there would not be enough spaces, which would not encourage individuals to visit the downtown. She questioned how the residents would park in the correct spots rather than other parking spots. She questioned the charge for the covered parking spots and whether it was supposed to be a part of the rent. She stated concerns with residents parking outside because it is free rather than in the covered parking spaces. She encouraged considering additional parking spaces for the downtown area. Mike Leonard, 8121 Stone Creek Drive, shared concerns about Chanhassen becoming a labyrinth. He encouraged connecting Laredo Drive to Market Street. He shared concerns about the tax increment financing. He shared concerns that individuals living in the Roers Companies development would not be paying taxes to help develop roads and schools. He stated he did not understand the purpose of publicly subsidizing a large project. He encouraged connecting Laredo Drive to Market Street to improve business opportunities. Andrew Klinkner, 7606 Kiowa Avenue, shared concerns about people bringing pets down to the south side of the building and having to walk across the traffic flow. He questioned why the city would provide money to a company that did not construct the pet area correctly the first time. He stated Roers Companies has previously developed property and historically sold the property for others to manage. He stated Roers Companies did not listen to residents with concerns about the floors of the building. Residents were not in favor of the building being 5 or 6 floors. He commented there needs to be more communication with residents in the future about project development. Mark Frisbee, 7460 Longview Circle, stated concerns about the timeline of the project. He shared the hotel property has not officially been sold. He shared concerns about weddings booked at the hotel being impacted by the sale. He requested clarification of the timeline. 78 City Council Minutes – March 11, 2024 7 Mark Engebretson, 7605 Iroquois, shared concerns about the height of the proposed building. He stated Chanhassen would no longer feel unique and be the quaint, small-town feel. He would like to see a limit on the building height. He stated concerns about Laredo Drive not being a through- street and would make traffic congested. Mr. Engebretson was not in favor of the tax increment financing for the residents of Chanhassen since Roers Companies is financially stable. He stated curiosity about the market value of the hotel. Bill Maloney, 7211 Frontier Trail, encouraged the developers to carry through the theme of the maple leaf in the construction. He questioned where the bicycle parking would be located in the project development. Sue Ribe, 541 West 78th Street, shared that parking costs $75 at The Venue Apartments. She was in favor of the walkability of Chanhassen as a retired individual. She shared that if property owners do not clean up their dog waste at The Venue Apartments, they receive a fine. Anna Erickson, 18658 Kristie Lane, Eden Prairie, stated a desire to hear about the timeline of the hotel closing since her daughter is getting married at the Arboretum in May. Mark Frisbee, 7460 Longview Circle, asked whether the project could be put to a vote for residents, so they have a say in changes within the city. Mayor Ryan closed the public hearing. Mr. Maass stated there would be 184 units in the west building and in the east building there would be 126 units for a total of 310 units. Mayor Ryan asked how the units were being marketed. Mr. Maass stated the units were market-rate units and were not restricted by age. Mayor Ryan questioned whether The Venue Apartments were at capacity. Nick Asta, Roers Companies, responded that The Venue Apartments was at capacity and has stayed above 95 percent since it was built. It is general occupancy at the market rate. Mayor Ryan questioned what the market rate was in Chanhassen for a one- and two-bedroom apartment. He stated a one-bedroom was $1,500 to $1,700, a two-bedroom was in the lower $2,000, and a three-bedroom was $3,000. Mayor Ryan asked for comments about the approach to hiring subcontractors with violations. Mr. Asta stated there was a separation between the general contractor and subcontractor. Roers Companies has become the general contractor to have more control over the subcontractors who were being hired. Roers Companies is actively working on hiring appropriate subcontractors. City Attorney Andrea McDowell-Poehler stated the issue is a state issue and the city has no authority over approval of a plan like this. There may be authority due to the tax increment 79 City Council Minutes – March 11, 2024 8 financing, but this would be determined by the bond. She responded that the staff could investigate how to address this option with tax increment financing. Mr. Maass answered that when a project is proposed that is this large, the city considers the local track record. He stated Roers Companies has completed many projects throughout the metropolitan successfully. Mayor Ryan asked whether the ordinances for parking were changed for this project. Mr. Maass responded that the Planning Commission had a plan to review the ordinances in 2023 to ensure they were appropriate for the times. The Planning Commission aligned ordinances with neighboring communities. Mayor Ryan asked for comments about the perceived deficiency with parking. She explained the concern based on previous projects. Mr. Maass stated the number of parking spots throughout the area at the various shopping areas. Mayor Ryan shared concerns about parking spots at The Venue Apartments with the additional residential units and retail. Mr. Maass responded that the traffic study considered the demand for parking at different times to ensure adequate parking spots. Mayor Ryan asked for the process for handicap stalls. Mr. Maass answered that handicap stalls would be determined by the State of Minnesota code. Mayor Ryan asked if there was any need for the city to get involved in the price of parking spots charged to residents. Mr. Maass answered that the city should not be involved with this decision, but the code does clarify that one spot should be included in the base rent. He stated there is no net difference in charging $50 or including this in the rent. Mayor Ryan asked about the role of the city in this decision. Ms. McDowell-Poehler answered that the city should not get involved in rent-related costs or fees. Mr. Maass responded that peak parking demand would be at 92 percent of the parking proposed. This was before the additional spots were added. There would be eight percent excess parking at the peak demand. Mayor Ryan asked whether the city wanted Laredo Drive to connect with other roads. 80 City Council Minutes – March 11, 2024 9 Mr. Howley answered that they were setting up the project so Laredo Drive could connect. The plans submitted allow for the future extension. If Kraus-Anderson decided to allow Laredo Drive to extend, there would be an opportunity to do this. He stated the vision is for Laredo Drive to go through and the plans could be modified as such. Mayor Ryan asked whether Kraus-Anderson has expressed interest in connecting Laredo Drive. Mr. Maass stated that Kraus-Anderson is not currently considering developing and is not focused on the road connecting at this time. Mayor Ryan asked whether the city could pursue a through road currently. Mr. Howley responded that the only option to do this would be condemnation if Kraus-Anderson was not interested. Mayor Ryan asked for input about pet areas at The Venue Apartments. Mr. Asta stated creating pet exercise areas in this project would be beneficial for The Venue Apartments and the new project. Mr. Maass responded that there are sidewalks to travel safely with or without a pet. The south area for pet exercise is a net positive. Mayor Ryan asked the applicant to provide input about managing property based on their historical management trends. Mr. Asta answered that all projects are set up for long-term holding. Previous projects allowed for selling at opportune times based on interest rates. Roers Companies still owns multiple projects created. Mayor Ryan clarified whether The Venue Apartments could provide a pet space. Mr. Maass answered that this requirement would be outside of the scope of the project proposed. Mayor Ryan stated that this development is not a legacy project and is being considered like any other project. She shared that the Avienda project was 160 acres of empty land which has allowed the developer the opportunity to build from scratch. This specific project has more confines, and the downtown is meant to be walkable. Mayor Ryan questioned whether the hotel had been sold and the timeline. Mr. Asta stated the project is under contract. He anticipates closing on the property at the end of the second quarter and construction would begin at the start of the third quarter. Mayor Ryan questioned how the hotel handles rental agreements in the city. Ms. McDowell-Poehler stated the city has no control over the rental agreements and it is a private matter. 81 City Council Minutes – March 11, 2024 10 Mayor Ryan commented that there was opposition to the building height, but the building height is not out of the scope of the city code. She appreciated the suggestion to incorporate the maple leaf into the buildings. She voiced the importance of identifying areas for bike parking. She encouraged residents to stay involved in the conversation regarding the design of the roads, especially in terms of cyclists. Ms. McDowell-Poehler shared that the statute provides a certain process towards development and residents cannot vote in this manner. The city council needs to apply reasonable conditions and ordinances to the applications. Councilwoman Schubert asked whether the SouthWest Transit Station would open with the additional apartment buildings. She asked how this would impact the parking in this area. Mr. Maass answered that the station was closed due to a lack of ridership. The staff can follow up with SouthWest Transit staff to determine what level of residents would allow the station to open again. Councilman von Oven asked how much of the tax increment financing money would go towards Roers Companies. Nick Anhut, Ehlers and Associates, 3060 Centre Pointe Drive, Roseville, shared that $6.36 million would be paid out as a loan and should take 13 years to pay off. At that time, the city could eliminate the tax increment financing district. The city could close the tax increment financing district at that time or utilize those funds towards another project that met certain criteria. This is not anticipated currently. Councilman von Oven asked once the tax increment financing was finalized, it would be eliminated. He asked whether he understood the increased tax base after the project. Mr. Anhut responded that the increased tax value should grow by 1.6 percent. Councilman Kimber asked whether another developer requesting tax increment financing for this location would be granted the option. Mr. Anhut answered that in a similar downtown setting, tax increment financing is often expected. The financial analysis he provided of projects in other cities is like this project. Councilman Kimber asked if the developer could ask for more financial assistance. Mr. Anhut stated the developer did ask for more assistance. The requirements are that the council makes a finding to determine the amount needed to make the development happen. The initial request was for a larger number. The amount provided was the necessary amount for the project to take place. Councilman Kimber asked whether the eight percent coverage of parking spots included the parking spots in the easement overlay. 82 City Council Minutes – March 11, 2024 11 Mr. Maass stated the eight percent does not include the easement overlay. They considered moving the pet exercise area to service commercial tenants and provide an increased amount of parking. Mayor Ryan asked whether the surface parking was for the east building or the retail. Mr. Maass answered that the surface parking was for the east building. Mayor Ryan shared that they received emails asking about the corn stand associated with the Country Inn & Suites. She asked whether there were conversations with the grower. Mr. Maass stated they would find an alternative spot for this vendor to sell sweet corn. Mayor Ryan appreciated the opportunity to look at color palettes. She shared that the building was nicely designed. She wants the development to be on the higher end as the city continues to develop the downtown. She stated the building was flat and plain. She encouraged different design elements to be considered by the City Council at a later date. Bob Loken, ESG Architecture & Design, 500 Washington Avenue S., Suite 1080, Minneapolis, responded that they were open to conversations about change but would want to understand the direction of the changes as they advance the plans to not delay the progress. Mayor Ryan stated they are under obligation to move the project forward. The architectural changes would be minimal. She did not want to delay the project and asked about timing. Mr. Maass stated the city needs to act on a formal application within 60 days. The city can extend this time by an additional 60 days. The original deadline is March 19. If the City Council were to act on the plat and site plan and condition it, there could be requirements to update the plan post-City Council action. Ms. McDowell-Poehler stated if a condition is too vague, it cannot enforce the plan. The better action would be to extend the time of review. Councilman McDonald stated concerns with the parking and voiced concern for the staff to have additional time to answer the questions. Mayor Ryan shared that a City Council meeting was scheduled for March 18, or they could move the decision to April 8. Councilman McDonald was in favor of moving the decision to April 8. Mr. Maass stated the extension is a formal written notice and he could provide this to the applicant tomorrow. Mayor Ryan asked whether the City Council would prefer to add a meeting to the work session on March 25 or April 8. 83 City Council Minutes – March 11, 2024 12 Mr. Loken stated they could work quickly to respond to the changes. Mr. Maass stated that the March 18 meeting to review the architecture would work for staff and they could allow March 25 or April 8 to present the changes. Councilman McDonald voiced a preference to have two work sessions to review the architecture and the final plat and parking before April 8. Mr. Maass stated if the application is tabled, it would have to be the plat and the site plan to work on the architecture. The action would be to approve the final site plan and architecture at a later date. Mayor Ryan stated there would be a work session on March 18. On March 25, they could review the material during the work session if needed. On April 8, it will be added to the agenda. Councilman McDonald moved, and Councilwoman Schubert seconded that the City Council continue the discussion until the final plat and site plan on April 8 with two work sessions on March 18 and March 25. All voted in favor, and the motion carried unanimously with a vote of 5 to 0. 2. Resolution 2024-XX: Approve a modification to the Redevelopment Plan for the Downtown Chanhassen Redevelopment Project Area and Approve a Tax Increment Financing Plan for Tax Increment Financing District No. 13. Nick Anhut, Ehlers and Associates, 3060 Centre Pointe Drive, Roseville, reviewed the requirements for the renewal and renovation tax increment financing district. He outlined the project requirements and requests by Roers Companies as the contractor. Councilwoman Schubert asked if the property was purchased and sold within the timeline of the tax increment financing, how would it be impacted. The city could provide a lookback requirement if they determined to sell the property after the tax increment financing was in place, it could be reduced or eliminated if they receive a profit on the sale. Councilman McDonald clarified the purpose of the vote. Mr. Anhut stated the authority to create the tax increment financing is with the City Council. The administration of the tax increment financing district is by the economic development authority. He answered that if there was a change to the architecture that changed the scope of the units, it could be wise to wait for formal action until the site plan is resolved. Mayor Ryan opened the public hearing. Mark Engebretson, 7605 Iroquois, asked for clarification on the numbers of the acquisition costs for the hotel and the theater. He requested the market value of the hotel compared to the purchase price. He stated concerns with a company requesting tax increment financing if they offered above market value on the property. 84 City Council Minutes – March 11, 2024 13 Linda Paulson, 7603 Frontier Trail, shared that many residents in Chanhassen are unaware of how tax increment financing works. She stated it was a disservice to citizens who live in Chanhassen with the amount of money being provided to the developer. She communicated a need to have transparency and education with the citizens regarding the tax increment financing. Andrew Klinkner, 7606 Kiowa Avenue, stated Chanhassen was a top town in America due to the Chanhassen Dinner Theatres. He shared it feels backward to provide funding to remove lodging options in the town. Liz Williams, 7661 Kiowa Avenue, voiced support for the Chanhassen Dinner Theatres and encouraged continued support for the business. Mayor Ryan closed the public hearing. Mayor Ryan asked about the market value for acquisition cost and what was public or private knowledge. Mr. Anhut stated the acquisition cost was $11 million. He does not have the assessed value, but the taxable value was $8.5 million. He stated the taxable value is often below the appraised value. He can follow up on this question to receive more information. Mayor Ryan asked about the purchase price for the cinema and the hotel. Ms. McDowell-Poehler answered that the purchase price was not something they were required to provide. Mr. Maass added that there is a lookback if the project is approved and built to determine the actual cost to ensure it is in line with the tax increment financing. The city could recoup funds if the property costs less than what was projected. Mayor Ryan encouraged residents to attend meetings and that the City Council would talk about ways to improve communication during future work sessions. She asked how many tax increment financing districts have been present over the years. Mr. Maass was aware of two active tax increment financing districts. Mr. Anhut stated the two tax increment financing districts are The Venue Apartments project and Senior Housing. The tax increment financing would not be a qualified use for the Dinner Theatres. If the building was determined as substandard, tax increment financing could be utilized. Mayor Ryan asked for further explanation about the acquisition of the hotel. Mr. Anhut answered that the cinema site was determined as a substandard building by a certain criteria The hotel was not designated as a substandard building. For tax increment financing, one 85 City Council Minutes – March 11, 2024 14 building needs to be qualified. An adjacent building could be included if its demolition and clearance would provide for a larger project development. Councilwoman Schubert asked how current taxpayers were impacted if children were living in the apartment utilizing the school district. Mr. Maass answered that most of the funding for schools is provided by the state based on the enrollment numbers. If children are living in the project, they may not receive additional tax benefits, but the enrollment would increase. This would provide additional funding from the state for the school. Mr. Anhut answered that when enrollment increases, the state provides adequate funding on a per-pupil basis. He mentioned the tax increment financing could not capture funds to market- value-based levies for the school district. This information is provided to the school board and the county board. They provided no comments on whether there were financial impacts. Councilman von Oven moved, Councilman Kimber seconded that the Chanhassen City Council table Resolution 2024-XX: Approving a modification to the Redevelopment Plan for the Downtown Chanhassen Redevelopment Project Area and Approve a Tax Increment Financing Plan for Tax Increment Financing District No. 13 until April 8th. All voted in favor, and the motion carried unanimously with a vote of 5 to 0. 3. Resolution 2024-15: Hold a Public Hearing Vacating a Portion of Public Drainage and Utility Easements within the Avienda Plat. Public Works Director/City Engineer Charles Howley reviewed the information for vacating a portion of public drainage and utility easements within the Avienda Plat. He reviewed the plat and survey of the easement. The rowhomes plat will identify the new drainage and utility easements. Mayor Ryan opened the public hearing. Mayor Ryan closed the public hearing. Councilwoman Schubert moved, and Councilman McDonald seconded that the Chanhassen City Council adopt a resolution approving the vacation of public drainage and utility easements over OUTLOT D of the AVIENDA plat. All voted in favor, and the motion carried unanimously with a vote of 5 to 0. GENERAL BUSINESS.None. COUNCIL PRESENTATIONS. Councilman McDonald attended the new play at the Chanhassen Dinner Theatres. He encouraged individuals to attend the play. He shared that the Chanhassen High School Hockey team had a great season. 86 City Council Minutes –March 11, 2024 15 ADMINISTRATIVE PRESENTATIONS. City Manager Laurie Hokkanen reminded the City Council of upcoming work sessions. CORRESPONDENCE DISCUSSION. 1.January 2024 Communications Report 2.Lake Ann Preserve Postcard Councilman Kimber moved, and Councilwoman Schubert seconded to adjourn the meeting. All voted in favor,and the motion carried unanimously with a vote of 5 to 0. The City Council meeting was adjourned at 11:01 p.m. Submitted by Laurie Hokkanen City Manager Prepared by Kim Meuwissen City Clerk 87 City Council Item April 15, 2024 Item Receive Planning Commission Minutes dated March 4, 2024 File No.Item No: D.4 Agenda Section CONSENT AGENDA Prepared By Jenny Potter, Sr. Admin Support Specialist Reviewed By SUGGESTED ACTION "The Chanhassen City Council receives the Planning Commission minutes dated March 4, 2024." Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS Planning Commission Minutes dated March 4, 2024 88 CHANHASSEN PLANNING COMMISSION REGULAR MEETING MINUTES MARCH 4, 2024 CALL TO ORDER: Chairman Noyes called the meeting to order at 6:00 p.m. MEMBERS PRESENT: Chairman Eric Noyes, Erik Johnson, Kelsey Alto, Perry Schwartz, Ryan Soller, Edward Goff, Steve Jobe. MEMBERS ABSENT: None. STAFF PRESENT: Rachel Jeske, Planner; Eric Maass, Planning Director; Jeff Miller, HKGi, Bryan Harjes, HKGi PUBLIC PRESENT: Linda Paulsen Frontier Trail Liz Williams 7611 Kiowa Ave GENERAL BUSINESS: 1. DOWNTOWN DESIGN GUIDELINES AND WAYFINDING PROJECT UPDATE Eric Maass, Planning Director, presented an overview of the Chanhassen downtown standards and design guidelines. He shared the feedback received from the public open house, which influenced the design guidelines. Jeff Miller, HKGi, reviewed the site design standards and measurement procedures. He explained the differences between the site design standards and the site design guidelines. He then shared different design scenarios for West 78th Street, Kerber Boulevard, and future streets. Mr. Maass stated that forty to fifty individuals attended the public open house to view these downtown standards and design guidelines. Chair Noyes asked if any residents communicated concerns with the downtown standards and design guidelines. Mr. Maass explained the public open house provided a high-level overview of the standards and design guidelines. Residents communicated excitement for the City and to create a special place downtown. Mr. Miller explained that residents requested comfortable pedestrian space, sustainability, and differentiation in buildings. Commissioner Schwartz asked where the bike lanes would be located. 89 Planning Commission Minutes – March 4, 2024 2 Bryan Harjes, HKGi shared that the city council was actively considering the potential for dedicated bike lanes within the downtown but that additional study was needed. Commissioner Schwartz commented that the raised bike lane would provide a separation between the street and bike lane. He also stated businesses may be concerned about signage pointing consumers downtown. He questioned whether Avenda would desire similar signage. Mr. Maass commented that Avenda had a signage package as they continue their buildout and that one property owner south of highway 5 did share some concern regarding downtown signage however the signs would not promote any specific business and be only for community signage. Mr. Harjes shared the signage will be used to identify institutions and the downtown district, not specific businesses. Commissioner Schwartz stated the signs welcoming individuals to downtown Chanhassen would encourage individuals to frequent downtown areas. Commissioner Jobe asked what the signage material was since they may be a target for vandalism. Mr. Harjes answered the larger color is a wood grain metal that can be vandal resistant. The larger sign is a composite stone material. The smaller signs would be brick or stone and vandal resistant film can be added. Commissioner Alto appreciated the added bike lane. She requested more trees and shade be added. Commissioner Schwartz inquired about the brick façade on the downtown Chanhassen sign. He asked if it would be a digital display sign. Mr. Maass shared there would be a sign with similar style on the Civic Campus that would be a digital display sign with events. Commissioner Alto asked if the Great Plains Boulevard City monument was replacing the wooden Chanhassen sign. Mr. Maass confirmed this information. PUBLIC HEARINGS: 1. ORDINANCE XXX: AMENDING LAWN MAINTENANCE STANDARDS IN THE A-2, RR, AND RSF ZONING DISTRICT Rachel Jeske, Planner, presented information on Naturalized Landscapes Ordinance Amendment proposed to align with the State law. Chair Noyes asked if the ordinances related to tree plantings specify the species that can be used. He noticed there were no specific guidelines that individuals could follow regarding what they could or could not plant. 90 Planning Commission Minutes – March 4, 2024 3 Ms. Jeske stated any native or non-native plants that are not noxious weeds may be planted. The city has a list of native plants and plants to provide biodiversity. Mr. Maass shared the State provides the list of noxious weeds that could not be planted. Commissioner Schwartz shared his homeowner association is applying for a grant to create a vegetative buffer for a stormwater retention pond. The watershed district provides a detailed list of what they will approve as a vegetative buffer if individuals wish to apply for a grant that could cover 75 percent of the cost. Ms. Jeske will create a list of noxious weeds to provide online. Commissioner Goff asked about the purpose of the sign and considered this requirement a possible barrier. He suggested Chanhassen provide the sign. Ms. Jeske stated the ordinance is in State law which supersedes city code. The city considered a sign since they receive calls regarding overgrown lawns. This sign would notify neighbors the growth is not a nuisance, but the Planning Commission could change this requirement. Commissioner Schwartz clarified that the city provide a sign to create consistency. Mr. Maass answered the city could consider this option. Commissioner Alto asked if this draft ordinance would be an Environmental Commission project. Mr. Maass shared the Environmental Commission provided feedback on the draft ordinance. He asked for feedback about the minimum five feet of maintained area around the property line. Commissioner Alto asked about the purpose of the five feet of maintained area. Mr. Maass shared the five feet of maintained area is due to property line and neighbors. The five feet are based on the width of a mower deck. Commissioner Soller encouraged to strike the sign requirement from the ordinance as it seems like an additional regulation. Chair Noyes is worried that without the sign, there would be additional administrative burden with residents calling about lawn maintenance concerns. The sign would provide education. He did not know how many residents would want to consider the lawn maintenance options. Commissioner Soller shared many cities will update their ordinances by the spring. He suggested taking out the mandate to incorporate the sign. 91 Planning Commission Minutes – March 4, 2024 4 Ms. Jeske shared this ordinance is already incorporated in state law. Any individuals in Chanhassen who would like a managed natural landscape do not need to follow the city requirements. Mr. Maass shared the signage is a good suggestion. Staff could provide a sign for a low budget to not place a burden for residents. The sign would provide awareness for the changing yard environment to prevent additional complaint phone calls to the city. Commissioner Alto asked if a resident would be required to follow the ordinance. Mr. Maass shared a resident would need to follow the city ordinance on top of the State requirements. Commissioner Jobe asked if residents are required to pull a permit if the sign would be warranted. Mr. Maass said a permit would help provide awareness to the staff but the city does not want to provide additional red tape. Commissioner Soller stated the City of Rochester set up a free permit to track information. He asked what the standard penalty would be if a resident did not oblige to the ordinance. Mr. Maass shared the city does not fine properties that fall out of compliance. The ultimate recourse is referring them to court. Properties that do not comply within 48 to 72 hours, the city can contract the maintenance at the cost of the property owner. Commissioner Schwartz asked if the code enforcement was passive or active. Mr. Maass answered that code enforcement occurs when the city receives a complaint. Commissioner Schwartz shared there were benefits to the sign and provided examples of signs in Excelsior of the small bee friendly signs. Commissioner Alto asked for the other options for planting. Ms. Jeske shared the planting guidelines to prevent overgrown lawns and instead promote intentional planting. Commissioner Soller commented that Eden Prairie’s ordinance had language about the five-foot opaque fence. He asked for feedback on adding this language into the ordinance. Commissioner Alto agreed with the requirement for five feet from the property line if there is not a five-foot opaque fence. Commissioner Soller shared the city’s ordinance does not require a one-time cutting annually and maintenance requirements. 92 Planning Commission Minutes – March 4, 2024 5 Commissioner Schwartz stated the plants have finite growth. Ms. Jeske shared concerns about the results of the garden if cutting the plants was a requirement. Chairman Noyes asked why other cities might require annual cutting between April and July. Ms. Jeske speculated that this requirement would prevent the plants from going to seed. Commissioner Schwartz asked if the plants going to seed would benefit the continued plant growth. Ms. Jeske answered the plants going to seed would create potential spread to other properties. Commissioner Schwartz explained that plants going to seed fill in gaps in vegetative buffers and decreases erosion. Mr. Maass shared that cutting certain plants are beneficial for the growth. He did not think it was necessary to provide a mandate to cut the plants every year. He provided an example of a property in Chanhassen with a specific maintenance plan. Commissioner Soller asked if there would be anywhere in the code that would prevent the growth to be in the right-of-way or sight lines. Mr. Maass answered there would be a requirement to maintain proper sight lines for safety. Commissioner Soller stated the Eden Prairie ordinance allowed for two neighboring properties to collaborate and eliminate the spacing requirements. Mr. Maass shared staff would not be opposed to adding language that would waive the five-foot buffer for adjacent properties both participating in the managed native landscape. Chairman Noyes opened the public hearing. Linda Paulsen, resident, Frontier Trail, stated her yard and her neighbors’ yard have conservancy parabola. She shared Eden Prairie hired goats to eat buckthorn. This eliminates noxious plants. She requested that the city allow residents to hire goats to maintain vegetation. Mr. Maass shared buckthorn is on the list of maintenance needs and will share the opportunity with the city environmental specialist. Liz Williams, 7611 Kiowa Ave, shared allowing more natural landscape near the road would be beneficial. These natural landscapes are difficult and expensive to maintain. She encouraged the city to remove the distance from the neighbors and from the curb. She stated cutting down the habitat in the fall or in the springtime would cause a decrease in bugs that could survive the harsh 93 Planning Commission Minutes – March 4, 2024 6 Minnesota winter. She encouraged an additional language of a percentage of noxious weeds since natural landscapes are difficult to maintain. Chairman Noyes closed the public hearing. Chairman Noyes stated there were undecided, open items and questioned whether there should be additional clarification from the city. Commissioner Alto requested to adopt the ordinance to match the state ordinance language. Commissioner Goff proposed to table the ordinance so Mr. Maass could consider the sign and rewrite the setback if there is an opaque fence. Commissioner Schwartz requested to hear from the city’s environmental specialist to understand her input. Chair Noyes encouraged to put general regulations on the books and the ordinance could be revisited when issues arise. Commissioner Soller would be ready to vote on the ordinance if language about the opaque fence was included and removal of the language about the fence. He respected tabling the ordinance as well. Chairman Noyes encouraged being prescriptive about what the environmental specialist would comment about. Commissioner Schwartz would like her input about the appropriate plants to include. Chairman Alto stated the specific list of plants could not be included in city code. Chairman Soller reviewed the specific questions for the environmental specialist, including changing the buffer from five feet to one foot, do we add a percentage of noxious weeds, and do we provide a specific list of plants for a managed native landscape. Mr. Maass stated the city ordinance should not allow for any percentage of noxious weeds. There will be an addition reference to the State’s noxious weeds list to the ordinance. Commissioner Goff moved, Commissioner Schwartz seconded that the Chanhassen Planning Commission table Ordinance XXX: Amending lawn maintenance standards in the A-2, RR, and RSF zoning districts until the next Planning Commission meeting. All voted in favor and the motion carried unanimously with a vote of 7 to 0. 94 Planning Commission Minutes – March 4, 2024 7 APPROVAL OF MINUTES: 1. APPROVAL OF PLANNING COMMISSION MINUTES DATED FEBRUARY 20, 2024 Commissioner Goff moved, Commissioner Jobe seconded to approve the Chanhassen Planning Commission summary minutes dated February 20, 2024 as presented. All voted in favor, and the motion carried unanimously with a vote of 7 to 0. CITY COUNCIL ACTION UPDATE: None. ADJOURNMENT: Commissioner Goff moved, Commissioner Alto seconded to adjourn the meeting. All voted in favor and the motion carried unanimously with a vote of 7 to 0. The Planning Commission meeting was adjourned at 7:25 p.m. Submitted by Eric Maass Planning Director 95 City Council Item April 15, 2024 Item Receive Park and Recreation Minutes dated February 28, 2024 File No.Item No: D.5 Agenda Section CONSENT AGENDA Prepared By Amy Weidman, Admin Support Specialist Reviewed By SUGGESTED ACTION "The Chanhassen City Council receives the Park and Recreation Minutes dated February 28, 2024." Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS Park and Recreation Minutes dated February 28, 2024 96 CHANHASSEN PARK AND RECREATION COMMISSION REGULAR MEETING MINUTES FEBRUARY 28, 2024 Chair Vasatka called the meeting to order at 6:00 p.m. MEMBERS PRESENT: Don Vasatka, Chair; Heather Markert, Vice Chair; Dan Eidsmo; Matt Kutz; Jim Peck; Scott Pharis; and, Youth Commissioner Nischay Pattanashetty. MEMBERS ABSENT: Rob Swanson. STAFF PRESENT: Jerry Ruegemer, Park and Recreation Director; Jamie Marsh, Environmental Resource Specialist; Mitchell Czech, Recreation Supervisor; Priya Tandon, Recreation Manager. PUBLIC PRESENT: Mike Leisen, Judy Harder. APPROVAL OF AGENDA: Commissioner Peck moved, Commissioner Pharis seconded to approve the agenda as presented. All voted in favor and the motion carried unanimously with a vote of 7 to 0. PUBLIC ANNOUNCEMENTS: Jerry Ruegemer, Park and Recreation Director, recognized Chair Don Vasatka for his commitment to the Environmental Commission and the Park and Recreation Commission. He stated the city has benefitted from Mr. Vasatka’s leadership and Mr. Ruegemer thanked him for committing his time to serving the city. VISITOR PRESENTATIONS: 1. Invasive Species Management Application Jamie Marsh, Environmental Resource Specialist, shared about her work within the city including forestry projects, Arbor Day, recycling events, Nomadic Gnomes, and the gravel bed program. She spoke about the invasive species management application and explained that Chanhassen residents have shown interest in removing invasive species from city property. However, vegetation management on city property can only take place if it’s approved prior to work being done. The City of Eden Prairie has a similar program, which was used as a guide in putting together the application for the City of Chanhassen. In response to the desire to improve public land by removing invasive species, staff is implementing a process where residents can apply and submit their plan online. 97 Park and Recreation Commission Minutes – February 28, 2024 2 Commissioner Markert asked about the communication process for the public to educate and increase awareness that the application is required. Ms. Marsh replied they are keeping it small in the beginning. It will be on the website and in general people know that they cannot remove invasive species from public property and will call the city. At that time they will be directed to the application. A site visit will also be a part of the program to help identify invasive species versus other types of vegetation or native species. Mr. Ruegemer noted the city has been receiving a lot of feedback from the public about buckthorn and people asking what they can do about it, which is prompting this documentation process. Chair Vasatka noted he emailed the city about buckthorn the previous fall in the city property near his house, noting many ash trees that will be removed with only buckthorn remaining. Commissioner Eidsmo asked if this is only related to buckthorn, as he noticed on the form it also spoke about trees. He also asked regarding Home Owners Associations (HOAs) which have their own rules, how will that be addressed? Ms. Marsh replied the tree removal language piggy-backs off the Park and Recreation Department documentation regarding tree removal on private property that may need to be accessed by public property. Regarding HOAs, the city would want to keep this in mind if the HOA is next to city property. Mr. Ruegemer shared more about the HOAs noting the city would be giving them an avenue to take care of things on their property, or “creating a path” to access and get some action done in the areas of their purview within the HOA. Chair Vasatka asked if people can determine a plant is a buckthorn when it does not have leaves. Ms. Marsh replied she can identify buckthorn in different seasons, however, that is a concern with residents, which is why a site visit is required to identify invasive species. Informational; no action required. APPROVAL OF MINUTES: 1. Approve Park & Recreation Minutes dated January 23, 2024 Commissioner Pharis moved, Commissioner Eidsmo seconded to approve the minutes of the Park and Recreation Commission meeting dated January 23, 2024 as presented. All voted in favor and the motion carried unanimously with a vote of 7 to 0. 98 Park and Recreation Commission Minutes – February 28, 2024 3 GENERAL BUSINESS: 1. Lake Ann Lifeguard Update Mitchell Czech, Recreation Supervisor, provided an update on lifeguards at Lake Ann Beach, noting the City Council adopted the Park and Recreation Commission’s recommendation of a modified in-house schedule. Depending on staffing, the City Council is open to which days would be staffed; it will be fine-tuned as applications come in and they understand staffing availability. Positions were posted the previous week for lifeguard positions and a Lifeguard Coordinator position. They are currently working with the communications team to help get the word out about the position openings. If the city doesn’t have enough staff by April 1, the city will proceed with a beach monitor position rather than a full lifeguard position. Commissioner Eidsmo noted Carver County announced that they will not have lifeguards and he asked if that was part of the discussion with the City Council. Mr. Czech replied the official announcement came out after the City Council met, but they were aware that it was coming and was included in the data regarding comparable cities. Informational; no action required. REPORTS: None. COMMISSION MEMBER COMMITTEE REPORTS: None. COMMISSION MEMBER PRESENTATIONS: None. ADMINISTRATIVE PRESENTATIONS: None. ADJOURNMENT: Chair Vasatka shared that this will be his final meeting and thanked staff and his fellow Commissioners, noting it has been an enjoyable three years and he is excited about the progress they have made and about what will happen next. Commissioner Markert moved, Commissioner Peck seconded to adjourn the meeting. All voted in favor and the motion carried unanimously with a vote of 7 to 0. The Park and Recreation Commission meeting was adjourned at 6:25 p.m. Submitted by Jerry Ruegemer Park and Recreation Director 99 City Council Item April 15, 2024 Item Receive Commission on Aging Minutes dated February 16, 2024 File No.Item No: D.6 Agenda Section CONSENT AGENDA Prepared By Jenny Potter, Sr. Admin Support Specialist Reviewed By SUGGESTED ACTION "The Chanhassen City Council receives the Commission on Aging Minutes dated February 16, 2024." Motion Type 2/3 Vote Strategic Priority N/A SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS 100 Commission on Aging Minutes dated February 16, 2024 101 Page 1 of 2 February 16, 2024 MEMBERS PRESENT: Laura Baumtrog, Gwen Block, Jim Camarata, Bhakti Modi, Beth Mason, Kara Cassidy, MEMBERS ABSENT: Ruth Lunde, Ruth Slivken STAFF PRESENT: Mary Blazanin, Senior Center Coordinator GUESTS PRESENT: Linnea Fonnest, Adult Services Librarian, Allison Streich, Carver County CDA, Steve Dunbar, Carver County, Samantha Downs Community Health and Promotion Supervisor, Carver County Public Health APPROVAL OF AGENDA Commissioner Block made the motion to approve the agenda. Commissioner Mason seconded. All members voted in favor and the motion carried. Agenda was approved. COMMISSION ON AGING MINUTES January 19, 2024. Commissioner Mason made the motion to approve the minutes. Commissioner Block seconded. All members voted in favor and the motion carried. Minutes were approved. Visitor Presentations Presentation: Trail's Edge Senior Housing Project, Allision Streich, Carver County CDA Allison Streich and Steve Dunbar came to discuss Trail’s Edge Senior housing. Ms. Streich reported that the last presentation she gave for the Commission on Aging was for Carver Oaks, a 43-unit senior housing development in Carver. That was approved for funding and ground-breaking should be in September or October of 2024. Trails Edge Senior housing did not get funded last year, and they are hoping it will be funded this year. Ms. Streich gave an overview of all the amenities that Trail’s Edge Senior for the Commission on Aging to give input. Trail’s Edge is proposed to be 76 units for age 55 and better. Commissioners asked about microwave placement, crosswalks, connections to trails, trail railings, community gardens, community room for books, and accessibility for wheelchairs. Ms. Streich will be coming back to show any items that they will incorporate from the Commissioners suggestions. Linnea Fonnest, Chanhassen Library Ms. Fonnest supplied handouts for programs at the Library and an overview of several of the programs was given. Winer Reads is a program for adults. Doug Ohman will be speaking for Women’s Herstory Month. There will be a seed program starting in March. Carver County Health Updates Samantha Downs Community Health and Promotion Supervisor, Carver County Public Health talked about completing the County working on the community health assessment. The health needs of the community will be focused on setting priorities for the next five years. Vaccine clinics are still being held for COVID and Flu vaccines. Senior Community Services Updates No representative and no updates provided 102 Page 2 of 2 Senior Center Updates Mary Blazanin, Senor Center Coordinator gave an overview of some programs that they have been doing. Waconia teamed with Chanhassen to do a day trip to the Swedish Institute. There have also been a lot of people bringing friends and there has been an influx of seniors to the community. The 65–75-year age group grew by 150% from 2019-2022. The Valentine's Day party had 56 people attend. Senior Center programs are most likely being moved to the Chanhassen Recreation Center during construction of the Civic Campus. Goals and Strategic Plans Motion was made by Commissioner Cassidy, seconded by Commissioner Baumtrog, Strategic Plan was passed. Commission Presentations Bridging Book Club, Ruth Slivken Commission Slivken was not able to attend to give an update. Discussion: Senior Center Web Page Project Commissioner Modi needs to meet with Ari Lyksett to review next steps for the website. She will have more updates soon. Chanhassen Villager Articles Update Commissioner Camarata met with Commissioner Modi to discuss using the Villager to help communicate something like a Senior Corner. Ms. Blazanin said that she has tried to reach out to the Villager to help them communicate the activities of the Senior Center. They are looking to get these articles started next year. The articles would also be published on the website. Discussion Items 4th of July Bingo and Information Table Preparation Tabled until next meeting. Memorial Day Table for Veterans Project Tabled until next meeting. ADJOURNMENT: Commissioner Cassidy called for meeting adjournment. Commissioner Baumtrog seconded the motion. All voted in favor and the motion carried. Meeting adjourned at 11:25a.m. Minutes prepared by Jenny Potter, Senior Administrative Assistant Minutes Submitted by Mary Blazanin, Senior Center Coordinator 103 City Council Item April 15, 2024 Item Approve Claims Paid dated April 15, 2024 File No.Item No: D.7 Agenda Section CONSENT AGENDA Prepared By Danielle Washburn, Assistant Finance Director Reviewed By Kelly Grinnell SUGGESTED ACTION "The Chanhassen City Council Approves Claims Paid dated April 15, 2024." Motion Type Simple Majority Vote of members present Strategic Priority Financial Sustainability SUMMARY BACKGROUND DISCUSSION The following claims are submitted for review and approval on April 15, 2024: Total Claims $2,059,342.17 BUDGET RECOMMENDATION 104 ATTACHMENTS Payment Summary Payment Detail 105 Accounts Payable Checks by Date - Summary Vendor Name Check Date Void Checks Check Amount Acme Tools 01/17/2024 0.00 21.69 Amazon 01/17/2024 0.00 8,704.42 American Swedish Institute 01/17/2024 0.00 1,086.65 Apple.com 01/17/2024 0.00 1.98 Bitly, Inc 01/17/2024 0.00 35.00 Broadway Across America 01/17/2024 0.00 4,032.00 Caribou Coffee 01/17/2024 0.00 16.47 Carver County Environmental Center 01/17/2024 0.00 74.40 CDW Government 01/17/2024 0.00 3,505.23 Chaska Event Center 01/17/2024 0.00 900.00 Chick-Fil-A 01/17/2024 0.00 262.34 City of Chanhassen 01/17/2024 0.00 0.00 Costco Wholesale 01/17/2024 0.00 25.78 Crooked Pint 01/17/2024 0.00 587.88 Cub Foods 01/17/2024 0.00 121.50 Days Inn 01/17/2024 0.00 320.00 Dell 01/17/2024 0.00 7,028.00 Dollar Tree Stores Inc 01/17/2024 0.00 36.52 Domino's Pizza 01/17/2024 0.00 123.52 Esch Construction Supply, Inc 01/17/2024 0.00 274.00 ESRI 01/17/2024 0.00 1,702.00 Etsy 01/17/2024 0.00 5.68 Facebook 01/17/2024 0.00 54.38 FlippingBook 01/17/2024 0.00 1,070.00 FTD 01/17/2024 0.00 229.73 Fusion Learning Partners 01/17/2024 0.00 1,150.00 Gertens 01/17/2024 0.00 556.20 Global Music Rights 01/17/2024 0.00 850.00 Hodges Badge Company 01/17/2024 0.00 1,270.75 Home Depot 01/17/2024 0.00 1,677.66 Home Taste 01/17/2024 0.00 18.98 Houlihan's 01/17/2024 0.00 368.97 IMPARK 01/17/2024 0.00 30.00 Indelco Plastics Corporation 01/17/2024 0.00 57.62 Jamf Software, LLC 01/17/2024 0.00 280.00 Jersey Mike's Subs 01/17/2024 0.00 120.17 Jimmy Johns 01/17/2024 0.00 203.72 Kwik Trip 01/17/2024 0.00 8.50 League of Minnesota Cities 01/17/2024 0.00 225.00 Local 49 01/17/2024 0.00 21.25 Med Box Grill 01/17/2024 0.00 560.87 Menards 01/17/2024 0.00 458.27 Merlins Ace Hardware 01/17/2024 0.00 76.81 Metropolitan Council Enviromental Services 01/17/2024 0.00 20,000.00 Page 1 of 7 106 Vendor Name Check Date Void Checks Check Amount MN American Water Works Association 01/17/2024 0.00 300.00 MN Dept of Labor and Industry 01/17/2024 0.00 53.00 MN Recreation and Park Association 01/17/2024 0.00 40.00 MN Utility Contractors Association 01/17/2024 0.00 200.00 Moe's American Restaurant 01/17/2024 0.00 122.74 Monoprice.com 01/17/2024 0.00 21.66 Office Max/Office Depot 01/17/2024 0.00 169.93 O'Reilly Auto Parts 01/17/2024 0.00 12.98 Party City 01/17/2024 0.00 58.52 Pine County License Center 01/17/2024 0.00 66.40 Postmaster 01/17/2024 0.00 -13.66 Power Lodge Twin Cities 01/17/2024 0.00 211.91 Prairie Lawn & Garden 01/17/2024 0.00 45.00 Roc Electric Co 01/17/2024 0.00 2,206.00 Sam's Club 01/17/2024 0.00 563.00 Scheels 01/17/2024 0.00 199.92 ShopBackflow.com 01/17/2024 0.00 106.05 Slate & Stone 01/17/2024 0.00 1,364.94 Southwest Metro Chamber of Commerce 01/17/2024 0.00 180.00 Stampli 01/17/2024 0.00 1,362.00 Stratoguard, LLC 01/17/2024 0.00 230.56 Survey Supply Inc 01/17/2024 0.00 514.10 Target 01/17/2024 0.00 169.46 The Garden By The Woods 01/17/2024 0.00 140.34 U of M Contlearning 01/17/2024 0.00 50.00 US Bank Rebate 01/17/2024 0.00 -2,671.25 Zoom 01/17/2024 0.00 86.70 Amazon 02/16/2024 0.00 14,006.24 American Legion 02/16/2024 0.00 120.67 American Planning Association 02/16/2024 0.00 125.00 Apple.com 02/16/2024 0.00 0.99 Best Buy 02/16/2024 0.00 946.29 Bitly, Inc 02/16/2024 0.00 35.00 Blinds.com 02/16/2024 0.00 328.67 Caribou Coffee 02/16/2024 0.00 12.37 CBI-WINZIP 02/16/2024 0.00 37.35 Chanhassen Brewing Co 02/16/2024 0.00 92.54 Chanhassen Dinner Theatre 02/16/2024 0.00 9.59 Chaska Event Center 02/16/2024 0.00 1,500.00 Chick-Fil-A 02/16/2024 0.00 260.51 Chipotle Mexican Grill 02/16/2024 0.00 176.37 Core & Main LP 02/16/2024 0.00 1,385.06 Costco Wholesale 02/16/2024 0.00 110.65 Crooked Pint 02/16/2024 0.00 2,083.12 Davanni's 02/16/2024 0.00 164.62 Dell 02/16/2024 0.00 8,970.99 Economic Development Assn of MN 02/16/2024 0.00 2,925.00 Ehlers 02/16/2024 0.00 230.00 Excel University Training Subsciption 02/16/2024 0.00 480.00 Facebook 02/16/2024 0.00 30.00 FotoGenic 02/16/2024 0.00 200.00 From Scratch Baking 02/16/2024 0.00 92.13 FTD 02/16/2024 0.00 54.20 Page 2 of 7 107 Vendor Name Check Date Void Checks Check Amount Full Source 02/16/2024 0.00 373.48 Fully Involved Stitching 02/16/2024 0.00 1,458.90 Fusion Learning Partners 02/16/2024 0.00 1,560.00 Government Finance Officers Association 02/16/2024 0.00 874.00 Grainger 02/16/2024 0.00 37.58 Hach Company 02/16/2024 0.00 1,379.43 Holiday Stationstore 02/16/2024 0.00 74.13 Home Depot 02/16/2024 0.00 1,279.42 Homeland Security and Emergency Management 02/16/2024 0.00 204.30 IAPMO 02/16/2024 0.00 119.03 IMPARK 02/16/2024 0.00 15.00 Inland Empire 02/16/2024 0.00 172.50 International Code Council 02/16/2024 0.00 2,465.75 Jamf Software, LLC 02/16/2024 0.00 280.00 Jimmy Johns 02/16/2024 0.00 79.81 Kwik Trip 02/16/2024 0.00 14.03 Lasercrafting 02/16/2024 0.00 22.50 Lunds & Byerly's 02/16/2024 0.00 8.34 Master Lock Real Estate Store 02/16/2024 0.00 212.20 McMaster-Carr 02/16/2024 0.00 231.91 Med Box Grill 02/16/2024 0.00 20.44 Menards 02/16/2024 0.00 -18.96 Merlins Ace Hardware 02/16/2024 0.00 3.60 Metropolitan Council Enviromental Services 02/16/2024 0.00 20,000.00 Minnesota Erosion Control 02/16/2024 0.00 420.00 Minnesota Nursery and Landscape 02/16/2024 0.00 1,175.00 Minnesota State Fire Chiefs Association 02/16/2024 0.00 1,140.00 Minnesota Trophies & Gifts 02/16/2024 0.00 38.40 MN Dept of Labor and Industry 02/16/2024 0.00 123.00 MN Recreation and Park Association 02/16/2024 0.00 100.00 Motion Picture License Corporation 02/16/2024 0.00 415.62 National Recreation and Park Association 02/16/2024 0.00 700.00 Newegg.com 02/16/2024 0.00 59.61 Office Max/Office Depot 02/16/2024 0.00 1,095.26 Prairie Lawn & Garden 02/16/2024 0.00 -45.00 Something to Crow About Health & Wellness 02/16/2024 0.00 150.00 Stampli 02/16/2024 0.00 1,362.00 Stratoguard, LLC 02/16/2024 0.00 230.56 Target 02/16/2024 0.00 128.40 U of M Contlearning 02/16/2024 0.00 1,685.00 Water Environment Federation 02/16/2024 0.00 180.00 Zoho Corporation 02/16/2024 0.00 7,076.00 Zoom 02/16/2024 0.00 86.70 Anne Beckman 03/13/2024 0.00 450.00 Black Cherry Development, LLC 03/13/2024 0.00 299,246.29 CARVER COUNTY LICENSE CENTER 03/13/2024 0.00 364.75 CENTURYLINK 03/13/2024 0.00 64.00 Marco Inc 03/13/2024 0.00 1,010.00 Metronet Holdings, LLC 03/13/2024 0.00 56.13 MN DEPT OF HEALTH 03/13/2024 0.00 32.00 NOVEL SOLAR THREE, LLC 03/13/2024 0.00 3,930.73 XCEL ENERGY INC 03/13/2024 0.00 39.23 ALLSTREAM 03/14/2024 0.00 564.47 Page 3 of 7 108 Vendor Name Check Date Void Checks Check Amount Ascensus 03/14/2024 0.00 2,500.00 ASPEN MILLS 03/14/2024 0.00 926.17 Barr Engineering Company 03/14/2024 0.00 2,116.00 Beaudry Oil & Service Inc 03/14/2024 0.00 20,210.20 BOLTON & MENK INC 03/14/2024 0.00 1,638.04 BRAUN INTERTEC CORPORATION 03/14/2024 0.00 29,370.00 BravO! National Dance & Talent Competition 03/14/2024 0.00 7,935.00 Carver County 03/14/2024 0.00 96,309.77 CEMSTONE PRODUCTS CO 03/14/2024 0.00 3,590.99 City of Victoria 03/14/2024 0.00 149.90 CORE & MAIN LP 03/14/2024 0.00 1,232.51 CROWN COLLEGE 03/14/2024 0.00 650.00 CUB FOODS 03/14/2024 0.00 61.30 DEM-CON LANDFILL 03/14/2024 0.00 312.54 Earl F Andersen Inc 03/14/2024 0.00 1,630.73 Efim Shukalovich 03/14/2024 0.00 2,500.00 Enterprise FM Trust 03/14/2024 0.00 21,974.16 Ferguson Waterworks #2518 03/14/2024 0.00 4,192.64 GOPHER STATE ONE-CALL INC 03/14/2024 0.00 186.30 GREEN MEADOWS INC 03/14/2024 0.00 278.25 Guard Guys, LLC 03/14/2024 0.00 107.70 GYM WORKS INC 03/14/2024 0.00 104.00 Holton Electric Contractors LLC 03/14/2024 0.00 564.15 Indigo Signs 03/14/2024 0.00 3,071.25 Innovative Office Solutions LLC 03/14/2024 0.00 88.72 K2 Electrical Services Inc 03/14/2024 0.00 235.00 KIMLEY HORN AND ASSOCIATES INC 03/14/2024 0.00 98,091.18 Kodru-Mooney 03/14/2024 0.00 20,159.00 Lano Equipment 03/14/2024 0.00 4,400.00 Local 49 Training Center 03/14/2024 0.00 4,021.25 LYMAN LUMBER 03/14/2024 0.00 852.96 Mark Seegers 03/14/2024 0.00 100.00 MERLINS ACE HARDWARE 03/14/2024 0.00 1,145.61 METROPOLITAN COUNCIL 03/14/2024 0.00 3,736.28 Mid America Meter Inc 03/14/2024 0.00 85.00 Minuteman Press 03/14/2024 0.00 68.00 MN DEPT OF LABOR AND INDUSTRY 03/14/2024 0.00 20.00 NAPA AUTO & TRUCK PARTS 03/14/2024 0.00 186.37 NEWMAN SIGNS INC 03/14/2024 0.00 1,096.79 NvoicePay 03/14/2024 0.00 732.30 PILGRIM DRY CLEANERS 03/14/2024 0.00 131.86 Pinnacle Pest Control 03/14/2024 0.00 1,125.00 Povolny Specialties 03/14/2024 0.00 5,900.00 PRECISE MRM LLC 03/14/2024 0.00 294.00 Premium Waters, Inc 03/14/2024 0.00 4.32 Pro-Tec Design, Inc. 03/14/2024 0.00 382.50 Quality Flow Systems Inc 03/14/2024 0.00 505.00 Reem Danial 03/14/2024 0.00 352.80 RespondersPro Inc 03/14/2024 0.00 787.45 Senja Inc 03/14/2024 0.00 96.00 Shadywood Tree Experts and Landscaping 03/14/2024 0.00 1,045.00 SOFTWARE HOUSE INTERNATIONAL 03/14/2024 0.00 3,911.00 SRF CONSULTING GROUP INC 03/14/2024 0.00 57,676.06 Page 4 of 7 109 Vendor Name Check Date Void Checks Check Amount Stavros Properties 03/14/2024 0.00 738.16 Storms Welding & Mfg, Inc. 03/14/2024 0.00 850.00 SUMMIT FIRE PROTECTION 03/14/2024 0.00 2,932.05 Taylor Electric Company, LLC 03/14/2024 0.00 1,200.00 The Flasher Scope & Scan Diagnostics 03/14/2024 0.00 240.00 TimeSaver Off Site Secretarial, Inc 03/14/2024 0.00 522.00 Wild Mountain, Inc 03/14/2024 0.00 1,960.00 WSB & ASSOCIATES INC 03/14/2024 0.00 51,313.90 ZARNOTH BRUSH WORKS INC 03/14/2024 0.00 3,110.30 Marco Inc 03/20/2024 0.00 735.00 Marissa Smith 03/20/2024 0.00 200.00 MN VALLEY ELECTRIC COOP 03/20/2024 0.00 295.77 ARAMARK Refreshment Services, LLC 03/21/2024 0.00 1,225.38 ASPEN MILLS 03/21/2024 0.00 361.47 BOUND TREE MEDICAL LLC 03/21/2024 0.00 694.76 CAMPBELL KNUTSON 03/21/2024 0.00 15,736.90 CITY OF CHASKA 03/21/2024 0.00 1,451.76 City of Victoria 03/21/2024 0.00 59.28 CORE & MAIN LP 03/21/2024 0.00 32.26 David Jones 03/21/2024 0.00 125.00 DOLLIFF INC. INSURANCE 03/21/2024 0.00 23,000.00 EMERGENCY AUTOMOTIVE TECH INC 03/21/2024 0.00 860.26 Environmental Equipment & Services Inc 03/21/2024 0.00 1,511.00 Ferguson Waterworks #2518 03/21/2024 0.00 29,344.92 HANSEN THORP PELLINEN OLSON 03/21/2024 0.00 5,674.00 HAWKINS CHEMICAL 03/21/2024 0.00 6,026.00 HealthPartners, Inc. 03/21/2024 0.00 93,334.34 Indoor Landscapes Inc 03/21/2024 0.00 187.00 Innovative Office Solutions LLC 03/21/2024 0.00 183.88 Juli Al-Hilwani 03/21/2024 0.00 150.00 Lawson Products, Inc. 03/21/2024 0.00 807.85 LEAGUE OF MN CITIES INS TRUST 03/21/2024 0.00 59,952.00 Lockridge Grindal Nauen P.L.L.P 03/21/2024 0.00 3,333.33 METROPOLITAN COUNCIL 03/21/2024 0.00 230,855.78 Metropolitan Council, Env Svcs 03/21/2024 0.00 31,981.95 MN DEPT OF HEALTH 03/21/2024 0.00 21,094.00 MN DEPT OF LABOR AND INDUSTRY 03/21/2024 0.00 8,164.80 Northfield Lines, Inc 03/21/2024 0.00 1,382.27 Rent N Save Portable Services 03/21/2024 0.00 1,066.00 RUFFRIDGE JOHNSON EQUIPMENT CO 03/21/2024 0.00 839.49 Shadywood Tree Experts and Landscaping 03/21/2024 0.00 2,655.00 SOFTWARE HOUSE INTERNATIONAL 03/21/2024 0.00 7,149.44 SOUTH METRO CUSTOM REMODELING 03/21/2024 0.00 70.00 SOUTHWEST NEWS MEDIA 03/21/2024 0.00 423.15 TimeSaver Off Site Secretarial, Inc 03/21/2024 0.00 580.00 VIKING ELECTRIC SUPPLY 03/21/2024 0.00 1,025.07 Waste Management of Minnesota, Inc 03/21/2024 0.00 1,407.87 WM MUELLER & SONS INC 03/21/2024 0.00 73.35 Xcel Energy 03/21/2024 0.00 52.00 6880 CHAPARRAL LLC 03/27/2024 0.00 295.26 BRUCE & KAYLAR SMITH 03/27/2024 0.00 17.06 CENTERPOINT ENERGY MINNEGASCO 03/27/2024 0.00 9,258.28 CenturyLink 03/27/2024 0.00 59.99 Page 5 of 7 110 Vendor Name Check Date Void Checks Check Amount DAWN & JASON EDWARDS 03/27/2024 0.00 97.21 DEREK & ALYSSA ANDERSON 03/27/2024 0.00 43.16 EDINA REALTY 03/27/2024 0.00 123.22 GARY & JILL LUTZ 03/27/2024 0.00 30.05 LANDTITLE 03/27/2024 0.00 153.17 MN VALLEY ELECTRIC COOP 03/27/2024 0.00 338.04 Potentia MN Solar 03/27/2024 0.00 6,129.19 Priya Tandon 03/27/2024 0.00 400.00 RAQUEL NAVARRSKI 03/27/2024 0.00 34.14 Samantha DiMaggio 03/27/2024 0.00 58.95 Advanced Engineering & Environmental Services, LLC 03/28/2024 0.00 6,091.13 AMERICAN TIRE DISTRIBUTORS INC 03/28/2024 0.00 256.64 Barbara Pashek 03/28/2024 0.00 100.00 Boarman Kroos Vogel Group Inc 03/28/2024 0.00 85,516.97 BOULDER WALLS FOR LESS 03/28/2024 0.00 250.00 Carver County 03/28/2024 0.00 740.00 CDW GOVERNMENT LLC 03/28/2024 0.00 9,826.00 Cintas Corporation No. 2 03/28/2024 0.00 74.67 Colonial Life & Accident Insurance Co 03/28/2024 0.00 189.54 Custom Home Builders Title, LLC 03/28/2024 0.00 3,600.00 DALCO ENTERPRISES, INC. 03/28/2024 0.00 214.08 EHLERS & ASSOCIATES INC 03/28/2024 0.00 6,000.00 EROSION PRODUCTS LLC 03/28/2024 0.00 122.40 Ferguson Enterprises, Inc. #1657 03/28/2024 0.00 58.75 Ferguson Waterworks #2518 03/28/2024 0.00 3,132.35 Fidelity Security Life 03/28/2024 0.00 331.75 Focal Point Partners, Inc 03/28/2024 0.00 9,189.00 HANSEN THORP PELLINEN OLSON 03/28/2024 0.00 1,386.00 Health Strategies 03/28/2024 0.00 36.00 HENNEPIN COUNTY 03/28/2024 0.00 32.90 Indigo Signs 03/28/2024 0.00 695.00 Infosend, Inc 03/28/2024 0.00 3,387.59 James Anderson 03/28/2024 0.00 100.00 Kelly Solko 03/28/2024 0.00 100.00 Krueger Excavating Inc 03/28/2024 0.00 2,560.00 Lenore Dryke 03/28/2024 0.00 100.00 LHB, Inc. 03/28/2024 0.00 6,950.90 Metro Garage Door Company 03/28/2024 0.00 2,592.22 MOSS & BARNETT 03/28/2024 0.00 2,424.00 NAPA AUTO & TRUCK PARTS 03/28/2024 0.00 44.22 Pei-Pei Chiang 03/28/2024 0.00 100.00 RUFFRIDGE JOHNSON EQUIPMENT CO 03/28/2024 0.00 66.27 SEH 03/28/2024 0.00 5,846.10 Shadywood Tree Experts and Landscaping 03/28/2024 0.00 2,430.00 Stephanie Watford 03/28/2024 0.00 100.00 Stericycle, Inc 03/28/2024 0.00 223.00 United Laboratories 03/28/2024 0.00 604.62 VESSCO INC 03/28/2024 0.00 399.30 VIKING ELECTRIC SUPPLY 03/28/2024 0.00 160.22 WM MUELLER & SONS INC 03/28/2024 0.00 55.94 CCP NI MASTER TENANT 4 LLC 04/03/2024 0.00 4,625.13 CENTURYLINK 04/03/2024 0.00 1,756.48 IUOE Local #49 04/03/2024 0.00 700.00 Page 6 of 7 111 Vendor Name Check Date Void Checks Check Amount MN DEPT OF HEALTH 04/03/2024 0.00 23.00 MN NCPERS LIFE INSURANCE 04/03/2024 0.00 144.00 MN VALLEY ELECTRIC COOP 04/03/2024 0.00 7,075.31 Nokomis Energy, LLC 04/03/2024 0.00 3,931.42 VERIZON WIRELESS 04/03/2024 0.00 5,194.44 XCEL ENERGY INC 04/03/2024 0.00 32,312.81 ALEX AIR APPARATUS 2 LLC 04/04/2024 0.00 1,649.66 American Family Life Assurance Company of Columbus 04/04/2024 0.00 124.80 Apollo Plumbing Inc 04/04/2024 0.00 74.80 ASPEN MILLS 04/04/2024 0.00 135.03 BOLTON & MENK INC 04/04/2024 0.00 5,500.50 BRYAN ROCK PRODUCTS INC 04/04/2024 0.00 1,756.39 Christine Lea Pedretti 04/04/2024 0.00 1,689.35 CLASS C COMPONENTS INC 04/04/2024 0.00 96.00 Cleaning Solutions Services 04/04/2024 0.00 8,147.20 COMPUTER INTEGRATION TECHN. 04/04/2024 0.00 583.60 CORE & MAIN LP 04/04/2024 0.00 890.60 CUMMINS NPOWER 04/04/2024 0.00 707.04 DAKOTA SUPPLY GROUP 04/04/2024 0.00 2,113.58 Environmental Equipment & Services Inc 04/04/2024 0.00 323.93 ESS BROTHERS & SONS INC 04/04/2024 0.00 51.15 FASTENAL COMPANY 04/04/2024 0.00 1,136.47 Ferguson Waterworks #2518 04/04/2024 0.00 7,215.10 FORCE AMERICA INC 04/04/2024 0.00 759.14 Frontier Precision, Inc 04/04/2024 0.00 196.20 GYM WORKS INC 04/04/2024 0.00 527.00 HAWKINS CHEMICAL 04/04/2024 0.00 20.00 HOISINGTON KOEGLER GROUP 04/04/2024 0.00 45,715.22 Juli Al-Hilwani 04/04/2024 0.00 371.25 KENNEDY & GRAVEN, CHARTERED 04/04/2024 0.00 6,228.00 KIMLEY HORN AND ASSOCIATES INC 04/04/2024 0.00 116,282.98 Lawson Products, Inc. 04/04/2024 0.00 43.71 MID COUNTY COOP 04/04/2024 0.00 576.17 MN FIRE SERVICE CERTIFICATION BOARD 04/04/2024 0.00 126.00 MN Plumbing & Home Service Inc 04/04/2024 0.00 80.25 NAPA AUTO & TRUCK PARTS 04/04/2024 0.00 61.73 Northdale Construction Company, Inc 04/04/2024 0.00 50.00 NORTHWEST ASPHALT INC 04/04/2024 0.00 99,090.68 Ramy Turf Products, LLC 04/04/2024 0.00 750.00 SEH 04/04/2024 0.00 31,228.85 Shadywood Tree Experts and Landscaping 04/04/2024 0.00 2,169.38 Sun Life Financial 04/04/2024 0.00 3,776.25 Taylor Electric Company, LLC 04/04/2024 0.00 2,400.00 Taylor Pederson 04/04/2024 0.00 2,472.84 TimeSaver Off Site Secretarial, Inc 04/04/2024 0.00 946.00 Travis Ott 04/04/2024 0.00 1,648.56 TSG Server & Storage, Inc 04/04/2024 0.00 3,040.00 US Home Corporation 04/04/2024 0.00 2,500.00 WCEC Inc 04/04/2024 0.00 250.00 ZIEGLER INC 04/04/2024 0.00 71.96 Report Total:0.00 2,059,342.17 Page 7 of 7 112 AP Check Detail User: dwashburn Printed: 4/8/2024 10:50 AM Last Name Acct 1 Amount Check Date Description 6880 CHAPARRAL LLC 700-0000-2020 63.17 03/27/24 Refund Check 104177-000 6880 CHAPARRAL LANE 6880 CHAPARRAL LLC 701-0000-2020 137.39 03/27/24 Refund Check 104177-000 6880 CHAPARRAL LANE 6880 CHAPARRAL LLC 720-0000-2020 94.70 03/27/24 Refund Check 104177-000 6880 CHAPARRAL LANE 6880 CHAPARRAL LLC Total 295.26 Acme Tools 700-0000-4150 21.69 01/17/24 MW Irwin Impact Double ended screwdriver Acme Tools Total 21.69 Advanced Engineering & Environmental Services LLC 700-0000-4300 4,591.13 03/28/24 troubleshooting well Advanced Engineering & Environmental Services LLC 701-0000-4300 1,500.00 03/28/24 communication with 4RF radio Advanced Engineering & Environmental Services LLC Total 6,091.13 ALEX AIR APPARATUS 2 LLC 101-1220-4142 460.12 04/04/24 Single Gas CO Monitor for E13 Med bag ALEX AIR APPARATUS 2 LLC 101-1220-4530 1,189.54 04/04/24 SCBA Air Compressor Annual Maintenace ALEX AIR APPARATUS 2 LLC Total 1,649.66 Al-Hilwani Juli 101-1539-4343 150.00 03/21/24 March 2024 Pickleball Lessons Al-Hilwani Juli 101-1530-4347 146.25 04/04/24 Tammy Flolid 5 pasck Al-Hilwani Juli 101-1539-4343 225.00 04/04/24 March 30 April 6 April 13 PBLessons Al-Hilwani Juli Total 521.25 ALLSTREAM 101-1160-4310 564.47 03/14/24 Phone System Maint 4/18 - 5/17 ALLSTREAM Total 564.47 Amazon 101-1120-4110 37.41 01/17/24 AA Coffee Pot Lid Replacement Amazon 101-1120-4110 17.58 01/17/24 AAA Batteries Supply Room Amazon 101-1120-4110 36.86 01/17/24 Avery Name Tags and Fruit Fly traps Amazon 101-1120-4110 12.78 01/17/24 Bingo Chips Amazon 101-1120-4110 29.94 01/17/24 Bleach Wipes (8) Amazon 101-1120-4110 27.96 01/17/24 C Batteries D Batteries Amazon 101-1120-4110 22.99 01/17/24 Carstock Cards Civic Campus Info Amazon 101-1120-4110 51.99 01/17/24 Certificate Holders Years of Service Amazon 101-1120-4110 9.95 01/17/24 Certificate Paper AP - Check Detail (4/8/2024) Page 1 of 35113 Last Name Acct 1 Amount Check Date Description Amazon 101-1120-4110 105.78 01/17/24 Color Blocks for Training LH Amazon 101-1120-4110 22.49 01/17/24 Dishrack Amazon 101-1120-4110 29.24 01/17/24 get rid of plant bugs at city hall Amazon 101-1120-4110 172.80 01/17/24 Insights Color Blocks LH Amazon 101-1120-4110 11.99 01/17/24 Magnets Amazon 101-1120-4110 39.98 01/17/24 Small Whiteboards with Markers LH Amazon 101-1160-4133 676.99 01/17/24 APC battery backup fire station server rack Amazon 101-1160-4133 2,367.31 01/17/24 Fiber transceiver public works Amazon 101-1160-4133 1,250.00 01/17/24 HP Aruba switch 2930F spare Amazon 101-1160-4133 1,580.00 01/17/24 spare fiber transceivers Amazon 101-1160-4134 21.99 01/17/24 Cable pull rods Amazon 101-1160-4207 11.95 01/17/24 Dec Access Fee Televised Sewer Videos Amazon 101-1160-4530 97.05 01/17/24 Back UPS 650 VA Desktop Amazon 101-1160-4530 8.86 01/17/24 iPhone 14 Screen Protectors Amazon 101-1160-4530 80.48 01/17/24 Replacement ergonomic mice Amazon 101-1220-4121 220.44 01/17/24 Area Rug for Day room Amazon 101-1220-4121 139.99 01/17/24 Filing Cabinet for Day Room Amazon 101-1220-4121 95.87 01/17/24 Rug Pad for Area Rug in Dayroom Amazon 101-1220-4142 12.86 01/17/24 Electric Trimmer for AED Amazon 101-1220-4142 19.56 01/17/24 Security Seals for MCI Bags and Elegard Amazon 101-1320-4120 150.10 01/17/24 CS Snow Plow Lights Amazon 101-1370-4260 52.38 01/17/24 CS Hearing Protection Amazon 101-1530-4130 29.48 01/17/24 28 5" basketballs Amazon 101-1530-4130 48.83 01/17/24 Ice Packs First Aid Amazon 101-1530-4150 23.99 01/17/24 Cleaning Spray Bottles Amazon 101-1530-4150 20.79 01/17/24 Sprayers for bottles Amazon 101-1530-4530 82.95 01/17/24 Basketballs for gym Amazon 101-1600-4130 13.92 01/17/24 Big Mo's Toys Clear Plastic Tablecloth Clips Amazon 101-1600-4130 152.40 01/17/24 Duct Tape Duckies for kids ball pump extension cord Amazon 101-1600-4130 94.58 01/17/24 Original Duck Tape Brand Heavy Dute Shipping Packing Tape Bond Amazon 700-0000-4120 5.04 01/17/24 BM Alligator Clip & Clamp Amazon 700-0000-4120 37.11 01/17/24 BM Parts for Locator Amazon 700-0000-4120 7.56 01/17/24 BM Storage Carrying Bag Amazon 700-0000-4150 3.78 01/17/24 BM Privacy Screen Protector with Camera lens protector Amazon 700-0000-4150 52.41 01/17/24 BM Safety Glasses Amazon 700-0000-4150 (5.36) 01/17/24 BM Safety Glasses Refund Amazon 700-0000-4310 3.24 01/17/24 BM USB Cable Amazon 700-7019-4120 15.68 01/17/24 JC ASUS USB BT500 Bluetooth Adapter with small design Amazon 700-7019-4120 70.36 01/17/24 JC Car Charger Adapter Transformers USB Amazon 700-7025-4706 168.99 01/17/24 Second Monitor for Scada System Amazon 700-7025-4706 158.99 01/17/24 Second Monitor for Scada System East Water Plant Amazon 700-7043-4120 8.12 01/17/24 MW WWTP Screw/Bolt kit for Chemical Pumps AP - Check Detail (4/8/2024) Page 2 of 35114 Last Name Acct 1 Amount Check Date Description Amazon 700-7043-4510 19.88 01/17/24 Building Office Monitors Amazon 701-0000-4120 5.04 01/17/24 BM Alligator Clip & Clamp Amazon 701-0000-4120 37.11 01/17/24 BM Parts for Locator Amazon 701-0000-4120 7.56 01/17/24 BM Storage Carrying Bag Amazon 701-0000-4120 32.52 01/17/24 CS Safety Decal Amazon 701-0000-4140 123.56 01/17/24 CS Vehicle Light Amazon 701-0000-4150 3.78 01/17/24 BM Privacy Screen Protector with Camera lens protector Amazon 701-0000-4150 52.40 01/17/24 BM Safety Glasses Amazon 701-0000-4150 (5.36) 01/17/24 BM Safety Glasses Refund Amazon 701-0000-4310 3.25 01/17/24 BM USB Cable Amazon 720-0000-4240 16.25 01/17/24 Accidental Transaction to be refunded #578381 Amazon 101-1110-4375 48.32 02/16/24 Senate bonding tour supplies Amazon 101-1110-4375 29.00 02/16/24 Water for bonding bill tour Amazon 101-1120-4110 89.97 02/16/24 6 Display Tripods open houses etc Amazon 101-1120-4110 72.83 02/16/24 Clipboards Engineering planner DEL Amazon 101-1120-4110 42.14 02/16/24 Cups Drink Dispenser LH Amazon 101-1120-4110 51.94 02/16/24 Laminating sleeves copy room and Rec center Amazon 101-1120-4110 10.99 02/16/24 Laptop Stand KM Amazon 101-1120-4110 19.98 02/16/24 Laptop Stands ST DZ Amazon 101-1120-4110 529.48 02/16/24 Letter Opener Finance Amazon 101-1120-4110 15.73 02/16/24 Neon Labels Amazon 101-1120-4110 9.85 02/16/24 Planner ST Amazon 101-1160-4132 24.23 02/16/24 compressed air Amazon 101-1160-4132 61.71 02/16/24 Keyboard Letters and Anker hubs Amazon 101-1160-4132 40.86 02/16/24 Replace iPhone case and screen protector Amazon 101-1160-4133 1,199.94 02/16/24 Hard Drives for Communications NAS Amazon 101-1160-4133 3,836.72 02/16/24 NAS for backups Amazon 101-1160-4133 2,999.00 02/16/24 NAS for Communications Amazon 101-1160-4134 17.28 02/16/24 Network Hub for Communications office Amazon 101-1160-4134 307.92 02/16/24 Network patch cables Amazon 101-1160-4134 2,575.98 02/16/24 Network Switches Amazon 101-1160-4207 12.03 02/16/24 Televised Sewer Video Access Fee Dec Amazon 101-1160-4260 15.99 02/16/24 Headlamp Amazon 101-1160-4530 32.99 02/16/24 iPhone case for Daisy Anderson Amazon 101-1160-4530 32.99 02/16/24 iPhone case for Donovan Erickson Large Amazon 101-1160-4530 24.95 02/16/24 Replacement headset matt k Amazon 101-1160-4530 15.10 02/16/24 Screen protectors for iPhones Amazon 101-1220-4121 12.65 02/16/24 Desk Organizer for CRR Specialist Amazon 101-1220-4121 153.59 02/16/24 Fire Station items Amazon 101-1220-4121 44.94 02/16/24 Side Tables for dayroom Amazon 101-1220-4152 35.20 02/16/24 Station hose nozzles Amazon 101-1220-4290 28.48 02/16/24 Kitchen supplies AP - Check Detail (4/8/2024) Page 3 of 35115 Last Name Acct 1 Amount Check Date Description Amazon 101-1220-4290 239.98 02/16/24 Popcorn Machine Replacement Receipt #581543 Amazon 101-1320-4140 220.71 02/16/24 AA LED Lights for Plow Trucks Amazon 101-1530-4130 9.58 02/16/24 Projector Cable Amazon 101-1530-4150 166.18 02/16/24 Fitness Cleaning towels Amazon 101-1530-4150 69.04 02/16/24 Towels for Fitness Center Amazon 101-1550-4120 11.15 02/16/24 CS Rebuild Kit Amazon 700-0000-4150 16.25 02/16/24 BM Phone Mount Amazon 700-0000-4150 23.15 02/16/24 BM Spray Can Paint Shaker Mix Amazon 700-7043-4120 10.95 02/16/24 MW Adapter for New Monitors Amazon 700-7043-4150 33.95 02/16/24 MW Salt Container for 317 Amazon 701-0000-4150 16.25 02/16/24 BM Phone Mount Amazon 701-0000-4150 23.15 02/16/24 BM Spray Can Paint Shaker Mix Amazon 701-0000-4551 756.87 02/16/24 GF Backup Battery For Lift Stations Amazon 720-0000-4240 16.25 02/16/24 Accidental Transaction - to be refunded Amazon Total 22,710.66 American Family Life Assurance Company of Columbus 101-0000-2008 124.80 04/04/24 March premium American Family Life Assurance Company of Columbus Total 124.80 American Legion 101-1120-4381 120.67 02/16/24 Qaurterly New Hire breakfast American Legion Total 120.67 American Planning Association 101-1123-4360 125.00 02/16/24 APA Membership 2024 American Planning Association Total 125.00 American Swedish Institute 101-1560-4342 1,086.65 01/17/24 ASI trip Admission and Tour fees American Swedish Institute Total 1,086.65 AMERICAN TIRE DISTRIBUTORS INC 101-1320-4120 256.64 03/28/24 Trailer Tires AMERICAN TIRE DISTRIBUTORS INC Total 256.64 ANDERSON DEREK & ALYSSA 700-0000-2020 13.14 03/27/24 Refund Check 100915-000 7016 SANDY HOOK CIRCLE ANDERSON DEREK & ALYSSA 701-0000-2020 22.25 03/27/24 Refund Check 100915-000 7016 SANDY HOOK CIRCLE ANDERSON DEREK & ALYSSA 720-0000-2020 7.77 03/27/24 Refund Check 100915-000 7016 SANDY HOOK CIRCLE ANDERSON DEREK & ALYSSA Total 43.16 Anderson James 700-7204-4901 100.00 03/28/24 Water Wise Rebate- Clothes Washer Anderson James Total 100.00 Apollo Plumbing Inc 101-1250-3306 74.80 04/04/24 Canceled permit - 6842 Highover Dr Apollo Plumbing Inc Total 74.80 AP - Check Detail (4/8/2024) Page 4 of 35116 Last Name Acct 1 Amount Check Date Description Apple.com 101-1220-4310 1.98 01/17/24 Apple Storage Apple.com 101-1220-4310 0.99 02/16/24 Apple Storage Apple.com Total 2.97 ARAMARK Refreshment Services LLC 101-1120-4110 687.01 03/21/24 Coffee: sr center admin building ARAMARK Refreshment Services LLC 101-1120-4110 169.98 03/21/24 Fire Station Coffee ARAMARK Refreshment Services LLC 101-1120-4110 287.09 03/21/24 Public Works Coffee ARAMARK Refreshment Services LLC 101-1120-4110 81.30 03/21/24 Water Filter CFD coffee machine ARAMARK Refreshment Services LLC Total 1,225.38 Ascensus 101-1130-4301 2,500.00 03/14/24 GASB 75 Full Report Ascensus Total 2,500.00 ASPEN MILLS 101-1220-4240 175.72 03/14/24 Erdmann Uniform Items ASPEN MILLS 101-1220-4240 113.90 03/14/24 Heger Duty Crew Pants ASPEN MILLS 101-1220-4240 636.55 03/14/24 John Vance's Class A uniform ASPEN MILLS 101-1220-4240 361.47 03/21/24 John Vance Unform Items ASPEN MILLS 101-1220-4240 135.03 04/04/24 Heger Class B uniform/game jacket ASPEN MILLS Total 1,422.67 Barr Engineering Company 700-7025-4300 2,116.00 03/14/24 Well #10 & 12 Rehab Barr Engineering Company Total 2,116.00 Beaudry Oil & Service Inc 101-1370-4170 20,210.20 03/14/24 fuel Beaudry Oil & Service Inc Total 20,210.20 Beckman Anne 101-1560-4343 450.00 03/13/24 Art class instructor fee Beckman Anne Total 450.00 Best Buy 101-1160-4135 799.99 02/16/24 TV for Public Works Multi-Purpose Room Best Buy 101-1312-4510 146.30 02/16/24 tv bracket Best Buy Total 946.29 Bitly Inc 101-1125-4229 35.00 01/17/24 Online subscription for short URLs Bitly Inc 101-1125-4360 35.00 02/16/24 Online subscription for short URLs Bitly Inc Total 70.00 Black Cherry Development LLC 101-0000-2076 40,375.00 03/13/24 Security Escrow Black Cherry Development LLC 700-7025-4706 59,997.15 03/13/24 Watermain oversizing Black Cherry Development LLC 701-7025-4706 198,874.14 03/13/24 Sanitary Sewer oversizing & LS relocation Black Cherry Development LLC Total 299,246.29 AP - Check Detail (4/8/2024) Page 5 of 35117 Last Name Acct 1 Amount Check Date Description Blinds.com 101-1220-4121 328.67 02/16/24 Dayroom Blinds Blinds.com Total 328.67 Boarman Kroos Vogel Group Inc 414-4010-4300 85,516.97 03/28/24 Chanhassen Civic Campus Boarman Kroos Vogel Group Inc Total 85,516.97 BOLTON & MENK INC 101-1310-4359 23.04 03/14/24 LC Per MN Statute 471.425 BOLTON & MENK INC 601-6051-4300 57.67 03/14/24 #23-01 PMP@73% BOLTON & MENK INC 601-6051-4300 1,121.28 03/14/24 @73% BOLTON & MENK INC 700-6051-4300 168.96 03/14/24 @11% BOLTON & MENK INC 700-6051-4300 8.69 03/14/24 Water@11% BOLTON & MENK INC 701-6051-4300 61.44 03/14/24 @4% BOLTON & MENK INC 701-6051-4300 3.16 03/14/24 Sanitary@4% BOLTON & MENK INC 720-6051-4300 184.32 03/14/24 @12% BOLTON & MENK INC 720-6051-4300 9.48 03/14/24 Storm@12% BOLTON & MENK INC 701-0000-4303 5,500.50 04/04/24 Specification & Design Assistance BOLTON & MENK INC Total 7,138.54 BOULDER WALLS FOR LESS 101-0000-2073 250.00 03/28/24 Erosion Escrow 7546 Erie Ave -Receipt #515936 BOULDER WALLS FOR LESS Total 250.00 BOUND TREE MEDICAL LLC 101-1220-4142 694.76 03/21/24 Stat Pack Medical bag BOUND TREE MEDICAL LLC Total 694.76 BRAUN INTERTEC CORPORATION 601-6060-4300 29,370.00 03/14/24 #24-01 City Pavement Project-Geotechnical BRAUN INTERTEC CORPORATION Total 29,370.00 BravO! National Dance & Talent Competition 101-1534-4356 7,935.00 03/14/24 Bravo Dance Competition BravO! National Dance & Talent Competition Total 7,935.00 Broadway Across America 101-1560-4342 4,032.00 01/17/24 Lion King tickets for Chanhassen and Chaska Broadway Across America Total 4,032.00 BRYAN ROCK PRODUCTS INC 720-7207-4150 1,756.39 04/04/24 rip rap for stormwater repair BRYAN ROCK PRODUCTS INC Total 1,756.39 CAMPBELL KNUTSON 101-1140-4302 15,736.90 03/21/24 Legal Services-February 2024 CAMPBELL KNUTSON Total 15,736.90 Caribou Coffee 101-1123-4372 12.19 01/17/24 SW Transit Coffee with Len and Rachel J Caribou Coffee 101-1123-4372 4.28 01/17/24 Tanya from ISG Caribou Coffee 101-1123-4372 4.28 02/16/24 Intro Meeting - Julie Grove City of Chaska AP - Check Detail (4/8/2024) Page 6 of 35118 Last Name Acct 1 Amount Check Date Description Caribou Coffee 101-1123-4372 4.40 02/16/24 Meeting with Erik Hansen SW Metro Transit Caribou Coffee 101-1420-4372 3.69 02/16/24 Meeting with SW Transit CEO Caribou Coffee Total 28.84 Carver County 410-0000-4801 96,309.77 03/14/24 Arboretum Trail Design/Construction- Payment #5 Carver County 101-1130-4301 740.00 03/28/24 Information requests for Audit Carver County Total 97,049.77 Carver County Environmental Center 101-1550-4329 74.40 01/17/24 GB Recycle Processing Carver County Environmental Center Total 74.40 CARVER COUNTY LICENSE CENTER 101-1550-4120 364.75 03/13/24 license & registration CARVER COUNTY LICENSE CENTER Total 364.75 CBI-WINZIP 101-1160-4219 37.35 02/16/24 WinZip Annual Renewal CBI-WINZIP Total 37.35 CCP NI MASTER TENANT 4 LLC 101-1120-1193 77.60 04/03/24 Electric Charges CCP NI MASTER TENANT 4 LLC 101-1350-4320 2,026.06 04/03/24 Electric Charges CCP NI MASTER TENANT 4 LLC 101-1540-4320 227.88 04/03/24 Electric Charges CCP NI MASTER TENANT 4 LLC 101-1550-4320 242.71 04/03/24 Electric Charges CCP NI MASTER TENANT 4 LLC 101-1600-4320 18.61 04/03/24 Electric Charges CCP NI MASTER TENANT 4 LLC 700-0000-4320 71.38 04/03/24 Electric Charges CCP NI MASTER TENANT 4 LLC 700-7019-4320 1,133.68 04/03/24 Electric Charges CCP NI MASTER TENANT 4 LLC 701-0000-4320 827.21 04/03/24 Electric Charges CCP NI MASTER TENANT 4 LLC Total 4,625.13 CDW Government 101-1160-4131 3,505.23 01/17/24 Getac Tablet for Building Dept CDW Government Total 3,505.23 CDW GOVERNMENT LLC 101-1250-4120 9,826.00 03/28/24 Vehicle Mounts - Bldg Dept Getac Tablets CDW GOVERNMENT LLC Total 9,826.00 CEMSTONE PRODUCTS CO 101-1320-4150 163.66 03/14/24 block for bins CEMSTONE PRODUCTS CO 101-1320-4150 1,033.33 03/14/24 block for making bins CEMSTONE PRODUCTS CO 700-0000-4150 163.66 03/14/24 block for bins CEMSTONE PRODUCTS CO 700-0000-4150 1,033.34 03/14/24 block for making bins CEMSTONE PRODUCTS CO 701-0000-4150 163.67 03/14/24 block for bins CEMSTONE PRODUCTS CO 701-0000-4150 1,033.33 03/14/24 block for making bins CEMSTONE PRODUCTS CO Total 3,590.99 CENTERPOINT ENERGY MINNEGASCO 101-1170-4321 1,186.89 03/27/24 Gas Charges AP - Check Detail (4/8/2024) Page 7 of 35119 Last Name Acct 1 Amount Check Date Description CENTERPOINT ENERGY MINNEGASCO 101-1190-4321 2,058.89 03/27/24 Gas Charges CENTERPOINT ENERGY MINNEGASCO 101-1220-4321 918.15 03/27/24 Gas Charges CENTERPOINT ENERGY MINNEGASCO 101-1312-4321 1,949.14 03/27/24 Gas Charges CENTERPOINT ENERGY MINNEGASCO 101-1530-4321 266.79 03/27/24 Gas Charges CENTERPOINT ENERGY MINNEGASCO 101-1550-4321 393.38 03/27/24 Gas Charges CENTERPOINT ENERGY MINNEGASCO 101-1600-4321 22.10 03/27/24 Gas Charges CENTERPOINT ENERGY MINNEGASCO 700-0000-4321 301.52 03/27/24 Gas Charges CENTERPOINT ENERGY MINNEGASCO 700-7019-4321 568.53 03/27/24 Gas Charges CENTERPOINT ENERGY MINNEGASCO 700-7043-4321 1,322.91 03/27/24 Gas Charges CENTERPOINT ENERGY MINNEGASCO 701-0000-4321 269.98 03/27/24 Gas Charges CENTERPOINT ENERGY MINNEGASCO Total 9,258.28 CENTURYLINK 700-0000-4310 32.00 03/13/24 Telephone & Communication Charges CENTURYLINK 701-0000-4310 32.00 03/13/24 Telephone & Communication Charges CENTURYLINK 700-7043-4310 59.99 03/27/24 Telephone & Communication Charges CENTURYLINK 101-1120-4310 49.34 04/03/24 Telephone & Communication Charges CENTURYLINK 101-1160-4325 376.57 04/03/24 Telephone & Communication Charges CENTURYLINK 101-1170-4310 824.40 04/03/24 Telephone & Communication Charges CENTURYLINK 101-1190-4310 123.64 04/03/24 Telephone & Communication Charges CENTURYLINK 101-1350-4310 30.84 04/03/24 Telephone & Communication Charges CENTURYLINK 101-1540-4310 61.82 04/03/24 Telephone & Communication Charges CENTURYLINK 101-1550-4310 30.84 04/03/24 Telephone & Communication Charges CENTURYLINK 700-0000-4310 21.67 04/03/24 Telephone & Communication Charges CENTURYLINK 700-7019-4310 215.69 04/03/24 Telephone & Communication Charges CENTURYLINK 701-0000-4310 21.67 04/03/24 Telephone & Communication Charges CENTURYLINK Total 1,880.47 Chanhassen Brewing Co 101-1110-4375 92.54 02/16/24 State Senate Finance Committee Presentation Chanhassen Brewing Co Total 92.54 Chanhassen Dinner Theatre 101-1123-4381 9.59 02/16/24 Chamber Ambassador Meeting/Lunch Chanhassen Dinner Theatre Total 9.59 Chaska Event Center 101-1120-4371 900.00 01/17/24 Employee Holiday Training facility rental deposit Chaska Event Center 101-1120-4371 1,500.00 02/16/24 curling teambuilding activity Chaska Event Center Total 2,400.00 Chiang Pei-Pei 700-7204-4901 100.00 03/28/24 Water Wise Rebate-Clothes Washer Chiang Pei-Pei Total 100.00 Chick-Fil-A 101-1110-4372 262.34 01/17/24 11 27 23 Council Meal Chick fil A Chick-Fil-A 101-1120-4371 260.51 02/16/24 Lunch for Insights workshop AP - Check Detail (4/8/2024) Page 8 of 35120 Last Name Acct 1 Amount Check Date Description Chick-Fil-A Total 522.85 Chipotle Mexican Grill 101-1120-4300 176.37 02/16/24 Lunch for Fire Chief interviews round 2 Chipotle Mexican Grill Total 176.37 Cintas Corporation No. 2 101-1312-4510 74.67 03/28/24 Medical supplies Cintas Corporation No. 2 Total 74.67 City of Chanhassen 101-1530-4130 (1.00) 01/17/24 refunded trial receipt City of Chanhassen 101-1530-4130 1.00 01/17/24 Trial receipt City of Chanhassen Total - CITY OF CHASKA 101-1560-4342 977.28 03/21/24 Tickets and meal costs CITY OF CHASKA 101-1560-4349 474.48 03/21/24 Holt/Peterson coach bus service CITY OF CHASKA Total 1,451.76 City of Victoria 101-1537-4345 149.90 03/14/24 Royal Ball split expenses City of Victoria 101-1537-4345 59.28 03/21/24 Super Hero Party Inflatables City of Victoria Total 209.18 CLASS C COMPONENTS INC 101-1320-4240 96.00 04/04/24 cut/puncture resistant gloves CLASS C COMPONENTS INC Total 96.00 Cleaning Solutions Services 101-1170-4511 3,198.15 04/04/24 Cleaning services-March 2024 Cleaning Solutions Services 101-1190-4511 4,049.23 04/04/24 Cleaning services-March 2024 Cleaning Solutions Services 101-1220-4511 257.09 04/04/24 Cleaning services-March 2024 Cleaning Solutions Services 101-1312-4511 514.19 04/04/24 Cleaning services-March 2024 Cleaning Solutions Services 700-0000-4511 64.27 04/04/24 Cleaning services-March 2024 Cleaning Solutions Services 701-0000-4511 64.27 04/04/24 Cleaning services-March 2024 Cleaning Solutions Services Total 8,147.20 Colonial Life & Accident Insurance Co 101-0000-2008 37.20 03/28/24 March premium Colonial Life & Accident Insurance Co 700-0000-2008 106.50 03/28/24 March premium Colonial Life & Accident Insurance Co 701-0000-2008 45.84 03/28/24 March premium Colonial Life & Accident Insurance Co Total 189.54 COMPUTER INTEGRATION TECHN. 101-1160-4211 478.40 04/04/24 Datto O365 Backup Service - Apr COMPUTER INTEGRATION TECHN. 101-1160-4211 105.20 04/04/24 O365 Add On Licenses - Mar COMPUTER INTEGRATION TECHN. Total 583.60 Core & Main LP 700-7043-4160 1,385.06 02/16/24 MW Chlorine Analyzer Orthophosphate Amonia Iron Core & Main LP 700-0000-4550 1,232.51 03/14/24 riser and parts for hydrant AP - Check Detail (4/8/2024) Page 9 of 35121 Last Name Acct 1 Amount Check Date Description Core & Main LP 720-7207-4150 32.26 03/21/24 stormwater supplies Core & Main LP 700-0000-4550 890.60 04/04/24 fire hydrant parts Core & Main LP Total 3,540.43 Costco Wholesale 101-1800-4130 25.78 01/17/24 End of session treat Costco Wholesale 101-1120-4371 110.65 02/16/24 employee holiday training dessert Costco Wholesale Total 136.43 Crooked Pint 101-1120-4372 587.88 01/17/24 Employee holiday training event Crooked Pint 101-1120-4371 2,083.12 02/16/24 holiday training lunch Crooked Pint Total 2,671.00 CROWN COLLEGE 101-1120-4370 650.00 03/14/24 EMT/EMR Training CROWN COLLEGE Total 650.00 Cub Foods 101-1320-4120 33.36 01/17/24 CS Water to Mix with Antifreeze Cub Foods 101-1320-4150 16.29 01/17/24 BM Danish Coffee Donuts String Cheese Fruit Dip Fruit Tray Cub Foods 101-1550-4150 16.30 01/17/24 BM Danish Coffee Donuts String Cheese Fruit Dip Fruit Tray Cub Foods 101-1560-4112 22.96 01/17/24 Coffee with the Cops treats Cub Foods 700-0000-4150 16.30 01/17/24 BM Danish Coffee Donuts String Cheese Fruit Dip Fruit Tray Cub Foods 701-0000-4150 16.29 01/17/24 BM Danish Coffee Donuts String Cheese Fruit Dip Fruit Tray Cub Foods 101-1220-4142 19.96 03/14/24 Water Cub Foods 101-1220-4290 41.34 03/14/24 Ice Cream & Drinks Cub Foods Total 182.80 CUMMINS NPOWER 101-1320-4120 824.80 04/04/24 chipper repair CUMMINS NPOWER 700-0000-4120 (117.76) 04/04/24 belt tensioner CUMMINS NPOWER Total 707.04 Custom Home Builders Title LLC 101-0000-2073 3,600.00 03/28/24 Erosion Escrow 7546 Erie Ave -Receipt #489133 Custom Home Builders Title LLC Total 3,600.00 DAKOTA SUPPLY GROUP 700-0000-4550 2,113.58 04/04/24 fire hydrant parts DAKOTA SUPPLY GROUP Total 2,113.58 DALCO ENTERPRISES INC. 101-1120-4110 214.08 03/28/24 new soap dispensers DALCO ENTERPRISES INC. Total 214.08 Danial Reem 101-1539-4343 352.80 03/14/24 Zumba 4241.125 Danial Reem Total 352.80 Davanni's 101-1110-4372 164.62 02/16/24 01 08 24 Council meal Lasagna AP - Check Detail (4/8/2024) Page 10 of 35122 Last Name Acct 1 Amount Check Date Description Davanni's Total 164.62 Days Inn 700-0000-4381 160.00 01/17/24 JC CDL Training Hotel for Brett McLellan Days Inn 701-0000-4381 160.00 01/17/24 JC CDL Training Hotel for Brett McLellan Days Inn Total 320.00 Dell 101-1160-4131 218.00 01/17/24 Dock for Engineering Dept Dell 101-1160-4131 1,560.00 01/17/24 Engineering Laptop Upgrade Dell 101-1160-4131 5,250.00 01/17/24 Upgrade Desktop's for Shop and Conference Rooms Dell 101-1160-4131 260.99 02/16/24 Dock for Ari's new laptop Dell 101-1160-4131 3,400.00 02/16/24 Upgrade Laptop for Ari Lyksett Dell 101-1160-4131 5,310.00 02/16/24 Upgraded Desktops for Communications - Drew & Sarah Dell Total 15,998.99 DEM-CON LANDFILL 101-1550-4329 312.54 03/14/24 Garbage Collection DEM-CON LANDFILL Total 312.54 DiMaggio Samantha 101-1123-4381 38.19 03/27/24 EDAM Day at the capital DiMaggio Samantha 101-1123-4381 20.76 03/27/24 Thaliwala meeting DiMaggio Samantha Total 58.95 Dollar Tree Stores Inc 101-1560-4130 36.52 01/17/24 Centerpiece craft supplies Dollar Tree Stores Inc Total 36.52 DOLLIFF INC. INSURANCE 101-1170-4483 23,000.00 03/21/24 DOLLIFF INC. INSURANCE Total 23,000.00 Domino's Pizza 101-1807-4130 123.52 01/17/24 Pizza for Kids Night Domino's Pizza Total 123.52 Dryke Lenore 700-7204-4901 100.00 03/28/24 Water Wise Rebate- Clothes Washer Dryke Lenore Total 100.00 Earl F Andersen Inc 101-1320-4155 507.00 03/14/24 street sign bracket Earl F Andersen Inc 101-1320-4155 1,123.73 03/14/24 street signs parts Earl F Andersen Inc Total 1,630.73 Economic Development Assn of MN 101-1123-4360 320.00 02/16/24 EDAM Annual Membership Dues Economic Development Assn of MN 101-1123-4370 350.00 02/16/24 EDAM Winter Conference Registration Economic Development Assn of MN 101-1420-4360 1,205.00 02/16/24 EDAM Annual Membership Dues Economic Development Assn of MN 101-1420-4370 1,050.00 02/16/24 EDAM Winter Conference Registrations (Eric M. Rachel A. Rachel J Economic Development Assn of MN Total 2,925.00 AP - Check Detail (4/8/2024) Page 11 of 35123 Last Name Acct 1 Amount Check Date Description EDINA REALTY 700-0000-2020 36.84 03/27/24 Refund Check 014163-000 8360 WEST LAKE DRIVE EDINA REALTY 701-0000-2020 67.49 03/27/24 Refund Check 014163-000 8360 WEST LAKE DRIVE EDINA REALTY 720-0000-2020 18.89 03/27/24 Refund Check 014163-000 8360 WEST LAKE DRIVE EDINA REALTY Total 123.22 EDWARDS DAWN & JASON 700-0000-2020 34.19 03/27/24 Refund Check 100930-000 723 MAGGIE WAY EDWARDS DAWN & JASON 701-0000-2020 57.85 03/27/24 Refund Check 100930-000 723 MAGGIE WAY EDWARDS DAWN & JASON 720-0000-2020 5.17 03/27/24 Refund Check 100930-000 723 MAGGIE WAY EDWARDS DAWN & JASON Total 97.21 Ehlers 101-1130-4370 230.00 02/16/24 Ehlers Annual Seminar Ehlers Total 230.00 EHLERS & ASSOCIATES INC 101-0000-2076 6,000.00 03/28/24 Invoice 1 of 2 for creation of TIF District No 13 EHLERS & ASSOCIATES INC Total 6,000.00 EMERGENCY AUTOMOTIVE TECH INC 101-1220-4140 860.26 03/21/24 Getac Tablet Vehicle Mount - Chiefs Vehicle EMERGENCY AUTOMOTIVE TECH INC Total 860.26 Enterprise FM Trust 101-1170-4140 53.25 03/14/24 001 - 22 Ford Esca #26M3MH-Renewal Fee Enterprise FM Trust 101-1220-4140 53.25 03/14/24 203 - 23 Chev Silv #26RPC3-Renewal Fee Enterprise FM Trust 101-1250-4140 53.25 03/14/24 605 - 22 Ford Rang #25G25M-Renewal Fee Enterprise FM Trust 101-1250-4140 53.25 03/14/24 606 - 22 Ford Rang #25G23Z-Renewal Fee Enterprise FM Trust 101-1310-4140 53.25 03/14/24 502 - 23 Chev Blazer #25XQVB-Renewal Fee Enterprise FM Trust 101-1310-4140 53.25 03/14/24 505 - 23 Chev Silv #26RP8Z-Renewal Fee Enterprise FM Trust 101-1310-4140 53.25 03/14/24 612 - 23 Chev Silv #26RL44-Renewal Fee Enterprise FM Trust 101-1320-4140 53.25 03/14/24 132 - 23 Chev Silv #25WNCN-Renewal Fee Enterprise FM Trust 101-1320-4140 53.25 03/14/24 134 - 23 Chev Silv #25WNKR-Renewal Fee Enterprise FM Trust 101-1320-4140 53.25 03/14/24 140 - 22 Chev Silv #25G5J6-Renewal Fee Enterprise FM Trust 101-1550-4140 53.25 03/14/24 401 - 23 Chev Silv #26RPBZ-Renewal Fee Enterprise FM Trust 101-1550-4140 53.25 03/14/24 402 - 23 Chev Silv #25XGMF-Renewal Fee Enterprise FM Trust 101-1550-4140 53.25 03/14/24 403 - 23 Chev Silv #25XGMK-Renewal Fee Enterprise FM Trust 101-1550-4140 53.25 03/14/24 405 - 22 Chev Silv #25G5QQ-Renewal Fee Enterprise FM Trust 101-1550-4140 53.25 03/14/24 408 - 22 Chev Silv #25G89X-Renewal Fee Enterprise FM Trust 101-1550-4140 53.25 03/14/24 411 - 22 Chev Silv #25G8CL-Renewal Fee Enterprise FM Trust 101-1550-4140 85.25 03/14/24 412 - 22 GMC Sier #25H28F-Renewal Fee Enterprise FM Trust 101-1550-4140 53.25 03/14/24 416 - 23 Chev Silv #25XGMC-Renewal Fee Enterprise FM Trust 101-1550-4140 53.25 03/14/24 419 - 23 Chev Silv #25XGMJ-Renewal Fee Enterprise FM Trust 101-1550-4140 53.25 03/14/24 420 - 23 Chev Silv #25XGMS-Renewal Fee Enterprise FM Trust 400-0000-4810 370.86 03/14/24 001 - 22 Ford Esca #26M3MH Enterprise FM Trust 400-0000-4810 652.95 03/14/24 132 - 23 Chev Silv #25WNCN AP - Check Detail (4/8/2024) Page 12 of 35124 Last Name Acct 1 Amount Check Date Description Enterprise FM Trust 400-0000-4810 652.94 03/14/24 134 - 23 Chev Silv #25WNKR Enterprise FM Trust 400-0000-4810 560.51 03/14/24 140 - 22 Chev Silv #25G5J6 Enterprise FM Trust 400-0000-4810 665.42 03/14/24 201 - 22 GMC Yuko #25MPSN Enterprise FM Trust 400-0000-4810 541.61 03/14/24 202 - 23 Chev Tahoe #25WDVJ Enterprise FM Trust 400-0000-4810 575.64 03/14/24 203 - 23 Chev Silv #26RPC3 Enterprise FM Trust 400-0000-4810 541.61 03/14/24 204 - 23 Chev Tahoe #25WDVL Enterprise FM Trust 400-0000-4810 541.41 03/14/24 214 - 22 Chev Silv #25G5D2 Enterprise FM Trust 400-0000-4810 618.42 03/14/24 401 - 23 Chev Silv #26RPBZ Enterprise FM Trust 400-0000-4810 627.93 03/14/24 402 - 23 Chev Silv #25XGMF Enterprise FM Trust 400-0000-4810 648.96 03/14/24 403 - 23 Chev Silv #25XGMK Enterprise FM Trust 400-0000-4810 515.40 03/14/24 405 - 22 Chev Silv #25G5QQ Enterprise FM Trust 400-0000-4810 560.43 03/14/24 408 - 22 Chev Silv #25G89X Enterprise FM Trust 400-0000-4810 568.05 03/14/24 411 - 22 Chev Silv #25G8CL Enterprise FM Trust 400-0000-4810 473.03 03/14/24 412 - 22 GMC Sier #25H28F Enterprise FM Trust 400-0000-4810 647.49 03/14/24 416 - 23 Chev Silv #25XGMC Enterprise FM Trust 400-0000-4810 649.04 03/14/24 419 - 23 Chev Silv #25XGMJ Enterprise FM Trust 400-0000-4810 647.20 03/14/24 420 - 23 Chev Silv #25XGMS Enterprise FM Trust 400-0000-4810 464.85 03/14/24 502 - 23 Chev Blazer #25XQVB Enterprise FM Trust 400-0000-4810 611.48 03/14/24 505 - 23 Chev Silv #26RP8Z Enterprise FM Trust 400-0000-4810 421.44 03/14/24 605 - 22 Ford Rang #25G25M Enterprise FM Trust 400-0000-4810 381.21 03/14/24 606 - 22 Ford Rang #25G23Z Enterprise FM Trust 400-0000-4810 496.69 03/14/24 612 - 23 Chev Silv #26RL44 Enterprise FM Trust 400-0000-4811 180.47 03/14/24 001 - 22 Ford Esca #26M3MH Enterprise FM Trust 400-0000-4811 281.29 03/14/24 132 - 23 Chev Silv #25WNCN Enterprise FM Trust 400-0000-4811 281.28 03/14/24 134 - 23 Chev Silv #25WNKR Enterprise FM Trust 400-0000-4811 148.71 03/14/24 140 - 22 Chev Silv #25G5J6 Enterprise FM Trust 400-0000-4811 185.06 03/14/24 201 - 22 GMC Yuko #25MPSN Enterprise FM Trust 400-0000-4811 334.59 03/14/24 202 - 23 Chev Tahoe #25WDVJ Enterprise FM Trust 400-0000-4811 367.26 03/14/24 203 - 23 Chev Silv #26RPC3 Enterprise FM Trust 400-0000-4811 334.59 03/14/24 204 - 23 Chev Tahoe #25WDVL Enterprise FM Trust 400-0000-4811 164.02 03/14/24 214 - 22 Chev Silv #25G5D2 Enterprise FM Trust 400-0000-4811 357.99 03/14/24 401 - 23 Chev Silv #26RPBZ Enterprise FM Trust 400-0000-4811 307.76 03/14/24 402 - 23 Chev Silv #25XGMF Enterprise FM Trust 400-0000-4811 286.51 03/14/24 403 - 23 Chev Silv #25XGMK Enterprise FM Trust 400-0000-4811 223.88 03/14/24 405 - 22 Chev Silv #25G5QQ Enterprise FM Trust 400-0000-4811 178.00 03/14/24 408 - 22 Chev Silv #25G89X Enterprise FM Trust 400-0000-4811 167.19 03/14/24 411 - 22 Chev Silv #25G8CL Enterprise FM Trust 400-0000-4811 128.22 03/14/24 412 - 22 GMC Sier #25H28F Enterprise FM Trust 400-0000-4811 285.87 03/14/24 416 - 23 Chev Silv #25XGMC Enterprise FM Trust 400-0000-4811 286.54 03/14/24 419 - 23 Chev Silv #25XGMJ Enterprise FM Trust 400-0000-4811 285.74 03/14/24 420 - 23 Chev Silv #25XGMS Enterprise FM Trust 400-0000-4811 254.78 03/14/24 502 - 23 Chev Blazer #25XQVB AP - Check Detail (4/8/2024) Page 13 of 35125 Last Name Acct 1 Amount Check Date Description Enterprise FM Trust 400-0000-4811 360.00 03/14/24 505 - 23 Chev Silv #26RP8Z Enterprise FM Trust 400-0000-4811 160.34 03/14/24 605 - 22 Ford Rang #25G25M Enterprise FM Trust 400-0000-4811 164.95 03/14/24 606 - 22 Ford Rang #25G23Z Enterprise FM Trust 400-0000-4811 364.07 03/14/24 612 - 23 Chev Silv #26RL44 Enterprise FM Trust 700-0000-2317 282.03 03/14/24 305 - 22 Chev Silv #25G5QR Enterprise FM Trust 700-0000-2317 174.50 03/14/24 307 - 23 Chev Equinox #262P8K Enterprise FM Trust 700-0000-4140 26.62 03/14/24 305 - 22 Chev Silv #25G5QR-Renewal Fee Enterprise FM Trust 700-0000-4140 26.63 03/14/24 307 - 23 Chev Equinox #262P8K-Renewal Fee Enterprise FM Trust 700-0000-4811 83.25 03/14/24 305 - 22 Chev Silv #25G5QR Enterprise FM Trust 700-0000-4811 83.71 03/14/24 307 - 23 Chev Equinox #262P8K Enterprise FM Trust 701-0000-2317 282.03 03/14/24 305 - 22 Chev Silv #25G5QR Enterprise FM Trust 701-0000-2317 174.50 03/14/24 307 - 23 Chev Equinox #262P8K Enterprise FM Trust 701-0000-4140 26.63 03/14/24 305 - 22 Chev Silv #25G5QR-Renewal Fee Enterprise FM Trust 701-0000-4140 26.62 03/14/24 307 - 23 Chev Equinox #262P8K-Renewal Fee Enterprise FM Trust 701-0000-4811 83.25 03/14/24 305 - 22 Chev Silv #25G5QR Enterprise FM Trust 701-0000-4811 83.71 03/14/24 307 - 23 Chev Equinox #262P8K Enterprise FM Trust Total 21,974.16 Environmental Equipment & Services Inc 101-1320-4120 1,511.00 03/21/24 sweeper parts Environmental Equipment & Services Inc 101-1320-4120 323.93 04/04/24 water valve Environmental Equipment & Services Inc Total 1,834.93 EROSION PRODUCTS LLC 101-1320-4153 61.20 03/28/24 wood lath EROSION PRODUCTS LLC 101-1550-4150 61.20 03/28/24 wood lath EROSION PRODUCTS LLC Total 122.40 Esch Construction Supply Inc 700-0000-4120 137.00 01/17/24 BM Safety Equipment Pipe Saw Helmet Concrete Dust Abatement Esch Construction Supply Inc 701-0000-4120 137.00 01/17/24 BM Safety Equipment Pipe Saw Helmet Concrete Dust Abatement Esch Construction Supply Inc Total 274.00 ESRI 101-1311-4370 1,702.00 01/17/24 ESRI Course Building Web Apps with ArcGIS Experience Builder ESRI Total 1,702.00 ESS BROTHERS & SONS INC 720-7207-4150 51.15 04/04/24 storm water repair parts ESS BROTHERS & SONS INC Total 51.15 Etsy 101-1120-4372 5.68 01/17/24 BINGO game Etsy Total 5.68 Excel University Training Subsciption 101-1130-4370 480.00 02/16/24 Excel University Training Subscription Excel University Training Subsciption Total 480.00 AP - Check Detail (4/8/2024) Page 14 of 35126 Last Name Acct 1 Amount Check Date Description Facebook 101-1530-4375 54.38 01/17/24 Facebook Advertising for Rec Center Programs Facebook 101-1530-4375 30.00 02/16/24 Facebook Advertising for Rec Center Hiring Facebook Total 84.38 FASTENAL COMPANY 101-1320-4155 41.90 04/04/24 supplies for signs FASTENAL COMPANY 101-1370-4120 (5.43) 04/04/24 bolt FASTENAL COMPANY 700-0000-4550 1,100.00 04/04/24 bolts for water meters FASTENAL COMPANY Total 1,136.47 Ferguson Enterprises Inc. #1657 701-0000-4140 29.37 03/28/24 supplies for vactor Ferguson Enterprises Inc. #1657 720-7207-4150 29.38 03/28/24 supplies for vactor Ferguson Enterprises Inc. #1657 Total 58.75 Ferguson Waterworks #2518 700-0000-4550 525.00 03/14/24 water parts Ferguson Waterworks #2518 700-1384-4556 206.32 03/14/24 water meter parts Ferguson Waterworks #2518 700-1384-4556 1,627.50 03/14/24 water meter supplies Ferguson Waterworks #2518 701-1384-4556 206.32 03/14/24 water meter parts Ferguson Waterworks #2518 701-1384-4556 1,627.50 03/14/24 water meter supplies Ferguson Waterworks #2518 700-0000-4532 13,760.50 03/21/24 Annual Neptune 360 Maintenance Ferguson Waterworks #2518 700-0000-4550 1,823.92 03/21/24 driveway covers Ferguson Waterworks #2518 701-0000-4532 13,760.50 03/21/24 Annual Neptune 360 Maintenance Ferguson Waterworks #2518 700-0000-4250 3,132.35 03/28/24 water meter Ferguson Waterworks #2518 700-0000-4250 3,106.71 04/04/24 water meter for fire station Ferguson Waterworks #2518 700-0000-4250 4,108.39 04/04/24 water meters Ferguson Waterworks #2518 Total 43,885.01 Fidelity Security Life 101-0000-2007 300.26 03/28/24 Vision Insurance-April 2024 Fidelity Security Life 700-0000-2007 15.75 03/28/24 Vision Insurance-April 2024 Fidelity Security Life 701-0000-2007 9.11 03/28/24 Vision Insurance-April 2024 Fidelity Security Life 720-0000-2007 6.63 03/28/24 Vision Insurance-April 2024 Fidelity Security Life Total 331.75 FlippingBook 101-1125-4229 1,070.00 01/17/24 Annual fee for digital book publisher for website FlippingBook Total 1,070.00 Focal Point Partners Inc 700-7043-4510 9,189.00 03/28/24 install corrosive environment stats at WWTP Focal Point Partners Inc Total 9,189.00 FORCE AMERICA INC 101-1370-4260 759.14 04/04/24 pressure gauge FORCE AMERICA INC Total 759.14 FotoGenic 101-1701-4345 200.00 02/16/24 Sweetheart Dance photo booth deposit AP - Check Detail (4/8/2024) Page 15 of 35127 Last Name Acct 1 Amount Check Date Description FotoGenic Total 200.00 From Scratch Baking 101-1110-4372 92.13 02/16/24 Senate bonding tour refreshments From Scratch Baking Total 92.13 Frontier Precision Inc 700-0000-4120 98.10 04/04/24 battery for GPS Frontier Precision Inc 701-0000-4120 98.10 04/04/24 battery for GPS Frontier Precision Inc Total 196.20 FTD 101-1120-4300 119.21 01/17/24 Flowers for Amy Weidman FTD 101-1120-4300 70.53 01/17/24 Flowers for Colleen Martino's fathers wake FTD 101-1120-4300 39.99 01/17/24 FTD Plus Membership FTD 101-1120-4300 54.20 02/16/24 Flowers for Jamie Marsh FTD Total 283.93 Full Source 700-0000-4150 186.74 02/16/24 BM Paint Supplies Full Source 701-0000-4150 186.74 02/16/24 BM Paint Supplies Full Source Total 373.48 Fully Involved Stitching 201-0000-4705 1,458.90 02/16/24 Replacement SCBA Mask Bags Fully Involved Stitching Total 1,458.90 Fusion Learning Partners 101-1160-4370 575.00 01/17/24 Conference Fee MN Gov IT Symposium Rice Fusion Learning Partners 101-1160-4370 575.00 01/17/24 Matt government IT symposium Fusion Learning Partners 101-1310-4370 1,560.00 02/16/24 CEAM Conference & Membership for CH GB EH Fusion Learning Partners Total 2,710.00 Gertens 101-1320-4150 556.20 01/17/24 RL Holiday Lights Downtown Corridor Gertens Total 556.20 Global Music Rights 101-1530-4125 850.00 01/17/24 Broadcast Music Rights Global Music Rights Total 850.00 GOPHER STATE ONE-CALL INC 700-0000-4300 93.15 03/14/24 Utility locates-February GOPHER STATE ONE-CALL INC 701-0000-4300 93.15 03/14/24 Utility locates-February GOPHER STATE ONE-CALL INC Total 186.30 Government Finance Officers Association 101-1130-4360 149.00 02/16/24 GFOA Annual GAAFR Subscription Government Finance Officers Association 101-1130-4360 225.00 02/16/24 GFOA Membership Dues K Grinnell Government Finance Officers Association 101-1130-4370 500.00 02/16/24 GFOA Annual Conf Reg Fee Grinnell Government Finance Officers Association Total 874.00 AP - Check Detail (4/8/2024) Page 16 of 35128 Last Name Acct 1 Amount Check Date Description Grainger 101-1312-4150 37.58 02/16/24 JC Brush Killer Grainger Total 37.58 GREEN MEADOWS INC 101-1550-1193 278.25 03/14/24 Snow Plowing GREEN MEADOWS INC Total 278.25 Guard Guys LLC 101-1120-4300 107.70 03/14/24 background checks Guard Guys LLC Total 107.70 GYM WORKS INC 101-1530-4530 104.00 03/14/24 Weight Stack pin GYM WORKS INC 101-1530-4530 527.00 04/04/24 Foot Plate Toe Guard/Extension Cable GYM WORKS INC Total 631.00 Hach Company 700-7019-4160 1,379.43 02/16/24 JC Chemkey Chlorine Fluoride Alkaline Cyanide Hach Company Total 1,379.43 HANSEN THORP PELLINEN OLSON 101-1310-4303 3,303.00 03/21/24 Detail Plates Drafting Services HANSEN THORP PELLINEN OLSON 400-0000-1155 1,422.25 03/21/24 Xcel Service Center HANSEN THORP PELLINEN OLSON 420-4229-4303 507.75 03/21/24 Galpin Blvd-Retaining Wall HANSEN THORP PELLINEN OLSON 701-7059-4303 441.00 03/21/24 Lift Station #3 -Forcemain HANSEN THORP PELLINEN OLSON 601-6062-4303 1,386.00 03/28/24 Rec Center Parking Lot #24-11 HANSEN THORP PELLINEN OLSON Total 7,060.00 HAWKINS CHEMICAL 700-7043-4160 (1,842.00) 03/21/24 1 ton chlorine cylinder HAWKINS CHEMICAL 700-7043-4160 7,868.00 03/21/24 chlorine cylinder for west water treatment HAWKINS CHEMICAL 700-7043-4160 20.00 04/04/24 1 ton chlorine cylinder HAWKINS CHEMICAL Total 6,046.00 Health Strategies 101-1220-4352 36.00 03/28/24 Heger Fit testing Health Strategies Total 36.00 HealthPartners Inc. 101-0000-2012 75,262.62 03/21/24 Health insurance-April 2024 HealthPartners Inc. 101-0000-2013 4,099.24 03/21/24 Dental Insurance-April 2024 HealthPartners Inc. 700-0000-2012 7,124.14 03/21/24 Health insurance-April 2024 HealthPartners Inc. 700-0000-2013 387.17 03/21/24 Dental Insurance-April 2024 HealthPartners Inc. 701-0000-2012 4,566.80 03/21/24 Health insurance-April 2024 HealthPartners Inc. 701-0000-2013 341.63 03/21/24 Dental Insurance-April 2024 HealthPartners Inc. 720-0000-2012 1,461.66 03/21/24 Health insurance-April 2024 HealthPartners Inc. 720-0000-2013 91.08 03/21/24 Dental Insurance-April 2024 HealthPartners Inc. Total 93,334.34 HENNEPIN COUNTY 101-1150-4501 25.00 03/28/24 Assessment Services AP - Check Detail (4/8/2024) Page 17 of 35129 Last Name Acct 1 Amount Check Date Description HENNEPIN COUNTY 101-1150-4501 7.90 03/28/24 Truth in Taxation notices HENNEPIN COUNTY Total 32.90 Hodges Badge Company 101-1806-4130 953.06 01/17/24 Medals for Rec Sports Hodges Badge Company 101-1807-4130 317.69 01/17/24 Medals for Rec Sports Hodges Badge Company Total 1,270.75 HOISINGTON KOEGLER GROUP 101-0000-2076 3,480.00 04/04/24 Parking study completed for project review HOISINGTON KOEGLER GROUP 101-1420-4300 7,012.50 04/04/24 downtown design guidelines project HOISINGTON KOEGLER GROUP 101-1420-4300 2,025.00 04/04/24 downtown wayfinding and signage project HOISINGTON KOEGLER GROUP 414-4011-4300 33,197.72 04/04/24 Civic Campus LA Design Services HOISINGTON KOEGLER GROUP Total 45,715.22 Holiday Stationstore 101-1370-4170 74.13 02/16/24 Fuel for Utility 11 - no fob available Holiday Stationstore Total 74.13 Holton Electric Contractors LLC 700-7019-4510 564.15 03/14/24 contractor running wires to actuators Holton Electric Contractors LLC Total 564.15 Home Depot 101-1220-4510 25.44 01/17/24 Anchors TV Bracket Home Depot 101-1220-4510 82.71 01/17/24 Fence Material Home Depot 101-1220-4510 151.99 01/17/24 Floor Protection Remodel Home Depot 101-1312-4510 8.93 01/17/24 JG PW Wall Repair Home Depot 101-1550-4120 114.57 01/17/24 GB Plow Flags (Restock) Fire Pit (Repair) Home Depot 101-1550-4510 75.10 01/17/24 GB Door Repair Rec Center Warming House Home Depot 101-1560-4130 32.11 01/17/24 Pointsetta Center Pieces for Holiday Party Home Depot 700-0000-4150 8.64 01/17/24 BK Stanley Hi Vis Retract Utility Knife Home Depot 700-0000-4260 208.01 01/17/24 BM Fuel Multi Tool Metal Blade 3pk Variety Blade Kit Home Depot 700-0000-4260 91.58 01/17/24 JG Fuel Hackzall Home Depot 700-0000-4550 223.52 01/17/24 JG Curbstop Repairs Home Depot 700-7019-4150 300.13 01/17/24 JC All Purpose hand primer Hand soap Screwdriver Set Voltage Home Depot 701-0000-4260 208.02 01/17/24 BM Fuel Multi Tool Metal Blade 3pk Variety Blade Kit Home Depot 701-0000-4260 91.57 01/17/24 JG Fuel Hackzall Home Depot 701-0000-4551 55.34 01/17/24 JG Hooks & Anchors for Lift Stations Home Depot 101-1220-4510 11.03 02/16/24 data box rough in Home Depot 101-1312-4510 8.97 02/16/24 hardware tv bracket Home Depot 101-1320-4150 89.02 02/16/24 Zinc washer Nylon washer Mailbox Post Mailbox mounting board Home Depot 101-1320-4154 49.14 02/16/24 JG Crosswalk Template Home Depot 101-1350-4120 51.89 02/16/24 RL Street Lights Home Depot 700-0000-4150 214.48 02/16/24 BM Water C12 & Filter Room Mediation Home Depot 700-0000-4260 281.14 02/16/24 JG Power Washers Home Depot 700-0000-4260 - 02/16/24 JG Water Meter Replacement Tools AP - Check Detail (4/8/2024) Page 18 of 35130 Last Name Acct 1 Amount Check Date Description Home Depot 701-0000-4150 292.61 02/16/24 MD Marker Stakes for Lift Stations Home Depot 701-0000-4260 281.14 02/16/24 JG Power Washers Home Depot Total 2,957.08 Home Taste 101-1123-4381 18.98 01/17/24 EDAM Lunch Ruth from Blaine (Mentor/Mentee) Home Taste Total 18.98 Homeland Security and Emergency Management 700-0000-4300 204.30 02/16/24 JC Reporting Homeland Security and Emergency Management Total 204.30 Houlihan's 101-1220-4381 192.45 01/17/24 Thanksigiving meal for FFs/LEs Houlihan's 101-1520-4372 176.52 01/17/24 Park & Rec Commission Holiday Social Houlihan's Total 368.97 IAPMO 101-1250-4210 119.03 02/16/24 2020 Minnesota Plumbing Code IAPMO Total 119.03 IMPARK 101-1160-4381 15.00 01/17/24 Parking Fee Day 1 MN Gov IT Symposium IMPARK 101-1160-4381 15.00 01/17/24 Parking Fee Day 2 MN Gov IT Symposium IMPARK 101-1160-4381 15.00 02/16/24 Parking Fee - IT Symposium IMPARK Total 45.00 Indelco Plastics Corporation 700-7019-4120 57.62 01/17/24 JC 1/2" Female Elbow Indelco Plastics Corporation Total 57.62 Indigo Signs 101-1220-4140 365.00 03/14/24 Chanhassen"" Graphics added to U11 Indigo Signs 400-0000-4704 1,525.00 03/14/24 CV1 and CV2 Graphics Indigo Signs 400-0000-4704 1,181.25 03/14/24 graphic install on 2023 Tahoe Indigo Signs 101-1220-4142 695.00 03/28/24 Vance & Heger Helmet graphics Par and locker tags Indigo Signs Total 3,766.25 Indoor Landscapes Inc 101-1170-4300 187.00 03/21/24 March plant service Indoor Landscapes Inc Total 187.00 Infosend Inc 700-1130-4111 260.92 03/28/24 February Statement Infosend Inc 700-1130-4330 868.28 03/28/24 February Postage Infosend Inc 701-1130-4111 260.92 03/28/24 February Statement Infosend Inc 701-1130-4330 868.28 03/28/24 February Postage Infosend Inc 720-1130-4111 260.92 03/28/24 February Statement Infosend Inc 720-1130-4330 868.27 03/28/24 February Postage Infosend Inc Total 3,387.59 AP - Check Detail (4/8/2024) Page 19 of 35131 Last Name Acct 1 Amount Check Date Description Inland Empire 700-0000-4240 172.50 02/16/24 BM Sewer Cold Weather Gloves Inland Empire Total 172.50 Innovative Office Solutions LLC 101-1120-4110 88.72 03/14/24 legal pads pens paperclips tape post its Innovative Office Solutions LLC 101-1120-4110 94.20 03/21/24 Office Supplies Innovative Office Solutions LLC 101-1120-4110 89.68 03/21/24 Paper pens post it flags highlighters rubber fingers Innovative Office Solutions LLC Total 272.60 International Code Council 101-1250-4210 485.75 02/16/24 Continue Education Eric Tessman International Code Council 101-1250-4370 360.00 02/16/24 B Sullivan Continued education International Code Council 101-1250-4370 360.00 02/16/24 D Ding Continued education International Code Council 101-1250-4370 360.00 02/16/24 Eric T Continued education International Code Council 101-1250-4370 180.00 02/16/24 J Gibbons continued education International Code Council 101-1250-4370 720.00 02/16/24 T Vickerman continued education International Code Council Total 2,465.75 IUOE Local #49 101-0000-2004 455.96 04/03/24 Union Dues April 2024 IUOE Local #49 700-0000-2004 149.18 04/03/24 Union Dues April 2024 IUOE Local #49 701-0000-2004 94.86 04/03/24 Union Dues April 2024 IUOE Local #49 Total 700.00 Jamf Software LLC 101-1160-4205 280.00 01/17/24 monthly MDM for ipads Jamf Software LLC 101-1160-4205 280.00 02/16/24 monthly MDM charge for ipads Jamf Software LLC Total 560.00 Jersey Mike's Subs 101-1220-4381 120.17 01/17/24 Food for training staff for firefighter candidate practical test Jersey Mike's Subs Total 120.17 Jimmy Johns 101-1120-4300 203.72 01/17/24 Lunch for Fire Chief interviews round 1 Jimmy Johns 101-1120-4381 79.81 02/16/24 lunch for civic campus project team for workshop that went longe Jimmy Johns Total 283.53 Jones David 101-1560-4343 125.00 03/21/24 History Presentation speaker fee Jones David Total 125.00 K2 Electrical Services Inc 101-1550-4300 235.00 03/14/24 Light Repair - Rec. Center Parking lot K2 Electrical Services Inc Total 235.00 KENNEDY & GRAVEN CHARTERED 101-0000-2076 6,206.00 04/04/24 TIF District No 13 KENNEDY & GRAVEN CHARTERED 101-1140-4302 22.00 04/04/24 Labor/Employment Matters KENNEDY & GRAVEN CHARTERED Total 6,228.00 AP - Check Detail (4/8/2024) Page 20 of 35132 Last Name Acct 1 Amount Check Date Description KIMLEY HORN AND ASSOCIATES INC 101-1310-4359 436.68 03/14/24 LC Per MN Statute 471.425 KIMLEY HORN AND ASSOCIATES INC 601-6060-4300 57,616.15 03/14/24 #24-01 PMP @59% KIMLEY HORN AND ASSOCIATES INC 700-6060-4300 10,742.00 03/14/24 Water@11% KIMLEY HORN AND ASSOCIATES INC 701-6060-4300 7,812.36 03/14/24 Sanitary@8% KIMLEY HORN AND ASSOCIATES INC 720-6060-4300 21,483.99 03/14/24 Storm@22% KIMLEY HORN AND ASSOCIATES INC 601-6043-4300 9,013.06 04/04/24 #20-02 Minnewashta Pkwy KIMLEY HORN AND ASSOCIATES INC 601-6057-4303 32,079.60 04/04/24 #25-02 Market Blvd KIMLEY HORN AND ASSOCIATES INC 601-6060-4300 44,362.29 04/04/24 2024 Reconstruct PMP @ 59% KIMLEY HORN AND ASSOCIATES INC 700-6060-4300 8,270.94 04/04/24 2024 Reconstruct Water @ 11% KIMLEY HORN AND ASSOCIATES INC 701-6060-4300 6,015.22 04/04/24 2024 Reconstruct Sanitary @ 8% KIMLEY HORN AND ASSOCIATES INC 720-6060-4300 16,541.87 04/04/24 2024 Reconstruct Storm @ 22% KIMLEY HORN AND ASSOCIATES INC Total 214,374.16 Kodru-Mooney 700-7019-4550 20,159.00 03/14/24 new actuator/valve for the east water treatment plant Kodru-Mooney Total 20,159.00 Krueger Excavating Inc 101-1250-3816 24.85 03/28/24 Refund SAC Payment-2190 Cardinal Ave Krueger Excavating Inc 701-0000-2023 2,460.15 03/28/24 Refund SAC Payment-2190 Cardinal Ave Krueger Excavating Inc 701-0000-3811 75.00 03/28/24 Refund SAC Payment-2190 Cardinal Ave Krueger Excavating Inc Total 2,560.00 Kwik Trip 101-1320-4120 8.50 01/17/24 JG 91 Octane for Chainsaw Kwik Trip 700-0000-4170 14.03 02/16/24 GF Fuel for Utility Gas Can Kwik Trip Total 22.53 LANDTITLE 700-0000-2020 46.52 03/27/24 Refund Check 015465-000 2017 POPPY DRIVE LANDTITLE 701-0000-2020 100.18 03/27/24 Refund Check 015465-000 2017 POPPY DRIVE LANDTITLE 720-0000-2020 6.47 03/27/24 Refund Check 015465-000 2017 POPPY DRIVE LANDTITLE Total 153.17 Lano Equipment 101-1550-4410 1,466.00 03/14/24 mulcher mower for trail and parks Lano Equipment 720-7207-4410 2,934.00 03/14/24 mulcher mower for storm water ponds Lano Equipment Total 4,400.00 Lasercrafting 101-1120-4110 22.50 02/16/24 Council Chamber Nameplates JM RJ AH Lasercrafting Total 22.50 Lawson Products Inc. 101-1370-4120 807.85 03/21/24 storage cabinets and air hose & fittings Lawson Products Inc. 101-1370-4120 43.71 04/04/24 paint pens fender washers Lawson Products Inc. Total 851.56 League of Minnesota Cities 101-1120-4370 225.00 01/17/24 LMC Winter Workshop registration for LH and MU AP - Check Detail (4/8/2024) Page 21 of 35133 Last Name Acct 1 Amount Check Date Description League of Minnesota Cities Total 225.00 LEAGUE OF MN CITIES INS TRUST 101-0000-2017 59,952.00 03/21/24 LEAGUE OF MN CITIES INS TRUST Total 59,952.00 LHB Inc. 101-0000-2076 6,950.90 03/28/24 Building Assessment for TIF Eligibility LHB Inc. Total 6,950.90 Local 49 700-0000-4370 10.63 01/17/24 BM CDL Drivers Record Local 49 701-0000-4370 10.62 01/17/24 BM CDL Drivers Record Local 49 Total 21.25 Local 49 Training Center 700-0000-4370 2,010.63 03/14/24 CDL training Jose Gonzalez Local 49 Training Center 701-0000-4370 2,010.62 03/14/24 CDL training Jose Gonzalez Local 49 Training Center Total 4,021.25 Lockridge Grindal Nauen P.L.L.P 101-1110-4312 3,333.33 03/21/24 Professional Services-March 2024 Lockridge Grindal Nauen P.L.L.P Total 3,333.33 Lunds & Byerly's 101-1120-4110 8.34 02/16/24 Paper Plates Lunds & Byerly's Total 8.34 LUTZ GARY & JILL 700-0000-2020 9.39 03/27/24 Refund Check 103159-000 7245 PEARL DRIVE LUTZ GARY & JILL 701-0000-2020 14.12 03/27/24 Refund Check 103159-000 7245 PEARL DRIVE LUTZ GARY & JILL 720-0000-2020 6.54 03/27/24 Refund Check 103159-000 7245 PEARL DRIVE LUTZ GARY & JILL Total 30.05 LYMAN LUMBER 101-1550-4150 852.96 03/14/24 Lake Ann Dug-out roof construction LYMAN LUMBER Total 852.96 Marco Inc 101-1170-4410 757.50 03/13/24 Copier lease Marco Inc 700-0000-4410 101.00 03/13/24 Copier lease Marco Inc 701-0000-4410 101.00 03/13/24 Copier lease Marco Inc 720-0000-4410 50.50 03/13/24 Copier lease Marco Inc 101-1160-4411 735.00 03/20/24 Copier lease Marco Inc Total 1,745.00 Master Lock Real Estate Store 101-1600-4130 212.20 02/16/24 Lock for Lake Ann utility room Master Lock Real Estate Store Total 212.20 McMaster-Carr 700-7019-4150 231.91 02/16/24 Inline Tee Adapter Tee Connector 1/2 socket connect McMaster-Carr Total 231.91 AP - Check Detail (4/8/2024) Page 22 of 35134 Last Name Acct 1 Amount Check Date Description Med Box Grill 101-1560-4112 560.87 01/17/24 Entrees/rice for Senior Center Holiday Party Med Box Grill 101-1123-4381 20.44 02/16/24 Chamber First Responders Meeting/Lunch Med Box Grill Total 581.31 Menards 700-7043-4150 158.21 01/17/24 MW Utility Blades Wire Hook Full Motion Mount Valve Ball PVC Menards 700-7043-4150 35.94 01/17/24 MW WWTP & Truck 317 Supplies Menards 700-7043-4510 122.83 01/17/24 MW Tray Basket Tapcon Hex 1/4 Galv Strap Screw Combo Cushion Menards 701-0000-4551 141.29 01/17/24 JJ Lift Station #1 Guide Pipe Menards 700-0000-4120 38.90 02/16/24 Screwdrivers Toolbox Titianium 8" Shear Menards 700-0000-4260 32.55 02/16/24 JG Screwdriver Set for Truck 306 Menards 700-0000-4260 (189.38) 02/16/24 Snapper 3000 PSI GPW - Return Menards 700-0000-4260 108.45 02/16/24 Tool bag & Tools for Truck 306 Menards 700-7043-4510 32.52 02/16/24 exterior door sweeps Menards 701-0000-4120 38.91 02/16/24 Screwdrivers Toolbox Titianium 8" Shear Menards 701-0000-4260 (189.37) 02/16/24 Snapper 3000 PSI GPW - Return Menards 701-0000-4260 108.46 02/16/24 Tool bag & Tools for Truck 306 Menards Total 439.31 Merlins Ace Hardware 700-0000-4120 29.74 01/17/24 GF Nipple 1/4" Air Coupler Hex Nipple Pipe Tee Merlins Ace Hardware 700-0000-4150 47.07 01/17/24 GF Cable Tie & Fasteners Replace Stock Merlins Ace Hardware 700-7043-4150 3.60 02/16/24 GF Fasteners for WWTP Merlins Ace Hardware 101-1220-4152 109.28 03/14/24 Bit Drill Supply Line Fasteners Merlins Ace Hardware 101-1220-4260 26.99 03/14/24 Torch Trigger Merlins Ace Hardware 101-1220-4290 221.97 03/14/24 Sand spring AA Batteries Acrylic Sheet Merlins Ace Hardware 101-1220-4510 29.48 03/14/24 Repair Valve Fastners Caulk Merlins Ace Hardware 101-1320-4150 14.99 03/14/24 Spray Clear 12 oz Merlins Ace Hardware 101-1550-4120 594.46 03/14/24 Roller Cable Tie Bucket Supply hose Merlins Ace Hardware 700-0000-4260 25.00 03/14/24 Step Ladder Merlins Ace Hardware 700-0000-4550 5.24 03/14/24 PPH Drill Screw Merlins Ace Hardware 700-7043-4150 19.48 03/14/24 Primer White Metal Merlins Ace Hardware 701-0000-4120 2.71 03/14/24 Fasteners Merlins Ace Hardware 701-0000-4260 24.99 03/14/24 Step Ladder Merlins Ace Hardware 701-0000-4551 18.24 03/14/24 PPH Drill Screw Conduit PVC Merlins Ace Hardware 720-7207-4150 52.78 03/14/24 Elbow 90PVC Pipe PVC 4ft PVC Merlins Ace Hardware Total 1,226.02 Metro Garage Door Company 101-1312-4510 2,592.22 03/28/24 replace springs at PW overhead door Metro Garage Door Company Total 2,592.22 Metronet Holdings LLC 700-7043-4310 56.13 03/13/24 Telephone & Communication Charges Metronet Holdings LLC Total 56.13 AP - Check Detail (4/8/2024) Page 23 of 35135 Last Name Acct 1 Amount Check Date Description METROPOLITAN COUNCIL 700-7019-4510 2,631.97 03/14/24 met council industrial charge for the east water treatment plant METROPOLITAN COUNCIL 700-7019-4510 465.16 03/14/24 met council strength charge METROPOLITAN COUNCIL 700-7043-4510 639.15 03/14/24 met council industrial charge for the west water treatment plan METROPOLITAN COUNCIL 701-0000-4509 230,855.78 03/21/24 Wastewater Service-April METROPOLITAN COUNCIL Total 234,592.06 Metropolitan Council Env Svcs 101-1250-3816 (347.90) 03/21/24 February SAC Metropolitan Council Env Svcs 701-0000-2023 32,329.85 03/21/24 February SAC Metropolitan Council Env Svcs Total 31,981.95 Metropolitan Council Enviromental Services 701-0000-4509 20,000.00 01/17/24 MCES WW Services Jan 2024 Metropolitan Council Enviromental Services 701-0000-4509 20,000.00 02/16/24 MCES WW Services Feb 2024 Metropolitan Council Enviromental Services Total 40,000.00 Mid America Meter Inc 700-0000-4300 85.00 03/14/24 test homeowner's water meter 1010 saddlebrook trail Mid America Meter Inc Total 85.00 MID COUNTY COOP 101-1320-4153 288.08 04/04/24 tree herbicide MID COUNTY COOP 720-7207-4150 288.09 04/04/24 tree herbicide MID COUNTY COOP Total 576.17 Minnesota Erosion Control 720-0000-4370 420.00 02/16/24 MECA Conference for Ryan and Joe Minnesota Erosion Control Total 420.00 Minnesota Nursery and Landscape 101-1550-4370 249.00 02/16/24 GB Expo/Training - Josh Hargrove Minnesota Nursery and Landscape 101-1550-4370 348.00 02/16/24 GB Expo/Training - Kyle Brazil Minnesota Nursery and Landscape 101-1550-4370 348.00 02/16/24 GB Expo/Training - Nick Jacobson Minnesota Nursery and Landscape 101-1550-4370 230.00 02/16/24 GB Training & Tree Inspector Recert - Jason Koehnen Minnesota Nursery and Landscape Total 1,175.00 Minnesota State Fire Chiefs Association 101-1220-4370 855.00 02/16/24 Conference registration Bartels Frisbe Sidlaukas Minnesota State Fire Chiefs Association 101-1220-4370 285.00 02/16/24 Conference registration Boote Minnesota State Fire Chiefs Association Total 1,140.00 Minnesota Trophies & Gifts 101-1611-4129 38.40 02/16/24 FebFest medallion Minnesota Trophies & Gifts Total 38.40 Minuteman Press 101-1120-4110 68.00 03/14/24 Business Cards Andrew Heger Jenny Potter Minuteman Press Total 68.00 MN American Water Works Association 700-0000-4370 300.00 01/17/24 MW Professional Operator Development Training AP - Check Detail (4/8/2024) Page 24 of 35136 Last Name Acct 1 Amount Check Date Description MN American Water Works Association Total 300.00 MN DEPT OF HEALTH 700-0000-4370 32.00 03/13/24 water training for Matt Dodge MN DEPT OF HEALTH 700-0000-4509 21,094.00 03/21/24 Quarterly water service connection fee MN DEPT OF HEALTH 700-0000-4360 23.00 04/03/24 water supply system operator renewal-Kistner MN DEPT OF HEALTH Total 21,149.00 MN Dept of Labor and Industry 101-1250-4360 53.00 01/17/24 DOLI Membership MN Dept of Labor and Industry 101-1250-4360 85.00 02/16/24 BO Cert Renewel - Ding MN Dept of Labor and Industry 700-0000-4360 38.00 02/16/24 MW License Renewal MN Dept of Labor and Industry 101-1170-4370 20.00 03/14/24 Boiler operating license MN Dept of Labor and Industry 101-0000-2022 8,229.39 03/21/24 February 2024 Surcharge MN Dept of Labor and Industry 101-1170-4510 100.00 03/21/24 Elevator Annual Operation MN Dept of Labor and Industry 101-1250-3818 (164.59) 03/21/24 February 2024 Surcharge MN Dept of Labor and Industry Total 8,360.80 MN FIRE SERVICE CERTIFICATION BOARD 101-1220-4370 126.00 04/04/24 Instructor I Certification Exam - Captain Smith MN FIRE SERVICE CERTIFICATION BOARD Total 126.00 MN NCPERS LIFE INSURANCE 101-0000-2037 144.00 04/03/24 Insurance April 2024 MN NCPERS LIFE INSURANCE Total 144.00 MN Plumbing & Home Service Inc 101-0000-2022 0.25 04/04/24 Duplicate Permit - 750 W Village Rd MN Plumbing & Home Service Inc 101-1250-3306 80.00 04/04/24 Duplicate Permit - 750 W Village Rd MN Plumbing & Home Service Inc Total 80.25 MN Recreation and Park Association 101-1560-4360 40.00 01/17/24 MN Association of Senior Services annual dues MN Recreation and Park Association 101-1600-4352 100.00 02/16/24 Intern and Playground Director job posting MRPA MN Recreation and Park Association Total 140.00 MN Utility Contractors Association 700-0000-4370 100.00 01/17/24 BM Pipelayer Certification MN Utility Contractors Association 701-0000-4370 100.00 01/17/24 BM Pipelayer Certification MN Utility Contractors Association Total 200.00 MN VALLEY ELECTRIC COOP 101-1350-4320 295.77 03/20/24 Electric Charges MN VALLEY ELECTRIC COOP 101-1350-4320 338.04 03/27/24 Electric Charges MN VALLEY ELECTRIC COOP 101-1350-4320 6,211.05 04/03/24 Electric Charges MN VALLEY ELECTRIC COOP 101-1600-4320 47.92 04/03/24 Electric Charges MN VALLEY ELECTRIC COOP 700-0000-4320 172.78 04/03/24 Electric Charges MN VALLEY ELECTRIC COOP 701-0000-4320 643.56 04/03/24 Electric Charges MN VALLEY ELECTRIC COOP Total 7,709.12 AP - Check Detail (4/8/2024) Page 25 of 35137 Last Name Acct 1 Amount Check Date Description Moe's American Restaurant 101-1123-4372 122.74 01/17/24 EDC Holiday Event Moe's American Restaurant Total 122.74 Monoprice.com 101-1220-4121 21.66 01/17/24 TV Mount Monoprice.com Total 21.66 MOSS & BARNETT 210-0000-1193 1,446.00 03/28/24 Professional Services - Comcast MOSS & BARNETT 210-0000-4300 978.00 03/28/24 Professional Services - Mediacom MOSS & BARNETT Total 2,424.00 Motion Picture License Corporation 101-1560-4360 415.62 02/16/24 MPLC annual license renewal Motion Picture License Corporation Total 415.62 NAPA AUTO & TRUCK PARTS 101-1550-4120 186.37 03/14/24 Filters NAPA AUTO & TRUCK PARTS 700-0000-4120 44.22 03/28/24 Filters - Light NAPA AUTO & TRUCK PARTS 101-1550-4120 61.73 04/04/24 Filters & Motor Oil NAPA AUTO & TRUCK PARTS Total 292.32 National Recreation and Park Association 101-1520-4360 700.00 02/16/24 NRPA organization membership 2024 National Recreation and Park Association Total 700.00 NAVARRSKI RAQUEL 700-0000-2020 8.62 03/27/24 Refund Check 103425-000 8305 STONE CREEK DRIVE NAVARRSKI RAQUEL 701-0000-2020 16.81 03/27/24 Refund Check 103425-000 8305 STONE CREEK DRIVE NAVARRSKI RAQUEL 720-0000-2020 8.71 03/27/24 Refund Check 103425-000 8305 STONE CREEK DRIVE NAVARRSKI RAQUEL Total 34.14 Newegg.com 101-1120-4110 59.61 02/16/24 headphones for teams calls Newegg.com Total 59.61 NEWMAN SIGNS INC 101-1320-4155 1,096.79 03/14/24 street signs NEWMAN SIGNS INC Total 1,096.79 Nokomis Energy LLC 101-1312-4320 411.57 04/03/24 Electric Charges Nokomis Energy LLC 700-0000-4320 51.45 04/03/24 Electric Charges Nokomis Energy LLC 700-7043-4320 3,416.95 04/03/24 Electric Charges Nokomis Energy LLC 701-0000-4320 51.45 04/03/24 Electric Charges Nokomis Energy LLC Total 3,931.42 Northdale Construction Company Inc 101-0000-2033 50.00 04/04/24 Fee Reversal for City Project Northdale Construction Company Inc Total 50.00 Northfield Lines Inc 101-1731-4300 1,382.27 03/21/24 March Ski & Snowboard bus invoice AP - Check Detail (4/8/2024) Page 26 of 35138 Last Name Acct 1 Amount Check Date Description Northfield Lines Inc Total 1,382.27 NORTHWEST ASPHALT INC 601-6051-4751 42,965.48 04/04/24 2023 Pavement Rehab PMP NORTHWEST ASPHALT INC 700-6051-4751 53,867.54 04/04/24 2023 Pavement Rehab WATER NORTHWEST ASPHALT INC 720-6051-4751 2,257.66 04/04/24 2023 Pavement Rehab STORM NORTHWEST ASPHALT INC Total 99,090.68 NOVEL SOLAR THREE LLC 101-1350-4320 63.08 03/13/24 Electric Charges NOVEL SOLAR THREE LLC 700-0000-4320 2,571.83 03/13/24 Electric Charges NOVEL SOLAR THREE LLC 701-0000-4320 1,295.82 03/13/24 Electric Charges NOVEL SOLAR THREE LLC Total 3,930.73 NvoicePay 101-1130-4300 732.30 03/14/24 Monthly fees-February 2024 NvoicePay Total 732.30 Office Max/Office Depot 101-1120-4110 76.74 01/17/24 JG Office Supplies Office Max/Office Depot 101-1160-4530 93.19 01/17/24 Replacement Mouse Logitech Office Max/Office Depot 101-1110-4375 44.74 02/16/24 State Senate Finance Committee Presentation Office Max/Office Depot 101-1160-4132 64.91 02/16/24 Flash Drives AP Files for Auditors Office Max/Office Depot 101-1312-4260 204.82 02/16/24 JG Paper Shredder Office Max/Office Depot 101-1320-4530 17.33 02/16/24 JG USB Cable for Speed Trailer Office Max/Office Depot 701-0000-4150 69.90 02/16/24 AA Sewer FOG Program Office Max/Office Depot 701-0000-4551 693.56 02/16/24 GF Uninterruptible Power Supply for Lift Stations Office Max/Office Depot Total 1,265.19 O'Reilly Auto Parts 700-0000-4140 12.98 01/17/24 MW Wiper Fluid for Truck 317 O'Reilly Auto Parts Total 12.98 Ott Travis 101-1538-4343 1,648.56 04/04/24 Youth TKD Qrtr 1 Ott Travis Total 1,648.56 Party City 101-1560-4130 51.48 01/17/24 Holiday Party table cloths Party City 101-1615-4130 7.04 01/17/24 Tree Lighting Ceremony tablecloths Party City Total 58.52 Pashek Barbara 700-7204-4901 100.00 03/28/24 Water Wise Rebate- Clothes Washer Pashek Barbara Total 100.00 Pederson Taylor 101-1538-4343 1,604.64 04/04/24 TKD Youth Qrtr 1 Pederson Taylor 101-1539-4343 868.20 04/04/24 TKD Adult Qtr 1 Pederson Taylor Total 2,472.84 AP - Check Detail (4/8/2024) Page 27 of 35139 Last Name Acct 1 Amount Check Date Description Pedretti Christine Lea 101-1539-4343 1,689.35 04/04/24 Jan-March Yoga and Pilates Pedretti Christine Lea Total 1,689.35 PILGRIM DRY CLEANERS 101-1220-4300 131.86 03/14/24 Linen cleaning PILGRIM DRY CLEANERS Total 131.86 Pine County License Center 700-0000-4300 66.40 01/17/24 BM CDL Payment for License #575582 Pine County License Center Total 66.40 Pinnacle Pest Control 101-1170-4300 200.00 03/14/24 pest control services Pinnacle Pest Control 101-1190-4300 225.00 03/14/24 pest control Pinnacle Pest Control 101-1220-4300 200.00 03/14/24 pest control Pinnacle Pest Control 101-1312-4300 250.00 03/14/24 pest control Pinnacle Pest Control 700-7019-4300 125.00 03/14/24 pest control Pinnacle Pest Control 700-7043-4300 125.00 03/14/24 pest control Pinnacle Pest Control Total 1,125.00 Postmaster 701-0000-4330 (13.66) 01/17/24 AA Return for LS13 Refund Postmaster Total (13.66) Potentia MN Solar 101-1170-4320 2,034.35 03/27/24 Electric Charges Potentia MN Solar 101-1190-4320 2,661.38 03/27/24 Electric Charges Potentia MN Solar 700-0000-4320 1,433.46 03/27/24 Electric Charges Potentia MN Solar Total 6,129.19 Povolny Specialties 101-1350-4565 5,900.00 03/14/24 Dell Road Street Light Service Cabinet Replacement Povolny Specialties Total 5,900.00 Power Lodge Twin Cities 101-1220-4140 211.91 01/17/24 Mirror Kit Power Lodge Twin Cities Total 211.91 Prairie Lawn & Garden 701-0000-4120 45.00 01/17/24 JG Pressure Washer Inspection Return Sewer Jetter Prairie Lawn & Garden 701-0000-4120 (45.00) 02/16/24 Pressure Washer Return Prairie Lawn & Garden Total - PRECISE MRM LLC 101-1320-4310 294.00 03/14/24 AVL for plow trucks PRECISE MRM LLC Total 294.00 Premium Waters Inc 101-1550-4120 4.32 03/14/24 Lake Ann shop water Premium Waters Inc Total 4.32 Pro-Tec Design Inc. 101-1160-4530 382.50 03/14/24 Card Reader Repair & Training on Updating AP - Check Detail (4/8/2024) Page 28 of 35140 Last Name Acct 1 Amount Check Date Description Pro-Tec Design Inc. Total 382.50 Quality Flow Systems Inc 701-0000-4551 505.00 03/14/24 troubleshooting pump at LS 2 Quality Flow Systems Inc Total 505.00 Ramy Turf Products LLC 720-7207-4150 750.00 04/04/24 spill pads for waterways Ramy Turf Products LLC Total 750.00 Rent N Save Portable Services 101-1550-4400 1,066.00 03/21/24 portable restrooms Rent N Save Portable Services Total 1,066.00 RespondersPro Inc 101-1220-4352 787.45 03/14/24 2024 memorial challenge coin RespondersPro Inc Total 787.45 Roc Electric Co 700-7019-4120 2,206.00 01/17/24 JC New Sealed Allen Bradley Control Logix Analog Output Roc Electric Co Total 2,206.00 RUFFRIDGE JOHNSON EQUIPMENT CO 101-1320-4120 839.49 03/21/24 asphalt roller parts RUFFRIDGE JOHNSON EQUIPMENT CO 101-1320-4120 66.27 03/28/24 switch RUFFRIDGE JOHNSON EQUIPMENT CO Total 905.76 Sam's Club 101-1120-4372 98.47 01/17/24 holiday training event snacks Sam's Club 101-1560-4112 352.99 01/17/24 2024 Holiday party food and supplies Sam's Club 101-1560-4112 111.54 01/17/24 Holiday Party food and supplies Sam's Club Total 563.00 Scheels 101-1550-4240 199.92 01/17/24 GB Winter Gloves (Restock) Scheels Total 199.92 Seegers Mark 700-7204-4901 100.00 03/14/24 Water Wise Rebate Toilet Seegers Mark Total 100.00 SEH 410-4410-4300 5,846.10 03/28/24 Lake Ann Park Preserve Consulting Services SEH 410-4410-4300 31,228.85 04/04/24 Lake Ann Park Preserve Consulting Services SEH Total 37,074.95 Senja Inc 101-1539-4343 96.00 03/14/24 Tai Chi Instruction Senja Inc Total 96.00 Shadywood Tree Experts and Landscaping 101-1550-4572 735.00 03/14/24 Ash tree removal in boulevard. Shadywood Tree Experts and Landscaping 101-1550-4572 310.00 03/14/24 Grind Stump and Haul Debris. Shadywood Tree Experts and Landscaping 101-1550-4572 2,205.00 03/21/24 Hazard Tree Removal AP - Check Detail (4/8/2024) Page 29 of 35141 Last Name Acct 1 Amount Check Date Description Shadywood Tree Experts and Landscaping 101-1550-4572 450.00 03/21/24 Tree Removal Shadywood Tree Experts and Landscaping 101-1550-4572 735.00 03/28/24 Green ash removal Shadywood Tree Experts and Landscaping 101-1550-4572 310.00 03/28/24 Stump grind and haul Shadywood Tree Experts and Landscaping 601-6063-4572 735.00 03/28/24 County M&O Trail related Ash tree removal Shadywood Tree Experts and Landscaping 601-6063-4572 650.00 03/28/24 County M&O Trail related Stump Grind and Haul Shadywood Tree Experts and Landscaping 601-6060-4300 2,169.38 04/04/24 24-01 Street Project Pruning Shadywood Tree Experts and Landscaping Total 8,299.38 ShopBackflow.com 700-0000-4550 106.05 01/17/24 MW Backflow Prevention ShopBackflow.com Total 106.05 Shukalovich Efim 101-0000-2072 2,500.00 03/14/24 6200 Cardinal Avenue -Receipt #00586847 Shukalovich Efim Total 2,500.00 Slate & Stone 101-1560-4342 1,364.94 01/17/24 ASI trip Lunch Expenses Slate & Stone Total 1,364.94 SMITH BRUCE & KAYLAR 700-0000-2020 3.65 03/27/24 Refund Check 010334-000 2181 LAKE LUCY ROAD SMITH BRUCE & KAYLAR 701-0000-2020 7.94 03/27/24 Refund Check 010334-000 2181 LAKE LUCY ROAD SMITH BRUCE & KAYLAR 720-0000-2020 5.47 03/27/24 Refund Check 010334-000 2181 LAKE LUCY ROAD SMITH BRUCE & KAYLAR Total 17.06 Smith Marissa 101-1220-4240 200.00 03/20/24 Fire Boots Reimbursement Smith Marissa Total 200.00 SOFTWARE HOUSE INTERNATIONAL 101-1160-4201 1,350.00 03/14/24 Microsoft Windows Server Std Renewal Yr 1 of 3 SOFTWARE HOUSE INTERNATIONAL 101-1160-4202 2,561.00 03/14/24 Microsoft DataCenter Renewal Yr 1 of 3 SOFTWARE HOUSE INTERNATIONAL 101-1160-4203 7,149.44 03/21/24 VMware vSphere & vCenter Prod Renewals SOFTWARE HOUSE INTERNATIONAL Total 11,060.44 Solko Kelly 700-7204-4901 100.00 03/28/24 Water Wise Rebate- Clothes Washer Solko Kelly Total 100.00 Something to Crow About Health & Wellness 700-0000-4150 75.00 02/16/24 JG DOT Health Card Something to Crow About Health & Wellness 701-0000-4150 75.00 02/16/24 JG DOT Health Card Something to Crow About Health & Wellness Total 150.00 SOUTH METRO CUSTOM REMODELING 101-0000-2033 70.00 03/21/24 Overpayment - Permit 2024-00629 - 7109 Purple Pkwy SOUTH METRO CUSTOM REMODELING Total 70.00 Southwest Metro Chamber of Commerce 101-1110-4381 45.00 01/17/24 McDonald Buy Chan holiday luncheon Southwest Metro Chamber of Commerce 101-1120-4381 45.00 01/17/24 Buy Chan holiday lunch Hokkanen AP - Check Detail (4/8/2024) Page 30 of 35142 Last Name Acct 1 Amount Check Date Description Southwest Metro Chamber of Commerce 101-1123-4381 45.00 01/17/24 Buy Chan SW Metro Chamber Lunch Southwest Metro Chamber of Commerce 101-1420-4381 45.00 01/17/24 SW Chamber Event Registration Fee Southwest Metro Chamber of Commerce Total 180.00 SOUTHWEST NEWS MEDIA 101-0000-2076 76.57 03/21/24 Public Hearing Notice for TIF 13 SOUTHWEST NEWS MEDIA 101-1110-4336 28.21 03/21/24 Publish Summary Ordinance 721 SOUTHWEST NEWS MEDIA 101-1110-4336 24.18 03/21/24 Publish Summary Ordinance 722 SOUTHWEST NEWS MEDIA 101-1180-4336 20.15 03/21/24 Publish Notice of Public Accuracy Test for PNP Election SOUTHWEST NEWS MEDIA 101-1210-4336 32.24 03/21/24 Public Hearing Notice for Life Time Pickleball Liquor License SOUTHWEST NEWS MEDIA 101-1420-4336 40.30 03/21/24 Public Hearing Notice for Planning Case 2024-01 SOUTHWEST NEWS MEDIA 101-1420-4336 32.24 03/21/24 Public Hearing Notice for Ordinance-Naturalized Landscaping32.24 SOUTHWEST NEWS MEDIA 414-4010-4300 169.26 03/21/24 Civic Campus Ad for Bids Publication SOUTHWEST NEWS MEDIA Total 423.15 SRF CONSULTING GROUP INC 601-6058-4303 57,676.06 03/14/24 MMSW Roundabout #24-05 SRF CONSULTING GROUP INC Total 57,676.06 Stampli 101-1130-4300 1,362.00 01/17/24 Stampli APAutomation Monthly Service Fee Stampli 101-1130-4300 1,362.00 02/16/24 Stampli AP Automation Monthly Service Fee Stampli Total 2,724.00 Stavros Properties 101-1171-4300 738.16 03/14/24 2023 Easement Fees Stavros Properties Total 738.16 Stericycle Inc 101-1120-4300 213.00 03/28/24 Purge with equipment/Late Charge per MN Statute 471.425 Stericycle Inc 101-1120-4359 10.00 03/28/24 Purge with equipment/Late Charge per MN Statute 471.425 Stericycle Inc Total 223.00 Storms Welding & Mfg Inc. 701-0000-4551 850.00 03/14/24 hook for lift station Storms Welding & Mfg Inc. Total 850.00 Stratoguard LLC 101-1160-4205 230.56 01/17/24 Email Filter Service Dec Stratoguard LLC 101-1160-4205 230.56 02/16/24 ProofPoint Email Filtering Service - Jan Stratoguard LLC Total 461.12 SUMMIT FIRE PROTECTION 101-1220-4510 766.70 03/14/24 annual fire extinguisher maintenance SUMMIT FIRE PROTECTION 101-1312-4510 2,165.35 03/14/24 annual fire extinguisher inspection SUMMIT FIRE PROTECTION Total 2,932.05 Sun Life Financial 101-0000-2011 789.51 04/04/24 Life Insurance-April 2024 Sun Life Financial 101-0000-2015 1,321.84 04/04/24 LTD April 2024 Sun Life Financial 101-0000-2037 1,172.54 04/04/24 Life Insurance-April 2024 AP - Check Detail (4/8/2024) Page 31 of 35143 Last Name Acct 1 Amount Check Date Description Sun Life Financial 700-0000-2011 44.31 04/04/24 Life Insurance-April 2024 Sun Life Financial 700-0000-2015 90.46 04/04/24 LTD April 2024 Sun Life Financial 700-0000-2037 108.28 04/04/24 Life Insurance-April 2024 Sun Life Financial 701-0000-2011 27.06 04/04/24 Life Insurance-April 2024 Sun Life Financial 701-0000-2015 56.37 04/04/24 LTD April 2024 Sun Life Financial 701-0000-2037 108.28 04/04/24 Life Insurance-April 2024 Sun Life Financial 720-0000-2011 19.34 04/04/24 Life Insurance-April 2024 Sun Life Financial 720-0000-2015 38.26 04/04/24 LTD April 2024 Sun Life Financial Total 3,776.25 Survey Supply Inc 700-0000-4150 257.05 01/17/24 BM Marking Paint Survey Supply Inc 701-0000-4150 257.05 01/17/24 BM Marking Paint Survey Supply Inc Total 514.10 Tandon Priya 101-0000-1027 400.00 03/27/24 Easter 2024 day-of registration change Tandon Priya Total 400.00 Target 101-1110-4372 75.50 01/17/24 Civic Campus open house supplies and refreshments for public Target 101-1530-4130 45.19 01/17/24 Plates drinks silverware supplies for programs Target 101-1615-4130 48.77 01/17/24 Tree Lighting Ceremony candy canes Target 101-1120-4110 11.47 02/16/24 JG Paper Bowls for Lunch Room Target 101-1220-4290 106.66 02/16/24 Floor Pad Laundry Soap Dryer Sheets Wand Refill Target 101-1220-4290 10.27 02/16/24 Floor Pad UP & UP Target Total 297.86 Taylor Electric Company LLC 101-1350-4566 1,200.00 03/14/24 troubleshoot loops at 78st and target Taylor Electric Company LLC 101-1350-4565 2,400.00 04/04/24 new LED light TH5 and powers blvd @new feed point cabinet Taylor Electric Company LLC Total 3,600.00 The Flasher Scope & Scan Diagnostics 700-0000-4520 240.00 03/14/24 power train control module program The Flasher Scope & Scan Diagnostics Total 240.00 The Garden By The Woods 101-1170-4510 140.34 01/17/24 Front decorative pots The Garden By The Woods Total 140.34 TimeSaver Off Site Secretarial Inc 101-1125-4300 522.00 03/14/24 City Council and Commission meeting minutes transcription TimeSaver Off Site Secretarial Inc 101-1125-4300 580.00 03/21/24 City Council and Commission February meeting minutes TimeSaver Off Site Secretarial Inc 101-1125-4300 946.00 04/04/24 Transcription of City Council and Commission Minutes TimeSaver Off Site Secretarial Inc Total 2,048.00 TSG Server & Storage Inc 101-1160-4205 3,040.00 04/04/24 Veeam Backup Annual Renewal TSG Server & Storage Inc Total 3,040.00 AP - Check Detail (4/8/2024) Page 32 of 35144 Last Name Acct 1 Amount Check Date Description U of M Contlearning 101-1550-4370 50.00 01/17/24 GB Tree Inspector Recert U of M Contlearning 101-1250-4370 450.00 02/16/24 Continue education Joe Gibbons U of M Contlearning 101-1250-4370 450.00 02/16/24 R Sullivan Continued education U of M Contlearning 101-1250-4370 600.00 02/16/24 T Vickerman continued education U of M Contlearning 101-1320-4370 140.00 02/16/24 AA Construction Installer Training for Pete Storms U of M Contlearning 101-1320-4370 45.00 02/16/24 JG John Wickenhauser Training U of M Contlearning Total 1,735.00 United Laboratories 101-1550-4150 604.62 03/28/24 Wasp spray vandalism remover (restock). United Laboratories Total 604.62 US Bank Rebate 101-1130-3903 (2,671.25) 01/17/24 US Bank Rebate US Bank Rebate Total (2,671.25) US Home Corporation 101-0000-2072 2,500.00 04/04/24 As Built escrow 7149 Pearl Dr -Receipt #00517270 US Home Corporation Total 2,500.00 VERIZON WIRELESS 101-1110-4310 40.01 04/03/24 Telephone & Communication Charges VERIZON WIRELESS 101-1120-4310 157.50 04/03/24 Telephone & Communication Charges VERIZON WIRELESS 101-1125-4310 41.24 04/03/24 Telephone & Communication Charges VERIZON WIRELESS 101-1160-4310 138.72 04/03/24 Telephone & Communication Charges VERIZON WIRELESS 101-1170-4310 46.24 04/03/24 Telephone & Communication Charges VERIZON WIRELESS 101-1220-4310 1,021.62 04/03/24 Telephone & Communication Charges VERIZON WIRELESS 101-1250-4310 291.28 04/03/24 Telephone & Communication Charges VERIZON WIRELESS 101-1310-4310 178.73 04/03/24 Telephone & Communication Charges VERIZON WIRELESS 101-1312-4310 128.72 04/03/24 Telephone & Communication Charges VERIZON WIRELESS 101-1320-4310 296.67 04/03/24 Telephone & Communication Charges VERIZON WIRELESS 101-1370-4310 89.52 04/03/24 Telephone & Communication Charges VERIZON WIRELESS 101-1420-4310 164.95 04/03/24 Telephone & Communication Charges VERIZON WIRELESS 101-1520-4310 52.01 04/03/24 Telephone & Communication Charges VERIZON WIRELESS 101-1530-4310 41.24 04/03/24 Telephone & Communication Charges VERIZON WIRELESS 101-1540-4310 40.01 04/03/24 Telephone & Communication Charges VERIZON WIRELESS 101-1550-4310 491.28 04/03/24 Telephone & Communication Charges VERIZON WIRELESS 101-1600-4310 249.42 04/03/24 Telephone & Communication Charges VERIZON WIRELESS 700-0000-4310 754.28 04/03/24 Telephone & Communication Charges VERIZON WIRELESS 701-0000-4310 577.21 04/03/24 Telephone & Communication Charges VERIZON WIRELESS 720-0000-4310 393.79 04/03/24 Telephone & Communication Charges VERIZON WIRELESS Total 5,194.44 VESSCO INC 700-7043-4160 399.30 03/28/24 west water treatment chemicals VESSCO INC Total 399.30 AP - Check Detail (4/8/2024) Page 33 of 35145 Last Name Acct 1 Amount Check Date Description VIKING ELECTRIC SUPPLY 701-7025-4705 517.65 03/21/24 CIP lift station supplies for LS#28 VIKING ELECTRIC SUPPLY 701-7025-4705 10.05 03/21/24 Lift station #28 supplies VIKING ELECTRIC SUPPLY 701-7025-4705 27.33 03/21/24 Lift stations #28 CIP supplies VIKING ELECTRIC SUPPLY 701-7025-4705 470.04 03/21/24 lift stations CIP supplies #28 VIKING ELECTRIC SUPPLY 701-7025-4705 187.55 03/28/24 CIP Lift station supplies #28 VIKING ELECTRIC SUPPLY 701-7025-4705 430.10 03/28/24 CIP parts for LS #28 VIKING ELECTRIC SUPPLY 701-7025-4705 (457.43) 03/28/24 Lift station CIP supplies for LS#28 VIKING ELECTRIC SUPPLY Total 1,185.29 Waste Management of Minnesota Inc 101-1170-4329 195.78 03/21/24 Garbage Service-March 2024 Waste Management of Minnesota Inc 101-1190-4329 326.02 03/21/24 Garbage Service-March 2024 Waste Management of Minnesota Inc 101-1220-4329 106.30 03/21/24 Garbage Service-March 2024 Waste Management of Minnesota Inc 101-1312-4329 135.77 03/21/24 Garbage Service-March 2024 Waste Management of Minnesota Inc 101-1550-4329 610.06 03/21/24 Garbage Service-March 2024 Waste Management of Minnesota Inc 700-0000-4329 16.97 03/21/24 Garbage Service-March 2024 Waste Management of Minnesota Inc 701-0000-4329 16.97 03/21/24 Garbage Service-March 2024 Waste Management of Minnesota Inc Total 1,407.87 Water Environment Federation 700-0000-4360 180.00 02/16/24 JC Membership Water Environment Federation Total 180.00 Watford Stephanie 700-7204-4901 100.00 03/28/24 Water Wise Rebate- Dishwasher Watford Stephanie Total 100.00 WCEC Inc 700-0000-4300 250.00 04/04/24 annual service agreement WCEC Inc Total 250.00 Wild Mountain Inc 101-1731-4300 1,210.00 03/14/24 January SKi & Snowboard Trip lift tickets & rentals Wild Mountain Inc 101-1731-4300 750.00 03/14/24 Ski & Snowboard lift tickets and rentals Wild Mountain Inc Total 1,960.00 WM MUELLER & SONS INC 720-7207-4150 73.35 03/21/24 clay for bedding for pipe WM MUELLER & SONS INC 720-7207-4150 55.94 03/28/24 clay for storm water repair WM MUELLER & SONS INC Total 129.29 WSB & ASSOCIATES INC 101-1310-4359 102.63 03/14/24 LC Per MN Statute 471.425 WSB & ASSOCIATES INC 101-1311-4306 1,774.00 03/14/24 GIS Support Services WSB & ASSOCIATES INC 414-4010-4303 1,939.00 03/14/24 Civic Campus #23-10 - City Hall WSB & ASSOCIATES INC 414-4011-4303 1,939.00 03/14/24 Civic Campus - Park WSB & ASSOCIATES INC 601-6040-4300 1,710.45 03/14/24 City PMP @ 25% WSB & ASSOCIATES INC 601-6040-4300 4,799.39 03/14/24 Galpin Blvd - City PMP @ 25% AP - Check Detail (4/8/2024) Page 34 of 35146 Last Name Acct 1 Amount Check Date Description WSB & ASSOCIATES INC 601-6046-4300 10.92 03/14/24 Lake Lucy Road rehab - Project number 20-03 WSB & ASSOCIATES INC 601-6140-4300 19,529.51 03/14/24 County @ 75% WSB & ASSOCIATES INC 720-0000-4300 170.00 03/14/24 2023 Water Resources Support WSB & ASSOCIATES INC 720-0000-4300 306.50 03/14/24 2024 Water Resources Support Services WSB & ASSOCIATES INC 720-0000-4300 163.00 03/14/24 WCA Support Services WSB & ASSOCIATES INC 720-7025-4300 18,869.50 03/14/24 2023 Pond Maintenance #23-14 WSB & ASSOCIATES INC Total 51,313.90 Xcel Energy 101-1310-3307 52.00 03/21/24 Refund Duplicated Permit--See also Permit #PROWUG23-0096 Xcel Energy Total 52.00 XCEL ENERGY INC 101-1312-4320 16.79 03/13/24 Late Fee XCEL ENERGY INC 101-1600-4320 1.40 03/13/24 Late Fee XCEL ENERGY INC 700-0000-4320 21.04 03/13/24 Late Fee XCEL ENERGY INC 101-1350-4320 22,272.79 04/03/24 Electric Charges XCEL ENERGY INC 101-1540-4320 (38.74) 04/03/24 Electric Charges XCEL ENERGY INC 101-1550-4320 (115.75) 04/03/24 Electric Charges XCEL ENERGY INC 101-1600-4320 278.69 04/03/24 Electric Charges XCEL ENERGY INC 700-0000-4320 7,178.69 04/03/24 Electric Charges XCEL ENERGY INC 700-7019-4320 2,737.13 04/03/24 Electric Charges XCEL ENERGY INC Total 32,352.04 ZARNOTH BRUSH WORKS INC 101-1320-4120 2,954.30 03/14/24 sweeper brooms ZARNOTH BRUSH WORKS INC 101-1320-4120 156.00 03/14/24 sweeper curtains ZARNOTH BRUSH WORKS INC Total 3,110.30 ZIEGLER INC 101-1320-4120 71.96 04/04/24 check valve ZIEGLER INC Total 71.96 Zoho Corporation 101-1160-4205 7,076.00 02/16/24 Manage Engine - Log360 Log Manager Zoho Corporation Total 7,076.00 Zoom 101-1160-4207 86.70 01/17/24 monthly zoom webinar charge Zoom 101-1160-4207 86.70 02/16/24 Monthly Zoom webinar charges Zoom Total 173.40 Grand Total 2,059,342.17 AP - Check Detail (4/8/2024) Page 35 of 35147 City Council Item April 15, 2024 Item Approve 2024 Chanhassen Farmers' Market Agreement File No.Item No: D.8 Agenda Section CONSENT AGENDA Prepared By Priya Tandon, Recreation Manager Reviewed By Jerry Ruegemer SUGGESTED ACTION "The Chanhassen City Council approves the 2024 agreement with the Chanhassen Farmers' Market to coordinate a farmers' market every Saturday from 9 a.m. - 1 p.m. at City Center Park from June 1 through September 28, 2024." Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY The Chanhassen Farmers' Market runs at City Center Park on Saturdays, June through September, from 9 a.m. -1 p.m. The market is a popular Saturday morning destination for residents to shop for fresh produce, flowers, handmade goods, fresh treats, and other items. Chanhassen community volunteers Holly Bustle and Charlie Hansen will return for the 2024 season to manage the Chanhassen Farmers' Market. The annual agreement between the City of Chanhassen and the Chanhassen Farmers' Market has been updated and is attached, along with the 2024 market map and liability waiver. The 2023 Farmers' Market annual report is also attached. The location of the Farmers' Market within City Center Park has been moved for the 2024 season, due to Civic Campus construction occurring in the previous market location. The 2024 market will be on the field north of the current City Hall. In previous seasons, the market was held in the parking lot on the southeast side of the City Hall building, near the Council Chambers and Senior Center entrance. 148 BACKGROUND The Chanhassen Farmers' Market has been coordinated and managed by community volunteers since 2004. The City of Chanhassen Park & Recreation department temporarily coordinated the market during the 2020 and 2021 seasons during the transition between community volunteers due to the COVID-19 pandemic. Since 2022, the Farmers' Market has been coordinated and managed by Chanhassen community volunteers Holly Bustle and Charlie Hansen. DISCUSSION BUDGET RECOMMENDATION Staff recommends the City Council approve the 2024 agreement with the Chanhassen Farmers' Market to coordinate a farmers' market every Saturday from 9 a.m. - 1 p.m. at City Center Park from June 1 through September 28, 2024. ATTACHMENTS 2024 Farmers Market Agreement 2024 Farmers Market Waiver 2024 Farmers Market Map 2023 Farmers Market Map (shows previous location) 2023 Farmers Market Report 149 1 225949v1 USE AGREEMENT THIS USE AGREEMENT (“Agreement”) is made the 1st day of April, 2024, (the “Effective Date”) by and between the CITY OF CHANHASSEN, a Municipal Corporation, located at 7700 Market Boulevard, Chanhassen, Minnesota 55317 (“City”), and the CHANHASSEN FARMERS MARKET, a non-profit association, located at PO Box 103 Chanhassen, MN 55317 (“Market”). WHEREAS, the Market is an association of individuals who produce fruits, vegetables, and other grown products and hand-crafted items, which are sold to the general public at open-air markets; WHEREAS, both parties desire that the Market operates a Farmers’ Market in the City, in order to provide an opportunity to sell the Market’s products and afford the City and its residents opportunities for civic engagement and commerce. NOW, THEREFORE, in consideration of the mutual benefits received by both parties, it is agreed: 1. The City will grant the Market exclusive use of the west portion of the small field at City Center Park, as shown on the attached Exhibit A (“Use Area”) to operate a Saturday Farmers Market (“Farmers Market”) (i.e., erect stands and sell products to the general public), as permitted herein. 2. The Farmers Market shall be subject to the following: a. For each day of operation of the Farmers Market, the Market will provide cones and blockades for the purpose of demarcating the Use Area. The Market shall place them where needed and remove them at the end of each sale day. b. The Market shall ensure any and all individual vendors operating at the Farmers Market to meet all state licensing and other requirements and regulations that are applicable to them. c. The Market shall ensure any and all Food Trucks operating at the Farmers Market will meet all state licensing and other requirements and regulations that are applicable to them. 3. The right to utilize the Use Area for the Farmers Market shall commence on June 1, 2024, and shall terminate on September 28, 2024. 4. The operation of a Farmers Market in the Use Area is also subject to the following conditions: a. The operation of a Farmers Market is limited to Saturdays between the hours of 9:00 a.m. and 1:00 p.m. The operation of community yoga, as part of the Farmers Market, will be DocuSign Envelope ID: 980028C5-08DF-4A1E-B379-B58B977ABB1D 150968 2 225949v1 limited to 8:15-9:00 a.m. A setup period of 7:00 a.m. to 9:00 a.m. and a teardown period of 1:00 p.m. to 2:00 p.m. will be permitted for individual vendors. b. The Market individual vendors shall furnish appropriate refuse containers, as required by the City, and remove refuse and other waste material after each Farmers Market. c. The Market shall utilize portable restrooms already on-site in City Center Park. d. The Market shall provide a market manager (“Manager”) to represent the Market on the site during each Farmers Market. The Manager or the Manager’s designee shall be responsible for all advertising, administrative activities, promotions, and communications with the City and the general public concerning sale activities at the Farmers Market. e. The Market shall be responsible to ensure that its operation of a Farmers Market is in compliance with, at all times, local, state and federal rules and regulations. f. The Market shall allow the City and the Chanhassen Library to, at various times, display and/or sell various items pertinent to their operations, without cost to the City or Chanhassen Library. g. The Market shall submit an annual report to the City by December 31, 2024. The report shall include number of markets held, estimated weekly attendance, number of total vendors, number of food, craft, and nonprofit vendors, partnerships, and highlights from the 2024 season. 5. The Market may not sub-lease or otherwise assign this Agreement. This Agreement shall not be deemed an approval for any other permits of approvals required by the City and/or any other governmental entity for the operation of the Farmers Market. 6. The Market shall indemnify, defend, and hold the City, and its respective officers, employees, and agents, harmless from and against any and all losses, claims, actions, and expenses that may arise from or out of the activities conducted or carried on by the Market directly or indirectly in any respect whatsoever related to the Market’s operation of a Farmers Market within the Use Area. 7. The Market will sign a waiver, waiving any claims the Market might have against the City, as well as defend and indemnify the City for any claims that arise against the City from third parties. 8. Individual vendors of the Market will sign a waiver, waiving any claims the vendor might have against the city, as well as defend and indemnify the City for any claims that arise against the City from third parties, OR provide a certificate of insurance, naming the City as additional insured. DocuSign Envelope ID: 980028C5-08DF-4A1E-B379-B58B977ABB1D 151969 3 225949v1 9. The City may terminate this Agreement at any time with or without cause by giving 30 days written notice to the Market at the address indicated above. Sections 5 and 6 of this Agreement shall survive termination. 10. The City retains the right to close any individual vendor of the Farmers Market for any reason with one week’s notice. 11. This Agreement shall be governed by, construed, and enforced in accordance with the laws of the State of Minnesota. 12. This Agreement shall constitute the entire agreement between the parties and any prior understanding or representation of any kind preceding the date of this Agreement shall not be binding upon either party except to the extent incorporated in this Agreement. 13. Any modification of this Agreement or additional obligations assumed by either party in connection with this Agreement shall be binding only if evidenced in writing signed by each party or an authorized representative of each party. 14. Any notice provided for or concerning this Agreement shall be in writing and shall be deemed sufficiently given when sent by U.S. Mail or hand-delivered to the respective address of each party as set forth in the beginning of this Agreement. 15. The parties acknowledge that this Agreement is an agreement to operate a Farmers Market in the Use Area described herein and does not confer any estate or interest to the Market in the City’s property, nor does it create a partnership or joint venture between the City and the Market. All costs of doing business, including but not limited to supplies and equipment, will be the sole responsibility of the Market at its sole expense. IN WITNESS WHEREOF, the parties have signed this Agreement. CITY OF CHANHASSEN CHANHASSEN FARMERS MARKET By:________________________________ By:______________________________ Elise Ryan, Mayor Print Name:____________________ And:________________________________ Its: President Laurie Hokkanen, City Manager DocuSign Envelope ID: 980028C5-08DF-4A1E-B379-B58B977ABB1D Charlie Hansen 152970 1 221841v1 WAIVER AND RELEASE I, ______________________, as an authorized representative of the named organization below, located at PO Box 103 Chanhassen, Minnesota 55317 (“Organization”), and on behalf of the Organization, its officers, employees, agents and assigns, as a condition of the Organization being permitted to locate and operate a seasonal market (“Market”) on City of Chanhassen (“City”) property located at 7700 Market Boulevard, Chanhassen, MN 55317 (“City Property”), do hereby agree to the following: A. The Organization hereby waives, releases, and discharges the City, its officials and employees, from any and all claims and liabilities for bodily injury, personal injury, or property loss or damage arising out the Organization’s use of City property or operation of the Market on City Property. B. The Organization further agrees to indemnify, defend and save harmless the City, its officials and employees, from and against any liability, claim or demand, including but not limited to court costs and attorney fees for or on account of bodily injury, personal injury or property loss or damage asserted or claimed against the City arising out of the Organization’s use of City Property or operation of the Market on City Property. C. Specifically excluded from this release and indemnification shall be any claims, liabilities, losses or damages arising out of the gross negligence or intentional acts of the City, its officials and employees. D. By execution of this Waiver and Release, the Organization further agrees and represents that it has inspected the City Property and that it accepts the same as safe and reasonably suited for the purposes of the Organization’s use thereof. The Organization further agrees to return the City Property to the City in the same condition in which it was provided, save for ordinary wear and tear which may occur. The Organization further agrees to report to the City any damage to the City Property during the Organization’s use of the City Property or the operation of the Market on City Property. E. This Waiver and Release shall be binding upon the Organization, and the Organizations, successors and assigns. DocuSign Envelope ID: 980028C5-08DF-4A1E-B379-B58B977ABB1D Charlie Hansen 153966 2 221841v1 IN WITNESS THEREOF, THIS WAIVER AND RELEASE AGREEMENT is executed by the Organization, acting by and through the undersigned, who represents that he or she is properly authorized to bind the Organization hereto. Organization: CHANHASSEN FARMERS MARKET Dated: ________________. ________________________________ Signature of Undersigned ________________________________ Print Name of Undersigned ________________________________ Title DocuSign Envelope ID: 980028C5-08DF-4A1E-B379-B58B977ABB1D Charlie Hansen 3/3/2024 Charlie Hansen 154967 155 Market BlvdDocument Path: K:\Departments\Parks\Farmers Market\Farmers Market.aprxCreated By: City of Chanhassen - Engineering Department Date Created: 3/14/2022 µ0 30 Feet City Center Park - Approved Area Chanhassen Farmers' Market 156 Chanhassen Farmers’Market 2023 Season Recap Report The Chanhassen Farmers Market 2023 Season was a season of growth!The key items that took place were:Accepting SNAP,Connecting farmers &residents with more resources,donating to the local food bank,adding full time youth partnerships. The mission: To create a positive,inviting,diverse and accessible farmers market in Chanhassen where the community can slow down,support our local artisans,and learn to cultivate a healthy lifestyle. The Vision: The Chanhassen Farmers’Market is committed to promoting strong,trusting relationships between consumers and vendors by insisting on honesty and transparency in all aspects of the creation of products.Additionally,we partnered with the U of M to capture visitor metrics and surveys. Moving into the future,we are still striving to grow the market by increasing the number of vendors,attracting more consumers,while elevating the overall consumer experience. The vendors: The 2023 Market season had 56 Vendors that were either part or full time Growth from the previous 38.We expanded into having quality artisan items that were giftworthy,a few local ready to eat food vendors,gained TWO new farmers (one with corn which we didn’t have the year before)and continued to nurture the past richness created amongst our seasoned community members. The Partnerships: Lakewinds co-op,Nicolet Bank,and onelove.yoga,Be Well Chiropractic and World Tae Kwon Do Center were partners in the year creating a healthier way of life for our community members! Free yoga at 8:15-9:15 continued to draw up to 35-40 (growing from the previous 20-25) community members out on Saturday mornings!Participants reported lower stress levels,a more connected feeling to the community and less pain in their lower-backs.They also reported when surveyed to be using the breathwork skills in their lives on a more regular basis because the benefits were felt.Many of these participants reported they had made new friendships they were enjoying because of this class which has brought richness and more activity and support to their lives. 157 POP Club-Power of Produce Club-funded by our generous donors Lakewinds and Nicolet Bank.This program is targeted to the kids in our community.They try a new fruit or vegetable at the market and are then given $3 in "market dollars"to spend on their own fresh produce!We gave out a total of $5,000 (up from the past 2,600 in 2022)out in free produce throughout the season.What an accomplishment! Bountiful Baskets Food Shelf: We partnered with Bountiful Baskets food shelf to get collections flowing,information passed out about support for our residents.Additionally,we successfully donated over 100 pounds of produce to local food banks Winter Market: We did not host a winter market this year,but are very excited that the new City Hall could, possibly offer a space for us to do so. Key items: SNAP &Market Bucks The application to be able to accept SNAP benefits was accepted and launched.We processed over $1020 in SNAP at our location.Due to the double your funds program initiative,that allowed a household to scan their cards for $30 but we could give them $60 to spend on fresh produce and foods we were able to give an additional $1020 totalling their spendable amount for food to $2040. Youth Engagement: Each Saturday we hosted a variety of youth from Chanhassen and surrounding cities to come and share their talents with us!The music was fantastic and often drew crowds that would bring chairs to sit and listen! Farmer/Cottage Baker Support: With the membership to MFMA CFM was able to add additional support to our farmers such as access to grants for various projects,training,safety &business resources and courses. 158 Community/Resident Support: Each Saturday we hosted a new nonprofit organization that offered goods or services in our community.A chance to learn and share about resources!The community sent feedback that they loved learning about new nonprofits and even were able to receive services they needed and some to volunteer where they found passion meeting purpose. Bike Fix it Clinics: A Better Society came out two Saturdays to offer Fix it Clinics and help our residents keep their bicycles in safe working conditions at no cost!These events were a huge success especially in the area of bringing accessibility to keeping people active in our community! Metrics and Survey Partnership U of M: https://docs.google.com/document/d/1QxEnhaJdpLqueevYX2S6Cv02Zm_lju3k/edit?usp=sharin g&ouid=106013504192587569697&rtpof=true&sd=true This Document outlines many metrics for people interacting with the Farmers market surveyed by a 3rd party! The Upcoming season: We are so grateful to have such a wonderful relationship with the City of Chanhassen.This is one we don’t take for granted.The partnership we’ve created is truly what is helping our Farmers Market Community Thrive! Applications are now open for the 2024 season and flowing in! 159 City Council Item April 15, 2024 Item Accept Proposal and Award Professional Service Agreement for the 2024 Annual Pavement Inspection and Condition Rating Services File No.PW425 Item No: D.9 Agenda Section CONSENT AGENDA Prepared By Erik Henricksen, Project Engineer Reviewed By Charlie Howley SUGGESTED ACTION "The Chanhassen City Council awards a professional service contract for the 2024 Annual Pavement Inspection and Condition Rating Services contract to Braun Intertec Corporation in the amount of $29,640.00." Motion Type Simple Majority Vote of members present Strategic Priority Asset Management SUMMARY BACKGROUND The City of Chanhassen owns and maintains approximately 120 miles of public streets, 70 miles of trails, and 90 individual parking lots. The city is broken down into three geographic sections which get inspected on a rotating annual basis, meaning every three years each public street, trail, and parking lot is inspected and evaluated. The city hires a consultant to augment staff resources perform this analysis and input the information into the city's asset management software, Cartegraph OMS. Area 3 is the subject area for 2024. A map of each area is attached to this report. DISCUSSION 160 The following is the schedule for the project: RFP Released February 9, 2024 Proposals Due March 1, 2024 Contract Award April 15, 2024 Initial Inspection Completion August 2, 2024 Draft Memo August 16, 2024 Project Completion By September 6, 2024 BUDGET City staff solicited proposals from interested firms. On March 1, 2024, two proposals were received. The budget for the contract was set at $30,000. Proposal amounts for the project are shown below: PROPOSER TOTAL Braun Intertec Corporation $29,640.00 WSB $27,724.00 The proposals were evaluated based on the following criteria: 1. Qualifications of firm and staff assigned to the project (25%) 2. Project understanding and scheduled (25%) 3. Prior performance on similar projects (10%) 4. Fee (40%) Based on this criteria the evaluation panel found Braun Intertec to have the highest score. They completed this project satisfactorily in 2023 and this will be the second year Braun Intertec received the highest score. RECOMMENDATION Staff recommends awarding Braun Intertec Corporation the professional services contract. ATTACHMENTS 2024 Pavement Survey Areas 11x17 2024 PSA - Annual Pavement Inspection & Pavement Management Services 161 162 1 201749v1 PROFESSIONAL SERVICES AGREEMENT AGREEMENT made this 15th day of April, 2024, by and between the CITY OF CHANHASSEN,a Minnesota municipal corporation ("City") and BRAUN INTERTEC CORPORATION, A Minnesota corporation ("Consultant"). IN CONSIDERATION OF THEIR MUTUAL COVENANTS, THE PARTIES AGREE AS FOLLOWS: 1.SCOPE OF SERVICES. The City retains Consultant for2024Pavement Inspection and Condition Rating Services. 2.CONTRACT DOCUMENTS. The following documents shall be referred to as the "Contract Documents," all of which shall be taken together as a whole as the contract between the parties as if they were set verbatim and in full herein: A.This Professional Services Agreement; B.Insurance Certificate; C. Request for Proposals (“RFP”) dated February 9, 2024 D.Consultant’s February 20, 2024 proposal (“Proposal”). In the event of conflict among the provisions of the Contract Documents, the order in which they are listed above shall control in resolving any such conflicts, with Contract Document “A” having the first priority and Contract Document “D” having the last priority. 3.COMPENSATION. Consultant shall be paid by the City for the services described in the Proposal a not to exceed fee of Twenty Nine Thousand Sixty Hundred Forty Dollars ($29,640.00), inclusive of expenses. Services performed directly by Consultant shall be paid at an hourly rate in accordance with the Proposal, subject to the not to exceed fee. The not to exceed fees and expenses shall not be adjusted if the estimated hours to perform a task, the number of required meetings, or any other estimate or assumption is exceeded. Consultant shall bill the City as the work progresses. Payment shall be made by the City within thirty-five (35) days of receipt of an invoice. 4.DOCUMENT OWNERSHIP.All reports, plans, models, diagrams, analyses, and information generated in connection with performance of this Agreement shall be the property of the City. The City may use the information for its purposes. Documents prepared by Consultant under this Agreement are not intended or represented to be suitable for reuse by the City or others on extensions or modifications of the Scope of Services or on any other project. Any such reuse without written verification or adaptation by Consultant for the specific purpose 163 2 201749v1 intended will be at the City’s sole risk, and the City agrees to hold Consultant harmless for all costs and liability arising out of such unauthorized use. 5.CHANGE ORDERS. All change orders, regardless of amount, must be approved in advance and in writing by the City. No payment will be due or made for work done in advance of such approval. 6.COMPLIANCE WITH LAWS AND REGULATIONS.In providing services hereunder, Consultant shall abide by all statutes, ordinances, rules and regulations pertaining to the provisions of services to be provided. 7.STANDARD OF CARE.Consultant shall exercise the same degree of care, skill, and diligence in the performance of the services as is ordinarily possessed and exercised by a professional consultant exercised under similar circumstances and in the same locality. No other warranty, expressed or implied, is included in this Agreement. City shall not be responsible for discovering deficiencies in the accuracy of Consultant’s services. 8.INDEMNIFICATION. Consultant shall indemnify and hold harmless the City, its officers, agents, and employees, of and from any and all claims, demands, actions, causes of action, including costs and reasonable attorney's fees, arising out of or by reason of the execution or performance of the services provided for herein to the comparative extent they are caused by the negligent acts or omissions of Consultant or those for whom Consultant is legally responsible and further agrees to reimburse the City for reasonable defense costs incurred, to the extent caused by Consultant’s negligence, and covered under Consultant’s professional liability insurance. Neither party hereto shall be responsible or held liable to the other for punitive, indirect, incidental, or consequential damages, or liability for loss of use, loss of business opportunity, loss of profit or revenue, loss of product or output, or business interruption. 9.INSURANCE.Consultant shall secure and maintain such insurance as will protect Consultant from claims under the Worker’s Compensation Acts, automobile liability, and fromclaims forbodilyinjury,death,orpropertydamagewhichmayarisefromtheperformanceof servicesunder this Agreement. Such insurance shall be written for amounts not less than: Commercial General Liability $2,000,000 each occurrence/aggregate Automobile Liability $2,000,000 combined single limit Professional Liability $2,000,000 each occurrence/aggregate The City shall be named as an additional insured on the general liability policy on a primary and non- contributory basis. Before commencing work, the Consultant shall provide the City a certificateof insurance evidencingthe requiredinsurancecoverage in a form acceptableto City. 164 3 201749v1 10.INDEPENDENT CONTRACTOR.The City hereby retains Consultant as an independent contractor upon the terms and conditions set forth in this Agreement. Consultant is not anemployeeoftheCityandisfreetocontractwithotherentitiesasprovidedherein.Consultant shall beresponsibleforselectingthemeansandmethodsofperformingthework. Consultantshall furnish anyand all supplies, equipment, andincidentals necessaryfor Consultant’s performance under this Agreement. City and Consultant agree that Consultant shall not at any time or in any manner represent that Consultant or any of Consultant's agents or employees are in any manner agents or employees of the City. Consultant shall be exclusively responsible under this Agreement for Consultant’s own FICA payments,workers compensation payments, unemployment compensation payments, withholding amounts, and/or self-employment taxes if any such payments, amounts, or taxes are required to be paid by law or regulation. 11.SUBCONTRACTORS.Consultant shall not enter into subcontracts for services provided under this Agreement without the express written consent of the City. Consultant shall complywithMinnesotaStatutes§471.425. Consultantmustpaysubcontractors for all undisputed services provided by subcontractors within ten (10) days of Consultant’s receiptofpayment from City. Consultantmustpayinterestofoneandfive-tenthspercent(1.5%) per month or any part of a month to subcontractors on any undisputed amount not paid on time to subcontractors. The minimum monthly interest penalty payment for an unpaid balance of One Hundred Dollars ($100.00) or more is Ten Dollars ($10.00). 12.CONTROLLING LAW/VENUE.This Agreement shall be governed by and construed in accordance with the laws of the State of Minnesota. In the event of litigation, the exclusive venue shall be in the District Court of the State of Minnesota for Carver County Minnesota. 13.MINNESOTA GOVERNMENT DATA PRACTICES ACT.Consultant must comply with the Minnesota Government Data Practices Act, Minnesota Statutes Chapter 13, as it applies to (1) all data provided by the City pursuant to this Agreement, and (2) all data, created, collected, received, stored, used, maintained, or disseminated by Consultant pursuant to this Agreement. Consultant is subject to all the provisions of the Minnesota Government Data Practices Act, includingbut notlimited tothecivilremediesofMinnesotaStatutes Section 13.08, as if it were a government entity. In the event Consultant receives a request to release data, Consultant must immediately notify City. City will give Consultant instructions concerning the releaseofthedatato therequestingpartybeforethedataisreleased. Consultantagreestodefend, indemnify, and hold City, its officials, officers, agents, employees, and volunteers harmless from any claims resulting from Consultant’s officers’, agents’, city’s, partners’, employees’, volunteers’, assignees’ or subcontractors’ unlawfuldisclosure and/oruseof protecteddata. The termsofthis paragraphshall survive the cancellation or termination of this Agreement. 14.COPYRIGHT.Consultant shall defend actions or claims charging infringement of any copyright or software license by reason of the use or adoption of any software, designs, drawings orspecifications supplied by it, and it shall hold harmless theCity from loss ordamage 165 4 201749v1 resulting therefrom. 15.PATENTED DEVICES, MATERIALS AND PROCESSES. If the Contract requires, or the Consultant desires, the use of any design, devise, material or process covered by letters, patent or copyright, trademark or trade name, the Consultant shall provide for such use by suitable legal agreement with the patentee or owner and a copy of said agreement shall be filed with the City. If no such agreement is made or filed as noted, the Consultant shall indemnify and hold harmless the City from any and all claims for infringement by reason of the use of any such patented designed, device, material or process, or any trademark or trade name or copyright in connection with the services agreed to be performed under the Contract, and shall indemnify and defend the City for any costs, liability, expenses and attorney's fees that result from any such infringement. 16.RECORDS.Consultant shall maintain complete and accurate records of hours worked and expenses involved in the performance of services. 17.ASSIGNMENT.Neither party shall assign this Agreement, or any interest arising herein, without the written consent of the other party. 18.WAIVER.Any waiver by either party of a breach of any provisions of this Agreementshall not affect, in anyrespect,thevalidityof the remainderofthis Agreement. 19.ENTIRE AGREEMENT.The entire agreement of the parties is contained herein. This Agreement supersedes all oral agreements and negotiations between the parties relating to the subject matter hereof, as well as any previous agreements presently in effect between the parties relating to the subject matter hereof. Any alterations, amendments, deletions, or waivers of the provisions of this Agreement shall be valid only when expressed in writing and dulysigned by the parties, unless otherwise provided herein. 20.TERMINATION.This Agreement may be terminated by the City for any reason or for convenience upon written notice to the Consultant. In the event of termination, the City shall be obligated to the Consultant for payment of amounts due and owing including payment for services performed or furnished to the date and time of termination. 21.LIMITATION OF LIABILITY. Consultant’s aggregate liability for all claims, including any defense obligations, is limited to the greater of the anticipated fee for the services or the amounts of insurance contained in Section 9. 166 5 201749v1 Dated: _______________.CITY OF CHANHASSEN BY: _____________________________________________ Elise Ryan, Mayor BY: _____________________________________________ Laurie Hokkanen, City Manager Dated: _______________.BRAUN INTERTEC CORPORATION BY: _____________________________________________ ___________________ Its ________________________ 167 City Council Item April 15, 2024 Item Approve Acquisition of a permanent Drainage and Utility Easement over a portion of Lot 1, Block 4, Hidden Valley, which has a property address of 8080 Marsh Drive. File No.Pond Maintenance Project No. 22-05 Item No: D.10 Agenda Section CONSENT AGENDA Prepared By Joe Seidl, Water Resources Engineer Reviewed By Charlie Howley SUGGESTED ACTION "The Chanhassen City Council approves the acquisition of the drainage and utility easement and associated Offer to Convey Easement legally described on Lot 1, Block 4 of the Hidden Valley Plat, according to the recorded plat thereof, Carver County, Minnesota." Motion Type 2/3 Vote Strategic Priority Asset Management SUMMARY The City of Chanhassen performed maintenance on a stormwater pond as part of the 22-05 Pond Maintenance Project. The vast majority of the pond is not covered by a drainage and utility easement, which apparently was an oversight at the time of original platting of the property. City staff and the City Attorney worked with the property owners to acquire permanent easement to protect the pond and ensure future access for perpetual maintenance of the asset. BACKGROUND The existing stormwater pond on the property serves to convey and treat stormwater runoff from a large portion of downtown Chanhassen before ultimately discharging into Rice Marsh Lake. The pond was in major need of maintenance to both improve pond functionality and replace stormwater infrastructure to 168 ensure the pond operated as originally designed. Large portions of the existing pond were not contained within drainage and utility easement. The City of Chanhassen performed a pond maintenance project on the pond in 2023 which included pond expansion to improve the pond's capacity to treat stormwater and to provide additional flood mitigation. City staff worked with property owners to obtain right of entries to complete the project which included the replacement of a private fence to facilitate access for the project. DISCUSSION As part of it's Municipal Separate Storm Sewer (MS4) Permit the City is obligated to own and maintain stormwater infrastructure that conveys public stormwater. Having easements over storm sewer infrastructure, including ponds, is essential to allow city staff and contractors the right to access the property to maintain the infrastructure. City staff worked with the property owners and the City attorney on a purchase price for the easement. Details of the agreement can be found in the Offer to Convey Easement attached to this report. Acquiring the easement would resolve the access and ownership issue with this pond. It is common to fix existing issues with maintenance projects including acquiring easements where needed. BUDGET The cost of the easement will be incorporated into the overall 22-05 pond maintenance project (CIP No. SWMP #32) which is budgeted and funded by the Stormwater Utility Enterprise Fund. RECOMMENDATION Staff recommends acquisition of a Drainage and Utility Easement on Lot 1, Block 4 of the Hidden Valley Plat and associated Offer to Convey Easement. ATTACHMENTS Grant of Permanent Easement Offer to Convey Easement - Memorandum of Conditions 169 170 171 172 173 174 175 176 177 178 179 City Council Item April 15, 2024 Item Resolution 2024-XX: Call for Assessment Hearing for the 2024 City Pavement Rehabilitation Project No. 24-01 File No.ENG Project No. 24-01 CIP No. ST-012 Item No: D.11 Agenda Section CONSENT AGENDA Prepared By George Bender, Assistant City Engineer Reviewed By Charlie Howley SUGGESTED ACTION "The Chanhassen City Council adopts a resolution calling for the assessment hearing for the 2024 City Pavement Rehabilitation Project No. 24-01" Motion Type Simple Majority Vote of members present Strategic Priority Asset Management SUMMARY Call for Assessment Hearing for the 2024 City Pavement Rehabilitation Project No. 24-01 to be held on April 22, 2024. The project has been bid and the next step for the project is for the City Council to host a Public Hearing and subsequently consider awarding the project to a contractor. BACKGROUND As part of the overall Pavement Management Program (PMP), the city annually plans to rehabilitate a section or sections of public streets across the city. The Five-year Capital Improvement Plan (CIP) identifies the near-term streets to be rehabilitated. Key dates and items relative to this project: 180 On September 29, 2023, the Engineering Department released a Request for Proposals (RFP) for design and construction services for the 24-01 project. On October 19, 2023, the Engineering Department released a Request for Proposals (RFP) for geotechnical services for the 24-01 project. On October 30, 2023, the City Council approved a Professional Services Agreement with Kimley-Horn, Inc. for design and construction services for the project. On November 13, 2023, the City Council approved a Professional Services Agreement with Braun Intertec for geotechnical exploration and engineering services in association with the 24-01 design contract. On December 11, 2023, the City Council called for a Public Hearing regarding the improvements to be held on January 8, 2024. On January 4, 2024, the Engineering Department hosted an Open House meeting with the impacted properties to discuss the project and respond to questions. On January 8, 2024, the City Council accepted the feasibility study, conducted a public improvement hearing, and authorized the preparation of plans and specifications. On February 26, 2024, the City Council approved the plans and specifications and authorized the advertisement for bids for the project. On March 21, 2024, the Engineering Department hosted a bid opening. On April 10, 2024, the Engineering Department hosted a public open house at the City's Public Works Facility Project information is available on the city's website at: https://www.chanhassenmn.gov/government/projects/street-projects/2024-city-pavement-rehabilitation- project. There are currently over 3200 email addresses subscribed to receive project updates. To subscribe, residents and property owners should visit: https://www.chanhassenmn.gov/i-want-to/subscribe . DISCUSSION The approved plans and specifications were bid on March 21, 2024. Seven responsive bids were received from contractors. The base bids ranged from $6,150,835.65 to $6,831,780.90. The Engineer's Estimate for the base bid was $6,515,342.50. Three alternates were also bid as part of the project. Alternate No. 1 was a sidewalk extension along Great Plains Blvd. Alternate No. 2 was a sidewalk extension along Chan View. Alternate No. 3 was a storm pond clean-out in the Stone Creek neighborhood. The bid results including all three alternates ranged from $6,403,139.49 to $7,800,939.62. The low contractor for the base bid and the bid including all three alternates is the same. Park Construction is the low bidder. SCHEDULE The remaining schedule for the project is as follows: 181 Task Date Conduct Public (Assessment) Hearing and Award Project April 22, 2024 Begin Construction Mid-May 2024 Substantial Completion November 2024 Final Completion June 2025 Assessment notices were sent out to all assessable properties per the required MS 429 process. BUDGET The project is within budget and the final assessment amounts are within the standard range in regards to the residential properties the city typically sees in association with a street rehabilitation projects. More detail concerning budget and assessment amounts will be included in the Assessment Hearing Staff Report for the 4/22/24 City Council meeting. RECOMMENDATION Staff recommends the City Council adopt the Resolution Calling for the Assessment Hearing for the 2024 City Pavement Rehabilitation Project No. 24-01. ATTACHMENTS Resolution 182 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: April 15, 2024 RESOLUTION NO:2024-17 MOTION BY: SECONDED BY: A RESOLUTION CALLING FOR THE PUBLIC (ASSESSMENT) HEARING FOR THE 2024 CITY PAVEMENT REHABILITATION PROJECT (CITY PROJECT 24-01) WHEREAS,Minnesota State Statute 429 regarding special assessments for public improvement projects requires City Council to officially set the assessment hearing date for capital improvement projects; and WHEREAS, the 2024 City Pavement Rehabilitation project bids were received on March 21, 2024; and WHEREAS, a public open house was hosted on April 10, 2024, ahead of the assessment hearing to review and discuss the proposed project improvements, assessments, and construction activity. NOW THEREFORE, BE IT RESOLVED by the City Council of the City of Chanhassen, Minnesota, that: 1.A hearing shall be held on the 22 nd dayof April 22, 2024, in the Council Chambers at City Hall at 7:00 p.m. to pass upon such proposed assessments and at such time and place all persons owningpropertyaffected bysuch improvements will be given an opportunityto be heard with reference to such assessment. 2.The cityclerk is herebydirected to cause a notice of the hearing on the proposed assessments to be published once in the official newspaper at least two weeks prior to the hearing and shall state in the notice the total cost of the improvements. The clerk shall also cause mailed notice to be given to the owner of each parcel described in the assessment rolls not less than two weeks prior to the hearings. 3.The owner of any property so assessed may, at anytime prior to certification of the assessment to the countyauditor, paythe whole of the assessment on such property, with interest accrued to the date of payment, to the Cityof Chanhassen, except that no interest shall be charged if the entire assessment is paid byNovember 22 of the year the assessment is adopted. The propertyowner may at any time thereafter, payto the Cityof Chanhassen the entire amount of the assessment remaining unpaid, with interest accrued to December 31 of the year in which such payment is made.Such payment must be made before November 15 or interest will be charged through December 31 ofthe succeeding year. 183 Passed and adopted by the Chanhassen City Council this 15 day of April 2024. ATTEST: Kim Meuwissen, City Clerk Elise Ryan, Mayor YES NO ABSENT 184 City Council Item April 15, 2024 Item Resolution 2024-XX: Cooperative Construction Agreement between MnDOT and Chanhassen for the 2024 TH101 Resurfacing Project File No.PW067F7 Item No: D.12 Agenda Section CONSENT AGENDA Prepared By Charlie Howley, Director of Public Works/City Engineer Reviewed By Laurie Hokkanen SUGGESTED ACTION "The City Council approves a resolution authorizing entering into a Cooperative Construction Agreement with MnDOT related to the 2024 TH101 Resurfacing Project." Motion Type Simple Majority Vote of members present Strategic Priority Asset Management SUMMARY MnDOT will be performing a resurfacing project this summer on TH101, between TH5 and CSAH62. The work will include pavement resurfacing, ADA improvements, signal revisions, pedestrian crossing improvements, and drainage improvements. The city requested that the existing city-owned bituminous trail also be rehabilitated with the project, due to need and the opportunity provided by MnDOT's work. The overall project is approximately $3.1M and construction is scheduled for Mid-June through late October, 2024. MnDOT is performing all design and construction administration for the project. MnDOT held a public open house for the project at the Chanhassen Library on October 10, 2023. BACKGROUND The existing multi-use bituminous trail was installed by the city in 2002 and is currently governed by a Limited Use Permit, which stipulates ownership and maintenance responsibilities. MnDOT is moving 185 away from LUP's and using Cooperative Construction Agreements in their place. Since the city is the owner of the trail and responsible for maintenance, the cost of rehabilitation is the city's responsibility. Upon execution of the proposed Construction Cooperative Agreement (attached), the existing LUP will be cancelled. The perpetual maintenance responsibilities will be unchanged, however MnDOT will now technically own the trail since it's in their Right-of-way. City staff has worked with MnDOT over the past 18 months or so developing the scope of the rehabilitation. The trail will be rehabilitated from South Shore Drive on the south end to Fox Hollow Drive on the north end. Sidewalk will be replaced from TH5 to South Shore Drive. Miscellaneous drainage, retaining wall, and fencing improvements are also included in the scope of work. The City of Eden Prairie is funding two activated RRFB pedestrian crossings as part of the project; one at Twilight Trail and one at Valley View Road/Kurvers Point Road. Due to timing constraints concerning bats, tree removal and trimming activities have already been started for the project. A formal vehicular traffic detour for the project will be implemented and there will be a short duration full closure of the highway mid-summer to replace the culvert at Purgatory Creek. DISCUSSION N/A BUDGET The trail rehabilitation is budgeted in the Pavement Management Program (PMP) Fund for $400,000. The agreement establishes an estimated City cost, which is calculated at $317,258.66. The actual cost will be based on the low bid accepted by MnDOT and reconciled upon project completion. RECOMMENDATION Staff recommends approving the resolution to enter into the attached Cooperative Construction Agreement for the project. ATTACHMENTS 1055510 AGR Chanhassen-v5 RESOLUTION 2024-XX - MnDOT TH101 Coop Agreement 186 MnDOT Contract: 1055510 -1- Receivable Standard (Cooperative Agreements) STATE OF MINNESOTA DEPARTMENT OF TRANSPORTATION AND CITY OF CHANHASSEN COOPERATIVE CONSTRUCTION AGREEMENT State Project Number: 2736-46 State Project Number: 1010-10 Trunk Highway Number: 101=187 State Aid Project Number: 194-010-017 Federal Project Number: STBG 2724(090) Estimated Amount Receivable $317,258.66 This Agreement is between the State of Minnesota, acting through its Commissioner of Transportation (State) and the City of Chanhassen, acting through its City Council (City). Recitals 1. The State will perform bituminous mill and overlay, signal revisions, ADA improvements, and reclaim bituminous trail construction and other associated construction upon, along, and adjacent to Trunk Highway (TH) 101 from TH 5 to 500 feet south of County State Aid Highway 62/Townline Road according to State-prepared plans, specifications, and special provisions designated by the State as State Aid Project (SAP) 194-010-017 and as State Project (SP) 2736 46 (TH 101=187) (Project); and 2. The City has requested the State include in its Project trail and City utilities construction; and 3. The City will participate in the costs of the trail and City utilities construction and associated construction engineering; and 4. Agreement 1055511 between the State and the City of Eden Prairie will address City of Eden Prairie- requested construction; Agreement 1055513 between the State and the Minnesota Department of Natural Resources will address Minnesota Department of Natural Resources-requested construction, and Agreement 1054656 between the State and Carver County and Agreement 1054657 between the State and Hennepin County will address the Project’s detour; and 5. Minnesota Statutes § 161.45, subdivision 2, allows for City-owned utility relocation to be included in a State construction contract, and payment by the City for such relocation according to applicable statutes and rules for utilities on trunk highways; and 6. Minnesota Statutes § 161.20, subdivision 2 authorizes the Commissioner of Transportation to make arrangements with and cooperate with any governmental authority for the purposes of constructing, maintaining, and improving the trunk highway system. Agreement 1. Term of Agreement; Survival of Terms; Plans; Incorporation of Exhibits 1.1. Effective Date. This Agreement will be effective on the date the State obtains all signatures required by Minnesota Statutes § 16C.05, subdivision 2. 1.2. Expiration Date. This Agreement will expire when all obligations have been satisfactorily fulfilled. 187 MnDOT Contract: 1055510 -2- Receivable Standard (Cooperative Agreements) 1.3. Survival of Terms. All clauses which impose obligations continuing in their nature and which must survive in order to give effect to their meaning will survive the expiration or termination of this Agreement, including, without limitation, the following clauses: 3. Maintenance by the City; 8. Liability; Worker Compensation Claims; 10. State Audits; 11. Government Data Practices; 13. Governing Law; Jurisdiction; Venue; and 15. Force Majeure. 1.4. Plans, Specifications, and Special Provisions. Plans, specifications and special provisions designated by the State as SAP 194-010-017 and as SP 2736-46 (TH 101=187) are on file in the office of the Commissioner of Transportation at Saint Paul, Minnesota, and incorporated into this Agreement by reference (Project Plans). 1.5. Exhibits. Preliminary Schedule "I" is on file in the office of the City Engineer and attached and incorporated into this Agreement. 2. Construction by the State 2.1. Contract Award. The State will advertise for bids and award a construction contract to the lowest responsible bidder according to the Project Plans. 2.2. Direction, Supervision, and Inspection of Construction A. Supervision and Inspection by the State. The State will direct and supervise all construction activities performed under the construction contract and perform all construction engineering and inspection functions in connection with the contract construction. All contract construction will be performed according to the Project Plans. B. Inspection by the City. The City participation construction covered under this Agreement will be open to inspection by the City. If the City believes the City participation construction covered under this Agreement has not been properly performed or that the construction is defective, the City will inform the State District Engineer's authorized representative in writing of those defects. Any recommendations made by the City are not binding on the State. The State will have the exclusive right to determine whether the State's contractor has satisfactorily performed the City participation construction covered under this Agreement. 2.3. Plan Changes, Additional Construction, Etc. A. The State will make changes in the Project Plans and contract construction, which may include the City participation construction covered under this Agreement and will enter into any necessary addenda and change orders with the State's contractor that are necessary to cause the contract construction to be performed and completed in a satisfactory manner. The State District Engineer's authorized representative will inform the appropriate City official of any proposed addenda and change orders to the construction contract that will affect the City participation construction covered under this Agreement. The City shall have the right to review any proposed changes to the Project Plans as they relate to the City participation construction. If the City disputes the change orders, the State and the City will work expeditiously and in good faith towards an agreed upon resolution. B. The City may request additional work or changes to the work in the plans as part of the construction contract. Such request will be made by an exchange of letter(s) with the State. If the State determines that the requested additional work or plan changes are necessary or desirable and can be accommodated without undue disruption to the project, the State will cause the additional work or plan changes to be made. 188 MnDOT Contract: 1055510 -3- Receivable Standard (Cooperative Agreements) 2.4. Satisfactory Completion of Contract. The State will perform all other acts and functions necessary to cause the construction contract to be completed in a satisfactory manner. 2.5. Permits A. The City will submit to the State's Utility Engineer an original permit application for all utilities owned by the City to be constructed hereunder that are upon and within the Trunk Highway Right-of-Way. Applications for permits will be made on State form "Application For Utility Permit On Trunk Highway Right-of-Way" (Form 2525). B. Limited Use Permit. Existing Limited Use Permit 2736-0257 will be terminated and replaced by this Agreement. 2.6. Utility Adjustments. Adjustments to certain City-owned facilities, including but not limited to, valve boxes and frame and ring castings, may be performed by the State's contractor under the construction contract. The City will furnish the contractor with new units and/or parts for those in place City-owned facilities when replacements are required and not covered by a contract pay item, without cost or expense to the State or the contractor, except for replacement of units and/or parts broken or damaged by the contractor. 3. Maintenance by the City Upon completion of the project, the City will provide the following without cost or expense to the State: 3.1. Storm Sewers. The State will perform routine maintenance of any storm sewer facilities construction within the State’s Right-of-Way. The City will reimburse the State 100 percent of the costs associated with the maintenance. Routine maintenance includes, but is not limited to, removal of sediment, debris, vegetation, and ice from grates and catch basins, and any other nonstructural maintenance activities necessary to preserve the facilities and to prevent conditions such as flooding, erosion, or sedimentation. 3.2. Municipal Utilities. Maintenance of any municipal-owned utilities construction within the corporate City limits, without cost or expense to the State. 3.3. Sidewalks. Maintenance of any sidewalk construction within the corporate City limits, including stamped and colored concrete sidewalk (if any) and pedestrian ramps. Maintenance includes, but is not limited to, snow, ice, and debris removal, patching, crack repair, panel replacement, cross street pedestrian crosswalk markings, vegetation control of boulevards (if any) and any other maintenance activities necessary to perpetuate the sidewalks in a safe, useable, and aesthetically acceptable condition. 3.4. Shared Use Path. The City will provide routine and minor maintenance of the shared use path on TH 101 Right-of-Way. Routine/minor maintenance may include, but is not limited to, snow and ice control/removal, sweeping and debris removal, patching, crack repair, replacement of failing section(s) of pavement, vegetation control, signing, pavement markings, and any other maintenance activities necessary to perpetuate the shared use path in a safe, usable, and aesthetically acceptable condition as determined by the State’s District Maintenance Engineer and all applicable laws including, but not limited to, the Americans with Disabilities Act. If the City fails to perform its maintenance services under this Agreement in compliance with applicable laws, the State will provide the City with a notice of noncompliance. Within three business days of sending the notice of noncompliance, the State’s District Maintenance Engineer and the City Engineer will meet to discuss the City’s performance of maintenance and decide upon next steps to remedy any noncompliant performance. If the parties cannot agree upon a remedy, the State may perform such obligation and the City shall reimburse the State for the cost thereof, plus 10 percent of such cost for overhead and supervision within 30 days of receipt of the State’s invoice. 189 MnDOT Contract: 1055510 -4- Receivable Standard (Cooperative Agreements) The State and the City agree that full pavement replacement is outside of routine/minor maintenance, and the State and the City will share in the cost of pavement replacement according to the State’s Cost Participation and Maintenance Responsibilities with Local Units of Government Manual, as amended or revised. 3.5. Wooden Fence. Ownership and maintenance of the wooden fence construction along TH 101 between Hill Street and Kristine Lane. Maintenance includes vegetation control, graffiti removal, and any other maintenance activities necessary to perpetuate the fence in a safe, usable, and aesthetically acceptable condition. 3.6. Additional Drainage. No party to this Agreement will drain any additional drainage volume into the storm sewer facilities constructed under the construction contract that was not included in the drainage for which the storm sewer facilities were designed, without first obtaining written permission to do so from the other party 3.7. Right-of-Way Access. The State authorizes the City to enter upon State Right-of-Way to perform the maintenance activities described in this Agreement. The City must notify and coordinate with the State’s District Maintenance Engineer prior to accessing State Right-of-Way. While the City is occupying the State's Right-of-Way, they must comply with the approved traffic control plan and with applicable provisions of the Work Zone Field Handbook http://www.dot.state.mn.us/trafficeng/workzone/index.html). All City personnel occupying the State's Right-of-Way must be provided with required reflective clothing and hats. 3.8. Environmental. The City shall not dispose of any materials regulated by any governmental or regulatory agency onto the ground, or into any body of water, or into any container on the State’s Right-of-Way. In the event of spillage of regulated materials, the City shall immediately notify the State’s Authorized Representative in writing and shall provide for cleanup of the spilled material and any materials contaminated by the spillage in accordance with all applicable federal, state, and local laws and regulations, at the sole expense of the City. 4. Basis of City Cost 4.1. Schedule "I". The Preliminary Schedule "I" includes anticipated City participation construction items and the construction engineering cost share covered under this Agreement and is based on engineer's estimated unit prices. 4.2. City Participation Construction. The City will participate in the following at the percentages indicated. The construction includes the City's proportionate share of item costs for mobilization, field office, field laboratory, and traffic control. A. 100 Percent will be the City's rate of cost participation in all of the trail and City utilities construction. The construction includes, but is not limited to, those construction items tabulated on Sheet 2 of the Preliminary Schedule "I". 4.3. Construction Engineering Costs. The City will pay a construction engineering charge equal to 8 percent of the total City participation construction covered under this Agreement. 4.4. Plan Changes, Additional Construction, Etc. The City will share in the costs of construction contract addenda and change orders that are necessary to complete the City participation construction covered under this Agreement, including any City requested additional work and plan changes. The State reserves the right to invoice the City for the cost of any additional City requested work and plan changes, construction contract addenda, change orders, and associated construction engineering before the completion of the contract construction. 190 MnDOT Contract: 1055510 -5- Receivable Standard (Cooperative Agreements) 4.5. Liquidated Damages. All liquidated damages assessed the State's contractor in connection with the construction contract will result in a credit shared by each party in the same proportion as their total construction cost share covered under this Agreement is to the total contract construction cost before any deduction for liquidated damages. 5. City Cost and Payment by the City 5.1. City Cost. $317,258.66 is the City's estimated share of the costs of the contract construction and the 8 percent construction engineering cost share as shown in the Preliminary Schedule "I". The Preliminary Schedule "I" was prepared using anticipated construction items and estimated quantities and unit prices and may include any credits or lump sum costs. Upon award of the construction contract, the State will prepare a Revised Schedule "I" based on construction contract construction items, quantities, and unit prices, which will replace and supersede the Preliminary Schedule "I" as part of this Agreement. 5.2. Conditions of Payment. The City will pay the State the City's total estimated construction and construction engineering cost share, as shown in the Revised Schedule "I", after the following conditions have been met: A. Execution of this Agreement and transmittal to the City, including a copy of the Revised Schedule "I". B. The City's receipt of a written request from the State for the advancement of funds. 5.3. Acceptance of the City's Cost and Completed Construction. The computation by the State of the amount due from the City will be final, binding, and conclusive. Acceptance by the State of the completed contract construction will be final, binding, and conclusive upon the City as to the satisfactory completion of the contract construction. 5.4. Final Payment by the City. Upon completion of all contract construction and upon computation of the final amount due the State's contractor, the State will prepare a Final Schedule "I" and submit a copy to the City. The Final Schedule "I" will be based on final quantities and include all City participation construction items and the construction engineering cost share covered under this Agreement. If the final cost of the City participation construction exceeds the amount of funds advanced by the City, the City will pay the difference to the State without interest. If the final cost of the City participation construction is less than the amount of funds advanced by the City, the State will refund the difference to the City without interest. The State and the City waive claims for any payments or refunds less than $5.00 according to Minnesota Statutes § 15.415. 6. Authorized Representatives Each party's Authorized Representative is responsible for administering this Agreement and is authorized to give and receive any notice or demand required or permitted by this Agreement. 6.1. The State's Authorized Representative will be: Name, Title: Malaki Ruranika, Cooperative Agreements Engineer (or successor) Address: 395 John Ireland Boulevard, Mailstop 682, Saint Paul, MN 55155 Telephone: (651) 366-4634 Email: malaki.ruranika@state.mn.us 191 MnDOT Contract: 1055510 -6- Receivable Standard (Cooperative Agreements) 6.2. The City's Authorized Representative will be: Name, Title: Charles Howley, Public Works Director/City Engineer (or successor) Address: 7700 Market Boulevard, Chanhassen, MN 55317 Telephone: (952) 227-1169 Email: chowley@chanhassenmn.gov 7. Assignment; Amendments; Waiver; Contract Complete 7.1. Assignment. No party may assign or transfer any rights or obligations under this Agreement without the prior consent of the other party and a written assignment agreement, executed and approved by the same parties who executed and approved this Agreement, or their successors in office. The foregoing does not prohibit the City from contracting with a third-party to perform City maintenance responsibilities covered under this Agreement. 7.2. Amendments. Any amendment to this Agreement must be in writing and will not be effective until it has been executed and approved by the same parties who executed and approved the original Agreement, or their successors in office. 7.3. Waiver. If a party fails to enforce any provision of this Agreement, that failure does not waive the provision or the party's right to subsequently enforce it. 7.4. Contract Complete. This Agreement contains all prior negotiations and agreements between the State and the City. No other understanding regarding this Agreement, whether written or oral, may be used to bind either party. 8. Liability; Worker Compensation Claims 8.1. Each party is responsible for its own acts, omissions, and the results thereof to the extent authorized by law and will not be responsible for the acts, omissions of others, and the results thereof. Minnesota Statutes § 3.736 and other applicable law govern liability of the State. Minnesota Statutes Chapter 466 and other applicable law govern liability of the City. 8.2. Each party is responsible for its own employees for any claims arising under the Workers Compensation Act. 9. Nondiscrimination Provisions of Minnesota Statutes § 181.59 and of any applicable law relating to civil rights and discrimination are considered part of this Agreement. 10. State Audits Under Minnesota Statutes § 16C.05, subdivision 5, the City's books, records, documents, accounting procedures, and practices relevant to this Agreement are subject to examination by the State and the State Auditor or Legislative Auditor, as appropriate, for a minimum of six years from the end of this Agreement. 11. Government Data Practices The City and State must comply with the Minnesota Government Data Practices Act, Minnesota Statutes Chapter 13, as it applies to all data provided under this Agreement, and as it applies to all data created, collected, received, stored, used, maintained, or disseminated by the City under this Agreement. The civil remedies of Minnesota Statutes §13.08 apply to the release of the data referred to in this clause by either the City or the State. 192 MnDOT Contract: 1055510 -7- Receivable Standard (Cooperative Agreements) 12. Telecommunications Certification By signing this agreement, the City certifies that, consistent with Section 889 of the John S. McCain National Defense Authorization Act for Fiscal Year 2019, Pub. L. 115-232 (Aug. 13, 2018), and 2 CFR 200.216, the City will not use funding covered by this agreement to procure or obtain, or to extend, renew, or enter into any contract to procure or obtain, any equipment, system, or service that uses “covered telecommunications equipment or services” (as that term is defined in Section 889 of the Act) as a substantial or essential component of any system or as critical technology as part of any system. The City will include this certification as a flow down clause in any contract related to this agreement. 13. Governing Law; Jurisdiction; Venue Minnesota law governs the validity, interpretation, and enforcement of this Agreement. Venue for all legal proceedings arising out of this Agreement, or its breach, must be in the appropriate state or federal court with competent jurisdiction in Ramsey County, Minnesota. 14. Termination; Suspension 14.1. By Mutual Agreement. This Agreement may be terminated by mutual agreement of the parties. 14.2. Termination for Insufficient Funding. The State may immediately terminate this Agreement if it does not obtain funding from the Minnesota Legislature, or other funding source; or if funding cannot be continued at a level sufficient to allow for the performance of contract construction under the Project. Termination must be by written or fax notice to the City. 14.3. Suspension. In the event of a total or partial government shutdown, the State may suspend this Agreement and all work, activities and performance of work authorized through this Agreement. 15. Force Majeure No party will be responsible to the other for a failure to perform under this Agreement (or a delay in performance) if such failure or delay is due to a force majeure event. A force majeure event is an event beyond a party's reasonable control, including but not limited to, unusually severe weather, fire, floods, other acts of God, labor disputes, acts of war or terrorism, or public health emergencies. [The remainder of this page has been intentionally left blank.] 193 MnDOT Contract: 1055510 -8- Receivable Standard (Cooperative Agreements) CITY OF CHANHASSEN The undersigned certify that they have lawfully executed this contract on behalf of the Governmental Unit as required by applicable charter provisions, resolutions, or ordinances. By: Title: Date: By: Title: Date: DEPARTMENT OF TRANSPORTATION Recommended for Approval: By: (District Engineer) Date: Approved: By: (State Design Engineer) Date: COMMISSIONER OF ADMINISTRATION By: (With Delegated Authority) Date: INCLUDE COPY OF RESOLUTION APPROVING THE AGREEMENT AND AUTHORIZING ITS EXECUTION. 194 PRELIMINARY SCHEDULE "I" Agreement 1055510 City of Chanhassen SP 2736-46 and SP 1010-10 (TH 101=187)Preliminary: March 13, 2024 SAP 194-010-017 Federal Project STBG 2724(090) Bituminous mill and overlay, signal revisions, ADA improvements, and reclaim bituminous trail construction located on TH 101 from TH 5 to 500 feet south of County State Aid Highway 62/Townline Road to start approximately July 2024 under State Contract ____ with ____ CITY COST PARTICIPATION SAP 194-010-107 Work Items From Sheet 2 293,758.02 Construction Engineering (8%)23,500.64 (1)Total City Cost $317,258.66 (1) Amount of advance payment as described in Article 5 of the Agreement (estimated amount) Data is considered Non-public prior to project award under the Minnesota Government Data Practices Act, Minnesota Statutes Chapter 13.- 1 - 195 1055510(1) 100% CITY FUNDS (P) = PLAN QUANTITY ITEM SAP 194-010-017 UNIT QUANTITY UNIT PRICE COST NUMBER WORK ITEM (1) 2016.609 QUALITY MANAGEMENT - E-TICKETING TON 1,409.00 0.33 464.97 2021.501 MOBILIZATION LUMP SUM 0.09 145,539.17 13,098.53 2031.502 FIELD OFFICE EACH 0.09 43,819.04 3,943.71 2031.502 FIELD LABORATORY EACH 0.09 23,605.90 2,124.53 2101.502 GRUBBING EACH 11.00 279.62 3,075.82 2101.505 GRUBBING (P)ACRE 0.20 8,590.03 1,718.01 2104.502 REMOVE FOUNDATION EACH 5.00 113.57 567.85 2104.503 REMOVE WOOD FENCE LIN FT 667.00 22.71 15,147.57 2215.504 FULL DEPTH RECLAMATION SQ YD 7,672.00 1.94 14,883.68 2360.509 TYPE SP 9.5 WEARING COURSE MIXTURE (3,B)TON 1,409.00 69.16 97,446.44 2504.602 RELOCATE HYDRANT EACH 1.00 5,678.25 5,678.25 2504.602 ADJUST VALVE BOX-WATER EACH 7.00 518.22 3,627.54 2535.503 BITUMINOUS CURB LIN FT 637.00 21.88 13,937.56 2557.603 WOODEN FENCE LIN FT 667.00 132.66 88,484.22 2563.601 TRAFFIC CONTROL LUMP SUM 0.09 56,782.50 5,110.43 2572.503 TEMPORARY FENCE LIN FT 589.00 3.68 2,167.52 2572.503 CLEAN ROOT CUTTING LIN FT 75.00 6.12 459.00 2572.506 WATER GALLON 4,000.00 4.74 18,960.00 2572.510 PRUNE TREES HOUR 8.00 357.80 2,862.40 TOTAL 293,758.02 (1)100% CITY FUNDS $293,758.02 Data is considered Non-public prior to project award under the Minnesota Government Data Practices Act, Minnesota Statutes Chapter 13.- 2 - 196 1 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: April 15, 2024 RESOLUTION NO: 2024-XX MOTION BY: SECONDED BY: A RESOLUTION AUTHORIZING EXECUTION OF A CONSTRUCTION COOPERATIVE AGREEMENT WITH THE STATE OF MINNESOTA, DEPARTMENT OF TRANSPORTATION, RELATED TO THE TRUNK HIGHWAY 101 RESURFACING PROJECT WHEREAS,TheCity of Chanhassen currently has an existing Limited Use Permit (LUP) with the State of Minnesota, Department of Transportation (MDOT) for the existing multi-use trail located in the Trunk Highway 101 Right-of-way; and WHEREAS,MnDOT will be resurfacing the highway pavement along with other ancillary improvements as part of their planned Project; and WHEREAS,the City has requested MnDOT to rehabilitate the existing bituminous trail as part of their Project; and WHEREAS,the existing LUP will be voided and replaced with a Construction Cooperation Agreement (Agreement) as part of the resurfacing project to provide for payment by the City and for perpetual maintenance obligations. WHEREAS,The Agreement is to provide for payment by the City to the State of the City's share of the costs of the trail and City utilities construction and other associated construction to be performed upon, along, and adjacent to Trunk Highway 101 from Trunk Highway 5 to 500 feet south of County State Aid Highway 62/ Townline Road under State Project 2736 46 (TH 101=187). NOW, THEREFORE, BE IT RESOLVED that the Chanhassen City Council hereby authorizes the Mayor and City Manager to enter into MnDOT Agreement 1055510, including any amendments to the Agreement, with the State of Minnesota, Department of Transportation. Passed and adopted by the Chanhassen City Council this 15 th dayof April 2024. ATTEST: Kim Meuwissen, City Clerk Elise Ryan, Mayor YES NO ABSENT 197 City Council Item April 15, 2024 Item Resolution 24-XX; Approve Well Rehabilitation Contracts File No.23-05 Item No: D.13 Agenda Section CONSENT AGENDA Prepared By Charlie Howley, Director of Public Works/City Engineer Reviewed By Laurie Hokkanen SUGGESTED ACTION "The Chanhassen City Council adopts a Resolution approving contracts for the 2023/2024 Annual Well Rehabilitation Improvements." Motion Type Simple Majority Vote of members present Strategic Priority Asset Management SUMMARY The city typically rehabilitates one or more of its 12 public water supply wells annually. This project is a combination of 2023 and 2024 projects that includes Well #'s 2, 10, & 12. Well #12 is currently not functional as the motor was corrupted by an electrical surge in 2022. Routine maintenance of a well is recommended every 8-10 years to keep it reliable and apt to reach it's useful service life. Well #2 was last rehabilitated in 2016 Well #10 was last rehabilitated in 2014 Well #12 was last rehabilitated in 2016 BACKGROUND Well contractors are busy. The city solicited quotes for Wells #10 and #12 in October, with only one 198 quote being submitted. The quote was extremely high and not competitive, which is an indication of the well workload in the market. The city then combined the 2023 and 2024 projects together and extended completion dates to make the work more attractive to contractors. Each well was quoted separately and reasonably competitive pricing was obtained. The city's standard construction contract will be used for the work. DISCUSSION N/A BUDGET This project is a combination of the 2023 and 2024 Well Rehabilitation work (CIP W-032). The project was sent out for quotes with each well as a separate project. Three (3) quotes were received from reputable contractors, with some competitive pricing realized. None of the individual projects exceeded the $175,000 public bid threshold. As outlined in the attached recommendation letter, the total cost of the selected quotes equates to $268,357. Two of the wells (#2 and #10) are recommended to be awarded to Bergeson-Caswell, Inc., while Well #12 be awarded to EH Renner & Sons, Inc. The project budget is $287,000, and thus the contract amounts are under budget. The funding comes from the Water Utility Enterprise Fund. RECOMMENDATION Staff recommends approving the well rehabilitation contracts. ATTACHMENTS Award recommendation letter Resolution - Award Contract Well Rehabs Water Supply Overview Map CIP W-032 (2024) CIP W-032 (2023) Responsible contractor Bergeson Responsible contractor Renner 199 barr.com 03/18/2024 Charles Howley City of Chanhassen Public Works Director/City Engineer 7700 Market Boulevard Chanhassen, MN 55317 Re: City of Chanhassen Rehabilitation of Wells #2, #10 and #12 Dear Mr. Howley: The purpose of this letter is to recommend the award of the contract for the City of Chanhassen Well Rehabilitation Projects for Wells #2, #10, and #12, City Project No. 23-05. This project includes rehabilitating the three wells, as well as the replacement and post-mortem analysis of the Well #12 motor which is not currently working. A request for quotes was sent to five contractors on February 26th, 2024: Traut Companies, Thein Well Company, Bergeson-Caswell Inc., EH Renner, and Steffl Drilling and Pump. Three quotes were received on March 11th, 2024: from Traut Companies, Bergeson-Caswell Inc., and EH Renner. A summary of the quotes received is provided in the table below. Each well was quoted as a separate project. Well number Renner Bergerson Traut Well #2 $86,875.00 $77,345.00 $90,430.00 Well #10 $73,147.00 $77,965.00 $146,053.00 Well #12 $113,047.00 $141,700.00 $200,455.00 Barr Engineering recommends Wells #2 and #10 be awarded to Bergeson-Caswell Inc. (for a total contract of $155,310.00) and Well #12 be awarded to EH Renner for a total contract of $113,047.00. Both companies have performed well rehabilitation services for the city in the past and have performed satisfactorily. If you have any questions, please do not hesitate to reach out. Sincerely, Brian LeMon, P.E. 200 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: April 15, 2024 RESOLUTION NO:2024-19 MOTION BY: SECONDED BY: A RESOLUTION AWARDING CONTRACTS FOR THE 2023 AND 2024WELL REHABILITATION PROJECTS (PROJECT NO. 23-05) WHEREAS, the City of Chanhassen has included in its 5-yr Capital Improvement Plan (CIP) the rehabilitation of multiple wells; WHEREAS,pursuant to a solicitation for quotes for Project No. 23-05 (2023 and 2024 Well Rehabilitation Projects), quotes were received and tabulated for each of three well rehabilitations; and WHEREAS,After consultation with the submitting Contractors, Staff and the Consultant are recommending contracting with two different Contractors for the work based on the pricing and capacity of Contractors to complete the work; and WHEREAS, the selected quotes are under the CIP project budget; WHEREAS, both selected Contractors have successfully completed work for the City in the past. NOW THEREFORE, BE IT RESOLVED bythe Chanhassen City Council that: The Mayor and City Manager are hereby authorized and directed to enter into contracts with EH Renner & Sons, Inc. in the name of the City of Chanhassen for the rehabilitation of Well No. 12 and with Bergeson-Caswell, Inc. in the name of the City of Chanhassen for the rehabilitation of Well No’s 2 and 10. Passed and adopted by the Chanhassen City Council this 15 day of April 2024. ATTEST: Kim Meuwissen, City Clerk Elise Ryan, Mayor YES NO ABSENT 201 202 This requests information is generated from Final Adopted CIP 2024-2028 CIP 2024-2028 FINAL ADOPT, Adopted Version. Water - Annual Well Rehabilitation Overview Request Owner Charlie Howley, PW Director/City Engineer Department Water General Operations Type Capital Improvement Project Number W-032 Description This program annually inspects and performs regular maintenance of the City's wells. Wells are recommended to be serviced every 8 years.  The schedule of rehabilitation is: 2024 - Wells #2 and #11 2025 - Well #8 2026 - Wells #7 and #13 2027 - Well #14 2028 - Well #9 Performing regular maintenance will extend the life of well components, reduce emergency calls, and have a more reliable water supply system. Details Type of Project Improvement 203 Capital Cost Breakdown Capital Cost FY2024 FY2025 FY2026 FY2027 FY2028 Total Construction/Maintenance $110,000 $51,000 $124,000 $76,000 $91,000 $452,000 Total $110,000 $51,000 $124,000 $76,000 $91,000 $452,000 Capital Cost FY2024 Budget $110,000 Total Budget (all years) $452K Project Total $452K Capital Cost by Year (Adopted) Construction/Maintenance 2024 2025 2026 2027 2028 $110,000.00 $51,000.00 $124,000.00 $76,000.00 $91,000.00 $0 $120K$30K $60K $90K Capital Cost for Budgeted Years (Adopted) TOTAL $452,000.00 Construction/Maintenance (100%)$452,000.00 204 Funding Sources Breakdown Funding Sources FY2024 FY2025 FY2026 FY2027 FY2028 Total Utility Fund - Water $110,000 $51,000 $124,000 $76,000 $91,000 $452,000 Total $110,000 $51,000 $124,000 $76,000 $91,000 $452,000 Funding Sources FY2024 Budget $110,000 Total Budget (all years) $452K Project Total $452K Funding Sources by Year (Adopted) Utility Fund - Water 2024 2025 2026 2027 2028 $110,000.00 $51,000.00 $124,000.00 $76,000.00 $91,000.00 $0 $120K$30K $60K $90K Funding Sources for Budgeted Years (Adopted) TOTAL $452,000.00 Utility Fund - Water (100%)$452,000.00 205 Water - Annual Well Rehabilitation Overview Request Owner Charlie Howley, PW Director/City Engineer Department Water General Operations Type Capital Improvement Project Number W-032 Description This program annually inspects and performs regular maintenance of the City's wells. Wells are recommended to be serviced every 8 years.  The schedule of rehabilitation is: 2023 - Wells #10 and #12 2024 - Wells #2 and #11 2025 - Well #8 2026 - Wells #7 and #13 2027 - Well #14 Performing regular maintenance will extend the life of well components, reduce emergency calls, and have a more reliable water supply system. Details Type of Project Improvement 206 Capital Cost Breakdown Capital Cost FY2023 FY2024 FY2025 FY2026 FY2027 Total Construction/Maintenance $177,000 $110,000 $51,000 $124,000 $76,000 $538,000 Total $177,000 $110,000 $51,000 $124,000 $76,000 $538,000 Capital Cost FY2023 Budget $177,000 Total Budget (all years) $538K Project Total $538K Capital Cost by Year Construction/Maintenance 2023 2024 2025 2026 2027 $177,000.00 $110,000.00 $51,000.00 $124,000.00 $76,000.00 $0 $50K $100K $150K Capital Cost for Budgeted Years TOTAL $538,000.00 Construction/Maintenance (100%)$538,000.00 207 Funding Sources Breakdown Funding Sources FY2023 FY2024 FY2025 FY2026 FY2027 Total Utility Fund - Water $177,000 $110,000 $51,000 $124,000 $76,000 $538,000 Total $177,000 $110,000 $51,000 $124,000 $76,000 $538,000 Funding Sources FY2023 Budget $177,000 Total Budget (all years) $538K Project Total $538K Funding Sources by Year Utility Fund - Water 2023 2024 2025 2026 2027 $177,000.00 $110,000.00 $51,000.00 $124,000.00 $76,000.00 $0 $50K $100K $150K Funding Sources for Budgeted Years TOTAL $538,000.00 Utility Fund - Water (100%)$538,000.00 208 209 210 City Council Item April 15, 2024 Item Resolution 2024-XX: Approve Fund Transfers and Budget Amendments for Fiscal Year 2023 File No.Item No: D.14 Agenda Section CONSENT AGENDA Prepared By Kelly Grinnell, Finance Director Reviewed By Laurie Hokkanen SUGGESTED ACTION "The Chanhassen City Council adopts the resolution to approve the fund transfers and budget amendments for the fiscal year 2023." Motion Type Simple Majority Vote of members present Strategic Priority Financial Sustainability SUMMARY Each year as finance staff works on audit preparation and the annual financial report, we identify several fund transfers that are needed. Staff recommends the City Council approve the following transfers for the fiscal year 2023: Budgeted Transfers The 2023 budget included the following transfers: Transfer of $170,000 from General Fund to Park Renovation Fund for the planned park replacement projects in 2023. Transfer of $45,000 from Cable TV Fund to General Fund for budgeted communications expenses that have shifted to the General Fund. 211 Transfer $135,000 from Grants Fund to General Fund for the use of ARPA funds to partially offset the cost of adding staff (two firefighters and the economic development manager hired in 2022). Transfer $243,622.99 from Grants Fund to Park Development Fund for the use of ARPA funds for the Lake Ann Park Preserve Project. This is the amount expended in 2023 versus $1.3 million budgeted. The remaining ARPA funds totaling approximately $2.345 million will be used in 2024 toward this project. Transfer $200,000 from Capital Equipment/Vehicle Fund to Capital Facilities Fund for planned capital projects. Other Transfers Transfer of $5,423.05 from Water Fund to Surface Water Management Fund for the capital purchase of track mats. Transfer of $5,423.05 from Sewer Fund to Surface Water Management Fund for the capital purchase of track mats. BACKGROUND DISCUSSION BUDGET RECOMMENDATION Staff recommends the City Council adopt a resolution approving Fiscal Year 2023 Fund Transfers. ATTACHMENTS Resolution Approving Transfers for FY 2023 212 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: April 15, 2024 RESOLUTION NO:2024-XX MOTION BY: SECONDED BY: RESOLUTION APPROVING FUND TRANSFERS FOR FISCAL YEAR 2023 WHEREAS, the Chanhassen City Council adopted the fiscal year 2023 budget on December 12, 2022 which included several fund transfers; and WHEREAS, staff has identified additional transfers to make due to the purchase of capital equipment; and WHEREAS, staff recommends the following transfers for the fiscal year 2023 as listed in the table below. Transfer from Fund Transfer to Fund Purpose Amount General Fund Park Renovation Fund Budget – Playground Replacement $170,000.00 Cable TV Fund General Fund Budget – Communications Expenses $45,000.00 Grants Fund General Fund Budget – ARPA – Fire Captains & Economic Development Manager Positions $135,000.00 Grants Fund Park Development Fund Budget – Lake Ann Park Preserve Project (2023 Expenses) $243,622.99 Capital Equipment/Vehicle Fund Capital Facilities Fund Budget – Planned Projects $200,000.00 Water Fund Surface Water Management Fund Capital Asset Purchase – Track Mats $5,423.05 Sewer Fund Surface Water Management Fund Capital Asset Purchase – Track Mats $5,423.05 Total $804,469.09 BE IT RESOLVED, that the Chanhassen City Council approves the following transfers effective December 31, 2023. Transfer from Fund Transfer to Fund Purpose Amount General Fund Park Renovation Fund Budget – Playground Replacement $170,000.00 Cable TV Fund General Fund Budget – Communications Expenses $45,000.00 Grants Fund General Fund Budget – ARPA – Fire Captains & Economic Development Manager Positions $135,000.00 Grants Fund Park Development Fund Budget – Lake Ann Park Preserve Project (2023 Expenses) $243,622.99 Capital Equipment/Vehicle Fund Capital Facilities Fund Budget – Planned Projects $200,000.00 Water Fund Surface Water Management Fund Capital Asset Purchase – Track Mats $5,423.05 213 Sewer Fund Surface Water Management Fund Capital Asset Purchase – Track Mats $5,423.05 Total $804,469.09 Passed and adopted by the Chanhassen City Council this 15 day of April 2024. ATTEST: Kim Meuwissen, City Clerk Elise Ryan, Mayor YES NO ABSENT 214 City Council Item April 15, 2024 Item Resolution 2024-XX: Approve Interfund Loans for the Fiscal Year 2023 File No.Item No: D.15 Agenda Section CONSENT AGENDA Prepared By Kelly Grinnell, Finance Director Reviewed By Laurie Hokkanen SUGGESTED ACTION "The Chanhassen City Council adopts the resolution to approve Interfund Loans for the Fiscal Year 2023." Motion Type Simple Majority Vote of members present Strategic Priority Financial Sustainability SUMMARY Each year the city submits its Annual Comprehensive Financial Report (ACFR) to the Government Finance Officers Association (GFOA) for its Excellence in Financial Reporting Program. One of the requirements of the program is that any cash balance deficits in individual funds be eliminated by either an interfund transfer or an interfund loan effective at year-end. For 2023, the City has two funds with cash balance deficits at year end: Civic Campus Fund $-822,799.05 Surface Water Management Fund $ -82,004.70 Staff proposes temporary interfund loans as follows: Civic Campus Fund $825,000.00 Surface Water Management Fund $ 85,000.00 The interfund loans would not bear interest and will mature on May 1, 2024. The city plans to issue 215 bonds in 2024 that will resolve the cash balance deficits for both funds. Staff recommends council approval of the attached resolution for the interfund loans. BACKGROUND DISCUSSION BUDGET RECOMMENDATION Staff recommends the City Council adopt a resolution approving the interfund loans for the fiscal year 2023. ATTACHMENTS Resolution Approving Interfund Loans for Financial Reporting FY2023 216 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: April 15, 2024 RESOLUTION NO:2024-XX MOTION BY: SECONDED BY: RESOLUTION APPROVING INTERFUND LOANS FOR FINANCIAL REPORTING FOR FISCAL YEAR 2023 WHEREAS, for purposes of the City’s 2023 Annual Comprehensive Financial Report (ACFR), all cash balance deficits in individual funds must be eliminated by either an interfund transfer or an interfund loan effective December 31, 2023; and WHEREAS, the Civic Campus Fund has a cash balance deficit for the year-ended 2023 of $822,799.05; and WHEREAS, the Surface Water Management Fund has a cash balance deficit for the year-ended 2023 of $82,004.70; and WHEREAS, staff recommends the following temporary interfund loans for the fiscal year 2023 as listed in the table below. Interfund Loan from Fund Interfund Loan to Fund Amount General Fund Civic Campus Fund $825,000 Water Fund Surface Water Management Fund $85,000 NOW, THEREFORE, BE IT RESOLVED, BY THE CITY COUNCIL OF CHANHASSEN, MINNESOTA AS FOLLOWS: 1.Interfund Loans: Interfund loans (the “Loans”) shall be made from the funds listed below to be repaid from bond proceeds or other sources to the funds below as follows: Interfund Loan from Fund Interfund Loan to Fund Amount General Fund Civic Campus Fund $825,000 Water Fund Surface Water Management Fund $85,000 2. Terms: The Loans shall not bear interest and shall mature on May 1, 2024. 3. Note: The Loans shall not be evidenced by a note or writing other than this resolution. 217 Passed and adopted by the Chanhassen City Council this 15 day of April 2024. ATTEST: Kim Meuwissen, City Clerk Elise Ryan, Mayor YES NO ABSENT 218 City Council Item April 15, 2024 Item Resolution 2024-XX: Authorize condemnation of land associated with Galpin Blvd Improvement project File No.PW176a Item No: D.16 Agenda Section CONSENT AGENDA Prepared By Charlie Howley, Director of Public Works/City Engineer Reviewed By Laurie Hokkanen SUGGESTED ACTION "The Chanhassen City Council approves a resolution authorizing acquiring permanent easement over a portion of PID 250101810 for drainage purposes associated with the Galpin Boulevard Improvement Project." Motion Type Simple Majority Vote of members present Strategic Priority Asset Management SUMMARY The Galpin Boulevard project is set to begin construction this summer. A public stormwater pond is needed over a portion of the property located at the NW corner of Galpin and West 78th Street (see attached Easement Sketch). This is vacant land that is north of the Creme de la Creme Learning Center (CDLC) located south of West 78th Street These are two distinct parcels of land separated by West 78th Street, however they are tied together from the original development. CDLC is a tenant on the property while the actual property owner of both parcels is ECE I, LLC out of Kansas City, Missouri. City staff has had active dialogue with the property owner over the last 18 months to acquire the entire northern parcel, and a deal has been made in principle, however they've indicated the lease with CDLC is tied to both parcels of land. This means the lease between the property owner and CDLC needs to be revised to disassociate the south parcel from the north parcel. That negotiation is currently underway, however it may take some time to resolve. 219 Meanwhile the project schedule requires the stormwater improvements be accessible by mid-summer and therefore the need to commence condemnation to address schedule risk. This action is the formal approval to start the 90-day quick take condemnation process even though staff will continue to resolve the property acquisition directly with the property owner. BACKGROUND N/A DISCUSSION N/A BUDGET All costs related to Right-of-Way/Property acquisition are split 50/50 with Carver County per the approved JPA. RECOMMENDATION Staff recommends approving the resolution commencing the condemnation process. ATTACHMENTS Resolution Authorizing Condemnation Easement Sketch 220 230595v1 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE:__________________________RESOLUTION NO: _______________________ MOTION BY:____________________SECONDED BY:__________________________ RESOLUTION AUTHORIZING CONDEMNATION OF LAND FOR PUBLIC PURPOSES WHEREAS,the City Council of the City of Chanhassen does hereby determine that it is necessary and for a public use and purpose to acquire permanent easements over the property legally described on the attached Exhibit “A”, subject to engineering modifications, if any, for purposes in connection with the Galpin Boulevard Improvement Project; and WHEREAS, City staff and consultants have and will continue to work with the property owners to acquire the necessary easements; and WHEREAS,the City Council finds that construction timing makes it necessary to acquire the necessary easements as soon as possible in order for the project to proceed in an efficient, cost effective and expeditious manner. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Chanhassen, Minnesota: 1.That the City Attorney is authorized to commence eminent domain proceedings pursuant to Minnesota Statutes Chapter 117 to acquire the necessary permanent easements over the property identified on the attached Exhibit “A”, subject to engineering modifications, if needed. 2.That the City Attorney is authorized to acquire the necessary property interests pursuant to the “quick take” provisions of Minnesota Statutes Section 117.042. 3.That the Mayor and City Manager are authorized to execute all documents necessary, in the opinion of the City Attorney, to effect the acquisition of the necessary property interests. 4.The City has obtained appraisals of the property being acquired. The Council authorizes the City Engineer to approve the appraisals and staff to negotiate with the property owners relating to the acquisition of the property and to acquire the property for the appraised values. PASSED AND ADOPTED this ______ day of _________, 2024, by the City Council of Chanhassen, Minnesota. 221 230595v1 CITY OF CHANHASSEN ATTEST: Kim Meuwissen, City Clerk Elise Ryan, Mayor YES NO ABSENT 222 230595v1 EXHIBIT “A” A permanent easement for drainage and utility purposes over, under, and across the following described property: That part of the Southwest Quarter of the Southwest Quarter of Section 10, Township 116, Range 23 and the Northwest Quarter of the Northwest Quarter of Section 15, Township 116, Range 23, Carver County, Minnesota, described as follows: Beginning at the Southwest corner of said Section 10; thence on an assumed bearing of North 1 degree 56 minutes 40 seconds West along the West line of said Southwest Quarter, a distance of 1,023.08 feet, to a point on said West line distant 1668.88 feet South of the West Quarter corner of said Section 10; thence South 79 degrees 32 minutes 20 seconds East, a distance of 177.77 feet; thence South 86 degrees 32 minutes 20 seconds East, a distance of 100.40 feet; thence South 78 degrees 32 minutes 20 seconds East, a distance of 194.14 feet; thence South 74 degrees 32 minutes 20 seconds East, a distance of 150.00 feet; thence South 47 degrees 17 minutes 20 seconds East, a distance of 75.43 feet; thence North 82 degrees 42 minutes 40 seconds East, a distance of 74.98 feet; thence South 58 degrees 17 minutes 20 seconds East, a distance of 84.58 feet; thence South 89 degrees 17 minutes 20 seconds East, a distance of 163.25 feet; thence South 18 degrees 17 minutes 40 seconds West, a distance of 820.19 feet to the Northerly right of way line of Trunk Highway 5; thence North 85 degrees 54 minutes 50 seconds West along said Northerly right of way, a distance of 33.08 feet; thence South 56 degrees 40 minutes 55 seconds West along said Northerly right of way, a distance of 158.95 feet; thence North 85 degrees 54 minutes 50 seconds West along said Northerly right of way, a distance of 518.22 feet to the West line of the Northwest Quarter of Section 15, Township 116, Range 23; thence North 1 degree 37 minutes 50 seconds West along said West line of the Northwest Quarter, a distance of 9.12 feet to the point of beginning. Which lies Northwesterly of that particular Northwesterly right-of-way line of Parcel 216, as shown on MINNESOTA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY PLAT NO. 10-08, recorded as Document No. 265755 and as amended on MINNESOTA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY PLAT NO. 10-14, recorded as Document No. 279658, described as follows: Commencing at the Southwest corner of said Section 10; thence on an assumed bearing of North 1 degree 56 minutes 40 seconds West, along the West line of the Southwest Quarter of said Section 10, a distance of 401.19 feet, to a particular right-of-way line of said Parcel 216 and the point of beginning of the line to be described; thence North 47 degrees 18 minutes 16 seconds East a distance of 175.14 feet, to an angle point in said right-of-way line; thence North 47 degrees 18 minutes 19 seconds East a distance of 22.71 feet, to a point of curvature in said right-of-way line; thence Easterly a distance of 662.60 feet, along a non-tangential curve concave to the South having a radius of 633.04 feet and a central angle of 59 degrees 58 minutes 14 seconds and having a chord of 223 230595v1 632.76 feet which bears North 77 degrees 17 minutes 27 seconds East to an angle point in said right-of-way line; thence North 56 degrees 16 minutes 30 seconds East, not tangent to said curve a distance of 114.28 feet, to an angle point in said right-of-way line; thence North 22 degrees 13 minutes 10 seconds East, along said right-of-way line, a distance of 116.13 feet and said line there terminating. Said permanent easement lies southerly and easterly of the following described line: Commencing at the Southwest corner of said Section 10; thence on an assumed bearing of North 1 degree 56 minutes 40 seconds West, along the West line of the Southwest Quarter of said Section 10, a distance of 401.19 feet, to a particular right-of-way line of said Parcel 216 and the point of beginning of the line to be described; thence North 47 degrees 18 minutes 16 seconds East a distance of 175.14 feet, to an angle point in said right-of-way line; thence North 47 degrees 18 minutes 19 seconds East a distance of 22.71 feet, to a point of curvature in said right-of-way line; thence Easterly a distance of 662.60 feet, along a non-tangential curve concave to the South having a radius of 633.04 feet and a central angle of 59 degrees 58 minutes 14 seconds and having a chord of 632.76 feet which bears North 77 degrees 17 minutes 27 seconds East to an angle point in said right-of-way line; thence North 56 degrees 16 minutes 30 seconds East, not tangent to said curve a distance of 114.28 feet, to an angle point in said right-of-way line; thence North 22 degrees 13 minutes 10 seconds East, along said right-of-way line, a distance of 47.59 feet; thence North 67 degrees 46 minutes 40 seconds West a distance of 9.39 feet; thence Westerly a distance of 287.97 feet, along a tangential curve concave to the South having a radius of 773.04 feet and a central angle of 21 degrees 20 minutes 37 seconds; thence South 00 degrees 52 minutes 43 seconds West, not tangent to said curve a distance of 139.92 feet, to said right-of-way line, and said line there terminating. 224 SW CORNER OF SEC. 10, T. 116, R. 23N01°56'40"W 401.19175.14N47°18'16" E N47°18'19" E 22.71N56°16'30"E114.28L=662.60 R=633.04 Δ=59°58'14" C.BRG.=S77°17'27"W C.=632.76S00°52'43"W139.92L=287. 9 7 R=773. 0 4 Δ=21°2 0 ' 3 7 "N67°46'40"W9.39N22°13'10"E47.59W LINE OF SW 1/4 OFSEC. 10, T. 116, R. 23NW'LY ROW LINE OF PARCEL 216 Prepared by:WSB Project No.Date:Prepared by:WSB Project No.Date:Drainage & Utility Easement Exhibit PID: 250101810 Address: Unassigned City of Chanhassen, Minnesota 020055-000 8/25/2023 N PARCEL LINE 0 1 inch = 200 feet 200 Graphic Scale (feet) PERMANENT DRAINAGE & UTILITY EASEMENT AREA = 35,039 SQ. FT.K:\020055-000\Survey\Drawing\Easement\020055-000-V-ESMT-PID 25-0101810.dwg, 8/25/2023 11:02:44 AM225 City Council Item April 15, 2024 Item Resolution 2024-XX: Approving Membership into the Hennepin County Fire Chiefs Association. File No.Item No: D.17 Agenda Section CONSENT AGENDA Prepared By Andrew Heger, Fire Chief Reviewed By Laurie Hokkanen SUGGESTED ACTION "The Chanhassen City Council adopts a resolution approving membership into the Hennepin County Fire Chiefs Association." Motion Type Simple Majority Vote of members present Strategic Priority Operational Excellence SUMMARY The Hennepin County Fire Chiefs Association (HCFCA) is a group of fire departments and other organizations in the fire service industry in Hennepin County that provides cooperation, education, and training regarding fire service and emergency response in the county. While historical documentation is sparse, it appears that HCFCA was formed in the early 1960s, but no records exist suggesting that the group has ever been incorporated or recognized as a formal entity with the Minnesota Secretary of State. In early 2023, HCFCA’s Board of Directors began an effort to formalize the group’s organizational status, including ensuring that it is meeting state and federal tax obligations. The Board engaged an attorney to advise it on organizational matters. The Board discussed the relative merits of organizing as a joint powers entity under Minn. Stat. § 471.59 or a nonprofit corporation, and ultimately decided to move forward as a nonprofit to provide maximum flexibility in its authorized activities and members. In making this decision, the Board looked to the organizational structure of the Minnesota State Fire 226 Chiefs Association, which is also organized as a nonprofit. The Board intends to apply to the IRS for tax-exempt status as a 501(c)(6) business association. In order to document each Fire Department’s membership in the new nonprofit corporation, counsel advised that each member city adopt a resolution officially approving membership in HCFCA. BACKGROUND DISCUSSION BUDGET The $200 annual dues fee is currently included as part of the fire department operating budget. RECOMMENDATION Staff recommends that the Chanhassen City Council approve a resolution approving membership into the Hennepin County Fire Chiefs Association. ATTACHMENTS HCFCA Resolution 227 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: RESOLUTION NO: MOTION BY: SECONDED BY: A RESOLUTION APPROVING MEMBERSHIP IN THE HENNEPIN COUNTY FIRE CHIEFS ASSOCIATION, INC. WHEREAS, the Hennepin County Fire Chiefs Association (“HCFCA”) is an organization of fire departments and others in the fire service industry in Hennepin County whose purpose is to provide a forum to discuss and promote fire safety, to exchange ideas and search for solutions to fire safety and other emergency response problems, to conduct research, to facilitate educational programs, to promote legislation, and to promote the spirit of cooperation between fire departments or other emergency response organizations operating within Hennepin County, Minnesota; and WHEREAS, HCFCA was established as an association in 1961 but was not a formal corporate entity recognized by the Office of the Minnesota Secretary of State; WHEREAS, the Chanhassen Fire Department is a currently a member of HCFCA; WHEREAS, HCFCA’s membership and Board of Directors has determined that it is in the best interests of the association to organize as a nonprofit corporation in order to formalize its operations and provide the option of applying for federal tax-exempt status; WHEREAS, on January 8, 2024, the Hennepin County Fire Chiefs Association, Inc., was registered as a nonprofit corporation with the Office of the Minnesota Secretary of State; WHEREAS, Minnesota Statutes Section 471.96 provides authority for cities and counties “to appropriate necessary funds to provide membership of their respective municipal corporations or political subdivisions respectively in county, regional, state, and national associations of a civic, educational, or governmental nature which have as their purpose the betterment and improvement of municipal government operations”; and WHEREAS, Chanhassen Fire Department’s membership in the HCFCA as a nonprofit organization will benefit Chanhassen and its Fire Department and will provide for the betterment and improvement of Chanhassen Fire Department’s operations surrounding fire safety and emergency response; 228 2 NOW THEREFORE BE IT RESOLVED by the Chanhassen City Council as follows: 1. Chanhassen Fire Department’s membership in Hennepin County Fire Chiefs Association, Inc. is approved, and payment of annual membership dues is authorized. 2. Membership will be through the Fire Department and Fire Chief Andrew Heger is designated as the City of Chanhassen’s representative to HCFCA. PASSED AND ADOPTED by the Chanhassen City Council on this 15th day of April 2024. ATTEST: Kim Meuwissen, City Clerk Elise Ryan, Mayor YES NO ABSENT 229 City Council Item April 15, 2024 Item Ordinance XXX: Amending Lawn Maintenance Standards in the A-2, RR, and RSF Zoning Districts File No.Item No: D.18 Agenda Section CONSENT AGENDA Prepared By Rachel Jeske, Planner Reviewed By Eric Maass SUGGESTED ACTION "The Chanhassen City Council adopts an ordinance amending Lawn Maintenance Standards in the A-2, RR, and RSF Zoning Districts." Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY BACKGROUND In 2023, the state legislature passed a law permitting naturalized lawn on single-family properties. Naturalized lawns are defined as a planned, intentional, and maintained planting of native or nonnative grasses, wildflowers, forbs, ferns, shrubs, or trees, including but not limited to rain gardens, meadow vegetation, and ornamental plants. Managed natural landscapes does not include turf-grass lawns left unattended for the purpose of returning to a natural state. Staff are proposing to update the City Code to align with the new state law. DISCUSSION The Planning Commission considered this draft ordinance at its meetings on March 4th and March 19th 230 and recommended approval of the ordinance in its proposed form. The Planning Commission held a public hearing on the draft ordinance at its meeting on March 4th, 2024. BUDGET RECOMMENDATION The Planning Commission recommended unanimous approval of the proposed ordinance. ATTACHMENTS Ordinance XXX: Amending Chapter 1, Chapter 13, and Chapter 20 of the Chanhassen city code regulating naturalized landscaping Naturalized Landscapes - Planning Commission Presentation March 19, 2024 Public comment from Riley Purgatory Bluff Creek Watershed District 231 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA ORDINANCE NO. XXX AN ORDINANCE AMENDING CHAPTER 1, CHAPTER 13, AND CHAPTER 20 CHANHASSEN CITY CODE, THE CITY COUNCIL OF THE CITY OF CHANHASSEN, MINNESOTA ORDAINS: Section 1. Section 1-2 of the City Code, City of Chanhassen, Minnesota, is hereby amended to include the following: Section 1-2 Rules of Construction and Definitions Managed natural landscape. Managed natural landscapes may include native and non-native plants and grasses in excess of eight (8) inches in height and which have gone to seed, but may not include any noxious weeds or invasive species and must be maintained so as to not include unintended vegetation. Noxious weeds shall be as defined by Minnesota Statute 18.771. (20) Invasive Species shall be as defined by Minnesota Statute Section 84D.01. Section 2. Section 13-24 of the City Code, City of Chanhassen, Minnesota, is hereby amended to read as follows: Sec 13-24 Prohibition Weeds and grass in excess of eight inches in length on any occupied or unoccupied lot or parcel of land less than one acre in size in the City of Chanhassen is a public nuisance and is prohibited. On vacant property where it would be physically difficult to mow because of topography or other physical constraints, the height limitation on weeds and grass shall only apply to a ten-foot wide strip abutting the lot line of the property. Noxious weeds or plants, as identified and defined by the Minnesota Department of Agriculture, are also a public nuisance and are prohibited. Exceptions to this section include: a) Native grasses and wild flowers indigenous to Minnesota. Native lawns must be planted and maintained on any occupied lot or parcel of land as part of a garden or landscape treatment, are exempt from this article. b) Managed natural landscapes. Managed natural landscapes may include native and non- native plants and grasses in excess of eight (8) inches in height and which have gone to seed but may not include any noxious weeds and must be maintained so as to not include unintended vegetation. All natural landscapes must meet the conditions of Section 20- 1183 of City Code. 232 Section 3. Section 20-1183 of the City Code, City of Chanhassen, Minnesota, is hereby amended to read as follows: Sec 20-1183 Landscaping Materials f. Grass or ground cover. Grass shall be planted in species normally grown as permanent lawns, and may be sodded, plugged, sprigged, or seeded; except in swales or other areas subject to erosion, where solid sod, erosion reducing net, or suitable mulch shall be used, nurse-grass seed shall be sown for immediate protection until complete coverage otherwise is achieved. Grass sod shall be clean and free of weeds and noxious pests or diseases. Ground cover such as organic material shall be planted in such a manner as to present a finished appearance and 75 percent of complete coverage after two complete growing seasons, with a maximum of 15 inches on center. In certain cases, ground cover also may consist of rocks, pebbles, sand and similar materials if approved by the city. g. Managed natural landscapes. Managed natural landscapes may include plants and grasses in excess of eight (8) inches in height and which have gone to seed but may not include noxious weeds and must be maintained so as to not include unintended vegetation. All natural landscapes must meet the following conditions: a. A minimum of 5 feet of maintained area (i.e., vegetation under 8 inches or mulch) is required between natural landscapes on private properties and any roadway, sidewalk, trail, or lot line except any portion of the property which has a privacy fence of at least five feet in height or the adjacent property is also a managed natural landscape. b. Plants, trees, and shrubs must be planted through transplanting or seed by human or mechanical means. Managed natural landscapes shall not include turf-grass lawns left unattended for the purpose of returning to a natural state. Section 4. This ordinance shall be effective immediately upon its passage and publication. PASSED AND ADOPTED this ___day of _____, 2024, by the City Council of the City of Chanhassen, Minnesota ______________________________ ________________________________ Kim Meuwissen, City Clerk Elise Ryan, Mayor (Published in the Chanhassen Villager on ______________________________) 233 City of Chanhassen A Community for Life Naturalized Landscapes Ordinance Amendment Planning Commission: March 4, 2024 (tabled) Planning Commission: March 19, 2024 City Council: April 8, 2024 234 City of Chanhassen A Community for Life Overview •Definition: "managed natural landscape" means a planned, intentional, and maintained planting of native or nonnative grasses, wildflowers, forbs, ferns, shrubs, or trees, including but not limited to rain gardens, meadow vegetation, and ornamental plants. Managed natural landscapes does not include turf-grass lawns left unattended for the purpose of returning to a natural state; •Managed natural landscapes may include plants and grasses in excess of eight inches in height and that have gone to seed, but may not include any noxious weeds and must be maintained. •Except as part of a managed natural landscape as defined in this section, any weeds or grasses growing upon any lot or parcel of land in a city to a greater height than eight inches or that have gone or are about to go to seed are prohibited. 235 City of Chanhassen A Community for Life Planning Commission Discussion •What should the setbacks be? Five feet unless there is a fence. •Should we require a sign? Agreed that it doesn’t need to be required. •Should there be a permit required? No permit should be required but can be re-addressed if necessary. •Should we require residents to cut their naturalized landscapes yearly? No but can be re-addressed if necessary. •How will people know what to plant? Depends on what you want to attract and your site conditions-next slide. 236 City of Chanhassen A Community for Life Natural Resource Specialist Comments •Terry from Riley Purg recommended a reference to state list of invasive species as well: https://www.dnr.state.mn.us/invasives/terrestrialplants/index.html •Signs not required, but we were able to obtain signs from Metro Blooms which will be available upon request. •List of noxious weeds referenced, and we will work with communications to create a natural resources webpage for residents to access information about designated noxious weeds under M.S. 18.771: https://www.mda.state.mn.us/plants-insects/minnesota-noxious-weed-list 237 City of Chanhassen A Community for Life What to Plant? Do you want to attract the endangered rusty-patched bumblebee?- wild bergamot, Joe pyeweed, culvers root. In general, they’re generalist foregers. Do you want to attract hummingbirds? Plant tubular shaped flowers with red-orange color some species include: trumpet honeysuckle, different types of beebalm, wild bergamot. Common milkweed is food for over 450 insects, including an essential food source for the monarch butterfly. 238 City of Chanhassen A Community for Life What to Plant? Site Conditions Consider the conditions of your site. Is the area you’re planting in going to get sun all day or only partial sun. Full sun: purple coneflower, yellow coneflower, and beebalm. Part shade: Joe-pye weed, swamp milkweed and golden alexander. In general, it’s good to provide a variety for pollinators. 239 City of Chanhassen A Community for Life Staff Proposed Ordinance Amendments •Sec 1-2: Add definition: Managed natural landscape. Managed natural landscapes may include native and non-native plants and grasses in excess of eight (8) inches in height and which have gone to seed, but may not include any noxious weeds and must be maintained so as to not include unintended vegetation. Noxious weeds shall be as defined by Minnesota Statute 18.771. Invasive Species shall be as defined by Minnesota Statute Section 84D.01. (20) •Sec 13-24: Definition added as an exception for nuisance lawn ordinance. •Sec 20-1183: Stipulations: a.A minimum of 5 feet of maintained area (i.e.,vegetation under 8 inches or mulch)is required between natural landscapes on privatepropertiesandanyroadway,sidewalk,trail,or lot line except any portion of the property which has a privacy fence of at least fivefeetinheightortheadjacentpropertyisalsoamanagednaturallandscape. b.Plants,trees,and shrubs must be planted through transplanting or seed by human or mechanical means.Managed naturallandscapesshallnotincludeturf-grass lawns left unattended for the purpose of returning to a natural state. c.A sign is posted on the property in a location likely to be seen by the public,advising that a naturalized landscape is beingestablished.This sign is required only if the planting is in an area likely to be seen by the public.This sign must be in addition to anysignpermittedbythesignordinancebutmustbenosmallerthan10inchessquare,no larger than one square foot,and no higherthan3feettall. 240 City of Chanhassen A Community for Life Questions and Discussion 241 City of Chanhassen A Community for Life Motion “The Chanhassen Planning Commission recommends the approval of the proposed ordinance amending the lawn maintenance standards in the A-2, RR, and RSF zoning districts.” 242 City of Chanhassen A Community for Life Surrounding Cities Comparison Eden Prairie Hopkins •Setback 20 ft from front lot line and 5 ft from side/rear lot lines (unless fenced) •Must be cut at least once annually between April and June to a height no greater than 10 inches •Must be planted by and not overgrown turf grass •Setback at least one foot from property lines (unless fenced) •Must be cut at least once annually between April and June to a height no greater than 10 inches •May not impede visual sightlines Inver Grove Heights Burnsville •Permitted in all zoning districts •Vegetation must be planted and not overgrown turf grass •Defines as “a planned, intentional, and maintained planting of native or nonnative grasses, wildflowers, forbs, ferns, shrubs, or trees, including but not limited to rain gardens, meadow vegetation, and ornamental plants.” •Area clearly defined by edging, fence, or similar material. Edging along lot lines must be a minimum of a lawn mowers width. •Requires a sign •Vegetation must be planted and not overgrown turf grass 243 From: Terry Jeffery <tjeffery@rpbcwd.org> Sent: Friday, March 15, 2024 11:26 AM To: Maass, Eric <emaass@chanhassenmn.gov>; Jeske, Rachel <rjeske@chanhassenmn.gov> Subject: Proposed amendment regarding lawn maintenance Good morning Eric and Rachel, The district supports this amendment and appreciates the city taking this on. I would like to recommend that, in addition to noxious weeds, the ordinance include invasive species as defined in MN Statute Section 84D.01. Thank you. Have a great weekend. Kind regards, Terry Terry Jeffery (he/him/his) District Administrator Riley Purgatory Bluff Creek Watershed District 18681 Lake Drive E, Chanhassen, MN 55317 Ph 952-607-6512 ext 1 | Email tjeffery@rpbcwd.org ___________________________________________________________________________ 244 City Council Item April 15, 2024 Item Approve On-Sale Beer & Wine Liquor License for Moe's of Chanhassen, LLC doing business as Moe's Char House located at 560 West 78th Street File No.Item No: F.1 Agenda Section PUBLIC HEARINGS Prepared By Jenny Potter, Sr. Admin Support Specialist Reviewed By Laurie Hokkanen SUGGESTED ACTION "The Chanhassen City Council approves an On-Sale Beer & Wine Liquor License for Moe's of Chanhassen, LLC doing business as Moe's Char House located at 560 West 78th Street." Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY This office has received a request for an on-sale beer and wine liquor license from Moe's of Chanhassen, LLC doing business as Moe's Char House. Moe's will occupy the old Axel's Restaurant at 560 West 78th Street. The restaurant has approximately 5,365 square feet with seating for 185 inside. There is a patio that has approximately 812 square feet and seats 50. Moe's Char House is anticipated to open on May 1, 2024. BACKGROUND Moe's Char House will be located in the old Axel's restaurant, located at560 West 78th Street. Axel's did not renew their liquor license this year as Moe's will be taking over that location. May 1, 2024 is the expected opening date. DISCUSSION 245 Moe's of Chanhassen, LLC is owned solely by Jeff Moritko. The General Manager of Moe's Char House is Rosemary Moritko. Law Enforcement conducted a background investigation, including criminal history, driving records, outstanding warrants, financial, and references on Jeff Moritko and Rosemary Moritko. Lt. Lance Pearce reviewed the background summary and noted that there was nothing questionable related to State Statute. A certificate of insurance showing Liquor Liability and Workers Compensation insurance has been provided. A public hearing notice was published in the Chanhassen Villager on March 7, 2024, and mailed to all property owners within 500 feet of the site (see attached list). As of the date of this writing, staff has not received any comments from the public. BUDGET The required annual fee for an on-sale beer and wine liquor license is $410 and was included with the application, as well as the background investigation fee of $250. RECOMMENDATION Staff recommends the City Council approve the application for an on-sale beer and wine liquor license from Moe's of Chanhassen, LLC doing business as Moe's Char House located at 560 West 78th Street. ATTACHMENTS Certificate of Insurance Liability and Workers Comp Floor Plans Affidavit of Mailing Public Hearing Notice Lease 246 aiQo"CERT]FICATE OF LIABILITY !NSURANCE COVERAGES CERTTFTCATE NUMBER: 23/24 Lisb Cerl REVISION NUMBER: DAIE {TI'OO'YYYN o9114t2023 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFOR ANON ONLY ANO CONFERS NO RIGHTS UPON TI'IE CERTIFICATE HOLDER. THIS CERNFICAIE DOES NOTAFFIRMANVELY OR NEGAIIVELY AMEND, EXTEiID ORALTER THE COVERAGE AFFORDED BY THE POUCIES BELOW. THIS CERTIFICATE OF INSURANCE OOES NOT CO'{STITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S}, AUTHORIZEO REPRESE TANVE OR PRODUCER, AND THE CERNFICATE HOLDER. IMPORTANT: lf tho csrtificate holder is an ADOITIONAL INSURE O, the policy(ies) mu3t havo AOOITIONAL INSURED provisions or tq endotsod l, SUBROGATION lS VyA|VED, lubjoct to tho !erm3 .nd condltloru ol the pollcy, cortaln policl93 may roqulro an endoEomont A rtatomont on thk csrtificatg doqr not confo, ,ight!to tho cortificato holdsr in liou ot such sndoEemgn(3). PROIXJCEA Co.porat€ 4 lnsul.nc6 Ao€rrcL lnc. 7220 M6tro Boulovard Edrna MN 55439-2133 TamiHowarter (952) 893-9218 (952) 89s,9402 tNsuRERlS) AFFOROXG COVEi GE tNsuRERA. Society lns 15261 INSURED Moe'i of ChsnhEsr6n LLC 580 W78rh St Chanhass€n MN 55317 lxsuRER B . S€quoaa lnsuranca Company 229A5 INSURER C INSURER D INSURERE: INSURER F THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTEO BELOW HAVE BEEN ISSUED TO THE INSURED NAI'EO ASOVE FOR THE P INDICATEO, NOTT'I,IIHSTANDING ANY REOUIREMENT. TERM OR CONDITION OF ATY CONTRACT OR OTHER OOCUMENT vvlTH RESPECT TO W}IICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFOROED BY THE POLICIES OESCRIAED HEREIN IS SUBJECT TOALLTHE TERMS, EXCLUSIONSANO CONDITIONS OF SUCH POLICIES, LIMITS SI.IOv\/r{ MAY HAVE BEEN REOUCEO SY PAIO CI.AIMS, OLICY PERIOO LIMITSPOLICY NUMBERTYPE OF II,ISURA CE r 1,000.000EACHOCCURR€NCE t 300,000OAMAGE TO RENTEO PREMISES IEa o.oJM@) MEO EXP (arv o€ !66on)! 1,000 r 1.000.000PERSONAL A AOV INJURY t 2,000,000GENERALAGCREGATE PRODUClS. COMP/OP AGG 3 2.000,000 s o9r12202409112120238P10012271 COMMERCLAL GEN EITAL lIAE] UTY cLArs-{aoE El *"r" OTHER LIMITAPPIIES PER: !E& Etr.* 5 lncludedCOMBINEO SINGLE !IMIT SOOILY INJURY (Ps p€Gsr)s saoorlY TNJURY (P6r ede.r) sPROPERIY DAMAGE 5 09t12t20248P10012271Ollr,lEO AUTOS ONLY HIREO AUTOS ONIY SCHEOULEO AUIOS NON4W{ED AUIOS ONLY AIJTOMOBILE IIABILIIY t 1.000.000EACHOCCURRENCExx AGGREGAIE t 1,000.000 UMEREIIAUAE EICEgS LIAS C)cCTJR CLAIMS{AOE s o9t12t2023 09t1a2024cu10012274 0E0 REIENTION I xl SIAIUIE O-IH ER E L EACI] ACCID€I\.T 5 50o.0oo s 500,000E L DISEASE . EA EMPTOYEE E L OTSE 'sE. ttOLrCY lrMrT 5 500.000 09t12J2023 ogt122024O\ /C1316858B YvoRtGiS corPENa Tlolr AiID EIPI.IOYER]I' II BIUIY ANY PROPiIETOII/PASTNETI'EXECUTIVE OFFICEF/TTEMBER EXCIUO€O? o€scRrPTroN oF crPE FiaTr(Ns b.ld t1.000,000 tr,000,000o91122023ogt'12J2024 Each Common Causo A0gr€9at€1110012273Liquor Liability oEscRtpnox OF opER^ioxs, LOclTtolS, vanclEt (AcoRD ror, A.6ldo.r.l R.nstr 3.t dd., m., !..tr ch.d I mor..P.C. b r.qllrrd) Liquor Liability is Continuoug UnttCanc€llod. Blanket Addition6l lnsured apdigs to th6 G6n9ral Liabilily ior G.6.tor of Francniso II IIxI City of Chanhe3s6n 7700 Malkot Bhd PO Box 147 Chanhalsan I MN 55317 AT,IllORIZED REPRESENIAlrVE &^ IIOLDER CANCELLATION O 1988-2015 ACORD CORPORAYION. All .ights resorved. ACORO 25 (2016/03)Thg ACORD namg and logo.,o ,€gbtetod mark! ofACORO tamih@corporatefourcom t POLICY 09t1212023 E SHOULD A Y OF THE ABOVE DESCRIBEO POLICIES BE CANCELLED BEFORE THE EXPIRAIO}I OATE THEREOF, OTICE WLL AE D€LTVEREO IN ACCOROATICE WTTH TH€ POLICY PROVISIOTIS. 247 OAIE I9f,/I'D'YYYYI 09t14t2023 THIS CERTFICATE IS ISSUEO AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGI'ITS UPON THE CERTIFICATE HOLOER.THIS CERTIFICATE DOES NOTAFFIRIANVELY OR NEGATIVELY AMENO, EXTEND ORALTER THE COVERAGE AFFORDED BY THE POUCIES BELOW. TH|S CERTTFTCATE OF |NSURAt{CE OOES NOT CONSTTTUTE A CONTRACT BETWEEN THE TSSUTNG TIISURER(S), AUTHORIZED REPRESEITATIVE OR PROOUCER, AND THE CERNFICATE HOLDER. !ftho cortificato holdor i! an INSUREO, the policy(ies) mu3t have t{AL INSUREo provi3ionr or b€ endoGod. lf SUBROGATION lS WAIVEO, tublgct to tho tgrmt lnd condruons of tho pollcy, cortaln pollcios may rgqulro an ondotloment A 3tatomont on thir certifcato do€t not confir rlghtE to thg certlfic.te holdo, in llou of luch endg,somonqs). Pioot cEi Corporato a ln3uranca Agoncl, Inc. 7220 lrgtro 8oul6v.rd Edrna MN 55439-2133 TamiHowarter (952) 893-9218 (952) 893-9402 tamih@corporatefourcom INSURER{5) AF FORDi NG COVEIIAGE t suRGRA. sooety lns 15261 INSUREO Mo6's of Chanha3sgn LLC 560 W78th St Chanhassen MN 55317 utguRER B . S€quoia lnsuranc€ Company 2298s INSURER C INSUiER O i INSIJRER E CERTIFICATE OF LIABILITY INSURANCE COVERAGES CERT|FICATE NUmBER: 23124 Liab c6rt REVISION NUMBER: TIIIS IS TO CERTIFYTHATTHE POLICIES OF INSURANCE LISTED EELOWHAVE BEEN ISSUEO TOTHE INSUREO NAMEO INDICATED, NOTWTHSTANOING ANY REOUIREMENT, IERM OR CONOITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO W}IICH THIS CERTIFICATE MAY BE ISSUEO OR MAY PERTAIN. TIIE INSURANCEAFFOROEO BY THE POLICIES OESCRIAED HER€IN IS SUBJECT TO ALL THE TERMS, EXCLUSIONSANO CONOITIONS OF SUCII POLICIES. LIMITS SHOW{ MAY HAVE BEEN REOUCEO BY PAIO CI.AIMS ABOVE FOR THE POLICY PERIOD PO!ICY NUMEERryPE OF INSURANCE EI,CE i 1.000,000 1,000MEO EXP s 1.000,000 s 2.000.000REGAIE 2,000,000PROOIJCTS - COMPDPAGG s 09t121202409t12J20238P10012271 COMMERCIAI G ENERAI UASILITY cl^r.s{rAoE E *r" GEN'LAG6RE6A IIUIT APPUES PER F& E*PO!rCY OThER S lncluded sEOOILY INJURY (P.. P..!{t) BOOILY ITUURY (PT EdONOogt12202349112t20249P10012271O\rl/tlEO AUICIS ONLY BIREO AUIOS ONIY SCHEOI]LEO AWOS NON{wlED AUTOS ONIY AUTOMOBILE IIABILITY s 1,000,000EACH OCCURRE s 1.000.000 ufaRELtA UAB EICESS UAA ogt12t2023 ogt12t2021 T NTION !oEo 3 500,000E L EACH ACO i 500.000EA€MPLOYEEEL 500.000.TDS€AsE . POLICY 09t12J2023 ogt12J2024a WOR(Enl COTPEiEATIOII I{D EIPLOYEAI'U A|uTY AXY PROPRIETOR/PAATNER/EXECWIVE OFFICER/UETIBER EXCIUOED' (Lod.iory ln NHI OF OPERATIONS t1,000,000 t1.000,00009t1a2024 Eech Common Caus€ Aggregate09112120231110012273Liquor Lisbility oEscRpnot oF opEiallot{s , Loc^ltoNs , vcHcLES (AcoRD lo1. Add o l lt t rtr s.lr.dllq ni.y D. .tt.h.d r lrlon lP.ct l. Liquor Liability i3 Continuour Untit C.ncslled. Blankel Additional lnsured epplios to the Gonoral Liaulity for Grantor of Franchis€ h6;eby nam6d a! en Additional lngur6d to lho Gon6ral Liability as Manag€r/L6lor of Premis6s' cBrtmcale Holder is It|e RMR Group LLC, S€Mca! Proportio3 Tru3t .rd AllAfilide3 a 255l blhington Sl, Suito 3O0 N6r,to.r MA 02458 I SHOULO A}IY OF THE ABOVE DESCRIAED POLICIES AE CANCELLED BEFORE T}IE EXPIRANO{ OATE THEREOF, NONCE WLL BE DELIVEREO IN ACCORDAIICE WTTH THE POLICY PROVISIOIIS. AUIIORIZED REPRESENTANVE ry&^ HOLOER LLATI @ 19E8-2015 ACORD CORPORATION. AllrlghE ro3erved ACORD 25 (201U03)Tho ACORD namo and logo aro rggilt rod mlrk3 ol ACORD t 300,000 s s s xx occuR cl-Alvs{laDE cu10012214 xE9L,', Qtric1316858 248 249 CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICE STATE OF MINNESOTA) ) ss. COUNTYOFCARVER ) I, Kim T. Meuwissen, being first duly swom, on oath deposes that she is and was on April4,2O24, the duly qualified and acting City Clerk of the City of Chanhassen, Minnesota; that on said date she caused to be mailed a copy of the attached notice of Public Hearing Request for an On-Sale Intoxicating Liquor License for Moe's ofChanhassen' LLC dba Moe's Char House, to the persons named on attached Exhibit "A", by enclosing a copy of said notice in an envelope addressed to such owner, and depositing the envelopes ad&essed to all such owners in the United States mail with postage fully prepaid thereon; that the names and addresses ofsuch owners were those appearing as such by the records ofthe County Treasurer, Carver County, Minnesota, and by other appropriate records. lm Clerk Subscribed and swom to before me this 4 day of Api1,2024. JENNIFER ANN POTTER Notary public-Minnesoh euwlssen, Notarv Public My C..fir &li(xl EJqits Jrn 31,2027 250 s N e9 DA !..r cD rrl (!N*(oO6lS@O-t@t(r)()N l'. g) (O r') rJ) g) @@F. i'{ N@i; 6r ll ?? T? ?9? I 99rsgi PF: $=t:hhFrFrFrBh555555e oh- sdxHbs 333333333333X3333333* F3 v e7 i=f, y= fr=-= = = = = == = = = = ==== = = = = = * z =3 X zI a9i ;97 ; ; i i i i i i i 2 2 u; 2 2 i i i i ;i? e z1I;L--=iT!=EIJJIJJUJIIJIUIJJIJJIIJIIJIIJIJJ-iL!UJIIJIIJI.!JI.!JIIJ==JUJ. i = A = E ;' E fri2-QAAAAAfrfrUAAEAAAAA?AS>?Qp 7 ---i d S Z rL f ? = r - - r r r r r r - - ii r r r r r - - o- o 2 r E E = = =Z=i= N F = ===eeee<ea=eeeee<<7-8,=e,c3 E5E= ?= E g;55588555555= 55555558==5 oN-E <D E**i*EE;tE*g*isstrg3Erx*g==glEeEai = !.f; E = A e e ,EEsgEEEEEEEE*gEEEc=*igea*z=E;sEg= 251 SUBJECT PROPERry ia a lril a i r' -4, ai Disclalmer This map is rEilher a legElt reco.ded map nor a su ey and is nol intended to be used as orle. ThB map is a corndlaton o, re@ads. inro.malion and dala located in vadous crty. county. stale and iederal oficec aM other source3 rogading the area shom, and is to be used ior reterence puDGes onv. The City does not wanant thal lhe Geog6phic lnfurmation System (GlS) Data used to Eepare lhis map are e.ror free, and the Crty does not rep.esent that the GIS Data can be used br navllalional. tacting or any other puPole Gquiaino exacting measuredEnl of distance or dirrdion or precision in the deprdioo of g€ographic fealures. lf erols or dBctepancies ale bund dease contad 952-227-1 1 07 The prcceding disdaimer is provided pursuant to Minnesota Statutes S468.03. Subd 21 (2000), and the user of this map actnodedgB $at fie City shall nol be liaue br any damages, and exp.essly waives all claim3. and agrees to defend. indemnit, and hold harmless fE City from any and all daims brouoht by User. its emdoyees or alenls. o. thircl Parties whidl arise out of the usef3 acaess or u8e of alatra provided 1 r t) t 1 $r"' -S 3r a Disslaimer Thb map b neimer a legalv Eco.ded map nor a suNey and as not intended to be u3€d as one. This map is e co.nlihtion of.ecords, inromation and data localed in vadous crly. county, strate a.d Ederel o{fices and olh€r sources aegardino the alea shown. and is to be used for refeEnce pueores onv. The City do* not wanant that the Geographrc lntomation System (GlS) Dal,a u3€d to plepale $is map are eror fiee. and Ule City does not repesenl that the Gls Data can be used tor navigatonal. Eadang or any othe. pu.pGe rcquirino exacling measurement of dbtance or diecton or p.ecBion an the clepictoo of geographic featu.e6. It enors oa dBcrepano$ are fuund please contad 952'227'1107 The preceding dE<laimer is provided Brsuanl lo Minn6ola Statutes 5466 03. Subd. 21 (2000), and the user ol thb map ackno led0e6 tlal t|e City shall not b€ laaue fo. any damages, and exprdsly waives alldaims, and agees b defend. inclemniry, and ho|d hamlBr tle Clty from any and all daims bmught by Uger. its employees or agents, or thid pafij6 ti,hich aise out of the u3eis access or use of data povided SUBJECT PROPERTY I.I:l / .l 4 / lr ; f 'll*t t st i!il+'r FEr \-r[, I :tri :{ Ii, Itet --;x fr4!r^)-'l ,'J3 Er F- a / I,la t'tD-,d. j I'/! t litl r,sri :tI -a I ia I !Cl r !t ---r- {=3I 252 CITY OF CHANHASSEN CAR!'E,R AND HENNEPIN COUNTIES, MINNESOTA NOTICE OF PUBLIC HEARING REQUEST FOR AN ON.SALE INTOXICATING LIQUOR LICENSE MOE'S Or CHANHASSEN dba MOE'S CHAR HOUSE NOTICE IS HEREBY GMN that the Chanhassen City Council will hold a public hearing on Monday, April 15, 2024, at 7:00 p.m. in the Council Chambers at 7700 Market Boulevard, to consider issuing an on-sale intoxicating liquor license to Moe's of Chanhassen, LLC dba Moe's Char House. All interested persons may appear and express their opinions regarding this application at said time and place. Chanhassen City Code requires that all property owners within 500 feet of the site be notified in writing. If you have any questions, please feel free to contact Kim Meuwissen at952-227'1107. Kim Meuwissen City Clerk (Published in the Chanhassen Villager on Apil 4,2024) CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA NOTICE OF PUBLIC HEARING REQUEST FOR AN ON-SALE INTOXICATING LIQUOR LICENSE MOE'S OF CHANHASSEN dba MOE'S CHAR HOUSE NOTICE IS HEREBY GMN that the Chanhassen City Council will hold a public hearing on Monday, April 15, 2024, at 7:00 p.m. in the Council Chambers at 7700 Market Boulevard, to consider issuing an on-sale intoxicating liquor license to Moe's of Chanhassen, LLC dba Moe's Char House' All interested persons may appear and express their opinions regarding this application at said time and place. Chanhassen City Code requires that all property owners within 500 feet of the site be notified in writing. If you have any questions, please feel free to contact Kim Meuwissen at952'227-1107. Kim Meuwissen City Clerk (Published in the Chanhassen Villager on Apil 4.2024) 253 i LEASE AGREEMENT by and between SVCN 5 LLC as Landlord And MOE’S OF CHANHASSEN, LLC as Tenant 254 ii PH 2713310.3 EXHIBITS EXHIBIT A PERMITTED FACILITY EXHIBIT B LEGAL DESCRIPTION AND STREET ADDRESS OF PROPERTY EXHIBIT C WIRE INSTRUCTIONS EXHIBIT D STATE SPECIFIC PROVISIONS EXHIBIT E PHYSICAL CONDITION ASSESSMENT SCHEDULE 255 1 PH 2713310.3 LEASE AGREEMENT THIS LEASE AGREEMENT (this “Lease”) is made as of (the “Effective Date”), by and between SVCN 5 LLC, a Delaware limited liability company (“Landlord”), whose address is c/o The RMR Group LLC, Two Newton Place, 255 Washington Street, Suite 300, Newton, Massachusetts 02458 and MOE’S OF CHANHASSEN, LLC, a Minnesota limited liability company (“Tenant”), whose address is 2400 Mounds View Blvd., Mounds View, Minnesota 55112. Capitalized terms not defined herein shall have the meanings set forth in Article I below. In consideration of the mutual covenants and agreements herein contained, Landlord and Tenant hereby covenant and agree as follows: ARTICLE I DEFINED TERMS The following terms shall have the following meanings for all purposes of this Lease: “Adjustment Date” means that date, as applicable, set forth in Section 2.07. “Affected Party” means each direct or indirect participant or investor in a proposed or completed Securitization, including, without limitation, any prospective owner, any rating agency or any party to any agreement executed in connection with the Securitization. “Affiliate” means any Person which directly or indirectly controls, is under common control with or is controlled by any other Person. For purposes of this definition, “controls,” “under common control with,” and “controlled by” means the possession, directly or indirectly, of the power to direct or cause the direction of the management and policies of such Person, whether through the ownership of voting securities or otherwise. “Anti-Money Laundering Laws” means all applicable laws, regulations and government guidance on the prevention and detection of money laundering, including, without limitation, (a) 18 U.S.C. §§ 1956 and 1957; and (b) the Bank Secrecy Act, 31 U.S.C. §§ 5311 et seq., and its implementing regulations, 31 CFR Part 103. “Bankruptcy Code” means the United States Bankruptcy Code, 11 U.S.C. Sec. 101 et seq., as amended. “Base Annual Rental” means the Initial Base Annual Rental amount set forth in Section 2.05 as adjusted as set forth in Section 2.06, Section 2.07 and 0. “Base Monthly Rental” means, for any month, an amount equal to 1/12 of the applicable Base Annual Rental for the period in which such month falls. “Business Day” means a day on which banks located in Chanhassen, Minnesota are not required or authorized to remain closed. “Casualty” means any loss of or damage to any property included within or related to the Property or arising from an adjoining property caused by an Act of God, fire, flood or other catastrophe. “Code” means the Internal Revenue Code of 1986, as the same may be amended from time to time. 256 2 PH 2713310.3 “Condemnation” means a Taking and/or a Requisition. “Costs” means all reasonable costs and expenses incurred by a Person, including, without limitation, reasonable attorneys’ fees and expenses, court costs, expert witness fees, costs of tests and analyses, travel and accommodation expenses, deposition and trial transcripts, copies and other similar costs and fees, brokerage fees, escrow fees, title insurance premiums, appraisal fees, stamp taxes, recording fees, recordation taxes and transfer taxes or fees, as the circumstances require. “Default Rate” means 18% per annum or the highest rate permitted by Law, whichever is less. “Disabilities Act” means The Architectural Barriers Act of 1968, The Rehabilitation Act of 1973, The Americans With Disabilities Act of 1990, any state laws governing public accommodations for the disabled or architectural barriers, and all rules, regulations, and guidelines promulgated under such laws, as amended from time to time. “Effective Date” has the meaning set forth in the introductory paragraph of this Lease. “Environmental Insurer” means such environmental insurance company as Landlord shall select in its sole discretion. “Environmental Laws” means federal, state and local laws, ordinances, common law requirements and regulations and standards, rules, policies and other governmental requirements, administrative rulings and court judgments and decrees having the effect of law in effect now or in the future and including all amendments, that relate to Hazardous Materials, Regulated Substances, USTs, and/or the protection of human health or the environment, or relating to liability for or Costs of Remediation or prevention of Releases, and apply to Tenant and/or the Property. “Environmental Liens” has the meaning set forth in Section 9.04(a)(i)(E). “Environmental Policy” means an environmental insurance policy for the Property, including any renewal or replacement environmental insurance policy, which Environmental Policy shall be in form and substance satisfactory to Landlord in its sole discretion. “Event of Default” has the meaning set forth in Section 13.01. “Exchange Act” means the Securities Exchange Act of 1934, as amended. “Existing Personalty” has the meaning set forth in Section 4.05. “Expiration Date” means the Initial Term Expiration Date and, if the Initial Term is extended in accordance with this Lease, the last day of any applicable Extension Term. “Extension Option” has the meaning set forth in Section 4.02. “Extension Term” has the meaning set forth in Section 4.02. “Force Majeure Event” has the meaning set forth in Section 18.01. “Franchisor” means a third party which enters into a franchise agreement or similar agreement with Tenant, or any permitted successor or assign to such third party approved by Landlord in its sole discretion for the use and operation of the Property as a Permitted Facility in accordance with such third party’s requirements to operate a Permitted Facility. 257 3 PH 2713310.3 “GAAP” means generally accepted accounting principles in the United States of America, consistently applied from period to period. “Governmental Authority” means any governmental authority, agency, department, commission, bureau, board, instrumentality, court or quasi-governmental authority of the United States, any state or any political subdivision thereof with authority to adopt, modify, amend, interpret, give effect to or enforce any federal, state and local laws, statutes, ordinances, rules or regulations, including common law, or to issue court orders. “Guarantor” means a Person executing and delivering to Landlord a Guaranty, or any additional or replacement guarantor(s) approved by Landlord in its sole and absolute discretion, and any reference to Guarantor or a Guaranty shall be applicable only if there is a named Guarantor. “Guaranty” means a guaranty of any part or all of the Tenant’s obligations pursuant to this Lease, as the same may be amended from time to time. “Hazardous Materials” includes: (a) oil, petroleum products (including any and all constituents and additives), flammable substances, explosives, radioactive materials, hazardous wastes or substances, toxic wastes or substances or any other materials, contaminants or pollutants which pose a hazard to the Property or to Persons on or about the Property, cause the Property, cause the Property to be in violation of any local, state or federal Law or regulation, (including without limitation, any Environmental Law), or are defined as or included in the definition of “hazardous substances”, “hazardous wastes”, “hazardous materials”, “toxic substances”, “contaminants”, “pollutants”, “regulated substances” or words of similar import under any applicable local, state or federal Law or under the regulations adopted, orders issued, or publications promulgated pursuant thereto, including, but not limited to: (i) the Comprehensive Environmental Response, Compensation and Liability Act of 1980, as amended, 42 U.S.C. §6901, et seq.; (ii) the Hazardous Materials Transportation Act, as amended, 49 U.S.C. §1801, et seq.; (iii) the Resource Conservation and Recovery Act, as amended, 42 U.S.C. §6901, et seq.; (iv) the Toxic Substances Control Act, as amended, 15 U.S.C. § 2601, et seq.; (v) the Clean Water Act, 33 U.S.C. §1251 et seq., (vi) the Clean Air Act, 42 U.S.C. §7401 et seq., (vii) the Occupational Safety and Health Act, 29 U.S.C. §651 et seq., (viii) the Resource Conservation and Recovery Act, 42 U.S.C. Section 6901 et seq., and (ix) regulations adopted and rules and policies promulgated pursuant to the aforesaid laws; (b) asbestos in any form which is or could become friable, urea formaldehyde foam insulation, transformers or other equipment which contain dielectric fluid containing levels of polychlorinated biphenyls in excess of fifty (50) parts per million contained in transformers or other equipment; and (c) any other chemical, material or substance, exposure to which is prohibited, limited or regulated by any Governmental Authority or which may or could pose a hazard to the health and safety of the occupants of the Property or the owners and/or occupants of any property adjoining the Property. “Improvements” has the meaning set forth in Section 8.04. “Indemnified Parties” means Landlord, Lender, Environmental Insurer (if any), and their respective members, managers, officers, directors, shareholders, partners, employees, agents, servants, representatives, contractors, subcontractors, Affiliates, subsidiaries, participants, successors and assigns, including, but not limited to, any successors by merger, consolidation or acquisition of all or a substantial portion of the assets and business of Landlord, Lender or Environmental Insurer, as applicable. “Initial Term” has the meaning set forth in Section 4.01. “Initial Term Expiration Date” has the meaning set forth in Section 2.02. 258 4 PH 2713310.3 “Insolvency Event” means (a) a Person’s (i) failure to generally pay its debts as such debts become due; (ii) admitting in writing its inability to pay its debts generally; or (iii) making a general assignment for the benefit of creditors; (b) any proceeding being instituted by or against any Person (i) seeking to adjudicate it bankrupt or insolvent; (ii) seeking liquidation, dissolution, winding up, reorganization, arrangement, adjustment, protection, relief, or composition of it or its debts under any Law relating to bankruptcy, insolvency, or reorganization or relief of debtors; or (iii) seeking the entry of an order for relief or the appointment of a receiver, trustee, or other similar official for it or for any substantial part of its property, and in the case of any such proceeding instituted against any Person, either such proceeding shall remain undismissed for a period of 120 days or any of the actions sought in such proceeding shall occur; or (c) any Person taking any corporate action to authorize any of the actions set forth above in this definition. “Landlord Delivery Date” has the meaning set forth in Section 2.09. “Landlord Entity” or “Landlord Entities” means individually or collectively, as the context may require, Landlord and all Affiliates of Landlord. “Landlord’s Termination Notice” has the meaning set forth in Section 12.02(b)(ii). “Law(s)” means any constitution, statute, rule of law, code, ordinance, order, judgment, decree, injunction, rule, regulation, policy, requirement or administrative or judicial determination, even if unforeseen or extraordinary, of every duly constituted Governmental Authority, court or agency, now or hereafter enacted or in effect. “Lease Commencement Date” has the meaning set forth in Section 2.10. “Lease Term” has the meaning set forth in Section 4.01. “Legal Requirements” means the requirements of all present and future Laws (including, without limitation, Environmental Laws and Laws relating to accessibility to, usability by, and discrimination against, disabled individuals), all judicial and administrative interpretations thereof, including any judicial order, consent, decree or judgment, and all covenants, restrictions and conditions now or hereafter of record which may be applicable to Tenant or to the Property, or to the use, manner of use, occupancy, possession, operation, maintenance, alteration, repair or restoration of the Property, even if compliance therewith necessitates structural changes or improvements or results in interference with the use or enjoyment of the Property. Legal Requirements shall specifically include requirements under (i) the Disabilities Act, and (ii) any Environmental Law. “Lender” means any lender in connection with any loan or extension of credit, now or hereafter existing, secured by Landlord’s interest in the Property, and any servicer, collateral agent and/or trustee with respect to any such loan or extension of credit. “Losses” means any and all claims, suits, liabilities (including, without limitation, strict liabilities), actions, proceedings, obligations, debts, damages, losses, Costs (including Costs of Remediation), diminutions in value, fines, penalties, expenses, interest, charges, fees, judgments, awards, amounts paid in settlement and damages of whatever kind or nature, inclusive of bodily injury and property damage to third parties (including, without limitation, attorneys’ fees and other Costs of defense). “Material Adverse Effect” means a material adverse effect on (a) the Property, including, without limitation, the operation of the Property as a Permitted Facility and/or the value of the Property; (b) the contemplated business, condition, worth or operations of any Tenant Entity; (c) Tenant’s ability to perform 259 5 PH 2713310.3 its obligations under this Lease; or (d) Landlord’s interests in the Property, this Lease or the other Transaction Documents; or (e) any Guarantor’s ability to perform its obligations under the Guaranty. “Monetary Obligations” has the meaning set forth in Section 5.03. “Mortgages” means, collectively, the mortgages, deeds of trust or deeds to secure debt, assignments of rents and leases, security agreements and fixture filings, now or hereafter in existence, executed by Landlord for the benefit of Lender with respect to the Property, as such instruments may be amended, modified, restated or supplemented from time to time and any and all replacements or substitutions. “Net Award” means (a) the entire award payable with respect to the Property by reason of a Condemnation whether pursuant to a judgment or by agreement or otherwise; or (b) the entire proceeds of any insurance required under Section 7.03 payable with respect to the Property, as the case may be, and in either case, less any Costs incurred by Landlord in collecting such award or proceeds. “OFAC Laws” means Executive Order 13224 issued by the President of the United States, and all regulations promulgated thereunder, including, without limitation, the Terrorism Sanctions Regulations (31 CFR Part 595), the Terrorism List Governments Sanctions Regulations (31 CFR Part 596), the Foreign Terrorist Organizations Sanctions Regulations (31 CFR Part 597), and the Cuban Assets Control Regulations (31 CFR Part 515), and all other present and future federal, state and local laws, ordinances, regulations, policies, lists (including, without limitation, the Specially Designated Nationals and Blocked Persons List) and any other requirements of any Governmental Authority (including without limitation, the U.S. Department of the Treasury Office of Foreign Assets Control) addressing, relating to, or attempting to eliminate, terrorist acts and acts of war, each as supplemented, amended or modified from time to time after the Effective Date, and the present and future rules, regulations and guidance documents promulgated under any of the foregoing, or under similar laws, ordinances, regulations, policies or requirements of other states or localities. “Other Agreements” means, collectively, all agreements and instruments now or hereafter entered into between, among or by any of the Tenant Entities, with, or for the benefit of, any of the Landlord Entities, including, without limitation, leases, promissory notes and guaranties, but excluding this Lease and all other Transaction Documents. “Partial Condemnation” means a Condemnation which is not a Total Condemnation or Partial Taking. “Permitted Amounts” shall mean, with respect to any given level of Hazardous Materials or Regulated Substances, that level or quantity of Hazardous Materials or Regulated Substances in any form or combination of forms which does not constitute a violation of any Environmental Laws and is customarily employed in, or associated with, similar businesses located in the state where the Property is located, and, with respect to USTs, such number and size as are at the Property as of Effective Date. “Permitted Facility” means, with respect to the Property, the uses identified on Exhibit A with respect to the Property, and all related purposes such as ingress, egress and parking and uses incidental thereto. “Person” means any individual, partnership, corporation, limited liability company, trust, unincorporated organization, Governmental Authority or any other form of entity. “Personalty” has the meaning set forth in Section 17.01. 260 6 PH 2713310.3 “Property” means the parcels of real estate legally described on Exhibit B attached hereto, all rights, privileges, and appurtenances associated therewith, and all buildings, fixtures and other improvements now or hereafter located on such real estate (whether or not affixed to such real estate), including all signs and canopies, but shall exclude the Existing Personalty. “Property Termination Date” has the meaning set forth in Section 12.02(c). “Property Termination Date-Total Condemnation” has the meaning set forth in Section 12.03(a) “Regulated Substances” means “petroleum” and “petroleum-based substances” or any similar terms described or defined in any of the Environmental Laws and any applicable federal, state, county or local laws applicable to or regulating USTs. “REIT” means a real estate investment trust as defined under Section 856 of the Code. “Release” means any presence, release, deposit, discharge, emission, leaking, spilling, seeping, migrating, injecting, pumping, pouring, emptying, escaping, dumping, disposing or other movement of Hazardous Materials, Regulated Substances or USTs from the Property, or on or onto the Property (even if the source thereof is an adjoining property). “Remediation” means any response, remedial, removal, or corrective action, any activity to cleanup, detoxify, decontaminate, contain or otherwise remediate any Hazardous Materials, Regulated Substances or USTs, any actions to prevent, cure or mitigate any Release, any action to comply with any Environmental Laws or with any permits issued pursuant thereto, any inspection, investigation, study, monitoring, assessment, audit, sampling and testing, laboratory or other analysis, or any evaluation relating to any Hazardous Materials, Regulated Substances or USTs, all of the above whether or not performed voluntarily. “Rent” means the Rental, the Monetary Obligations, and all other amounts due and payable by Tenant to Landlord hereunder. “Rental” means the Base Annual Rental and Base Monthly Rental. “Rental Adjustment” has the meaning set forth in Section 2.06 as adjusted as set forth in Section 2.07. “Requisition” means any temporary requisition or confiscation of the use or occupancy of the Property by any Governmental Authority, civil or military, whether pursuant to an agreement with such Governmental Authority in settlement of or under threat of any such requisition or confiscation, or otherwise. “Securities” has the meaning set forth in 18.11(c). “Securities Act” means of the Securities Act of 1933, as amended. “Securitization” has the meaning set forth in 18.11(c). “Security Deposit” has the meaning set forth in Section 5.08. “SNDA” means subordination, nondisturbance and attornment agreement. “Sublease” has the meaning set forth in Section 15.03. 261 7 PH 2713310.3 “Subtenant” means a subtenant pursuant to a Sublease. “Successor Landlord” has the meaning set forth in Section 14.04. “Taking” means (a) any taking or damaging of all or a portion of the Property (i) in or by condemnation or other eminent domain proceedings pursuant to any Law, general or special; (ii) by reason of any agreement with any condemnor in settlement of or under threat of any such condemnation or other eminent domain proceeding; or (iii) by any other means; or (b) any de facto condemnation. The Taking shall be considered to have taken place as of the later of the date actual physical possession is taken by the condemnor, or the date on which the right to compensation and damages accrues under the Law applicable to the Property. “Taxes” has the meaning set forth in Section 7.01(b)(a). “Tax Reserve” has the meaning set forth in Section 7.01(a). “Temporary Taking” has the meaning set forth in Section 12.04. “Tenant Entity” or “Tenant Entities” means individually or collectively, as the context may require, Tenant and Guarantor (if any), and all Affiliates thereof. “Tenant’s Continuation Notice” has the meaning set forth in Section 12.02(b)(ii). “Threatened Release” means a suspected Release which requires action to prevent or mitigate damage to the soil, surface waters, groundwaters, land, stream sediments, surface or subsurface strata, ambient air or any other environmental medium comprising or surrounding the Property which may result from such Release. “Total Condemnation” means a Condemnation of all or substantially all of the Property, including a Condemnation (other than for a temporary use) of such a substantial part of the Property resulting in the portion of the Property remaining after such Condemnation being unsuitable for use as a Permitted Facility, as determined by Tenant in the exercise of good faith business judgment. “Transfer” has the meaning set forth in Section 15.02 of this Lease. “Transaction” has the meaning set forth in Section 15.01 of this Lease. “Transaction Documents” means this Lease and all documents related thereto. “UCC” has the meaning set forth in Section 17.01. “U.S. Publicly Traded Entity” means an entity whose securities are listed on a national securities exchange or quoted on an automated quotation system in the United States or a wholly owned subsidiary of such an entity. “USTs” means any one or combination of tanks and associated product piping systems used in connection with storage, dispensing and general use of Regulated Substances. 262 8 PH 2713310.3 ARTICLE II BASIC LEASE TERMS Section 2.01 Property. The street address of the Property is set forth on Exhibit B attached hereto. Section 2.02 Initial Term Expiration Date. May 31, 2039. Section 2.03 Extension Options. Three (3) extensions of five (5) years each, as described in Section 4.02. Section 2.04 Expiration Date (if fully extended). May 31, 2054. Section 2.05 Initial Base Annual Rental. $195,066.72 as adjusted and described in Article V. Section 2.06 Rental Adjustment. One and one-half percent (1.5%) of the Base Annual Rental then in effect, as described in Section 5.02. Section 2.07 Adjustment Date. June 1, 2024, and on June 1 of each and every calendar year thereafter. Section 2.08 Guarantor(s). None. Section 2.09 Landlord Delivery Date. The Effective Date. Section 2.10 Lease Commencement Date. The Effective Date. Section 2.11 Security Deposit Amount. $16,255.56. 263 9 PH 2713310.3 ARTICLE III LEASE OF PROPERTY Section 3.01 Lease. In consideration of Tenant’s payment of the Rent and Tenant’s performance of all other obligations hereunder, Landlord hereby leases to Tenant, and Tenant hereby takes and hires, the Property, “AS IS” and “WHERE IS” without representation or warranty by Landlord, and subject to the existing state of title, the parties in possession, any statement of facts which an accurate survey or physical inspection might reveal, and all Legal Requirements now or hereafter in effect. Section 3.02 Quiet Enjoyment. So long as Tenant shall pay the Rent provided in this Lease, and shall keep and perform all of the terms, covenants and conditions on its part contained herein, Tenant shall have, subject and to the terms and conditions set forth herein, the right to peacefully and quietly have, hold and occupy the Property free of any interference from Landlord or anyone claiming by, through or under Landlord; provided, however, in no event shall Tenant be entitled to bring any action against Landlord to enforce its rights hereunder if an Event of Default, or any event or circumstance which, with the giving of notice or the passage of time, or both, would constitute an Event of Default, shall have occurred and be continuing. Notwithstanding the foregoing, commencing on the Landlord Delivery Date, Tenant shall be responsible for the charges set forth in Article VII. ARTICLE IV LEASE TERM; EXTENSION Section 4.01 Initial Term. The initial term of this Lease (“Initial Term”) shall commence on the Effective Date and shall expire at midnight on the Initial Term Expiration Date unless terminated sooner as provided in this Lease and as may be extended as provided herein. The time period during which this Lease shall actually be in effect, including any Extension Term, is referred to as the “Lease Term.” Section 4.02 Extensions. Unless this Lease has expired or has been sooner terminated, or an Event of Default has occurred and is continuing at the time any Extension Option is exercised, and provided that all other agreements necessary to the continued operation of Tenant’s business at the Property is extended for a period of not less than the applicable extension periods, Tenant shall have the right and option (each, an “Extension Option”) to extend the Initial Term for three (3) additional successive periods of five (5) years each (each, an “Extension Term”), pursuant to the terms and conditions of this Lease then in effect. Base Annual Rental for each Extension Term shall a one and one-half percent (1.5%) increase in the Base Annual Rental in the month immediately preceding such Extension Term. Section 4.03 Notice of Exercise. Tenant may only exercise an Extension Option by giving written notice thereof to Landlord of Tenant’s election to do so no later than one hundred twenty (120) days prior to the then-current Expiration Date. If written notice of the exercise of any Extension Option is not received by Landlord by the applicable date described above, then this Lease shall terminate on the Initial Term Expiration Date or, if applicable, the last day of the Extension Term then in effect. Upon the request of Landlord, the parties hereto will, at the 264 10 PH 2713310.3 expense of Tenant, execute and exchange a memorandum in recordable form setting forth the extension of the Lease Term in accordance with this Section 4.03. Section 4.04 Removal of Personalty. Upon the expiration of the Lease Term, and if Tenant is not then in breach hereof, Tenant may remove from the Property all personal property belonging to Tenant. Tenant shall repair any damage caused by such removal and shall leave the Property clean and in good and working condition and repair inside and out, subject to normal wear and tear. Any property of Tenant left on the Property following the expiration of the Lease Term shall, at Landlord’s option, be deemed abandoned by Tenant and title thereto shall automatically and immediately vest in Landlord. Section 4.05 Existing Personalty. To the extent that there is any furniture, trade fixtures, equipment or other personal property located upon the Property as of the Landlord Delivery Date (collectively, the “Existing Personalty”), such Existing Personalty is the property of Tenant, and (a) Tenant shall maintain insurance on the Existing Personalty pursuant to and in accordance with the provisions of Section 7.03 below; and (b) Tenant may utilize such Existing Personalty during the Lease Term; provided, however, that Tenant utilizes such Existing Personalty “AS IS” and “WHERE IS” without representation or warranty of any kind by Landlord, without any claim to ownership thereof, and Tenant shall defend, indemnify, protect and hold the Indemnified Parties harmless from and against any and all Losses resulting from Tenant’s use of the Existing Personalty. Tenant shall maintain and repair such Existing Personalty and upon the expiration or sooner termination of this Lease, at Landlord’s option, Tenant shall either leave the Existing Personalty on the Property in the same condition as of the Landlord Delivery Date, normal wear and tear excepted, or remove the Existing Personalty in the same manner as set forth for Personalty in Section 4.04 above. Section 4.06 Termination. Notwithstanding any present or future law to the contrary, this Lease shall not be terminated by Tenant for any failure of Landlord to perform pursuant to the terms and conditions of this Lease or otherwise for any reason. ARTICLE V RENTAL AND OTHER MONETARY OBLIGATIONS Section 5.01 Base Monthly Rental. Upon the full execution of this Lease, Tenant shall pay Landlord the first installment of Base Monthly Rental, which shall be credited towards the Base Monthly Rental due for the first month of the Lease Term. Commencing on the Lease Commencement Date, during the Lease Term, on or before the first day of each calendar month, Tenant shall pay in advance the Base Monthly Rental then in effect for each such month. If the Lease Commencement Date is a date other than the first day of the month, Tenant shall pay to Landlord on the Lease Commencement Date the Base Monthly Rental prorated by multiplying the Base Monthly Rental by a fraction, the numerator of which is the number of days remaining in the month (including the Lease Commencement Date) for which Rental is being paid, and the denominator of which is the total number of days in such month. Simultaneous with each payment to Landlord of Base Monthly 265 11 PH 2713310.3 Rental, Tenant shall pay to Landlord any applicable state sales tax and any applicable county or local sales tax. Tenant shall also pay to Landlord sales tax on any other payments which are subject to payment of any state or local sales tax, such sales tax payment to be made to Landlord at the same time as the payments subject to sales tax is paid by Tenant. Section 5.02 Base Adjustments. During the Lease Term (including any Extension Term), on the first Adjustment Date and on each Adjustment Date thereafter, the Base Annual Rental then in effect shall increase by an amount equal to the Rental Adjustment. Section 5.03 Monetary Obligations. In addition to Base Annual Rental and Base Monthly Rental, commencing on the Landlord Delivery Date, Tenant shall pay and discharge all sums of money required to be paid or reimbursed by Tenant under this Lease to Landlord, to any party on behalf of Landlord, to any third party or to any Indemnified Party (the obligations described in this sentence are referred to collectively as the “Monetary Obligations”). Tenant shall pay and discharge any Monetary Obligations when the same shall become due, provided that amounts which are billed to Landlord or any third party, but not to Tenant, shall be paid within 15 days after Landlord’s demand for payment thereof or, if later, when the same are due. Landlord shall have the right, but not the obligation, to pay any Monetary Obligation billed to Tenant that Tenant is obligated to pay pursuant to any provision of this Lease if Tenant has not paid when same are due and, in such event, Tenant shall reimburse Landlord for such Monetary Obligation within 15 days after Landlord’s demand for reimbursement. Section 5.04 Rentals To Be Net to Landlord. The Base Annual Rental payable hereunder shall be net to Landlord, so that this Lease shall yield to Landlord the Rentals specified during the Lease Term, and all Costs and obligations of every kind and nature whatsoever relating to the Property (even if an obligation relating to the Property is, pursuant to Legal Requirements or pursuant to a recorded agreement, the obligation of the fee owner of the Property) shall be performed and paid by Tenant, including without limitation, common area maintenance charges, if any, related to the Property. Tenant shall perform all of its obligations under this Lease at its sole cost and expense. All Rent which Tenant is required to pay hereunder shall be the unconditional obligation of Tenant and shall be payable in full when due and payable, without notice or demand. Except as otherwise expressly provided in this Lease, Tenant shall not seek, or be entitled to, any abatement, deduction, deferment, or reduction of the Rent, or set-off against the Rent, nor shall the respective obligations of Landlord and Tenant be otherwise affected by reason of: (a) any Casualty or any Condemnation; (b) the lawful or unlawful prohibition of, or restriction upon, Tenant’s use of the Property, or any portion thereof, or the interference with such use by any Person or by reason of eviction by paramount title; (c) any claim which Tenant may have against Landlord by reason of any default or breach of any warranty by Landlord under this Lease or any other agreement between Landlord and Tenant, or to which Landlord and Tenant are parties; (d) any bankruptcy, insolvency, reorganization, composition, readjustment, liquidation, dissolution, winding up or other proceedings affecting Landlord or any assignee or transferee of Landlord; or (e) any other cause whether similar or dissimilar to any of the foregoing, except as otherwise specifically provided in this Lease. No claimed breach or default on the part of Landlord or Force Majeure Event will justify or excuse Tenant’s failure to make payment of Rent when due and payable. 266 12 PH 2713310.3 Section 5.05 ACH Authorization. Payments of the Base Monthly Rental, impound payments (if any), sales tax or real property tax (if any), and any other Monetary Obligations shall be transferred by Automated Clearing House Debit initiated by Tenant from an account established by Tenant at a United States bank or other financial institution in accordance with the wiring instructions attached hereto as Exhibit C, or to such other account as Landlord may designate. Tenant shall continue to pay all Rental and other Monetary Obligations by Automated Clearing House Debit unless otherwise directed by Landlord. Notwithstanding the foregoing, upon 30 days’ prior written notice, Landlord shall be permitted to require that Tenant pay Rent via alternative methods of payment, as determined by Landlord in Landlord’s sole discretion. Section 5.06 Late Charges; Default Interest. Any delinquent payment of Base Monthly Rental shall, in addition to any other remedy of Landlord, incur a late charge of five percent (5%) (which late charge is intended to compensate Landlord for the cost of handling and processing such delinquent payment and should not be considered interest) and bear interest at the Default Rate, such interest to be computed from and including the date such payment was due through and including the date of the payment; provided, however, in no event shall Tenant be obligated to pay a sum of late charge and interest higher than the maximum legal rate then in effect. Any payment or reimbursement of a Monetary Obligation which is not paid to Landlord by Tenant on or prior to the date such payment or reimbursement is due to Landlord shall bear interest at a rate of interest per annum equal to the Default Rate. Section 5.07 Holdover. If Tenant remains in possession of the Property after the expiration of the term hereof, Tenant, at Landlord’s option and within Landlord’s sole discretion, may be deemed a tenant on a month to month basis and shall continue to pay Rentals and Monetary Obligations in the amounts herein provided, except that the Base Monthly Rental shall be automatically increased to one hundred fifty percent (150%) of the last Base Monthly Rental payable under this Lease, and Tenant shall comply with all the terms of this Lease; provided that nothing herein nor the acceptance of Rental by Landlord shall be deemed a consent to such holding over. Tenant shall defend, indemnify, protect and hold the Indemnified Parties harmless from and against any and all Losses resulting from Tenant’s failure to surrender possession upon the expiration of the Lease Term, including, without limitation, any claims made by any succeeding lessee. Section 5.08 Security Deposit. Tenant has deposited or concurrently herewith is depositing with Landlord the sum set forth in Section 2.11 as security for the full and faithful performance of every provision of this Lease to be performed by Tenant. If Tenant breaches any provision of this Lease, including but not limited to the payment of rent, Landlord may use all or any part of this Security Deposit for the payment of any rent or any other sums in default, or to compensate Landlord for any other loss or damage which Landlord may suffer by reason of Tenant’s default. If any portion of said deposit is so used or applied, Tenant shall, within ten (10) days after written demand therefor, deposit cash with Landlord in an amount sufficient to restore the Security Deposit to its full amount. Tenant agrees that Landlord shall not be required to keep the Security Deposit in trust, segregate it or keep it separate from Landlord’s general funds, but Landlord may commingle the Security Deposit with its general funds and Tenant shall not be entitled to interest on such deposit. At the expiration of the Term, and provided there exists no default by Tenant hereunder, the Security Deposit or any balance thereof shall be returned to Tenant within 30 calendar days following the expiration date of the 267 13 PH 2713310.3 lease, provided that subsequent to the expiration of this Lease, Landlord may retain from said Security Deposit any and all amounts permitted by law or this Section 5.08. Tenant hereby waives all provisions of law, now or hereafter in effect, which provide that Landlord may claim from a Security Deposit only those sums reasonably necessary to remedy defaults in the payment of rent, to repair damage caused by Tenant or to clean the Property, it being agreed that Landlord may, in addition, claim those sums specified in this Section 5.08, and all of Landlord’s damages under this Lease and/or those sums reasonably necessary to compensate Landlord for any other loss or damage, foreseeable or unforeseeable, caused by the acts or omissions of Tenant or any officer, employee, agent, contractor or invitee of Tenant. Section 5.09 Percentage Rental. Commencing on the Effective Date, and continuing for the Lease Term (including any Extension Term) in addition to the Base Annual Rental, Tenant shall pay to Landlord additional rent in an amount equal to five percent (5%) of the quarterly Gross Sales (as defined below) in excess of the natural breakpoint of the then applicable Base Annual Rental (“Percentage Rental”), payable in arrears on February 1, May 1, August 1, and November 1 of each year during the Lease Term but reconciled as provided below for the Percentage Rent Year. For purposes of this Lease, the term “Gross Sales” shall mean the gross annual sales derived from the Property as such sales are reported to the Minnesota Department of Revenue during each calendar quarter during the Lease Term. Tenant’s annual Gross Sales shall be calculated for a lease year commencing on July 1 and ending on June 30 during the Lease Term (a “Percentage Rent Year”). On or before July 31 of each Percentage Rent Year, Tenant shall deliver to Landlord a statement of its annual Gross Sales for such Percentage Rent Year, certified by Tenant as true and correct, along with the total amount of Percentage Rental paid by Tenant for such Percentage Rent Year. In the event Tenant has underpaid Percentage Rental, as applicable, for such Percentage Rent Year, then Tenant shall pay any deficiency to Landlord within ten (10) days after delivery of the annual Gross Sales statement. Any excess Percentage Rental shall be credited to the next due payment of Base Monthly Rental. Along with Tenant’s payment of Percentage Rental, Tenant shall deliver to Landlord a statement of all monthly Gross Sales for the month in which the payment of Percentage Rental applies, certified by Tenant as true and correct. Landlord shall have the right upon not less than 10 days’ prior notice to Tenant, to audit Tenant’s records of Gross Sales to confirm the amount of Gross Sales received by Tenant during the Percentage Rent Year, as applicable. The cost of any such audit by Landlord shall be at Landlord’s expense, except if (a) any such audit discloses that Tenant has understated Gross Sales for the applicable Percentage Rent Year by more than three percent (3%), (b) Landlord is entitled to additional Percentage Rental as a result of such understatement and (c) Tenant, acting reasonably and in good faith, does not dispute the results of Landlord’s audit by notice thereof to Landlord within ten (10) days after receipt of a copy of such audit, in which case Tenant shall within ten (10) days after demand pay to Landlord the reasonable cost of such audit, not to exceed $1,000. Tenant shall, in any event, pay Landlord the amount of any deficiency in Percentage Rental disclosed by such audit if Tenant does not dispute the results of Landlord’s audit. ARTICLE VI REPRESENTATIONS AND WARRANTIES OF TENANT The representations and warranties of Tenant contained in this ARTICLE VI are being made to induce Landlord to enter into this Lease, and Landlord has relied, and will continue to rely, upon such representations and warranties. Tenant represents and warrants to Landlord as follows: 268 14 PH 2713310.3 Section 6.01 Organization, Authority and Status of Tenant. Tenant has been duly organized or formed, is validly existing and in good standing under the laws of the State of Minnesota and is qualified as a foreign limited liability company to do business in any jurisdiction where such qualification is required. All necessary limited liability company action has been taken to authorize the execution, delivery and performance by Tenant of this Lease and of the other documents, instruments and agreements provided for herein, including without limitation, the Transaction Documents. Tenant is not, and if Tenant is a “disregarded entity,” the owner of such disregarded entity is not, a “nonresident alien,” “foreign corporation,” “foreign partnership,” “foreign trust,” “foreign estate,” or any other “person” that is not a “United States Person” as those terms are defined in the Code and the regulations promulgated thereunder. Tenant has full right and authority to execute and deliver this Lease, and each Person who has executed this Lease on behalf of Tenant is duly authorized to do so. Section 6.02 Enforceability. This Lease constitutes the legal, valid and binding obligation of Tenant, enforceable against Tenant in accordance with its terms. Section 6.03 Property Condition. Tenant has physically inspected the Property and has found all of the same satisfactory in all respects for all of Tenant’s purposes. Section 6.04 Litigation. There are no suits, actions, proceedings or investigations pending, or to the best of its knowledge, threatened against or involving any Tenant Entity or the Property before any arbitrator or Governmental Authority which might reasonably result in any Material Adverse Effect. Section 6.05 Absence of Breaches or Defaults. Tenant is not in default under any document, instrument or agreement to which Tenant is a party or by which Tenant, the Property or any of Tenant’s property is subject or bound, which has had, or could reasonably be expected to result in, a Material Adverse Effect. The authorization, execution, delivery and performance of this Lease and the documents, instruments and agreements provided for herein will not result in any breach of or default under any document, instrument or agreement to which Tenant is a party or by which Tenant, the Property or any of Tenant’s property is subject or bound. Section 6.06 Licenses and Permits. Tenant has obtained all required licenses and permits, both governmental and private, to use and operate the Property as a Permitted Facility. Section 6.07 Financial Condition; Information Provided to Landlord. The financial statements, all financial data and all other documents and information heretofore delivered to Landlord by or with respect to the Tenant Entities and the Property in connection with this Lease or relating to the Tenant Entities or the Property is true, correct and complete in all material respects; there have been no amendments thereto since the date such items were prepared or delivered to Landlord; all financial statements fairly present as of the date thereof the financial condition of each individual or entity to which they pertain; and no change has occurred to any such financial statements, financial data, documents and 269 15 PH 2713310.3 other information not disclosed in writing to Landlord, which has had, or could reasonably be expected to result in, a Material Adverse Effect. Section 6.08 Compliance With OFAC Laws. None of the Tenant Entities or Subtenants, and no individual or entity owning directly or indirectly any interest in any of the Tenant Entities or Subtenants, is an individual or entity with whom U.S. persons or entities are restricted from doing business under any OFAC Laws or is otherwise in violation of any OFAC Laws and will not transfer this Lease to, contract with, or otherwise engage in any dealings or transactions or otherwise be associated with such persons or entities; provided, however, that the representation contained in this sentence shall not apply to any Person to the extent such Person’s interest is in or through a U.S. Publicly Traded Entity. Section 6.09 Solvency. There is no contemplated, pending or threatened Insolvency Event or similar proceedings, whether voluntary or involuntary, affecting Tenant or Guarantor, or to the best of Tenant’s knowledge, its respective shareholders members, partners or Affiliates. Tenant does not have unreasonably small capital to conduct its business. Section 6.10 Ownership. No Person that actually or constructively owns ten percent (10%) or more of the outstanding capital stock of Landlord owns, directly or indirectly, (a) ten percent (10%) or more of the total combined voting power of all classes of voting capital stock of Tenant, or (b) ten percent (10%) or more of the total value of all classes of capital stock of Tenant. Section 6.11 Disclaimer of Warranties. TENANT ACKNOWLEDGES THAT LANDLORD (WHETHER ACTING AS LANDLORD HEREUNDER OR IN ANY OTHER CAPACITY) AND THE OTHER LANDLORD ENTITIES HAVE NOT MADE AND WILL NOT MAKE, NOR SHALL LANDLORD OR ANY OF THE LANDLORD ENTITIES BE DEEMED TO HAVE MADE, ANY WARRANTY OR REPRESENTATION, EXPRESS OR IMPLIED, WITH RESPECT TO THE PROPERTY, INCLUDING ANY WARRANTY OR REPRESENTATION AS TO (i) ITS FITNESS, DESIGN OR CONDITION FOR ANY PARTICULAR USE OR PURPOSE, (ii) THE QUALITY OF THE MATERIAL OR WORKMANSHIP THEREIN, (iii) THE EXISTENCE OF ANY DEFECT, LATENT OR PATENT, (iv) LANDLORD’S TITLE THERETO, (v) VALUE, (vi) COMPLIANCE WITH SPECIFICATIONS, (vii) LOCATION, (viii) USE, (ix) CONDITION, (x) MERCHANTABILITY, (xi) QUALITY, (xii) DESCRIPTION, (xiii) DURABILITY, (xiv) OPERATION, INCOME, EXPENSES, ENTITLEMENTS OR ZONING, (xv) THE EXISTENCE OF ANY HAZARDOUS MATERIALS, RELEASE OR VIOLATION OF HAZARDOUS MATERIALS LAWS, OR (xvi) COMPLIANCE OF THE PROPERTY WITH ANY LAW OR LEGAL REQUIREMENT; AND ALL RISKS INCIDENT THERETO ARE TO BE BORNE BY TENANT. TENANT ACKNOWLEDGES THAT THE PROPERTY IS OF ITS SELECTION AND TO ITS SPECIFICATIONS AND THAT THE PROPERTY HAS BEEN INSPECTED BY TENANT AND IS SATISFACTORY TO IT. IN THE EVENT OF ANY DEFECT OR DEFICIENCY IN THE PROPERTY OF ANY NATURE, WHETHER LATENT OR PATENT, LANDLORD AND ALL OTHER LANDLORD ENTITIES SHALL NOT HAVE ANY RESPONSIBILITY OR LIABILITY WITH RESPECT THERETO OR FOR ANY INCIDENTAL OR CONSEQUENTIAL DAMAGES (INCLUDING STRICT LIABILITY IN TORT). THE PROVISIONS OF THIS SECTION 6.11 HAVE BEEN NEGOTIATED, AND ARE INTENDED TO BE A COMPLETE EXCLUSION AND NEGATION OF ANY WARRANTIES BY 270 16 PH 2713310.3 LANDLORD OR ANY LANDLORD ENTITY, EXPRESS OR IMPLIED, WITH RESPECT TO THE PROPERTY, ARISING PURSUANT TO THE UNIFORM COMMERCIAL CODE OR ANY OTHER LAW NOW OR HEREAFTER IN EFFECT OR ARISING OTHERWISE. ARTICLE VII TAXES AND ASSESSMENTS; UTILITIES; INSURANCE Section 7.01 Taxes. (a) Payment. Subject to the provisions of this Article VII, commencing on the Landlord Delivery Date, Tenant shall pay directly to the applicable taxing authority, whether federal, state, county or municipal—prior to the earlier of delinquency or the accrual of interest on the unpaid balance—all taxes, assessments, charges or fees of every type or nature assessed against, imposed upon or arising with respect to the Property, this Lease, Tenant, Landlord, the activities of the parties hereunder, or the rental or other payments due under this Lease during the Lease Term, including, without limitation (collectively, the “Taxes”): (i) All real estate taxes and general or special assessments or impositions in lieu thereof upon the Property or any part thereof and upon any personal property, trade fixtures and improvements located on the Property, whether belonging to Landlord or Tenant, or any tax or charge levied in lieu of such taxes and assessments; (ii) Any and all assessments and charges from any applicable property owner’s association under any restrictive covenant, declaration of covenants, restrictions and easements or other private agreement now or hereafter attributable to the Property (or their operation); (iii) all taxes, rollback taxes, charges, license fees and or similar fees imposed by reason of the use of the Property by Tenant or any subtenant or employee, agent, contractor, subcontractor, licensee or invitee thereof; (iv) all excise, franchise, transaction, privilege, license, sales, use and other taxes upon the Rent or other payments due hereunder (excluding federal and state taxes on net income of Landlord), the leasehold estate of either party or the activities of either party pursuant to this Lease, which such taxes shall be paid to Landlord simultaneously with any payment to Landlord of Base Monthly Rental or a Monetary Obligations, as the case may be. However, if in lieu of or in addition to the whole or any part of any Taxes, there is levied on Landlord a gross receipts, franchise tax, margin tax, fee, assessment, or charge of any kind or nature based, in whole or in part, upon such rents or revenues for the Property, then all such taxes, fees, assessments, or charges, or the part thereof so based, shall be deemed to be included within the term “Taxes” for purposes hereof. Within 30 days after each tax and assessment payment required by this Section 7.01 is to be paid, Tenant shall, upon prior written request of Landlord, provide Landlord with evidence reasonably satisfactory to Landlord that such payment was made in full and in a timely fashion. (b) Reserves. Notwithstanding any provision contained in this Lease to the contrary, in the event that Tenant fails to pay Taxes as required herein, or upon the occurrence of any other Event of Default, Landlord shall have the right, upon written notice to Tenant and without waiving any default, to require Tenant to pay to Landlord on the first day of each month after such notice (or commencing on the date specified in the notice), an amount equal to Landlord’s reasonable 271 17 PH 2713310.3 estimate of the total of all Taxes for the ensuing 12 month period or part thereof, divided by the number of months therein (the “Tax Reserve”). Landlord may, from time to time, re-estimate the Tax Reserve due by Tenant, following which the monthly installment of the Tax Reserve payable by Tenant shall be appropriately adjusted. Landlord shall, upon prior written request of Tenant, provide Tenant with evidence reasonably satisfactory to Tenant that payment of such Taxes was made in a timely fashion. In the event that the Tax Reserve does not contain sufficient funds to timely pay any such Taxes, upon Landlord’s written notification thereof, Tenant shall, within five Business Days of such notice, provide funds to Landlord in the amount of such deficiency. Landlord shall pay or cause to be paid directly to the applicable taxing authorities any such Taxes then due and payable for which there are funds in the Tax Reserve; provided, however, that in no event shall Landlord be obligated to pay any such Taxes in excess of the funds held in the Tax Reserve, and Tenant shall remain liable for any and all such Taxes, including fines, penalties, interest or additional costs imposed by any taxing authority (unless incurred as a result of Landlord’s failure to timely pay such Taxes for which it had funds in the Tax Reserve). Tenant shall cooperate fully with Landlord in assuring that such Taxes are timely paid. Landlord may deposit all Tax Reserve funds in accounts insured by any federal or state agency and may commingle such funds with other funds and accounts of Landlord. Interest or other gains from such funds, if any, shall be the sole property of Landlord. Upon an Event of Default, in addition to any other remedies, Landlord may apply all Tax Reserve funds against any sums due from Tenant to Landlord. Landlord shall give to Tenant an annual accounting showing all credits and debits to and from such Tax Reserve funds received from Tenant. (c) Right to Contest. Tenant may, at its own expense, contest or cause to be contested (in the case of any item involving more than $10,000.00, after prior written notice to Landlord), by appropriate legal proceedings conducted in good faith and with due diligence, any above described Tax or lien with respect thereto (excluding, however, the right to contest Taxes described in Section 7.01(a)(iv)), including, without limitation, the amount or validity or application, in whole or in part, of any such Tax, provided that (i) neither the Property nor any interest therein would be in any danger of being sold, forfeited or lost by reason of such proceedings; (ii) no Event of Default has occurred; (iii) Tenant posts a bond or takes other steps acceptable to Landlord that remove such lien or stay enforcement thereof; (iv) Tenant shall promptly provide Landlord with copies of all notices received or delivered by Tenant and filings made by Tenant in connection with such proceeding; and (v) upon termination of such proceedings, it shall be the obligation of Tenant to pay the amount of any such tax and assessment or part thereof as finally determined in such proceedings, the payment of which may have been deferred during the prosecution of such proceedings, together with any costs, fees (including attorneys’ fees and disbursements), interest, penalties or other liabilities in connection therewith. Section 7.02 Utilities. Commencing on the Landlord Delivery Date, Tenant shall, at its sole cost and expense and in its own name, contract for and pay when due all charges, including taxes, penalties, surcharges, connection fees, 272 18 PH 2713310.3 maintenance charges and the like, for the connection and use of water, gas, electricity, telephone, garbage collection, sewer use and other utility services supplied to the Property during the Lease Term. Under no circumstances shall Landlord be responsible for any interruption or failure of any utility service, nor shall any interruption or failure of any utility service render Landlord liable for damages, be deemed a constructive eviction of Tenant, or entitle Tenant to any abatement of Tenant’s obligations hereunder. Section 7.03 Insurance. (a) Coverage. Commencing on the Landlord Delivery Date and throughout the Lease Term, Tenant shall maintain, with respect to the Property, at Tenant’s sole expense, the following types and amounts of insurance, in addition to such other insurance as Landlord may reasonably require from time to time: (i) Insurance against loss or damage to the Property, including, without limitation, the USTs, if any, and Existing Personalty under a special cause of loss insurance policy, which shall include coverage against all risks of direct physical loss, including but not limited to loss by fire, lightning, wind, terrorism, and other risks normally included in the standard ISO special form (and which shall also include (1) National Flood and Excess Flood insurance if the Property is located within a 100-year floodplain (FEMA Zones A and V) and (2) earthquake insurance if the Property is located within a moderate to high earthquake hazard zone as determined by an approved insurance company set forth in Section 7.03(b)(x) below). Such policy shall also include coverage for ordinance or law covering the loss of value of the undamaged portion of the Property, costs to demolish and the increased costs of construction if any of the improvements located on, or the use of, the Property shall at any time constitute legal non-conforming structures or uses. Ordinance or law limits shall be in an amount equal to the full replacement cost for the loss of value of the undamaged portion of the Property (Coverage A) and no less than 25% of the replacement cost for costs to demolish and the increased cost of construction (Coverages B and C), or in an amount otherwise specified by Landlord. Such insurance shall be in amounts sufficient to prevent Landlord from becoming a co-insurer under the applicable policies, and in any event, after application of deductible, in amounts not less than 100% of the full insurable replacement cost values and sublimits satisfactory to Landlord, as determined from time to time at Landlord’s request but not more frequently than once in any 12-month period. (ii) Commercial general liability insurance, including (a) products and completed operation liability, covering Landlord and Tenant against bodily injury liability, property damage liability, products and completed operations and personal and advertising injury (in an amount not less than $2,000,000.00 per occurrence and $4,000,000.00 general aggregate per location), (b) if the use and occupancy of the Property include any activity or matter that is or may be excluded from coverage under a commercial general liability policy [e.g., the sale, service or consumption of alcoholic beverages], Tenant shall obtain such endorsements to the commercial general liability policy or otherwise obtain insurance to insure all liability arising from such activity or matter [including liquor liability, garagekeepers liability or bailee customers personal property, if applicable] in such amounts as Landlord may reasonably require, including without limitation any liability arising out of the ownership, maintenance, repair, condition or operation of the Property or adjoining ways, streets, parking lots or sidewalks. The commercial general liability policy shall contain a broad form contractual liability endorsement under which the insurer agrees to insure Tenant’s obligations under ARTICLE XI hereof to the extent insurable, and a “severability of interest” clause or endorsement which precludes the insurer from denying 273 19 PH 2713310.3 the claim of Tenant or Landlord because of the negligence or other acts of the other, shall be in amounts of not less than $2,000,000.00 per occurrence for bodily injury and property damage, and $4,000,000.00 general aggregate per location, together with Excess or Umbrella liability with a limit of not less than $5,000,000 (which shall provide coverage excess of the commercial general liability, auto liability and employers’ liability), or such higher limits as Landlord may reasonably require from time to time, and shall be of form and substance satisfactory to Landlord. (iii) Statutory workers’ compensation insurance and Employers Liability insurance in the amount of $1,000,000 covering all persons employed by Tenant on the Property in connection with any work done on or about the Property for which claims for death or bodily injury could be asserted against Landlord, Tenant or the Property. (iv) Rental value insurance, equal to 100% of the Base Annual Rental (as the same may adjusted hereunder) for a period of not less than 12 months basic period plus a six month extended period of indemnity, which insurance shall be carved out of Tenant’s business interruption coverage for a separate rental value insurance payable to Landlord, or if rental value insurance is included in Tenant’s business interruption coverage, the insurer shall provide priority payment to any rent obligations, and such obligations shall be paid directly to Landlord. Such insurance is to follow form of the special cause of loss coverage and is not to contain a co insurance clause. (v) Equipment Breakdown insurance against loss or damage from explosion of equipment, if any, located in or about the Property and in an amount equal to the lesser of 25% of the 100% replacement cost of the Property or $5,000,000.00. (vi) Automobile liability insurance in an amount not less than $1,000,000 per occurrence covering all owned, hired and non-owned vehicles used by Tenant in conducting its business. (vii) Builder’s Risk Insurance in an amount not less than $50,000 per occurrence, but only prior to the commencement of and during the construction of any permitted rehabilitation, replacement, reconstruction, restoration, renovation or alteration of the Property, and only to the extent that such coverage is not being maintained by Tenant’s contractor(s) pursuant to a policy or polices reasonably acceptable to Landlord. (viii) If, at any time during the Lease Term, in the opinion of Landlord or Lender, a reasonable basis exists to believe that an environmental violation or any condition that could reasonably be expected to result in any environmental violation exists, Landlord shall have the right to obtain an Environmental Policy and Tenant shall pay 100% of the premiums therefore within 10 days after Landlord bills Tenant for the same; and (ix) Such additional and/or other insurance and in such amounts as at the time is customarily carried by prudent owners or tenants with respect to improvements and personal property similar in character, location and use and occupancy to the Property. (b) Insurance Provisions. All insurance policies shall: (i) Provide: 274 20 PH 2713310.3 (A) for a waiver of subrogation by the insurer as to claims against Landlord, its employees and agents; (B) that the insurer shall not deny a claim and that such insurance cannot be unreasonably cancelled, invalidated or suspended on account of the conduct of Tenant, its officers, directors, employees or agents, or anyone acting for Tenant or any Subtenant or other occupant of the Property; and (C) that any losses otherwise payable thereunder shall be payable notwithstanding any act or omission of Landlord or Tenant which might, absent such provision, result in a forfeiture of all or a part of such insurance payment; (ii) be primary and provide that any “other insurance” clause in the insurance policy shall exclude any policies of insurance maintained by Landlord and the insurance policy shall not be brought into contribution with insurance maintained by Landlord; (iii) contain deductibles not to exceed $25,000.00; (iv) contain a standard non contributory mortgagee clause or endorsement in favor of any Lender designated by Landlord; (v) provide that the policy of insurance shall not be terminated, cancelled or amended without at least 30 days’ prior written notice to Landlord and to any Lender covered by any standard mortgagee clause or endorsement; (vi) provide that the insurer shall not have the option to restore the Property if Landlord elects to terminate this Lease in accordance with the terms hereof; (vii) be in amounts sufficient at all times to satisfy any coinsurance requirements thereof; (viii) except for workers’ compensation insurance referred to in Section 7.03(a)(iii) above, name Landlord, The RMR Group LLC, and any Landlord Affiliate or Lender requested by Landlord, as an “additional insured” with respect to general liability insurance, and as a “loss payee” with respect to all real property, Existing Personalty and rental value insurance, as appropriate and as their interests may appear; (ix) be evidenced by delivery to Landlord and any Lender designated by Landlord of an Acord Form 28 for property, rental value and equipment breakdown coverage (or any other form requested by Landlord) and an Acord Form 25 for commercial general liability, automobile, workers’ compensation and umbrella coverage (or any other form requested by Landlord); provided that in the event that either such form is no longer available, such evidence of insurance shall be in a form reasonably satisfactory to Landlord and any Lender designated by Landlord; and (x) be issued by insurance companies licensed to do business in the state where the Property is located and which are rated A:VIII or better by Best’s Insurance Guide or are otherwise approved by Landlord. (c) Additional Obligations. It is expressly understood and agreed that 275 21 PH 2713310.3 (i) if any insurance required hereunder, or any part thereof, shall expire, be withdrawn, become void by breach of any condition thereof by Tenant, or become void or in jeopardy by reason of the failure or impairment of the capital of any insurer, Tenant shall immediately obtain new or additional insurance reasonably satisfactory to Landlord and any Lender designated by Landlord; (ii) the minimum limits of insurance coverage set forth in this Section 7.03 shall not limit the liability of Tenant for its acts or omissions as provided in this Lease; (iii) Tenant shall procure policies for all insurance for periods of not less than one year. (iv) Prior to the Landlord Delivery Date and at least 15 days prior to each insurance renewal, Tenant shall provide to Landlord and any servicer or Lender of Landlord certificates of insurance or, upon Landlord’s request, duplicate originals of insurance policies or endorsements evidencing that insurance satisfying the requirements of this Lease is in effect at all times; (v) Tenant shall pay as they become due all premiums for the insurance required by this Section 7.03; (vi) in the event any insurance policy required to be maintained by Tenant hereunder contains any breach of warranty provisions, Tenant shall not cause any violations of the policy warranties, declarations or conditions in such policy; and (vii) in the event that Tenant fails to comply with any of the requirements set forth in this Section 7.03, within 10 days of the giving of written notice by Landlord to Tenant, (A) Landlord shall be entitled to procure such insurance; and (B) any sums expended by Landlord in procuring such insurance shall be a Monetary Obligation (and not Rental) and shall be repaid by Tenant, together with interest thereon at the Default Rate, from the time of payment by Landlord until fully paid by Tenant immediately upon written demand therefor by Landlord. (d) Blanket Policies. Notwithstanding anything to the contrary in this Section 7.03, any insurance which Tenant is required to obtain pursuant to this Section 7.03 may be carried under a “blanket” policy or policies covering other properties or liabilities of Tenant provided that coverage is on a per location aggregate basis and such “blanket” policy or policies otherwise comply with the provisions of this Section 7.03. (e) Change in Operation. Landlord reserves the right to require additional and/or other insurance if there is a change in operation or use of the Property. 276 22 PH 2713310.3 ARTICLE VIII MAINTENANCE; ALTERATIONS Section 8.01 Condition of Property; Maintenance. Tenant hereby accepts the Property “AS IS” and “WHERE IS” with no representation or warranty of Landlord as to the condition thereof. Tenant shall, at its sole cost and expense, be responsible for: (a) keeping the HVAC and other electrical and mechanical systems erected on the Property in good order and repair, free from actual or constructive waste; (b) keeping all of the building, structures and improvements erected on the Property, including the roof, in good order and repair, free from actual or constructive waste; (c) all grass cutting and landscape maintenance, repair and replacement on the Property; (d) the repair or reconstruction of any building, parking lot, structures or improvements erected on the Property damaged or destroyed by a Casualty; (e) subject to Section 8.02, making all necessary non-structural, exterior and interior repairs and replacements to any building, structures or improvements erected on the Property, including without limitation, completion of the repairs described on the Physical Condition Assessment schedule attached hereto as Exhibit E; (f) operating the Property in compliance with all industry, and, if applicable, franchise standards and requirements; and (g) paying all operating costs of the Property in the ordinary course of business. Tenant waives any right to require Landlord to maintain, repair or rebuild all or any part of the Property or make repairs at the expense of Landlord pursuant to any Legal Requirements at any time in effect. Section 8.02 Alterations and Improvements. During the Lease Term, Tenant shall not alter the exterior, structural, plumbing or electrical elements of the Property in any manner without the consent of Landlord, which consent shall not be unreasonably withheld or conditioned; provided, however, Tenant may undertake nonstructural alterations to the Property costing less than $10,000.00 in any single instance or series of related instances performed within a six- month period without Landlord’s prior written consent. No USTs may be installed at the Property and Tenant shall not remove any UST, in either case without Landlord’s prior written consent, which may be withheld in Landlord’s sole and absolute discretion. If Landlord’s consent is required hereunder and Landlord consents to the making of any such alterations, the same shall be made by Tenant at Tenant’s sole expense by a licensed contractor and according to plans and specifications approved by Landlord and subject to such other conditions as Landlord shall reasonably require. Any work at any time commenced by Tenant on the Property shall be prosecuted diligently to completion, shall be of good workmanship and materials and shall comply fully with all the terms of this Lease and all Legal Requirements. Upon completion of any alterations costing $10,000.00 or more in any single instance or series of related instances performed within a six-month period, Tenant shall promptly provide Landlord with evidence of full payment to all laborers and materialmen contributing to the alterations. Additionally, upon completion of any alterations, Tenant shall promptly provide Landlord with: 277 23 PH 2713310.3 (a) an architect’s certificate certifying that the alterations were completed in conformity with the plans and specifications (if the alterations are of such a nature as would require the issuance of such a certificate from the architect); (b) a certificate of occupancy (if the alterations are of such a nature as would require the issuance of a certificate of occupancy); and (c) any other documents or information reasonably requested by Landlord. Tenant shall keep the Property free from any liens arising out of any work performed on, or materials furnished to, the Property. Tenant shall execute and file or record, as appropriate, a “Notice of Non Responsibility,” or any equivalent notice permitted under applicable Law in the state where the Property is located which provides that Landlord is not responsible for the payment of any costs or expenses relating to the additions or alterations. Any addition to or alteration of the Property shall be deemed a part of the Property and belong to Landlord, and Tenant shall execute and deliver to Landlord such instruments as Landlord may require to evidence the ownership by Landlord of such addition or alteration. Section 8.03 Encumbrances. During the Lease Term, Landlord shall have the right to grant easements or other encumbrances on, over, under and above the Property or enter into easements benefitting the Property without the prior consent of Tenant, provided that such easements will not materially interfere with Tenant’s use of the Property. Tenant shall comply with and perform all obligations of Landlord, at Tenant’s sole cost and expense, under all easements, declarations, covenants, restrictions, lease agreements, and other items of record now or hereafter encumbering the Property or benefitting the Property (including the payment of any sums due thereunder), whether performable prior to or during the Lease Term, including, without limitation, all insurance requirements and maintenance obligations, regardless of whether any such requirements exceed the requirements otherwise set forth in this Lease. Without Landlord’s prior written consent, Tenant shall not grant any easements on, over, under or above the Property. ARTICLE IX USE OF THE PROPERTY; COMPLIANCE Section 9.01 Use. During the Lease Term, the Property shall be used solely for the operation of a Permitted Facility. Except during periods when the Property is untenantable due to Casualty or Condemnation (and provided that Tenant continues to strictly comply with the other terms and conditions of this Lease), Tenant shall at all times during the Lease Term occupy the Property and shall diligently operate (as presently conducted) its business on the Property. Section 9.02 Alternative Use. Tenant shall not, by itself or through any assignment, sublease or other type of transfer, convert the Property to an alternative use during the Lease Term without Landlord’s prior written consent, which consent shall not be unreasonably withheld; provided, however, that Landlord’s consent shall not be deemed unreasonably withheld if Landlord’s decision is based on any or all of the following: (a) whether the rental paid to Landlord would be equal to or greater than the anticipated rental assuming continued existing use; 278 24 PH 2713310.3 (b) whether the proposed rental to be paid to Landlord is reasonable considering the converted use of the Property and the customary rental prevailing in the community for such use; (c) whether the converted use will be consistent with the highest and best use of the Property; (d) whether the converted use will increase Landlord’s risks or decrease the value of the Property; (e) whether the converted use will be permitted under applicable zoning requirements, any recorded or unrecorded restrictions affecting the Property, or any Laws; (f) whether the converted use will adversely affect Landlord’s status as a REIT; and (g) whether Landlord is able to obtain approval of its Lender to any such change in use. Section 9.03 Compliance. The use and occupation of the Property (whether by Tenant or any Subtenant), and the condition thereof, shall, at Tenant’s sole cost and expense, comply fully with all Legal Requirements and all restrictions, covenants and encumbrances of record (even if an obligation relating to the Property is, pursuant to Legal Requirements or pursuant to a recorded agreement, the obligation of the fee owner of the Property), and any owner obligations under such Legal Requirements, or restrictions, covenants and encumbrances of record, with respect to the Property. Without in any way limiting the foregoing provisions, Tenant shall comply with all Legal Requirements, including those relating to anti terrorism, trade embargos, economic sanctions, Anti-Money Laundering Laws, and the Disabilities Act, as it affects the Property now or hereafter in effect. Upon Landlord’s written request from time to time during the Lease Term, Tenant shall certify in writing to Landlord that Tenant’s representations, warranties and obligations under Article VI and this Section 9.03 remain true and correct and have not been breached. Tenant shall immediately notify Landlord in writing if any of such representations, warranties or covenants are no longer true or have been breached or if Tenant has a reasonable basis to believe that they may no longer be true or have been breached. In connection with such an event, Tenant shall (and shall cause each Subtenant to) comply with all Legal Requirements and directives of Governmental Authorities and, at Landlord’s request, provide to Landlord copies of all notices, reports and other communications exchanged with, or received from, Governmental Authorities relating to such an event. Tenant shall also reimburse Landlord for all Costs incurred by Landlord in evaluating the effect of such an event on the Property and this Lease, in obtaining any necessary license from Governmental Authorities as may be necessary for Landlord to enforce its rights under the Transaction Documents, and in complying with all Legal Requirements applicable to Landlord as the result of the existence of such an event and for any penalties or fines imposed upon Landlord as a result thereof. Tenant will use its best efforts to prevent any act or condition to exist on or about the Property which will materially increase any insurance rate thereon, except when such acts are required in the normal course of its business and Tenant shall pay for such increase. Tenant will defend, indemnify and hold harmless the Indemnified Parties from and against any and all Losses caused by, incurred or resulting from Tenant’s failure to comply with its obligations under this Section. Section 9.04 Environmental. (a) Covenants. 279 25 PH 2713310.3 (i) Tenant covenants to Landlord and Environmental Insurer during the Lease Term, subject to the limitations of subsection (ii) below, as follows: (A) The Property, Tenant and any Subtenant shall not be in violation of any investigation or inquiry by any Governmental Authority. (B) All uses and operations on or of the Property, whether by Tenant, Subtenant or any other Person, shall be in compliance with all Environmental Laws and permits issued pursuant thereto. (C) There shall be no Releases in, on, under or from the Property, except in Permitted Amounts. (D) There shall be no Hazardous Materials, Regulated Substances or USTs in, on or under the Property, except in Permitted Amounts. (E) Tenant shall keep the Property or cause the Property to be kept free and clear of all liens and other encumbrances imposed pursuant to any Environmental Law (“Environmental Liens”), whether due to any act or omission of Tenant, Subtenant or any other Person. (F) Tenant shall not do or allow any Subtenant or other user of any part of the Property to do any act that: (1) materially increases the dangers to human health or the environment, (2) poses an unreasonable risk of harm to any Person (whether on or off the Property), (3) has a Material Adverse Effect, (4) is contrary to any material requirement set forth in the insurance policies maintained by Tenant or Landlord, including, without limitation, the Environmental Policy, (5) constitutes a public or private nuisance or constitutes waste, (6) violates any covenant, condition, agreement or easement applicable to the Property, or (7) creates a Threatened Release. (G) Tenant shall, at its sole cost and expense, conduct environmental site investigations and assessments (“Site Assessments”) on the Property in any of the following circumstances: (i) at any other time that, in the opinion of Landlord or Lender, a reasonable basis exists to believe that an environmental violation or any condition that could reasonably be expected to result in any environmental violation exists, and share with Landlord and Environmental Insurer the reports and other results thereof, and Landlord, Environmental Insurer 280 26 PH 2713310.3 and the other Indemnified Parties shall be entitled to rely on such reports and other results thereof. (H) Tenant shall, at its sole cost and expense, fully and expeditiously cooperate in all activities pursuant to this Section 9.04, including but not limited to providing all relevant information and making knowledgeable persons available for interviews. (I) All future subleases relating to the Property entered into by Tenant shall contain covenants of the other party in accordance with Section 9.04 (J) Tenant shall, upon Landlord’s or Environmental Insurer’s written request, deliver to Landlord or Environmental Insurer a certificate stating that Tenant is and has been in full compliance with all of the environmental representations, warranties and covenants in this Lease. (ii) Notwithstanding any provision of this Lease to the contrary, an Event of Default shall not be deemed to have occurred as a result of the failure of Tenant to satisfy any one or more of the covenants set forth in subsections (A) through (F) above provided that Tenant shall be in compliance with the requirements of any Governmental Authority with respect to the discovery or Remediation of any Release at the Property. (b) Notification Requirements. Tenant shall immediately notify Landlord in writing upon Tenant obtaining actual knowledge of, and shall forward to Landlord immediately upon receipt thereof copies of all orders, reports, notices, permits, applications or other communications relating to: (i) any Releases or Threatened Releases in, on, under or from the Property or migrating towards the Property, other than in Permitted Amounts; (ii) any non compliance with any Environmental Laws related in any way to the Property; (iii) any actual or potential Environmental Lien; (iv) any required or proposed Remediation of environmental conditions relating to the Property required by applicable Governmental Authorities; and (v) any written or oral notice or other communication, including but not limited to, notices of violation issued by a Governmental Authority of which Tenant becomes aware from any source whatsoever (including but not limited to a Governmental Authority) relating in any way to Hazardous Materials, Regulated Substances or USTs, a Release or Remediation thereof at or on the Property, other than in Permitted Amounts, possible liability of any Person relating to the Property pursuant to any Environmental Law, other environmental conditions in connection with the Property, or any actual or potential administrative or judicial proceedings in connection with anything referred to in this Section. (vi) Any noncompliance with any of the covenants contained in Section 9.04(a). 281 27 PH 2713310.3 (c) Remediation. Tenant shall, at its sole cost and expense, and without limiting any other provision of this Lease, effectuate any Remediation required by any Governmental Authority of any condition (including, but not limited to, a Release or a Threatened Release) in, on, under or from the Property and take any other reasonable action deemed necessary by any Governmental Authority for protection of human health or the environment. If, in Landlord’s reasonable judgment, the cost of Remediation is likely to exceed $50,000.00, Tenant shall provide to Landlord, within ten (10) days after Landlord’s request therefor, adequate financial assurances that Tenant will effect such remediation in accordance with applicable Environmental Laws. Such financial assurances shall be a bond or letter of credit reasonably satisfactory to Landlord in form and substance and in an amount equal to or greater than Landlord’s reasonable estimate. Should Tenant fail to undertake such Remediation in accordance with the preceding sentence, Landlord, after written notice to Tenant and Tenant’s failure to immediately undertake such Remediation, shall be permitted to complete such Remediation, and all Costs incurred in connection therewith shall be paid by Tenant. Any Cost so paid by Landlord, together with interest at the Default Rate, shall be deemed to be a Monetary Obligation hereunder (and not Rental) and shall be immediately due from Tenant to Landlord. (d) Indemnification. Tenant shall, at its sole cost and expense, protect, defend, indemnify, release and hold harmless each of the Indemnified Parties from and against any and all Losses arising out of or in any way relating to any Environmental Laws, Hazardous Materials, Regulated Substances, USTs, or other environmental matters concerning the Property. (e) Right of Entry. Landlord and any other Person designated by Landlord, including but not limited to Environmental Insurer, if any, any receiver, any representative of a Governmental Authority, and any environmental consultant, shall have the right, but not the obligation, to enter upon the Property at all reasonable times (including, without limitation, in connection with the exercise of any remedies set forth in this Lease) to assess any and all aspects of the environmental condition of the Property and its use, including but not limited to conducting any environmental assessment or audit (the scope of which shall be determined in Landlord’s sole and absolute discretion) and taking samples of soil, groundwater or other water, air, or building materials, and conducting other invasive testing. Tenant shall cooperate with and provide access to Landlord, Environmental Insurer and any other Person designated by Landlord. (f) Inspections. At its sole cost and expense, Tenant shall have the Property inspected as may be required by any Environmental Law for Releases, Threatened Releases, and other environmental concerns. Tenant shall provide Landlord with written certified results of all inspections performed on the Property. All Costs and expenses associated with the inspection, preparation and certification of results shall be paid by Tenant. All inspections and tests performed on the Property shall be in compliance with all Environmental Laws. (g) Survival. The obligations of Tenant and the rights and remedies of Landlord under this Section 9.04, including without limitation the indemnification provisions of Section 9.04(d), shall survive the termination, expiration and/or release of this Lease. (h) Reliance by Environmental Insurer. Tenant acknowledges and agrees that Environmental Insurer may rely on the representations, warranties and covenants set forth in this Section 9.04 of this Lease, that Environmental Insurer is an intended third party beneficiary of such representations, warranties and covenants, and that Environmental Insurer shall have all rights and remedies available at law or in equity as a result of a breach of such representations, warranties and covenants, including to the extent applicable, the right of subrogation. 282 28 PH 2713310.3 ARTICLE X ADDITIONAL COVENANTS Section 10.01 Performance at Tenant’s Expense. Tenant acknowledges and confirms that Landlord may impose reasonable administrative, processing or servicing fees, and collect reasonable attorneys’ fees, costs and expenses incurred by Landlord or its servicer or management company, in connection with: (a) any request by Tenant for release or substitution of the Property, whether or not approved in writing by Landlord; (b) the procurement of consents, waivers and approvals requested by Tenant with respect to the Property or any matter related to this Lease; and (c) the review of any assignment or sublease or proposed assignment or sublease or the preparation or review of any subordination or non-disturbance agreement; Section 10.02 Inspection. Landlord and its authorized representatives shall have the right, at all reasonable times and upon giving twenty-four (24) hours prior notice (except in the event of an emergency, in which case no prior notice shall be required), to enter the Property or any part thereof and inspect the same. Tenant hereby waives any claim for damages for any injury or inconvenience to or interference with Tenant’s business, any loss of occupancy or quiet enjoyment of the Property and any other loss occasioned by such entry, but, subject to Section 11.01, excluding damages arising as a result of the gross negligence or intentional misconduct of Landlord. Section 10.03 Financial Information. (a) Financial Statements. Within 45 days after the end of each fiscal half year (semi- annually), only with respect to the income statements described in subparagraph (ii) below and within 120 days after the end of each fiscal year of Tenant, with respect to the statements described in subparagraphs (i) and (ii) below, or upon request from Landlord to Tenant with such request limited to once per year, Tenant shall deliver to Landlord (via email at SVCTenantfinancials@rmrgroup.com): (i) complete financial statements of the Tenant Entities including a balance sheet, profit and loss statement, statement of changes in financial condition and all other related schedules for the fiscal period then ended; and (ii) income statements for the business at the Property reflecting the business operations at the Property. All such financial statements shall be prepared in accordance with GAAP, and shall be certified to be accurate and complete by an officer or director of each Tenant Entity, shall separately set forth revenue received from Subleases, and shall identify any Subtenant which is in default. Tenant understands that Landlord will rely upon such financial statements and Tenant represents that such reliance is reasonable. In the event that Tenant’s property and business at the Property is ordinarily consolidated with other business for financial statements purposes, such financial statements shall be prepared on a consolidated basis showing separately the sales, profits and losses, assets and liabilities pertaining to the Property with the basis for allocation of overhead of other 283 29 PH 2713310.3 charges being clearly set forth. The financial statements delivered to Landlord need not be audited, but Tenant shall deliver to Landlord copies of any audited financial statements of the Tenant Entities which may be prepared, as soon as they are available. Within 30 days after the end of each fiscal year of Tenant, and upon prior written request by Landlord, Tenant shall deliver such compliance certificate to Landlord as Landlord may reasonably require in order to establish that Tenant is in compliance with all of its obligations, duties and covenants under this Lease. (b) Other Information. Notwithstanding any provision contained herein, upon request at any time, Tenant will provide to Landlord any and all financial information and/or financial statements (and in the form or forms) requested by Landlord in connection with Landlord’s filings with or disclosures to any Governmental Authority, including, without limitation, the financial statements required in connection with Securities and Exchange Commission filings by Landlord or its Affiliates. Section 10.04 OFAC Laws. Upon receipt of notice or upon actual knowledge thereof, Tenant shall immediately notify Landlord in writing if any Person owning (directly or indirectly) any interest in any of the Tenant Entities or a Subtenant, or any director, officer, shareholder, member, manager or partner of any of such holders is a Person whose property or interests are subject to being blocked under any of the OFAC Laws, or is otherwise in violation of any of the OFAC Laws, or is under investigation by any Governmental Authority for, or has been charged with, or convicted of, drug trafficking, terrorist related activities or any violation of the Anti Money Laundering Laws, has been assessed civil penalties under these or related laws, or has had funds seized or forfeited in an action under these or related laws; provided, however, that the covenant in this Section 10.04 shall not apply to any Person to the extent such Person’s interest is in or through a U.S. Publicly Traded Entity. Section 10.05 Estoppel Certificate. At any time, and from time to time, Tenant shall, promptly and in no event later than 10 days after a request from Landlord or any Lender or mortgagee of Landlord, execute, acknowledge and deliver to Landlord or such Lender or mortgagee, as the case may be, a certificate in the form supplied by Landlord, certifying: (a) that Tenant has accepted the Property; (b) that this Lease is in full force and effect and has not been modified (or if modified, setting forth all modifications), or, if this Lease is not in full force and effect, the certificate shall specify the reasons therefor; (c) the commencement and expiration dates of the Lease Term; (d) the date to which the Rentals have been paid under this Lease and the amount thereof then payable; (e) whether there are then any existing defaults by Landlord in the performance of its obligations under this Lease, and, if there are any such defaults, specifying the nature and extent thereof; (f) that no notice has been received by Tenant of any default pursuant to this Lease which has not been cured, except as to defaults specified in the certificate; 284 30 PH 2713310.3 (g) that Tenant has no option to purchase, right of first refusal or similar rights; (h) the capacity of the Person executing such certificate, and that such Person is duly authorized to execute the same on behalf of Tenant; (i) that neither Landlord nor any Lender or mortgagee has actual involvement in the management or control of decision making related to the operational aspects or the day to day operation of the Property, including any handling or disposal of Hazardous Materials; and (j) any other information reasonably requested by Landlord or any Lender or mortgagee, as the case may be. If Tenant shall fail or refuse to sign a certificate in accordance with the provisions of this Section within 10 days following a request by Landlord, Tenant irrevocably constitutes and appoints Landlord as its attorney in fact to execute and deliver the certificate to any such third party, it being stipulated that such power of attorney is coupled with an interest and is irrevocable and binding. ARTICLE XI RELEASE AND INDEMNIFICATION Section 11.01 Waiver and Release. Tenant agrees to use and occupy the Property at its own risk and hereby releases all Indemnified Parties from any and all claims for any damage, injury, loss, theft, destruction, or loss of use to the fullest extent permitted by Law. Tenant agrees that the Indemnified Parties shall not be responsible or liable to Tenant or Tenant’s Affiliates, employees, agents, authorized representatives, contractors, customers, licensees, visitors, guests, or invitees for bodily injury, personal injury or property damage or loss occasioned by the acts or omissions of any other Person. Additionally, Tenant waives any claim it may have against any Indemnified Party for any Loss to the extent such Loss is caused by a terrorist act. Tenant agrees that any employee or agent to whom the Property or any part thereof shall be entrusted by or on behalf of Tenant shall be acting as Tenant’s agent with respect to the Property or any part thereof, and neither Landlord nor Landlord’s agents, employees or contractors shall be liable for any loss of or damage to the Property or any part thereof. Section 11.02 Indemnification. Tenant shall indemnify, protect, defend and hold harmless each of the Indemnified Parties from and against any and all Losses relating in any way to the Property or caused by, incurred or resulting from Tenant’s operations or by Tenant’s use and occupancy of the Property, whether relating to its original design or construction, latent defects, alteration, maintenance, use by Tenant or any Person thereon, supervised or otherwise, or from any breach of, default under, or failure to perform, any term or provision of this Lease by Tenant, its officers, employees, agents or other Persons; provided however, that the foregoing indemnity shall not apply to Losses suffered by an Indemnified Party arising out of the sole or gross negligence or willful misconduct of such Indemnified Party; provided, further, however that the term “gross negligence” shall not include gross negligence imputed as a matter of law to any of the Indemnified Parties solely by reason of Landlord’s interest in the Property or Landlord’s failure to act in respect of matters which are or were the obligation of Tenant under this Lease. It is expressly agreed that this indemnity is intended to indemnify the Indemnified Parties against the consequences of their own negligence or fault, even when such Indemnified Party is jointly, comparatively, contributively, or concurrently negligent with Tenant, and even though any such claim, cause of action or suit is based upon or alleged to be based upon the strict liability of an Indemnified Party; however, such indemnity shall not apply to the sole 285 31 PH 2713310.3 or gross negligence or willful misconduct of an Indemnified Party (provided, further, however that the term “gross negligence” shall not include gross negligence imputed as a matter of law to any of the Indemnified Parties solely by reason of Landlord’s interest in the Property or Landlord’s failure to act in respect of matters which are or were the obligation of Tenant under this Lease). It is expressly understood and agreed that Tenant’s obligations under this Section 11.02 shall survive the expiration or earlier termination of this Lease for any reason whatsoever and shall not terminate or be waived, diminished or affected in any manner by any abatement or apportionment of Rent under any provision of this Lease. Section 11.03 Non-Recourse to Landlord. Anything contained herein to the contrary notwithstanding, any claim based on or in respect of any liability of Landlord under this Lease shall be enforced only against the Landlord’s interest in the Property not against any other assets, properties or funds of (i) Landlord, (ii) Landlord’s members, and any entity controlling, controlled by, or in common control of Landlord or Landlord’s members, any director, officer, general partner, shareholder, limited partner, beneficiary, employee, attorney, consultant, contractor or agent of Landlord or any general partner of Landlord or any of its general partners (or any legal representative, heir, estate, successor or assign of any thereof), (iii) any predecessor or successor limited liability company, partnership or corporation (or other entity) of Landlord or any of its members, managers, general partners, shareholders, officers, directors, employees or agents, either directly or through Landlord or its general partners, shareholders, officers, directors, employees or agents or any predecessor or successor partnership or corporation (or other entity), (iv) any Lender, and any lender to a Person holding an interest in Landlord, (v) any Person affiliated with any of the foregoing, or any director, officer, employee or agent of any thereof; or (vi) the heirs, successors, personal representatives and assigns of any of the foregoing. Additionally, Tenant hereby waives any statutory tenant’s lien it may have under applicable state Law. ARTICLE XII CONDEMNATION AND CASUALTY Section 12.01 Notification. Tenant shall promptly give Landlord written notice of: (a) any Condemnation of the Property; (b) any expression of interest or intention to pursue Condemnation of the Property or the commencement of any proceedings or negotiations which might result in a Condemnation of the Property or any part thereof; and (c) any Casualty to the Property or any part thereof. Such notice shall provide a general description of the nature and extent of such Condemnation, proceedings, negotiations or Casualty, and shall include copies of any documents or notices received in connection therewith. Thereafter, Tenant shall promptly send Landlord copies of all notices, correspondence and pleadings relating to any such Condemnation, proceedings, negotiations or Casualty. Section 12.02 Partial Condemnation or Casualty. Except as otherwise provided in Section 12.03, in the event of a Partial Condemnation or a Casualty: (a) Net Awards. All Net Awards shall be paid to Landlord. 286 32 PH 2713310.3 (b) Landlord Election To Continue or Terminate Lease. Landlord shall have the option, (i) to continue this Lease in effect, which election shall be evidenced by either (1) a notice from Landlord to Tenant evidencing the same, or (2) Landlord’s failure to timely deliver a Landlord’s Termination Notice; or (ii) subject to the right of Tenant to elect otherwise as set forth in subsection (d) below, to terminate this Lease by notifying Tenant in writing within 30 days after Tenant gives Landlord notice of such Partial Condemnation or Casualty, or within 30 days after title vests in the condemning authority (“Landlord’s Termination Notice”). Tenant shall have a period of 60 days after receipt of Landlord’s Termination Notice during which to elect in writing to Landlord, despite such notice, to continue this Lease on the terms herein provided (“Tenant’s Continuation Notice”). (c) No Continuance of Lease. If Landlord elects to terminate this Lease and Tenant shall fail to timely deliver a Tenant’s Continuation Notice, then this Lease shall terminate as of the date that Landlord receives 100% of the Net Award for such Partial Condemnation or Casualty (the “Property Termination Date”). Tenant shall vacate and surrender the Property by the Property Termination Date, in accordance with the provisions of this Lease, and all obligations of either party hereunder shall cease as of the date of termination; provided, however, Tenant’s obligations to the Indemnified Parties under any indemnification provisions of this Lease and Tenant’s obligations to pay Rental and all other Monetary Obligations (whether payable to Landlord or a third party) accruing under this Lease prior to the Property Termination Date shall survive such termination. In the event of termination, Landlord shall retain all Net Awards related to the Partial Condemnation or Casualty, and Tenant shall immediately pay Landlord an amount equal to the insurance deductible applicable to any Casualty. (d) Continuance of Lease. If Landlord elects not to terminate this Lease, or if Landlord elects to terminate this Lease but Tenant elects to continue this Lease by timely delivering Tenant’s Continuation Notice, then this Lease shall continue in full force and effect upon the following terms: (i) All Rental and other Monetary Obligations due under this Lease shall continue unabated. (ii) Tenant shall promptly commence and diligently prosecute restoration of the Property to the same condition, as nearly as practicable, as prior to such Partial Condemnation or Casualty as approved by Landlord. Subject to the terms and provisions of any Mortgage, and upon the written request of Tenant (accompanied by evidence reasonably satisfactory to Landlord that such amount has been paid or is due and payable and is properly part of such costs, and that Tenant has complied with the terms of Section 8.02 in connection with the restoration), Landlord shall promptly make available in installments, no more frequently than monthly and subject to reasonable conditions for disbursement imposed by Landlord, an amount up to but not exceeding the amount of any Net Award (after deducting all Costs incidental to the collection of the Net Award) received by Landlord with respect to such Partial Condemnation or Casualty. Prior to the disbursement of any portion of the Net Award with respect to a Casualty, Tenant shall provide evidence reasonably satisfactory to Landlord of funds available to Tenant to pay restoration expenses (a) up to the amount of the insurance deductible applicable to such Casualty and (b) which are in excess of the amount of the Net Award. Tenant shall be 287 33 PH 2713310.3 entitled to keep any award sought by Tenant for its leasehold interest under this Lease available separate from the Net Award under applicable Laws, and Landlord shall be entitled to keep any portion of the Net Award in excess of any amount in excess of the Costs of restoration, and Tenant shall bear all additional Costs of such restoration in excess of the Net Award. Section 12.03 Total Condemnation. In the event of a Total Condemnation of the Property, other than a Temporary Taking: (a) Termination of Lease. All obligations of either party hereunder shall cease as of the date that Landlord receives 100% of the Net Award for such Total Condemnation (the “Property Termination Date-Total Condemnation”); provided, however, that Tenant’s obligations to the Indemnified Parties under any indemnification provisions of this Lease and Tenant’s obligation to pay Rental and all other Monetary Obligations (whether payable to Landlord or a third party) accruing under this Lease prior to the Property Termination Date-Total Condemnation shall survive such termination. (b) Net Award. Except as provided below in Section 12.07, Landlord shall be entitled to receive the entire Net Award in connection with a Total Condemnation without deduction for any estate vested in Tenant by this Lease, and Tenant hereby expressly assigns to Landlord all of its right, title and interest in and to every such Net Award and agrees that Tenant shall not be entitled to any Net Award or other payment for the value of Tenant’s leasehold interest in this Lease. Section 12.04 Temporary Taking. In the event of a Condemnation of all or any part of the Property for a temporary use (a “Temporary Taking”), this Lease shall remain in full force and effect without any reduction or abatement of Base Annual Rental or any other Monetary Obligation payable hereunder. Except as provided below and subject to the terms and provisions of the Mortgages, Tenant shall be entitled to the entire Net Award for a Temporary Taking, unless the period of occupation and use by the condemning authorities shall extend beyond the date of expiration of this Lease, in which event the Net Award made for such Temporary Taking shall be apportioned between Landlord and Tenant as of the date of such expiration. At the termination of any such Temporary Taking, Tenant will, at its own cost and expense and pursuant to the provisions of Section 8.02, promptly commence and complete restoration of the Property. Section 12.05 Adjustment of Losses. Any loss under any property damage insurance required to be maintained by Tenant shall be adjusted by Landlord and Tenant (except that if an Event of Default has occurred and is continuing, Landlord may adjust such claim without the written consent of Tenant). Subject to the terms and provisions of the Mortgages, any Net Award relating to a Total Condemnation or a Partial Condemnation shall be adjusted by Landlord or, at Landlord’s election, Tenant. Notwithstanding the foregoing or any other provisions of this Section 12.05 to the contrary, but subject to the terms and provisions of the Mortgages, if at the time of any Condemnation or any Casualty or at any time thereafter an Event of Default shall have occurred and be continuing, Landlord is hereby authorized and empowered but shall not be obligated, in the name and on behalf of Tenant and otherwise, to file and prosecute Tenant’s claim, if any, for a Net Award on account of such Condemnation or such Casualty and to collect such Net Award and apply the same to the curing of such Event of Default and any other then existing Event of Default under this Lease and/or to the payment of any amounts owed by Tenant to Landlord under this Lease, in such order, priority and proportions as Landlord in its discretion shall deem proper. 288 34 PH 2713310.3 Section 12.06 Tenant Obligation in Event of Casualty. During all periods of time following a Casualty, Tenant shall take reasonable steps to ensure that the related Property is secure and does not pose any risk of harm to any adjoining property and Persons (including owners or occupants of such adjoining property). Section 12.07 Tenant Awards and Payments. Notwithstanding any provision contained in this ARTICLE XII, Tenant shall be entitled to claim and receive any award or payment from the condemning authority expressly granted for the Taking of any Personalty owned by Tenant for which Tenant is entitled to remove under this Lease, any insurance proceeds with respect to any Personalty owned by Tenant, the interruption of its business and relocation expenses (subject, however, to the provisions of Section 7.03(a)(iv) above), but only if such claim or award does not adversely affect or interfere with the prosecution of Landlord’s claim for the Condemnation or Casualty, or otherwise reduce the amount recoverable by Landlord for the Condemnation or Casualty, including payments or proceeds related to any Existing Personalty then owned by Landlord. Tenant shall be responsible for its own legal costs and expenses associated with making such a claim. Further notwithstanding anything to the contrary contained in this Article XII, the final disbursement of any Net Award hereunder shall be done as follows. As the case may be, Landlord shall be entitled to payment of the entire award payable with respect to the Property by reason of a Condemnation whether pursuant to a judgment or by agreement or otherwise, or the entire proceeds of any insurance required under Section 7.03 payable with respect to the Property, plus any deductible amount paid by Tenant to Landlord. Out of such funds, Landlord shall be entitled to retain such amount as is necessary to cover any Costs incurred by Landlord in collecting such award or proceeds. Landlord shall then disburse the balance as the Net Award to itself and/or Tenant in accordance with the provisions of this Article XII. Section 12.08 Uninsured Losses. Nothing contained herein shall relieve Tenant of its obligations under this Article XII if the destruction or damage is not covered, either in whole or in part, by insurance. ARTICLE XIII DEFAULT, CONDITIONAL LIMITATIONS, REMEDIES AND MEASURE OF DAMAGES Section 13.01 Event of Default. Each of the following shall be an event of default by Tenant under this Lease (each, an “Event of Default”): (a) if any representation or warranty of Tenant set forth in this Lease is false in any material respect when made, or if Tenant renders any false statement or account when made; (b) if any Rental or other Monetary Obligation due under this Lease is not paid when due; (c) if Tenant fails to pay, prior to delinquency, any Taxes, assessments or other charges the failure of which to pay will result in the imposition of a lien against the Property, or Tenant fails to maintain any insurance required to be maintained by Tenant pursuant to this Lease; (d) if there is an Insolvency Event affecting Tenant or any Guarantor; 289 35 PH 2713310.3 (e) if Tenant fails to perform any of its maintenance, repair or replacement obligations under this Lease; (f) if Tenant vacates or abandons the Property, or Tenant ceases conducting the business presently conducted by Tenant at the Property; (g) if Tenant fails to observe or perform any of the other covenants, conditions or obligations of Tenant in this Lease; provided, however, if any such failure does not involve the payment of any Monetary Obligation, is not willful or intentional, does not place the Property or any rights or property of Landlord in immediate jeopardy, and is within the reasonable power of Tenant to promptly cure, all as determined by Landlord in its reasonable discretion, then such failure shall not constitute an Event of Default hereunder, unless otherwise expressly provided herein, unless and until Landlord shall have given Tenant notice thereof and a period of 30 days shall have elapsed, during which period Tenant may correct or cure such failure, upon failure of which an Event of Default shall be deemed to have occurred hereunder without further notice or demand of any kind being required. If such failure cannot reasonably be cured within such 30-day period, as determined by Landlord in its reasonable discretion, and Tenant is diligently pursuing a cure of such failure, then Tenant shall have a reasonable period to cure such failure beyond such 30-day period, which shall in no event exceed 90 days after receiving notice of such failure from Landlord. If Tenant shall fail to correct or cure such failure within such 90-day period, an Event of Default shall be deemed to have occurred hereunder without further notice or demand of any kind being required; (h) if a final, non-appealable judgment is rendered by a court against Tenant which has a Material Adverse Effect, or which does not have a Material Adverse Effect but which is in the amount of $25,000.00 or more, and in either event is not discharged or provision made for such discharge within 90 days from the date of entry thereof; (i) if Tenant shall be liquidated or dissolved or shall begin proceedings towards its liquidation or dissolution; (j) if there is an “Event of Default” or other breach or default by Tenant or Guarantor pursuant to any of the other Transaction Documents or any other agreement between Tenant and Landlord and Guarantor and Landlord, after the passage of all applicable notice and cure or grace periods; (k) if the Guaranty fails to be effective for any reason, or if Guarantor attempts to revoke, rescind or otherwise challenge the effectiveness of the Guaranty; or (l) if a Transfer occurs without the written consent of Landlord (except to the extent that such consent is not required and Tenant otherwise complies with the provisions of Article XV of this Lease). Section 13.02 Remedies. Upon the occurrence of an Event of Default, with or without notice or demand, except as otherwise expressly provided herein or such other notice as may be required by statute and cannot be waived by Tenant, Landlord shall be entitled to exercise, at its option, concurrently, successively, or in any combination, all remedies available at Law or in equity, including, without limitation, any one or more of the following: 290 36 PH 2713310.3 (a) to terminate this Lease, whereupon Tenant’s right to possession of the Property shall cease and this Lease, except as to Tenant’s liability, shall be terminated; (b) to the extent not prohibited by applicable law, and without being deemed guilty in any manner of trespass or becoming liable for any loss or damage resulting therefrom, without resort to legal or judicial process, procedure or action, and without terminating (or being deemed to terminate) this Lease, to re-enter and take possession of the Property (or any part thereof), any or all personal property or fixtures of Tenant upon the Property and, to the extent permissible, all permits and other rights or privileges of Tenant pertaining to the use and operation of the Property; (c) to expel Tenant and those claiming under or through Tenant, without being deemed guilty in any manner of trespass or becoming liable for any loss or damage resulting therefrom, without resort to legal or judicial process, procedure or action. No notice from Landlord hereunder or under a forcible entry and detainer statute or similar Law shall constitute an election by Landlord to terminate this Lease unless such notice specifically so states. If Tenant shall, after default, voluntarily give up possession of the Property to Landlord, deliver to Landlord or its agents the keys to the Property, or both, such actions shall be deemed to be in compliance with Landlord’s rights and the acceptance thereof by Landlord or its agents shall not be deemed to constitute a termination of the Lease. Landlord reserves the right following any re entry and/or re-letting to exercise its right to terminate this Lease by giving Tenant written notice thereof, in which event this Lease will terminate; (d) to bring an action against Tenant for any damages sustained by Landlord or any equitable relief available to Landlord and to the extent not prohibited by applicable Law, to seize all personal property or fixtures upon the Property which Tenant owns or in which it has an interest, in which Landlord shall have a landlord’s lien and/or security interest, and to dispose thereof in accordance with the laws prevailing at the time and place of such seizure or to remove all or any portion of such property and cause the same to be stored in a public warehouse or elsewhere at Tenant’s sole expense, without becoming liable for any loss or damage resulting therefrom and without resorting to legal or judicial process, procedure or action; (e) to re-let the Property or any part thereof for such term or terms (including a term which extends beyond the original Lease Term), at such rentals and upon such other terms as Landlord, in its sole discretion, may determine, with all proceeds received from such re-letting being applied to the Rental and other Monetary Obligations due from Tenant in such order as Landlord may, in its sole discretion, determine, which other Monetary Obligations include, without limitation, all repossession costs, brokerage commissions, attorneys’ fees and expenses, alteration, remodeling and repair costs and expenses of preparing for such re-letting. Except to the extent required by applicable Law, Landlord shall have no obligation to re-let the Property or any part thereof and shall in no event be liable for refusal or failure to re-let the Property or any part thereof, or, in the event of any such re-letting, for refusal or failure to collect any rent due upon such re- letting, and no such refusal or failure shall operate to relieve Tenant of any liability under this Lease or otherwise to affect any such liability. Landlord reserves the right following any re entry and/or re-letting to exercise its right to terminate this Lease by giving Tenant written notice thereof, in which event this Lease will terminate as specified in said notice; (f) to accelerate and recover from Tenant (i) all Rent accrued hereunder through the date of termination, and (ii) an amount equal to (1) the total Rent that Tenant would have been required to pay for the remainder of the Lease Term discounted to present value at a per annum rate equal to the “Prime Rate” as published on the date this Lease is terminated by The Wall Street 291 37 PH 2713310.3 Journal in its listing of “Money Rates” minus one percent, minus (2) the then present fair rental value of the Property for such period, similarly discounted; (g) to recover from Tenant all Costs paid or incurred by Landlord as a result of such breach, regardless of whether or not legal proceedings are actually commenced; (h) to immediately or at any time thereafter, and with or without notice, at Landlord’s sole option but without any obligation to do so, correct such breach or default and charge Tenant all Costs incurred by Landlord therein. Any sum or sums so paid by Landlord, together with interest at the Default Rate, shall be deemed to be a Monetary Obligation hereunder (and not Rental) and shall be immediately due from Tenant to Landlord. Any such acts by Landlord in correcting Tenant’s breaches or defaults hereunder shall not be deemed to cure said breaches or defaults or constitute any waiver of Landlord’s right to exercise any or all remedies set forth herein; (i) to immediately or at any time thereafter, and with or without notice, except as required herein, set off any money of Tenant held by Landlord under this Lease or any other Transaction Document or any Other Agreement against any sum owing by Tenant hereunder; (j) without limiting the generality of the foregoing or limiting in any way the rights of Landlord under this Lease or otherwise under applicable Laws, at any time after the occurrence, and during the continuance, of an Event of Default, Landlord shall be entitled to apply for and have a receiver appointed under applicable Law by a court of competent jurisdiction in any action taken by Landlord to enforce its rights and remedies hereunder in order to protect and preserve Landlord’s interest under this Lease or in the Property, the Existing Personalty and the Personalty, and in connection therewith, TENANT HEREBY IRREVOCABLY CONSENTS TO AND WAIVES ANY RIGHT TO OBJECT TO OR OTHERWISE CONTEST THE APPOINTMENT OF A RECEIVER AFTER THE OCCURRENCE, AND DURING THE CONTINUANCE, OF AN EVENT OF DEFAULT; and/or (k) to seek any equitable relief available to Landlord, including, without limitation, the right of specific performance. Section 13.03 No Waiver. Landlord’s acceptance of Rent following an Event of Default shall not waive Landlord’s rights regarding such Event of Default. No waiver by Landlord of any violation or breach of any of the terms contained herein shall waive Landlord’s rights regarding any future violation of such term. Landlord’s acceptance of any partial payment of Rent shall not waive Landlord’s rights with regard to the remaining portion of the Rent that is due, regardless of any endorsement or other statement on any instrument delivered in payment of Rent or any writing delivered in connection therewith; accordingly, Landlord’s acceptance of a partial payment of Rent shall not constitute an accord and satisfaction of the full amount of the Rent that is due. Section 13.04 Cumulative Remedies. All powers and remedies given by Section 13.02 to Landlord, subject to applicable Law, shall be cumulative and not exclusive of one another or of any other right or remedy or of any other powers and remedies available to Landlord under this Lease, by judicial proceedings or otherwise, to enforce the performance or observance of the covenants and agreements of Tenant contained in this Lease, and no delay or omission of Landlord to exercise any right or power accruing upon the occurrence of any Event of Default shall impair any other or subsequent Event of Default or impair any rights or remedies consequent thereto. Every power and remedy given by this Section or by Law to Landlord may be exercised from time to time, and as 292 38 PH 2713310.3 often as may be deemed expedient, by Landlord, subject at all times to Landlord’s right in its sole judgment to discontinue any work commenced by Landlord or change any course of action undertaken by Landlord. Section 13.05 Tenant Waiver. Tenant hereby expressly waives, for itself and all Persons claiming by, through and under Tenant, including creditors of all kinds, (a) any right and privilege which Tenant has under any present or future Legal Requirements to redeem the Property or to have a continuance of this Lease for the Lease Term after termination of Tenant’s right of occupancy by order or judgment of any court or by any legal process or writ, or under the terms of this Lease; (b) the benefits of any present or future Legal Requirement that exempts property from liability for debt or for distress for rent; (c) any present or future Legal Requirement relating to notice or delay in levy of execution in case of eviction of a tenant for nonpayment of rent; and (d) any benefits and lien rights which may arise pursuant to any present or future Legal Requirement. ARTICLE XIV MORTGAGE, SUBORDINATION AND ATTORNMENT Section 14.01 No Liens. Landlord’s interest in this Lease and/or the Property shall not be subordinate to any liens or encumbrances placed upon the Property by or resulting from any act of Tenant, and nothing herein contained shall be construed to require such subordination by Landlord. NOTICE IS HEREBY GIVEN THAT TENANT IS NOT AUTHORIZED TO PLACE OR ALLOW TO BE PLACED ANY LIEN, MORTGAGE, DEED OF TRUST, DEED TO SECURE DEBT, SECURITY INTEREST OR ENCUMBRANCE OF ANY KIND UPON ALL OR ANY PART OF THE PROPERTY OR TENANT’S LEASEHOLD INTEREST THEREIN, AND ANY SUCH PURPORTED TRANSACTION SHALL BE VOID. Section 14.02 Subordination. This Lease at all times shall automatically be subordinate to the lien of any and all ground leases and Mortgages now or hereafter placed upon the Property by Landlord, The provisions of this Section shall be self-operative and no further instrument of subordination shall be required; however, Tenant covenants and agrees to execute and deliver, upon demand, such further instruments subordinating this Lease to the lien of any or all such ground leases and Mortgages as shall be desired by Landlord, or any present or proposed mortgagees under trust deeds, upon the condition that Tenant shall have the right to remain in possession of the Property under the terms of this Lease, notwithstanding any default in any or all such ground leases or Mortgages, or after the foreclosure of any such Mortgages, so long as no Event of Default shall have occurred and be continuing. If requested by Landlord, Tenant shall execute an SNDA with a Lender holding a Mortgage, and Tenant agrees to promptly execute and return such SNDA to Landlord. 293 39 PH 2713310.3 Section 14.03 Election To Declare Lease Superior. If any mortgagee, receiver or other secured party elects to have this Lease and the interest of Tenant hereunder be superior to any Mortgage and evidences such election by notice given to Tenant, then this Lease and the interest of Tenant hereunder shall be deemed superior to any such Mortgage, whether this Lease was executed before or after such Mortgage and in that event such mortgagee, receiver or other secured party shall have the same rights with respect to this Lease as if it had been executed and delivered prior to the execution and delivery of such Mortgage and had been assigned to such mortgagee, receiver or other secured party. Section 14.04 Attornment. In the event any purchaser or assignee of any Lender at a foreclosure sale acquires title to the Property, or in the event that any Lender or any purchaser or assignee otherwise succeeds to the rights of Landlord as landlord under this Lease, Tenant shall attorn to Lender or such purchaser or assignee, as the case may be (a “Successor Landlord”), and recognize the Successor Landlord as lessor under this Lease, and, subject to the provisions of this Article XIV, this Lease shall continue in full force and effect as a direct lease between the Successor Landlord and Tenant, provided that the Successor Landlord shall only be liable for any obligations of Landlord under this Lease which accrue after the date that such Successor Landlord acquires title. The foregoing provision shall be self-operative and effective without the execution of any further instruments. Section 14.05 Execution of Additional Documents. Although the provisions in this ARTICLE XIV shall be self-operative and no future instrument of subordination shall be required, upon request by Landlord Tenant shall execute and deliver whatever instruments may be reasonably required for such purposes. Section 14.06 Notice to Lender. Tenant shall give written notice to any Lender having a recorded lien upon the Property or any part thereof of which Tenant has been notified of any breach or default by Landlord of any of its obligations under this Lease and give such Lender at least 60 days beyond any notice period to which Landlord might be entitled to cure such default before Tenant may exercise any remedy with respect thereto. ARTICLE XV ASSIGNMENT Section 15.01 Assignment by Landlord. As a material inducement to Landlord’s willingness to enter into the transactions contemplated by this Lease (the “Transaction”) and the other Transaction Documents, Tenant hereby agrees that Landlord may, from time to time and at any time and without the consent of Tenant, engage in all or any combination of the following, or enter into agreements in connection with any of the following or in accordance with requirements that may be imposed by applicable securities, tax or other Laws: (a) the sale, assignment, grant, conveyance, transfer, financing, re financing, purchase or re acquisition of all, less than all or any portion of the Property, this Lease or any other Transaction Document, Landlord’s right, title and interest in this Lease or any other Transaction Document, the servicing rights with respect to any of the foregoing, or participations in any of the foregoing; or 294 40 PH 2713310.3 (b) a Securitization and related transactions. Without in any way limiting the foregoing, the parties acknowledge and agree that Landlord, in its sole discretion, may assign this Lease or any interest herein to another Person (including without limitation, a taxable REIT subsidiary) in order to maintain Landlord’s or any of its Affiliates’ status as a REIT. In the event of any such sale or assignment other than a security assignment, Tenant shall attorn to such purchaser or assignee (so long as Landlord and such purchaser or assignee notify Tenant in writing of such transfer and such purchaser or assignee expressly assumes in writing the obligations of Landlord hereunder from and after the date of such assignment). At the request of Landlord, Tenant will execute such documents confirming the sale, assignment or other transfer and such other agreements as Landlord may reasonably request, provided that the same do not increase the liabilities and obligations of Tenant hereunder. Landlord shall be relieved, from and after the date of such transfer or conveyance, of liability for the performance of any obligation of Landlord contained herein, except for obligations or liabilities accrued prior to such assignment or sale. Section 15.02 No Transfers by Tenant. Tenant acknowledges that Landlord has relied both on the business experience and creditworthiness of Tenant and upon the particular purposes for which Tenant intends to use the Property in entering into this Lease. Any (a) assignment, transfer, conveyance, pledge or mortgage by Tenant, whether voluntary or involuntary, whether by operation of Law (for example, by merger) or otherwise, of any part or all of this Lease, or of any part or all of the leasehold estate created by this Lease, or any interest herein, (b) sublease by Tenant of all or any part of the Property, (c) transfer of direct or indirect ownership, voting, management or other beneficial interest in Tenant, whether voluntary or involuntary, whether by operation of law (for example, by merger) or otherwise, that results in a change in the direct or indirect control of Tenant, (d) sale or transfer, in one or more transactions, of all or substantially all of Tenant’s assets, and (e) grant of a license, concession or other similar rights in all or any portion of the Property, is defined in this Lease as a “Transfer”. No Transfer shall occur without the prior written consent of Landlord, which consent will not be unreasonably withheld, conditioned or delayed by Landlord with respect to an assignment (but not a mortgage or pledge or sublease) of this Lease in its entirety by Tenant, considering such matters as the experience and financial strength of any assignee, the assumption by any assignee of all of Tenant’s obligations hereunder by undertakings enforceable by Landlord, and the transfer to or procurement by the proposed assignee of all necessary licenses and franchises in order to continue operating the Property for the purposes herein provided, so long as Landlord is given at least 30 days prior written notice of such assignment accompanied by information about the proposed assignee (including financial statements of the proposed assignee and its direct and indirect equity owners and a complete ownership chart showing the identity of the proposed assignee and each and every holder of a direct and indirect ownership interest in such entity), and provided further that at the time of such assignment no Event of Default (assuming with the giving of notice or the passage of time) will occur and be continuing. At the time of any assignment of this Lease which is approved in writing by Landlord, the assignee shall assume all of the obligations of Tenant under this Lease pursuant to a written assumption agreement in form and substance reasonably acceptable to Landlord. Such assignment of this Lease shall not relieve Tenant of its obligations respecting this Lease unless otherwise agreed to by Landlord. Any Transfer in violation of this Lease shall be voidable at the sole option of Landlord. Any consent to any Transfer shall not be deemed to be a consent to any subsequent Transfer. Tenant shall, within 10 days after the execution and delivery of any Transfer consented to by Landlord, deliver a duplicate original copy of the applicable assignment, sublease, or other transfer document to Landlord. Section 15.03 Subletting. (a) Tenant shall not sublet any or all of the Property without the prior written consent of Landlord, which may be withheld by Landlord in its sole discretion. 295 41 PH 2713310.3 (b) As security for performance of its obligations under this Lease, Tenant hereby grants, conveys and assigns to Landlord all right, title and interest of Tenant in and to all subleases now or hereafter in effect (the “Subleases”) entered into for any part or all of the Property and any and all extensions, modifications and renewals thereof and all rents, issues and profits therefrom. Nothing in this Section 15.03 or Section 15.04 shall constitute an agreement by Landlord to permit Tenant to enter into Subleases without Landlord’s written consent. (c) Each Sublease of the Property which is consented to by Landlord shall be subject and subordinate to the provisions of this Lease (and all future amendments to this Lease). No assignment or Sublease shall affect or reduce any of the obligations of Tenant hereunder, and all such obligations shall continue in full force and effect as obligations of a principal and not as obligations of a guarantor, as if no assignment or Sublease had been made. No assignment or Sublease shall impose any additional obligations on Landlord under this Lease. (d) Tenant shall, within 10 days after the execution and delivery of any assignment or sublease consented to by Landlord, deliver a duplicate original copy thereof to Landlord which, in the event of an assignment, shall be in recordable form. (e) Landlord shall have no obligation to recognize any or to agree to not disturb any Subtenant of Tenant upon any Event of Default of Tenant under this Lease, unless Landlord shall agree to do so in writing by separate instrument. Landlord’s consent to any Sublease shall not be construed as or imply any agreement on Landlord’s part to recognize any Subtenant. In the event of Tenant’s surrender of this Lease or the termination of this Lease for any reason or by any circumstance, Landlord may, at its option, either terminate any or all subtenancies or succeed to the interest of Tenant as sublandlord thereunder (except to the extent that Landlord has entered into a nondisturbance agreement with a Subtenant). During the time that any uncured Event of Default exists hereunder, Landlord may collect from each Subtenant all rent payable by such Subtenant pursuant to its Sublease and apply it toward Tenant’s obligations under this Lease, and any Subtenant is hereby provided with notice that Subtenant shall be required to pay all sublease rent directly to Landlord upon receipt of notice from Landlord that an uncured Event of Default exists under this Lease. Section 15.04 Subleases. (a) Tenant shall be responsible, at its sole cost and expense for performing all covenants and satisfying all conditions required to be performed or satisfied by the landlord pursuant to each Sublease. (b) Tenant may not take action to terminate any Sublease without Landlord’s written consent. (c) Landlord hereby grants to Tenant a license to collect and enjoy all rents and other sums of money payable pursuant to the Subleases (“License”); provided however, that Landlord shall have the absolute right at any time following the occurrence of an Event of Default to revoke the License and collect such rents and sums of money directly from the Subtenants and to retain the same in accordance with the provisions of this Lease. Any amounts so collected shall be applied to obligations of Tenant pursuant to this Lease next due and owing. The collection of such rent shall not be deemed an agreement by Landlord not to disturb a Subtenant’s possession unless Landlord enters into a written nondisturbance agreement with such Subtenant. 296 42 PH 2713310.3 (d) Subject to the License, Tenant shall be responsible for collecting from the Subtenants, and remitting to the appropriate Governmental Authorities, any sales, use or similar tax payable on rents received by Tenant pursuant to the Subleases. (e) Notwithstanding any provision of a Sublease, Tenant shall not enter into amendments or modifications of a Sublease (including any extensions of the terms thereof), and shall not grant any consents or waivers pursuant to a Sublease, without Landlord’s prior written consent, which consent shall not be unreasonably withheld, and it shall be deemed reasonable for Landlord to withhold its consent if, among other things (the following not intended to be an exclusive list): (A) after giving effect thereto, and after expiration of any applicable grace or notice period, an Event of Default would occur; (B) the rent is reduced below market rent; (C) the term is altered; (D) the premises subject to a Sublease, is to be enlarged or reduced in size, (E) the Subtenant will not subordinate its interest in the Sublease to this Lease, (F) there is any adverse change in credit of Subtenant or the guarantor of a Sublease, or (G) after giving effect thereto, the representation set forth in Section 6.08 (if such representation were made on the date of the requested action by Landlord) would be false. (f) Tenant shall not accept any prepayment of rent from or on behalf of a Subtenant for more than 30 days in advance of the accrual thereof. If there is any permitted prepayment of rent made pursuant to a Sublease, such prepayment shall be delivered to Landlord and applied by Landlord to the Rent obligations of Tenant next due and owing under this Lease. (g) If Tenant receives a fee from or on behalf of any Subtenant in consideration of Tenant taking an action or inaction pursuant to a Sublease (for example, consenting to an assignment or a termination of a Sublease), Tenant may retain 50% of such fee and Tenant shall remit 50% of the fee to Landlord within 10 days following the receipt by Tenant (and amount so received by Landlord shall not be applied toward Rent). (h) As security for performance of its obligations under this Lease, Tenant hereby grants, conveys and assigns to Landlord all right, title and interest of Tenant in and to all Subleases, and to any and all extensions, modifications and renewals thereof and all rents, issues and profits therefrom, subject to the License. ARTICLE XVI NOTICES Section 16.01 Notices. All notices, demands, designations, certificates, requests, offers, consents, approvals, appointments and other instruments given pursuant to this Lease shall be in writing and given by any one of the following: (a) hand delivery; (b) express overnight delivery service; (c) certified or registered mail, return receipt requested; or (d) E-Mail transmission, and shall be deemed to have been delivered upon (i) receipt, if hand delivered; (ii) the next Business Day, if delivered by a reputable express overnight delivery service; (iii) the third Business Day following the day of deposit of such notice with the United States Postal Service, if sent by certified or registered mail, return receipt requested; or (iv) transmission, if delivered by E-Mail transmission. Notices shall be provided to the parties and addresses (or electronic mail addresses) specified below: If to Tenant: Moe’s of Chanhassen, LLC 2400 Mounds View Blvd. Mounds View, MN 55112 297 43 PH 2713310.3 Attn: Jeff Moritko Email: jeff@moesrestaurantgroup.com If to Landlord: SVCN 5 LLC The RMR Group LLC The Meridian 1320 Main Street, Suite 625 Columbia, SC 29201 Attn: Vice President With a copy to: SVCN 5 LLC c/o The RMR Group LLC Two Newton Place 255 Washington Street, Suite 300 Newton, Massachusetts 02458-1634 Attn: Jennifer B. Clark or to such other address or such other person as either party may from time to time hereafter specify to the other party in a notice delivered in the manner provided above. ARTICLE XVII LANDLORD’S LIEN / SECURITY INTEREST Section 17.01 Landlord’s Lien and Security Interest. In addition to any statutory landlord’s lien, now or hereafter created, Tenant hereby grants to Landlord a lien and security interest, to the extent permitted by applicable Law, in, on and against all personal property, appliances, inventory, furniture, trade fixtures and equipment of Tenant from time to time situated on or used in connection with the Property (the “Personalty”), which lien and security interest shall secure the payment of all Rent payable by Tenant to Landlord under the terms hereof and all other obligations of Tenant to Landlord under this Lease. Upon the occurrence of an Event of Default, Landlord may, in addition to all other remedies, without notice or demand except as provided below, exercise the rights afforded to a secured party under the Uniform Commercial Code of the state in which the Property is located (the “UCC”). Landlord shall, upon written request of Tenant and so long as no Event of Default has occurred and is continuing, subordinate any landlord lien to the liens and security interests of an institutional lender (not affiliated with Tenant) providing senior financing to the Tenant. ARTICLE XVIII MISCELLANEOUS Section 18.01 Force Majeure. If either party shall, without fault of such party, be delayed or prevented from the performance of any act required hereunder (other than the payment of money) by reason of weather events, earthquakes, floods, strikes, lockouts, labor troubles, war, terrorism, or inability to procure materials and such party gives the other party written notice of such event within ten days after such event (a “Force Majeure Event”), the financial inability of the party excepted, performance of such act shall be excused for the period of delay, and the period for the performance of any such act shall be extended by a period equal to the period of such delay; provided, however, that nothing in this Section 18.01 shall excuse Tenant from the prompt payment 298 44 PH 2713310.3 of any Rent. The obligation to promptly pay Rent without excuse will be in place even if an event causes Tenant to be temporarily prevented from operating out of the Property. In the event of a Force Majeure Event such party affected shall proceed with all diligence to complete the performance of the act upon the cessation of the Force Majeure Event. Section 18.02 No Merger. There shall be no merger of this Lease nor of the leasehold estate created by this Lease with the fee estate in or ownership of the Property by reason of the fact that the same person, corporation, firm or other entity may acquire or hold or own, directly or indirectly, (a) this Lease or the leasehold estate created by this Lease or any interest in this Lease or in such leasehold estate, and (b) the fee estate or ownership of the Property or any interest in such fee estate or ownership. No such merger shall occur unless and until all persons, corporations, firms and other entities having any interest in (i) this Lease or the leasehold estate created by this Lease, and (ii) the fee estate in or ownership of the Property or any part thereof sought to be merged shall join in a written instrument effecting such merger and shall duly record the same. Section 18.03 Interpretation. Landlord and Tenant acknowledge and warrant to each other that each has been represented by independent counsel and has executed this Lease after being fully advised by said counsel as to its effect and significance. This Lease shall be interpreted and construed in a fair and impartial manner without regard to such factors as the party which prepared the instrument, the relative bargaining powers of the parties or the domicile of any party. Whenever in this Lease any words of obligation or duty are used, such words or expressions shall have the same force and effect as though made in the form of a covenant. Whenever Landlord or an Indemnified Party is entitled to indemnification, such indemnification shall include (but shall not be limited to) the obligation of the indemnifying party to pay the reasonable legal fees and expenses of counsel selected by Landlord or such Indemnified Party. Section 18.04 Characterization. The following expressions of intent, representations, warranties, covenants, agreements, stipulations and waivers are a material inducement to Landlord entering into this Lease: (a) Landlord and Tenant intend that: (i) this Lease is a “true lease,” is not a financing lease, capital lease, mortgage, equitable mortgage, deed of trust, trust agreement, security agreement or other financing or trust arrangement, and the economic realities of this Lease are those of a true lease; and (ii) the business relationship created by this Lease and any related documents is solely that of a long term commercial lease between Landlord and Tenant, the Lease has been entered into by both parties in reliance upon the economic and legal bargains contained herein, and none of the agreements contained herein is intended, nor shall the same be deemed or construed, to create a partnership (de facto or de jure) between Landlord and Tenant, to make them joint venturers, to make Tenant an agent, legal representative, partner, subsidiary or employee of Landlord, nor to make Landlord in any way responsible for the debts, obligations or losses of Tenant. (b) Landlord and Tenant covenant and agree that: (i) each will treat this Lease as an operating lease pursuant to Accounting Standards Codification (ASC) 840, as amended, and as a 299 45 PH 2713310.3 true lease for state law reporting purposes and for federal income tax purposes; (ii) each party will not, nor will it permit any Affiliate to, at any time, take any action or fail to take any action with respect to the preparation or filing of any statement or disclosure to Governmental Authority, including without limitation, any income tax return (including an amended income tax return), to the extent that such action or such failure to take action would be inconsistent with the intention of the parties expressed in this Section 18.04; (iii) the Lease Term (including any Extension Term) is less than eighty percent (80%) of the estimated remaining economic life of the Property; and (iv) the Base Annual Rental is the fair market value for the use of the Property and was agreed to by Landlord and Tenant on that basis, and the execution and delivery of, and the performance by Tenant of its obligations pursuant to, this Lease do not constitute a transfer of all or any part of the Property. (c) Tenant waives any claim or defense based upon the characterization of this Lease as anything other than a true lease. Tenant stipulates and agrees: (i) not to challenge the validity, enforceability or characterization of the lease of the Property as a true lease; and (ii) not to assert or take or omit to take any action inconsistent with the agreements and understandings set forth in this Section 18.04. (d) Tenant acknowledges that fee simple title (both legal and equitable) is in Landlord and that Tenant has only the leasehold right of possession and use of the Property as provided herein. Section 18.05 Disclosure. The parties agree that, notwithstanding any provision contained in this Lease, any party (and each employee, representative or other agent of any party) may disclose to any and all persons, without limitation of any kind, any matter required under the Securities Act or the Exchange Act. Section 18.06 Bankruptcy. As a material inducement to Landlord executing this Lease, Tenant acknowledges and agrees that Landlord is relying upon (a) the financial condition and specific operating experience of Tenant and Tenant’s obligation to use the Property as a Permitted Facility; (b) Tenant’s timely performance of all of its obligations under this Lease notwithstanding the entry of an order for relief under the Bankruptcy Code for Tenant; and (c) all defaults under this Lease being cured promptly and this Lease being assumed within 60 days of any order for relief entered under the Bankruptcy Code for Tenant, or this Lease being rejected within such 60-day period and the Property surrendered to Landlord. Accordingly, in consideration of the mutual covenants contained in this Lease and for other good and valuable consideration, Tenant hereby agrees that: (i) all obligations that accrue under this Lease (including the obligation to pay Rentals), from and after an Insolvency Event shall be timely performed exactly as provided in this Lease and any failure to so perform shall be harmful and prejudicial to Landlord; (ii) any and all Rentals that accrue from and after an Insolvency Event and that are not paid as required by this Lease shall, in the amount of such Rentals, constitute 300 46 PH 2713310.3 administrative expense claims allowable under the Bankruptcy Code with priority of payment at least equal to that of any other actual and necessary expenses incurred after an Insolvency Event; (iii) any extension of the time period within which Tenant may assume or reject this Lease without an obligation to cause all obligations under this Lease to be performed as and when required under this Lease shall be harmful and prejudicial to Landlord; (iv) any time period designated as the period within which Tenant must cure all defaults and compensate Landlord for all pecuniary losses which extends beyond the date of assumption of this Lease shall be harmful and prejudicial to Landlord; (v) any assignment of this Lease must result in all terms and conditions of this Lease being assumed by the assignee without alteration or amendment, and any assignment which results in an amendment or alteration of the terms and conditions of this Lease without the express written consent of Landlord shall be harmful and prejudicial to Landlord; (vi) any proposed assignment of this Lease shall be harmful and prejudicial to Landlord if made to an assignee: (A) that does not possess financial condition adequate to operate a Permitted Facility upon the Property or operating performance and experience characteristics satisfactory to Landlord equal to or better than the financial condition, operating performance and experience of Tenant as of the Effective Date; or (B) that does not provide guarantors of the lease obligations with financial condition equal to or better than the financial condition of the Guarantor as of the Effective Date; and (vii) the rejection (or deemed rejection) of this Lease for any reason whatsoever shall constitute cause for immediate relief from the automatic stay provisions of the Bankruptcy Code, and Tenant stipulates that such automatic stay shall be lifted immediately and possession of the Property will be delivered to Landlord immediately without the necessity of any further action by Landlord. No provision of this Lease shall be deemed a waiver of Landlord’s rights or remedies under the Bankruptcy Code or applicable Law to oppose any assumption and/or assignment of this Lease, to require timely performance of Tenant’s obligations under this Lease, or to regain possession of the Property as a result of the failure of Tenant to comply with the terms and conditions of this Lease or the Bankruptcy Code. Notwithstanding anything in this Lease to the contrary, all amounts payable by Tenant to or on behalf of Landlord under this Lease, whether or not expressly denominated as such, shall constitute “rent” for the purposes of the Bankruptcy Code. For purposes of this Section addressing the rights and obligations of Landlord and Tenant upon an Insolvency Event, the term “Tenant” shall include Tenant’s successor in bankruptcy, whether a trustee, Tenant as debtor in possession or other responsible person. Section 18.07 Attorneys’ Fees. In the event of any judicial or other adversarial proceeding concerning this Lease, to the extent permitted by Law, Landlord shall be entitled to recover all of its reasonable attorneys’ fees and other Costs in addition 301 47 PH 2713310.3 to any other relief to which it may be entitled. In addition, Landlord shall, upon demand, be entitled to all attorneys’ fees and all other Costs incurred in the preparation and service of any notice or demand hereunder, whether or not a legal action is subsequently commenced. Landlord shall also be entitled to recover its reasonable attorneys’ fees and other Costs incurred in any bankruptcy action filed by or against the Landlord, including, without limitation, those incurred in seeking relief from the automatic stay, in dealing with the assumption or rejection of this Lease, in any adversary proceeding, and in the preparation and filing of any proof of claim. Tenant shall be obligated to pay Landlord’s reasonable attorneys’ fees and other Costs incurred in connection with any act which Tenant proposes to do and which requires Landlord’s consent (whether or not consent is ultimately given). Section 18.08 Brokerage. Each of Tenant and Landlord represents to the other that no broker, finder or consultant to whom any monetary compensation is owed provided any services for such party in connection with this Lease, and each of Landlord and Tenant agrees to protect, indemnify, save and keep harmless the other, against and from all liabilities, claims, losses, Costs, damages and expenses, including attorneys’ fees, arising out of, resulting from or in connection with their breach of the foregoing warranty and representation. Section 18.09 Guaranty. Not Applicable. Section 18.10 Waiver of Jury Trial and Certain Damages. LANDLORD AND TENANT HEREBY KNOWINGLY, VOLUNTARILY AND INTENTIONALLY WAIVE THE RIGHT EITHER MAY HAVE TO A TRIAL BY JURY WITH RESPECT TO ANY AND ALL ISSUES PRESENTED IN ANY ACTION, PROCEEDING, CLAIM OR COUNTERCLAIM BROUGHT BY EITHER OF THE PARTIES HERETO AGAINST THE OTHER OR ITS SUCCESSORS WITH RESPECT TO ANY MATTER ARISING OUT OF OR IN CONNECTION WITH THIS LEASE, THE RELATIONSHIP OF LANDLORD AND TENANT, TENANT’S USE OR OCCUPANCY OF THE PROPERTY, AND/OR ANY CLAIM FOR INJURY OR DAMAGE, OR ANY EMERGENCY OR STATUTORY REMEDY. THIS WAIVER BY THE PARTIES HERETO OF ANY RIGHT EITHER MAY HAVE TO A TRIAL BY JURY HAS BEEN NEGOTIATED AND IS AN ESSENTIAL ASPECT OF THEIR BARGAIN. FURTHERMORE, TENANT HEREBY KNOWINGLY, VOLUNTARILY AND INTENTIONALLY WAIVES THE RIGHT IT MAY HAVE TO SEEK PUNITIVE, CONSEQUENTIAL, SPECIAL AND INDIRECT DAMAGES FROM LANDLORD AND ANY OF THE AFFILIATES, OFFICERS, DIRECTORS, MEMBERS, MANAGERS OR EMPLOYEES OF LANDLORD OR ANY OF THEIR SUCCESSORS WITH RESPECT TO ANY AND ALL ISSUES PRESENTED IN ANY ACTION, PROCEEDING, CLAIM OR COUNTERCLAIM BROUGHT WITH RESPECT TO ANY MATTER ARISING OUT OF OR IN CONNECTION WITH THIS LEASE OR ANY DOCUMENT CONTEMPLATED HEREIN OR RELATED HERETO. THE WAIVER BY TENANT OF ANY RIGHT IT MAY HAVE TO SEEK PUNITIVE, CONSEQUENTIAL, SPECIAL AND INDIRECT DAMAGES HAS BEEN NEGOTIATED BY THE PARTIES HERETO AND IS AN ESSENTIAL ASPECT OF THEIR BARGAIN. Section 18.11 Marketing; Securitizations. As a material inducement to Landlord’s willingness to enter into the Transactions contemplated by this Lease and the other Transaction Documents, Tenant hereby acknowledges and agrees that Landlord may: 302 48 PH 2713310.3 (a) from time to time and at any time in connection with its marketing, advertising and reporting materials: (i) advertise, issue press releases, send direct mail or otherwise disclose information regarding the Transaction (or regarding other properties owned and leased by Landlord or any of its Affiliates to Tenant or its Affiliates) for marketing purposes; (ii) use images of the Property (which images may include the Tenant’s or operator’s name and/or the name of the business at the Property and/or the Tenant’s or operator’s logo); and (iii) use the name or logo of the Tenant or operator, or the name of the business operated at the Property, (b) act or permit another Person to act as sponsor, settler, transferor or depositor of, or a holder of interests in, one or more Persons or other arrangements formed pursuant to a trust agreement, indenture, pooling agreement, participation agreement, sale and servicing agreement, limited liability company agreement, partnership agreement, articles of incorporation or similar agreement or document; and (c) permit one or more of such Persons or arrangements to offer and sell stock, certificates, bonds, notes, other evidences of indebtedness or securities that are directly or indirectly secured, collateralized or otherwise backed by or represent a direct or indirect interest in whole or in part in any of the assets, rights or Property described in Section 15.01 of this Lease, in one or more Persons or arrangements holding such assets, rights or Property, or any of them (collectively, the “Securities”), whether any such Securities are privately or publicly offered and sold, or rated or unrated (any combination of which actions and transactions described in both clauses (i) and (ii) in this paragraph, whether proposed or completed, are referred to in this Lease as a “Securitization”). Tenant shall cooperate fully with Landlord and any Affected Party with respect to all reasonable requests and due diligence procedures and to use reasonable efforts to facilitate such Securitization, including, without limitation, providing for inclusion in any prospectus or other Securities offering material such documents, financial and other data, and other information and materials which would customarily be required with respect to Tenant by a purchaser, transferee, assignee, servicer, participant, investor or rating agency involved with respect to such Securitization, and Tenant shall indemnify and hold harmless Landlord for any and all liabilities, losses and expenses arising under the Securities Act, or the Exchange Act, in connection with any material misstatement (or alleged misstatement) contained in such information provided in writing (including, without limitation, electronically) by Tenant or its officers, managers, members, employees, or agents, or any omission (or alleged omission) of a material fact by Tenant or its officers, managers, members, employees, or agents, the inclusion of which was necessary to make such written information not misleading, unless such material misstatement or alleged misstatement or omission or alleged omission is caused by Landlord or its directors, officers, managers, members, shareholders, employees, or agents. Tenant shall deliver to Landlord, any Affected Party and to any Person designated by Landlord, such statements and audit letters of reputable, independent certified public accountants pertaining to the written information provided by Tenant pursuant to this Section as shall be requested by Landlord or such Affected Party, as the case may be. Tenant also shall deliver to Landlord, any Affected Party and to any Person designated by Landlord or any Affected Party, such opinions of counsel (including, without limitation, local counsel opinions), appraisals, environmental reports and zoning letters, or updates of any of the foregoing, as are customarily delivered in connection with Securitizations or as may be required by any rating agency in connection with any Securitization. 303 49 PH 2713310.3 Section 18.12 REIT Qualification. Landlord and Tenant agree that all Rent payable by Tenant to Landlord shall qualify as “rents from real property” within the meaning of both Sections 512(b)(3) and 856(d) of the Code and the U.S. Department of Treasury Regulations promulgated thereunder (the “Treasury Regulations”). In the event that Landlord, in its sole and absolute discretion, determines that there is any risk that all or part of any Rent shall not qualify as “rents from real property” for the purposes of Sections 512(b)(3) or 856(d) of the Code and the Regulations promulgated thereunder, Tenant agrees (1) to cooperate with Landlord by entering into such amendment or amendments as Landlord deems necessary to qualify all Rents as “rents from real property,” and (2) to permit an assignment of this Lease; provided, however, that any amendment, assignment or other adjustment required pursuant to this Section shall be made so as to produce the equivalent Rent (in economic terms) payable prior to such adjustment. Section 18.13 State Specific Provisions. The provisions and/or remedies which are set forth on the attached Exhibit D shall be deemed a part of and included within the terms and conditions of this Lease. Section 18.14 Time Is of the Essence. Time is of the essence with respect to each and every provision of this Lease. Section 18.15 Waiver and Amendment. No provision of this Lease shall be deemed waived or amended except by a written instrument unambiguously setting forth the matter waived or amended and signed by the party against which enforcement of such waiver or amendment is sought. Waiver of any matter shall not be deemed a waiver of the same or any other matter on any future occasion. No acceptance by Landlord of an amount less than the Rental and other Monetary Obligations stipulated to be due under this Lease shall be deemed to be other than a payment on account of the earliest such Rental or other Monetary Obligations then due or in arrears nor shall any endorsement or statement on any check or letter accompanying any such payment be deemed a waiver of Landlord’s right to collect any unpaid amounts or an accord and satisfaction. Section 18.16 Successors Bound. Except as otherwise specifically provided herein, the terms, covenants and conditions contained in this Lease shall bind and inure to the benefit of the respective heirs, successors, executors, administrators and assigns of each of the parties hereto. Section 18.17 Captions. Captions are used throughout this Lease for convenience of reference only and shall not be considered in any manner in the construction or interpretation hereof. Section 18.18 Other Documents. Each of the parties agrees to sign such other and further documents as may be necessary or appropriate to carry out the intentions expressed in this Lease. 304 50 PH 2713310.3 Section 18.19 Entire Agreement. This Lease and any other instruments or agreements referred to herein, constitute the entire agreement between the parties with respect to the subject matter hereof, and there are no other representations, warranties or agreements except as herein provided. Section 18.20 Forum Selection; Jurisdiction; Venue; Choice of Law. For purposes of any action or proceeding arising out of this Lease, the parties hereto expressly submit to the jurisdiction of all federal and state courts located in the State of Minnesota. Tenant consents that it may be served with any process or paper by registered mail or by personal service within or without the State of Minnesota in accordance with applicable Law. Furthermore, Tenant waives and agrees not to assert in any such action, suit or proceeding that it is not personally subject to the jurisdiction of such courts, that the action, suit or proceeding is brought in an inconvenient forum or that venue of the action, suit or proceeding is improper. Nothing contained in this Section shall limit or restrict the right of Landlord to commence any proceeding in the federal or state courts located in the state where the Property is located to the extent Landlord deems such proceeding necessary or advisable to exercise remedies available under this Lease. This Lease shall be governed by, and construed with, the laws of the State of Minnesota, without giving effect to any state’s conflict of laws principles. Section 18.21 Counterparts. This Lease may be executed in one or more counterparts, each of which shall be deemed an original. To facilitate execution of this Lease, the parties may execute and exchange, by telephone facsimile or electronic mail PDF, counterparts of the signature pages. Signature pages may be detached from the counterparts and attached to a single copy of this Lease to physically form one document. Remainder of page intentionally left blank; signature page(s) to follow 305 Signature Page to Lease Agreement PH 2713310.3 IN WITNESS WHEREOF, Landlord and Tenant have entered into this Lease as of the date first above written. LANDLORD: SVCN 5 LLC, a Delaware limited liability company By: The RMR Group LLC, its Managing Agent By Printed Name: Matthew P. Jordan Title: Executive Vice President [Signatures continued on next page] 306 Signature Page to Lease Agreement PH 2713310.3 TENANT: MOE’S OF CHANHASSEN, LLC, a Minnesota limited liability company By: Printed Name: Title: 307 A-1 PH 2713310.3 EXHIBIT A PERMITTED FACILITY The Property may be used as a fast casual restaurant. 308 B-1 PH 2713310.3 EXHIBIT B LEGAL DESCRIPTION/STREET ADDRESS OF THE PROPERTY A. The Property address is as follows: 560 78th Street, West Chanhassen, Minnesota B. The legal description of the real property is as follows: The land situated in the City of Chanhassen, County of Carver, State of Minnesota, and described as follows: Lot 1, Block 1, Chadda Addition, Carver County, Minnesota (Abstract Property) 309 C-1 PH 2713310.3 EXHIBIT C SVCN 5 LLC Electronic Payment Instructions Control Account ACH/Wire Bank Name: PNC Bank, NA ABA/Routing Number: 031-207-607 Account Name: Service Properties Trust Account Number: 8026441337 Ref: SVCN 5 LLC Lockbox Address for Checks Service Properties Trust or SVCN 5 LLC c/o The RMR Group LLC PO Box 776903 Chicago, IL 60677-6903 310 D-1 PH 2713310.3 EXHIBIT D STATE SPECIFIC PROVISIONS NONE. 311 E-1 PH 2713310.3 EXHIBIT E PHYSICAL CONDITION ASSESSMENT SCHEDULE NONE. 312 PH 2713310.3 313 City Council Item April 15, 2024 Item Consider Preliminary Plat and Site Plan request for Market Street Addition; Redevelopment of the Chanhassen Cinema and Hotel. (Planning Case 24-01) File No.24-01 Item No: G.1 Agenda Section GENERAL BUSINESS Prepared By Eric Maass, Community Development Director Reviewed By Laurie Hokkanen SUGGESTED ACTION "Motion to approve the preliminary plat and site plan for Market Street Addition contingent on conformance with staff review comments and adopt the Findings of Fact." Motion Type Simple Majority Vote of members present Strategic Priority Development & Redevelopment SUMMARY The City Council considered this proposal at their meeting on March 11, 2024 and tabled action to April 15th, 2024. The applicant is requesting preliminary plat and site plan approval for the construction of two mixed use buildings totaling 310 market rate apartment units and approximately 14,882 square feet of leasable commercial space. BACKGROUND Roers Companies has applied to redevelop approximately four acres of property near the intersection of West 78th Street and Market Boulevard. The four acres proposed consist of the Country Inn & Suites and the now-closed Chanhassen Cinema. 314 The plans submitted for the redevelopment include two buildings, which would include about 14,000 square feet of first-floor commercial space to be used for restaurants, retail, or additional commercial services. Upper stories would consist of approximately 310 market-rate apartments and amenity decks. The buildings themselves have a variety of building heights, including areas that are one, two, five, and six stories in height. The project would include both structured and surface parking to serve the development with a total of 575 parking spaces, 406 of which would be structured parking. The Planning Commission reviewed and voted 7-0 to approve a variance to the build to zone as requested. This variance was required as portions of the west building were not within the newly established build to zone of 0-15 feet with a maximum setback of approximately 26 feet. The cause of the added setback was the result of Market Blvd curving away to the west and away from the subject property. The Planning Commission also considered the requested preliminary plat and site plan. Following a public hearing and discussion amongst the planning commission, the commission voted 7-0 to recommend approval of the preliminary plat and site plan. The meeting minutes from the planning commission that include comments from the public hearing have been attached to this case for reference. The City Council tabled the applications requesting preliminary plat and site plan approval at their meeting on March 11th so that questions regarding parking could be further analyzed and the overall design of the proposed buildings could be refined. Timeline April 15, 2024 | The City Council will consider the requested applications for preliminary plat, site plan, and tax increment financing for the proposed redevelopment project. April 8, 2024 | This City Council meeting was cancelled and rescheduled to April 15th. March 25, 2024 | The City Council held a second work session with the applicant to review architectural design of the proposed project. March 18, 2024 | The City Council reviewed the proposed architectural design of the project and provided feedback to the applicant and their design team for recommended revisions. March 11, 2024 | The City Council will consider the proposed redevelopment project applications for project approvals, including the request for tax increment financing. February 20, 2024 | The Planning Commission will hold a public hearing for interested community members to provide public comment on the proposed project. The Planning Commission will provide a recommendation to the City Council. January 22, 2024 | The city received formal land use applications from Roers for the proposed redevelopment project. January 17, 2024 | Roers Company hosted a public open house at the Chanhassen Recreation Center. Residents who attended provided feedback on the project and were able to ask questions about the future of the site. January 9, 2024 | The Economic Development Commission reviewed the requested Tax Increment Financing request and recommended approval of the request to the Economic Development Authority. The City Council serves as the City's Economic Development Authority. September 25, 2023 | Chanhassen City Council adopted Ordinance 715, adopting new standards for the downtown area zoning district and lifted the development moratorium. August 21, 2023 | Neighborhood open house hosted by Roers Companies to gather neighborhood feedback on the proposal. 315 July 17, 2023 | Roers Companies presented a preliminary redevelopment concept to the City Council. (7.17.23 Presentation attached to this case for reference). July 17, 2023 | Chanhassen City Council enacts development moratorium to update Central Business District (CBD) zoning district. April 5, 2023 | Chanhassen Cinema announces its permanent closure. DISCUSSION BUDGET RECOMMENDATION The Planning Commission and staff recommends approval of the requested preliminary plat and site plan contingent upon compliance with the city staff report and adoption of the attached findings of fact and decision. The Planning Commission adopted a resolution finding that the TIF plan was compliant with the City's Comprehensive Plan. ATTACHMENTS Development Review Application Applicants Project Description Market Street Addition Preliminary Plat Site Plan - Updated April 10, 2024 West Building Architectural Renderings and Material Board West Building Architectural Elevations East Building Architectural Renderings and Material Board East Building Architectural Elevations Complete Civil Plan Set - Feb 1, 2024 Updated Staff Report - Land Use Applications for April 15, 2024 City Council Findings of Fact and Decision Project FAQ Photometric Plan Traffic Study Parking Study Comprehensive Project Communications Report Prior To March 11, 2024 Feb 20 2024 Planning Commission Meeting Minutes Public comments received prior to public hearing at planning commission Comments to add to CC Packet received after PC meeting Public Comments Received March 12th - April 10th Preliminary Redevelopment Concept Presented to City Council on July 17, 2023 Memo to City Council on architecture and parking dated April 12, 2024 316 COMMUNITY DEVELOPMENT DEPARTMENT Planning Division – 7700 Market Boulevard Mailing Address – P.O. Box 147, Chanhassen, MN 55317 Phone: (952) 227-1100 / Fax: (952) 227-1110 APPLICATION FOR DEVELOPMENT REVIEW Submittal Date: PC Date: CC Date: 60-Day Review Date: Section 1: Application Type (check all that apply) (Refer to the appropriate Application Checklist for required submittal information that must accompany this application) Comprehensive Plan Amendment ......................... $600 Conditional Use Permit (CUP) Single-Family Residence ................................ $325 All Others......................................................... $500 Interim Use Permit (IUP) In conjunction with Single-Family Residence .. $325 All Others......................................................... $500 Rezoning (REZ) Planned Unit Development (PUD) .................. $750 Minor Amendment to existing PUD ................. $100 All Others......................................................... $500 Sign Plan Review ................................................... $150 Site Plan Review (SPR) Administrative .................................................. $100 Commercial/Industrial Districts* ...................... $500 Plus $10 per 1,000 square feet of building area: (______ thousand square feet) *Include number of existing employees: __________ *Include number of new employees:__________ Residential Districts ......................................... $500 Plus $5 per dwelling unit (_____ units) Subdivision (SUB) Create 3 lots or less ........................................ $500 Create over 3 lots ....................... $1000 + $15 per lot (_____ lots) Metes & Bounds (2 lots) .................................. $300 Consolidate Lots .............................................. $150 Administrative Subd. (Line Adjustment) .......... $150 Final Plat + $15 per lot .................................. $700* *(Includes $450 escrow for attorney costs) *Additional escrow may be required for other applications through the development contract. Vacation of Easements/Right-of-way (VAC) ........ $300 (Additional recording fees may apply) Variance (VAR) .................................................... $200 Wetland Alteration Permit (WAP) Single-Family Residence ............................... $150 All Others ....................................................... $275 Appeal of Administrative Decision........................ $200 Zoning Ordinance Amendment (ZOA) ................. $500 NOTE: When multiple applications are processed concurrently, the appropriate fee shall be charged for each application. Notification Sign (City to install and remove) ...................................................................................................................... $200 Property Owners’ List within 500’ (City to generate after pre-application meeting) .................................................. $3 per address (____ addresses) Escrow for Recording Documents (check all that apply) ....................................................................... $ per document Conditional Use Permit - $50 Wetland Alteration Permit - $50 Variance - $50 Interim Use Permit $50 Easements (__ easements) $85 Metes & Bounds Sub (2 deeds) $250 Site Plan Agreement - $85 Vacation - $85 Deeds - $100 TOTAL FEE: Section 2: Required Information Description of Proposal: Property Address or Location: Parcel #: Legal Description: Total Acreage: Wetlands Present? Yes No Present Zoning: Requested Zoning: Present Land Use Designation: Requested Land Use Designation: Existing Use of Property: Check box if separate narrative is attached. 317 Section 3: Property Owner and Applicant Information APPLICANT OTHER THAN PROPERTY OWNER: In signing this application, I, as applicant, represent to have obtained authorization from the property owner to file this application. I agree to be bound by conditions of approval, subject only to the right to object at the hearings on the application or during the appeal period. If this application has not been signed b y the property owner, I have attached separate documentation of full legal capacity to file the application. This application should be processed in my name and I am the party whom the City should contact regarding any matter pertaining to this application. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. I certify that the information and exhibits submitted are true and correct. Name: Contact: Address: Phone: City/State/Zip: Cell: Email: Fax: Signature: Date: PROPERTY OWNER: In signing this application, I, as property owner, have full legal capacity to, and hereby do, authorize the filing of this application. I understand that conditions of approval are binding and agree to be bound by those conditions, subject only to the right to object at the hearings or during the appeal periods. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to pr oceed with the study. I certify that the information and exhibits submitted are true and correct. Name: Contact: Address: Phone: City/State/Zip: Cell: Email: Fax: Signature: Date: PROJECT ENGINEER (if applicable) Name: Contact: Address: Phone: City/State/Zip: Cell: Email: Fax: Section 4: Notification Information Who should receive copies of staff reports? *Other Contact Information: Property Owner Email______________________________ Name: Applicant Email______________________________ Address: Engineer Email______________________________ City/State/Zip: Other* Email______________________________ Email: This application must be completed in full and be typewritten or clearly printed and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before filing this application, refer to the appropriate Application Checklist and confer with the Planning Department to determine the specific ordinance and applicable procedural requirements. A determination of completeness of the application shall be made within 15 business days of application submittal. A written notice of application deficiencies shall be mailed to the applicant within 15 business days of application. INSTRUCTIONS TO APPLICANT: Complete all necessary form fields, then select SAVE FORM to save a copy to your device. PRINT FORM and deliver to city along with required documents and payment. SUBMIT FORM to send a digital copy to the city for processing. 318 Project Descripon · ID: 25-11-90-030: Chanhassen Lodging, LLC (Parking) · ID: 25-11-90-010: Chanhassen Lodging, LLC (Hotel/Parking) · ID: 25-11-90-040: Chanhassen Lodging, LLC (Parking) · ID: 25-11-80-020: Chanhassen Lodging, LLC (Hotel/Parking) · ID: 25-11-80-010: Chanhassen Lodging, LLC (High Timber Lounge) · ID: 25-44-60-011: Chanhassen Lodging, LLC (Sliver west of Theater) · ID: 25-28-30-010: Chanhassen Lodging, LLC (Theater) Required Applicaons: · Preliminary Plat · Final Plat (later) · Site Plan · Vacaon of Easements Urban Design: The development site sits within a super-block bounded by 78th Street to the north, Market Boulevard to the west, Market Street to the south and Great Plains Boulevard to the east. This block, measuring 670’ north to south and over ¼ mile east to west is unbroken by any roads. Several parcels have no frontage on a public right of way and rely on access easements through adjacent parcels. The large amount of grade change from north to south further inhibits access through the superblock. One of the primary urban design goals of the proposed development is to provide more legible connecons through the site. Toward that goal, the development is split into two buildings separated by an extension of Laredo Drive to the southern boundary of the development site. This extension of Laredo Drive will be sloped to the maximum praccable extent in order to facilitat e a future further extension of Laredo south to Market Street, if and when the property to the south is redeveloped. Within the two buildings, spaces at the street level are organized to minimize the visual impact of automobiles and promote walkability. Retail spaces and residenal support spaces line 78 th Street and the Laredo Drive extension. Walk-up townhomes line the west side of the West Building. Structured parking is located behind these acve uses at stree t level and below grade. Below a 51-stall surface parking lot in the northwest corner will be underground stormwater tanks. Sidewalks will line all streets, and planted boulevards with canopy trees will be provided wherever possible, both to provide shade for pedestrians and to create a buffer between the street and sidewalk. All retail spaces will have their primary entrances facing the street. Customers will park either in the northwest surface lot or within the street-level structures parking garage in the west building. Two paseos allow pedestrian access from the customer parking area to 78th Street and the business entrances. The retail space on the corner of 78th and Market is designed to house a restaurant including a covered, outdoor dining terrace facing the corner and the new City Hall building. 319 Architecture: The development team’s design goal is to create an architecture suited to a mixed use downtown. Along 78th Street, the retail spaces are expressed in one- and two-story volumes. The upper floors of housing are stepped back from this retail base. The West Building is the larger of the two buildings and has more than 300’ of frontage along 78th Street, similar in scale to the length of a tradional city block. The massing of the building is sculpted into several disnct volumes that help evoke the idea of a tradional town center made up of individual buildings that have accreted over me. The two larg est recesses in the façade coincide with the paseos that provide pedestrian connecons from the custome r parking to 78th Street. These recesses help provide way-finding to the paseos. Several upper-story step backs contribute to a varied cornice line. The West Building features a large, west-facing outdoor recreaonal terrace along Market Boulevard. An addional amenity space occurs at the upper level o f the building affording views toward the Civic Center Campus. The East Building is oriented toward Laredo Drive and is set back from 78th Street, aligned with Aldi and The Venue. This setback serves to maintain exisng traffic paGerns, namely the connecon of the Aldi parking lot to Laredo Drive. Stormwater tanks serving the enre development sit below this parking lot . Similar to the West Building, The north elevaon of the East Building is composed of a one-story base of commercial storefronts, with several stories of housing above that are stepped back from the base. A strategic upper story step back on the north façade accommodates an upper-level terrace and club room that face north and west. Due to the grade change across the site, the East Building’s underground parking is gradually revealed toward the south and on the south façade, the parking is lined with four walk-up flats with generous paos. Parking: In an effort to develop a compact, pedestrian-focused, vercally-mixed-use community in the Downtown Mixed use character area, the development team is endeavoring to make the most efficient use of parking stalls both within the redevelopment parcels and among several adjacent parcels that have an effecve surplus of under-ulized parking. The propo sed plan provides 467 stalls (of which 406 are enclosed) on the development sites. In addion to t hese on-site stalls, there are several legal agreements in place that allow the Cinema (East Building) parcel rights to parking stalls on adjacent properes. The Chanhassen municipal code provides t hat for mixed use projects, parking requirements shall be determined by the city based on the uses. A parking demand study is being prepared to calculate the parking demand of the enre project, taking into account differing peak mes generated by different uses. Listed below are the off-site parking resources the development team proposes to use in order to sasfy the development’s required parking: · 25 surface stalls south of the “cinema parcel” (East Building): o An exisng easement (Doc # A387167) allows the cine ma parcel unrestricted use of 25 stalls. We propose to use these stalls for residents of the East Building. 320 · 103 enclosed stalls in the Southwest Transit parking garage: o An exisng easement (Doc #A662708) gives The Venue and Cinema parcels access to 103 stalls in the SW Transit parking facility but restricts use to weekends and weekday nights between 6:00 pm and 2:00 am the following morning. This me restricon doesn’t allow these stalls to be effecvely used for resident parking but the allowable mes correspond closely with the typical peak use of guests of residents. The development team proposes to use 37 of these stalls toward the combined 65 required guest stalls for The Venue and East Building. · The “cinema parcel” has rights to park in the enre parking lot south of The Venue, but overnight parking is restricted. 321 322 323 NO PARKING78TH STREET MARKET BOULEVARDLAREDODRIVENO PARKINGPROPOSED 10' D&U EASEMENT 10.5'10.4'PROPOSED 10' D&U EASEMENT PROPOSED 10' D&U EASEMENT PROPOSED 6' D&U EASEMENT TIE INTO EXISTING CURB AND GUTTER16.0'A A A A A A AA A A B B C D D D D D E C 18.0'26.0'18.0'7.0'18.0'8.0'8.0'5.0'P F P P 9.0' M ME E E N N N N N N G G G G H H H H H H H E TRANSFORMERS, SEE MEP PLANS TRANSFORMERS, SEE MEP PLANS18.5'15.9'7.3'9.5'11.2' 116.7'35.9'5.0'5.0'11.0'II K A L O O O O O O O OO O O O O O O O O OOO FUTURE CURB - BY OTHERS FUTURE CURB - BY OTHERS PROPOSED D&U EASEMENT PROPOSED D&U EASEMENT 26.0'18.0'7.9'36.0'12.1'5.6'24.0'36.0'4.7' 9.0' 19.8'9.8' EXISTING CURB 7.0'8.6'6.0'26.0'8.3' 17.1'1.9'24.0'2.7'2.5'10.8'8.9'13.4'11.3'11.9'6.0' 8.8' 60.0' FUTURE ROW R30.0' R10.0' R10.0' R10.0' R10.0' 3.1' 11.0' 0.6' 2.9'1.1'0.6'JJ J J J J J JJ J 13.0'6.0'7.5' LOT 1, BLOCK 1 LOT 1, BLOCK 2 OUTLOT A P Q Q 6.2' 5.1' R R R RETAINING WALL STAIRS - SEE ARCH PLANS STAIRS STAIRS - SEE ARCH PLANS H H H GENERATOR, SEE MEP PLANS BARRICADES PER CITY DETAIL 7.3' 11.6'5.0'N5.0'6.0'11.3'5.3'18.0'9.0'13.0'37.3'GENERATOR, SEE MEP PLANS S DO NOT DISTURB EXISTING TRAFFIC SIGNAL T T5.0'I L K BUILDING OVERHEAD - SEE ARCH PLANS UNDERGROUND STORMWATER SYSTEM EXTENTS COORDINATE TRAFFIC SIGNAL LOCATION WITH CITY EAST BUILDING - SEE ARCH PLANS (126 HOUSING UNITS) WEST BUILDING - SEE ARCH PLANS (184 HOUSING UNITS) 10.0' 13.7' 17.1' 23.6'14.1'5.7'9.0' 11.6'13.8'20.0' 111.8' 20.0'16.7'3.7'1.9' 5.0' 42.1'N 21.7' 9.0' EXISTING ACCESS EASEMENT 8.3' R10.0'R3.0'R10.0' R5.0' R3.0' R5.0' R10.0' R3.0'8.3'14.5'J J J P P 1.7' 3.5' 11.9' 16.0' F F F F G G U U F F F F 6.2'13.9'G G U OUTLOT B BUILDING OVERHEAD - SEE ARCH PLANS BUILDING OVERHEAD - SEE ARCH PLANS 4.0'4.1'DOG RUN8.0'12.1'13.1'15.0'1.8'H O O V V DO NOT DISTURB EXISTING TRAFFIC SIGNAL O O J PRELIMINARY - NOT FOR CONSTRUCTIONMICHAEL C. BRANDT, P.E. 01/19/2024 462661DATE: SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. MN LIC. NO. PRELIMINARY NOT FOR CONSTRUCTION LAND USE APPLICATION 1/19/2024 ORIGINAL ISSUE: REVISIONS: No.Description Date MARKET BLVD & W 78TH ST NOT FORCONSTRUCTION 2024 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM © MARKET BLVD & W 78TH ST 1 RPBCWD SUBMITTAL 03/20/2024 NORTH LEGEND PROPERTY SUMMARY TOTAL PROPERTY AREA 4.09 AC / 178,247 SF DISTURBED AREA 5.57 AC / EXISTING IMPERVIOUS AREA 3.36 AC / 146,306 SF / 82.1% EXISTING PERVIOUS AREA 0.73 AC / 31,941SF / 17.9% PROPOSED IMPERVIOUS AREA 3.66 AC / 159,455 SF / 89.5% PROPOSED PERVIOUS AREA 0.43 AC / 18,792 SF / 10.5% SITE DATA EXISTING ZONING CENTRAL BUSINESS DISTRICT PROPOSED ZONING CENTRAL BUSINESS DISTRICT PROPOSED LAND USE MULTI-FAMILY HOUSING AND RETAIL REQUIRED PARKING SETBACKS SIDE/REAR = 0' RIGHT OF WAY = 0' REQUIRED/PROVIDE BUILDING SETBACKS FRONT (WEST BLDG) = 0' / 10.4' SIDE (EAST BLDG) = 0' / 7.5' REAR (WEST BLDG) = 0' / 10.8 RIGHT OF WAY (WEST BLDG) = 0' /10.5' SITE PLAN NOTES 1.REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF STOOPS, TRUCK DOCKS, TRASH ENCLOSURES & PRECISE BUILDING DIMENSIONS. REFER TO THE SITE ELECTRICAL PLAN FOR LOCATIONS OF PROPOSED LIGHT POLES, CONDUITS, AND ELECTRICAL EQUIPMENT. 2.REFER TO CERTIFIED SITE SURVEY OR PLAT FOR EXACT LOCATION OF EXISTING EASEMENTS, PROPERTY BOUNDARY DIMENSIONS, AND ADJACENT RIGHT-OF-WAY & PARCEL INFORMATION. 3.DIMENSIONS AND RADII ARE DRAWN TO THE FACE OF CURB, UNLESS OTHERWISE NOTED. DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT, AND AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. 4.UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATING EXISTING SITE IMPROVEMENTS THAT CONFLICT WITH THE PROPOSED WORK, INCLUDING BUT NOT LIMITED TO TRAFFIC SIGNS, LIGHT POLES, ABOVEGROUND UTILITIES, ETC. PERFORM WORK IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITE WORK SPECIFICATIONS. COST SHALL BE INCLUDED IN BASE BID. 5.TYPICAL PARKING STALL DIMENSIONS SHALL BE 9.0-FEET IN WIDTH AND 18-FEET IN LENGTH UNLESS OTHERWISE INDICATED. 6.MONUMENT SIGN(S) ARE DETAILED ON THE ARCHITECTURAL PLANS AND ARE SHOWN FOR GRAPHICAL & INFORMATIONAL PURPOSES ONLY. CONTRACTOR TO VERIFY SIGN DIMENSIONS, LOCATION AND REQUIRED PERMITS WITH THE OWNER. BUILDING DATA WEST BUILDING AREA (FOOTPRINT)66,721 SF EAST BUILDING AREA (FOOTPRINT)39,221 SF TOTAL BUILDING AREA (FOOTPRINT)105,943 SF PERCENT OF TOTAL PROPERTY AREA 59.44% MAXIMUM BUILDING HEIGHT ALLOWED 78' WEST BUILDING PROPOSED HEIGHT 76'-8" WEST BUILDING FIRST FLOOR HEIGHT VARIES 15' TO 16' WEST BUILDING UPPER FLOORS HEIGHT 10'-8" TO 11'-8" EAST BUILDING PROPOSED HEIGHT 69'-2" EAST BUILDING FIRST FLOOR HEIGHT 14'-0" EAST BUILDING UPPER FLOORS HEIGHT 10'-8" TO 11'-8" PARKING SUMMARY REQUIRED TOTAL PARKING TO BE DETERMINED BY CITY PARKING ANALYSIS PROPOSED INTERNAL PARKING - WEST BUILDING 338 SPACES (64 OPEN TO PUBLIC) PROPOSED INTERNAL PARKING - EAST BUILDING 68 SPACES PROPOSED EXTERNAL PARKING - NORTH AREA 54 SPACES PROPOSED EXTERNAL PARKING - EAST AREA & SOUTH OFFSITE AREA 15 SPACES SOUTHERN OFF-SITE PARKING (RIGHTS VIA EASEMENT NO.A387167)25 SPACES SOUTHEAST OFF-SITE VENUE APARTMENT EXCESS PARKING 75 SPACES TOTAL PROVIDED PARKING 575 SPACES REQUIRED ACCESSIBLE PARKING 15 SPACES PROPOSED ACCESSIBLE PARKING 15 SPACES PROPOSED CURB AND GUTTER PROPERTY LINE PROPOSED FENCE RETAINING WALL DRAINAGE AND UTILITY EASEMENT STANDARD DUTY ASPHALT PAVMENT SEE DETAILS FOR SECTION RIGHT OF WAY PAVEMENT SEE DETAILS FOR SECTION HEAVY DUTY CONCRETE PAVEMENT SEE DETAILS FOR SECTION CONCRETE SIDEWALK SEE DETAILS FOR SECTION Know what'sbelow. before you dig.Call R C400 SITE PLAN KEYNOTE LEGEND SIDEWALK, SEE INSET A PUBLIC ASPHALT PAVEMENT, SEE INSET B HEAVY DUTY PAVEMENT, SEE INSET C STANDARD DUTY ASPHALT PAVEMENT, SEE INSET D HEAVY DUTY CONCRETE PAVEMENT, SEE INSET E B612 CONCRETE CURB AND GUTTER, SEE DETAIL ON SHEET TRANSITION CURB & GUTTER FROM FULL HEIGHT TO FLAT CURB MATCH EXISTING EDGE OF PAVEMENT/ CURB & GUTTER ACCESSIBLE PARKING ACCESSIBLE PEDESTRIAN CURB RAMP ACCESSIBLE PARKING SIGN AREA STRIPED WITH 4" SYSL @ 45° 2' O.C. COMMERCIAL DRIVEWAY, SEE CITY OF CHANHASSEN PLATE 5207 RAISED PATIO, SEE ARCHITECTURAL PLANS LANDSCAPE AREA, SEE LANDSCAPE PLANS B618 CONCRETE CURB AND GUTTER, SEE DETAIL ON SHEET TRANSITION CURB & GUTTER FROM B618 TO B612 STOP SIGN BOLLARD "NO PARKING - LOADING ZONE ONLY" SIGN FLAT CURB BIKE RACK ATTACHED TO PAVEMENT - PRODUCT TBD A B C D E F G H I J K L M N O P Q R S T U V FUTURE CURB AND GUTTER - BY OTHERS UNDERGROUND BMP PROPOSED TREE TRENCH LIMITS OF DISTURBANCE 324 Signature Typed or Printed Name License # Date PROJECT NUMBER DRAWN BY CHECKED BY ORIGINAL ISSUE: REVISIONS: KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed architect under the laws of the State of Minnesota 4/5/2024 7:00:53 PMA.16 WEST BUILDING - 3D VIEWS Project Number Author Checker Market Blvd & W 78th St Market Blvd & W 78th St Chanhassen, MN LAND USE APPLICATION UPDATE 4/05/2024 WEST BUILDING -STREET LEVEL VIEW LOOKING SOUTHEAST FROM NW CORNER OF MARKET BLVD & 78TH STREET INTERSECTION WEST BUILDING -VIEW OF WALK-UP UNITS AND STREETSCAPE ALONG MARKET BLVD WEST BUILDING -VIEW OF SOUTHWEST CORNER LOOKING NORTH ALONG MARKET BLVD WEST BUILDING -VIEW OF RESTAURANT, RESIDENTIAL LOBBY ENTRY, AND PARKING ACCESS PASSAGEWAY ALONG 78TH STREET WEST BUILDING -VIEW OF NORTHWEST CORNER AND 78TH & MARKET BLVD FRONTAGES WEST BUILDING -VIEW OF NORTHEAST CORNER AND LAREDO DRIVE EXTENSION BETWEEN THE PROPOSED BUILDINGS No. Description Date 325 Signature Typed or Printed Name License # Date PROJECT NUMBER DRAWN BY CHECKED BY ORIGINAL ISSUE: REVISIONS: KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed architect under the laws of the State of Minnesota 4/5/2024 7:00:54 PMA.16.1 WEST BUILDING - 3D VIEWS Project Number Author Checker Market Blvd & W 78th St Market Blvd & W 78th St Chanhassen, MN LAND USE APPLICATION UPDATE 4/05/2024 No. Description Date WEST BUILDING -VIEW FROM KRAUS-ANDERSON PROPERTY LOOKING NORTH WEST BUILDING -GROUND LEVEL VIEW OF WALK-UP UNITS & STREETSCAPE ALONG MARKET BLVD LOOKING SEWEST BUILDING -GROUND LEVEL VIEW OF WALK-UP UNITS & STREETSCAPE ALONG MARKET BLVD LOOKING NE WEST BUILDING -VIEW OF SOUTHWEST CORNER LOOKING NE FROM MARKET BLVD 326 Signature Typed or Printed Name License # Date PROJECT NUMBER DRAWN BY CHECKED BY ORIGINAL ISSUE: REVISIONS: KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed architect under the laws of the State of Minnesota 4/5/2024 7:00:55 PMA.18 WEST BUILDING - EXTERIOR FINISHES Project Number Author Checker 02/13/24 Market Blvd & W 78th St Market Blvd & W 78th St Chanhassen, MN LAND USE APPLICATION UPDATE 4/05/2024 BRICK 1A -COLOR #1 BRICK 1B -COLOR #2 STONE 2A CAST STONE 2BARCHITECTURAL PRECAST 3A -COLOR #1 METAL PANEL 5A -COLOR #1/ METAL BALCONY & RAILING 12D METAL PANEL 5B -COLOR #2/ METAL HEAD PANEL 10C/ METAL SILL PANEL 10D FIBER CEMENT PANEL 6A -COLOR #1 COMPOSITE WINDOW FRAME 8A/ ALUMINUM STOREFRONT FRAME 8B/ METAL BALCONY & RAILING 12C METAL FLASHING 10A No. Description Date FIBER CEMENT PANEL 6B -COLOR #1 327 LEVEL 1 100' - 0" LEVEL 2 116' - 0" LEVEL 3 127' - 8" LEVEL 4 138' - 4" LEVEL 5 149' - 0" LEVEL 6 159' - 8" ROOF LEVEL 170' - 4"GROUND STORY HT.16' - 0"11' - 8"10' - 8"10' - 8"10' - 8"10' - 8"SEE PLAN PASSAGEWAY SEE PLAN PASSAGEWAY OPEN BUILDING HEIGHT GROUND LEVEL 100'-0" (EL: 976') [10' ABOVE LOWEST ADJOINING GROUND LEVEL] ELEVATOR OVERRUN 176' - 8"BUILDING HEIGHT @ 5-STORY PORTION63' - 0"BUILDING HEIGHT (TO ELEVATOR OVERRUN)76' - 8"1A 1B5A 8B 6A 6A 2B 10A 5A 23A10C10D LEVEL 1 100' - 0" LEVEL 2 116' - 0" LEVEL 3 127' - 8" LEVEL 4 138' - 4" LEVEL 5 149' - 0" LEVEL 6 159' - 8" ROOF LEVEL 170' - 4" MINUS 1 LEVEL 89' - 4"10' - 8"10' - 8"10' - 8"10' - 8"11' - 8"GROUND STORY HT.16' - 0"10' - 8"BUILDING HEIGHT GROUND LEVEL 100'-0" (EL: 976') [10' ABOVE LOWEST ADJOINING GROUND LEVEL] AMENITY ROOF 172' - 4" ELEVATOR OVERRUN 176' - 8"BUILDING HEIGHT TO ELEVATOR OVERRUN76' - 8"BUILDING HEIGHT @ TYPICAL 6-STORY PORTION72' - 0"9B 2B 2B 2A8C 6A12C 8A 10C 9A 9A5B5A 8B 1A 5A 6A2B 10D 6A 1B1B1A10A 10A 8C Signature Typed or Printed Name License #Date PROJECT NUMBER DRAWN BY CHECKED BY ORIGINAL ISSUE: REVISIONS: KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed architect under the laws of the State of Minnesota 4/5/2024 7:00:39 PMA.12 WEST BUILDING ELEVATIONS Project Number Author Checker Market Blvd & W 78th St Market Blvd & W 78th St Chanhassen, MN LAND USE APPLICATION UPDATE 4/05/2024 3/32" = 1'-0"A.12 1 NORTH ELEVATION 3/32" = 1'-0"A.12 2 EAST ELEVATION EXTERIOR MATERIAL KEYNOTES 1A BRICK - COLOR #1 1B BRICK - COLOR #2 1C BRICK - COLOR #3 1D BRICK - COLOR #4 2A STONE - COLOR #1 2B CAST STONE STRINGCOURSE - COLOR #1 3A ARCHITECTURAL PRECAST - COLOR #1 3B ARCHITECTURAL PRECAST - COLOR #2 5A PREFINISHED METAL PANEL - COLOR #1 5B PREFINISHED METAL PANEL - COLOR #2 5C PREFINISHED PROFILED METAL PANEL - COLOR #3 6A FIBER CEMENT WALL PANEL - COLOR #1 6B FIBER CEMENT WALL PANEL - COLOR #2 6C FIBER CEMENT WALL PANEL - COLOR #3 6D FIBER CEMENT WALL PANEL - COLOR #4 8A COMPOSITE WINDOW/DOOR UNIT 8B ALUMINUM STOREFRONT SYSTEM 8C OVERHEAD DOOR 9A EXTERNAL LOUVER GRILLE - COLORS VARY 9B PREFINISHED MECHANICAL LOUVER 10A PREFINISHED METAL FLASHING/TRIM - COLOR #1 10B PREFINISHED METAL FLASHING/TRIM - COLOR #2 10C PREFINISHED METAL HEAD PANEL 10D PREFINISHED METAL SILL PANEL 12A METAL RAILING SYSTEM 12C PREFABRICATED METAL BALCONY & RAILING SYSTEM -COLOR #1 16A CAST IN PLACE CONCRETE STOOP KEY PLAN KEY PLAN No. Description Date ACCENT MATERIAL PERCENTAGE EAST ELEVATION: 28% NORTH ELEVATION: 28% WEST ELEVATION: 23% SOUTH ELEVATION: 37% TOTAL (PRIMARY ELEVATIONS): 30% TOTAL (ALL BUILDING FACES): 24% PRIMARY ELEVATIONS 328 LEVEL 1 100' - 0" LEVEL 2 116' - 0" ROOF LEVEL 170' - 4" MINUS 1 LEVEL 89' - 4"10' - 8"10' - 8"10' - 8"10' - 8"11' - 8"GROUND STORY HT.16' - 0"10' - 8"LOCATION FOR PUBLIC ART MURAL OPPORTUNITY COURTYARD ELEVATION BEYOND. SEE SHEET # /4 A.14 BUILDING HEIGHT GROUND LEVEL 100'-0" (EL: 976') [10' ABOVE LOWEST ADJOINING GROUND LEVEL] ALTERNATE LOCATION FOR PUBLIC ART MURAL OPPORTUNITY AMENITY ROOF 172' - 4" ELEVATOR OVERRUN 176' - 8"BUILDING HEIGHT @ TYPICAL 6-STORY PORTION72' - 0"3A9B 1B 5A 6A 1A TOTAL AREA:25,070 SF BRICK AREA: 4,305 SF PRECAST AREA: 5,000 SF LEVEL 1 100' - 0" LEVEL 2 116' - 0" LEVEL 3 127' - 8" LEVEL 4 138' - 4" LEVEL 5 149' - 0" LEVEL 6 159' - 8" ROOF LEVEL 170' - 4" MINUS 1 LEVEL 89' - 4" COURTYARD ELEVATION BEYOND. SEE SHEET # /1 A.14 BUILDING HEIGHT GROUND LEVEL 100'-0" (EL: 976') [10' ABOVE LOWEST ADJOINING GROUND LEVEL]10' - 8"10' - 8"10' - 8"10' - 8"11' - 8"GROUND STORY HT.16' - 0"BASEMENT10' - 8"UPPER STORIES HEIGHTSAMENITY ROOF 172' - 4" ELEVATOR OVERRUN 176' - 8"BUILDING HEIGHT (TO ELEVATOR OVERRUN)76' - 8"63' - 8"1A 1B 6B 5A 6A 10A 8B TOTAL AREA: 17,310 SF BRICK AREA: 4,120 SF 12A16A Signature Typed or Printed Name License # Date PROJECT NUMBER DRAWN BY CHECKED BY ORIGINAL ISSUE: REVISIONS: KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed architect under the laws of the State of Minnesota 4/5/2024 7:00:44 PMA.13 WEST BUILDING ELEVATIONS Project Number Author Checker Market Blvd & W 78th St Market Blvd & W 78th St Chanhassen, MN LAND USE APPLICATION UPDATE 4/05/2024 3/32" = 1'-0"A.13 1 SOUTH ELEVATION 3/32" = 1'-0"A.13 2 WEST ELEVATION EXTERIOR MATERIAL KEYNOTES 1A BRICK - COLOR #1 1B BRICK - COLOR #2 1C BRICK - COLOR #3 1D BRICK - COLOR #4 2A STONE - COLOR #1 2B CAST STONE STRINGCOURSE - COLOR #1 3A ARCHITECTURAL PRECAST - COLOR #1 3B ARCHITECTURAL PRECAST - COLOR #2 5A PREFINISHED METAL PANEL - COLOR #1 5B PREFINISHED METAL PANEL - COLOR #2 5C PREFINISHED PROFILED METAL PANEL - COLOR #3 6A FIBER CEMENT WALL PANEL - COLOR #1 6B FIBER CEMENT WALL PANEL - COLOR #2 6C FIBER CEMENT WALL PANEL - COLOR #3 6D FIBER CEMENT WALL PANEL - COLOR #4 8A COMPOSITE WINDOW/DOOR UNIT 8B ALUMINUM STOREFRONT SYSTEM 8C OVERHEAD DOOR 9A EXTERNAL LOUVER GRILLE - COLORS VARY 9B PREFINISHED MECHANICAL LOUVER 10A PREFINISHED METAL FLASHING/TRIM - COLOR #1 10B PREFINISHED METAL FLASHING/TRIM - COLOR #2 10C PREFINISHED METAL HEAD PANEL 10D PREFINISHED METAL SILL PANEL 12A METAL RAILING SYSTEM 12C PREFABRICATED METAL BALCONY & RAILING SYSTEM -COLOR #1 16A CAST IN PLACE CONCRETE STOOP KEY PLAN KEY PLAN No. Description Date 329 LEVEL 1 100' - 0" LEVEL 2 116' - 0" LEVEL 3 127' - 8" LEVEL 4 138' - 4" LEVEL 5 149' - 0" LEVEL 6 159' - 8" ROOF LEVEL 170' - 4" PROFILE OF BUILDING IN SECTION 5A 9A 10' - 8"10' - 8"10' - 8"10' - 8"AMENITY ROOF 172' - 4" ELEVATOR OVERRUN 176' - 8" 6A LEVEL 1 100' - 0" LEVEL 2 116' - 0" LEVEL 3 127' - 8" LEVEL 4 138' - 4" LEVEL 5 149' - 0" LEVEL 6 159' - 8" ROOF LEVEL 170' - 4"6A10A 10C 12C 12C PROFILE OF BUILDING IN SECTION PROFILE OF BUILDING IN SECTION 2B AMENITY ROOF 172' - 4" ELEVATOR OVERRUN 176' - 8" 1A LEVEL 1 100' - 0" LEVEL 2 116' - 0" LEVEL 3 127' - 8" LEVEL 4 138' - 4" LEVEL 5 149' - 0" LEVEL 6 159' - 8" ROOF LEVEL 170' - 4" 23A PROFILE OF BUILDING IN SECTION ELEVATOR OVERRUN 176' - 8" 9A 1B6A LEVEL 1 100' - 0" LEVEL 2 116' - 0" LEVEL 3 127' - 8" LEVEL 4 138' - 4" LEVEL 5 149' - 0" LEVEL 6 159' - 8" ROOF LEVEL 170' - 4" 9A 6A PROFILE OF BUILDING IN SECTION PROFILE OF BUILDING IN SECTION ELEVATOR OVERRUN 176' - 8" LEVEL 1 100' - 0" LEVEL 2 116' - 0" LEVEL 3 127' - 8" LEVEL 4 138' - 4" LEVEL 5 149' - 0" LEVEL 6 159' - 8" ROOF LEVEL 170' - 4" PROFILE OF BUILDING IN SECTION 10' - 8"10' - 8"10' - 8"10' - 8"11' - 8"ELEVATOR OVERRUN 176' - 8" 6A 12C9A 10C LEVEL 1 100' - 0" LEVEL 2 116' - 0" LEVEL 3 127' - 8" LEVEL 4 138' - 4" LEVEL 5 149' - 0" LEVEL 6 159' - 8" ROOF LEVEL 170' - 4" 12A PROFILE OF BUILDING IN SECTION 10' - 8"10' - 8"10' - 8"10' - 8"11' - 8"ELEVATOR OVERRUN 176' - 8" 6A 8A 12C 1B Signature Typed or Printed Name License # Date PROJECT NUMBER DRAWN BY CHECKED BY ORIGINAL ISSUE: REVISIONS: KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed architect under the laws of the State of Minnesota 4/5/2024 7:00:52 PMA.14 WEST BUILDING ELEVATIONS Project Number Author Checker Market Blvd & W 78th St Market Blvd & W 78th St Chanhassen, MN LAND USE APPLICATION UPDATE 4/05/2024 3/32" = 1'-0"A.14 1 WEST COURTYARD - WEST-FACING ELEVATION 3/32" = 1'-0"A.14 2 WEST COURTYARD - SOUTH-FACING ELEVATION 3/32" = 1'-0"A.14 3 WEST COURTYARD - NORTH-FACING ELEVATION 3/32" = 1'-0"A.14 4 SOUTH COURTYARD - SOUTH-FACING ELEVATION 3/32" = 1'-0"A.14 5 SOUTH COURTYARD - EAST-FACING ELEVATION 3/32" = 1'-0"A.14 6 SOUTH COURTYARD - WEST-FACING ELEVATION EXTERIOR MATERIAL KEYNOTES 1A BRICK - COLOR #1 1B BRICK - COLOR #2 1C BRICK - COLOR #3 1D BRICK - COLOR #4 2A STONE - COLOR #1 2B CAST STONE STRINGCOURSE - COLOR #1 3A ARCHITECTURAL PRECAST - COLOR #1 3B ARCHITECTURAL PRECAST - COLOR #2 5A PREFINISHED METAL PANEL - COLOR #1 5B PREFINISHED METAL PANEL - COLOR #2 5C PREFINISHED PROFILED METAL PANEL - COLOR #3 6A FIBER CEMENT WALL PANEL - COLOR #1 6B FIBER CEMENT WALL PANEL - COLOR #2 6C FIBER CEMENT WALL PANEL - COLOR #3 6D FIBER CEMENT WALL PANEL - COLOR #4 8A COMPOSITE WINDOW/DOOR UNIT 8B ALUMINUM STOREFRONT SYSTEM 8C OVERHEAD DOOR 9A EXTERNAL LOUVER GRILLE - COLORS VARY 9B PREFINISHED MECHANICAL LOUVER 10A PREFINISHED METAL FLASHING/TRIM - COLOR #1 10B PREFINISHED METAL FLASHING/TRIM - COLOR #2 10C PREFINISHED METAL HEAD PANEL 10D PREFINISHED METAL SILL PANEL 12A METAL RAILING SYSTEM 12C PREFABRICATED METAL BALCONY & RAILING SYSTEM -COLOR #1 16A CAST IN PLACE CONCRETE STOOP KEY PLAN KEY PLAN KEY PLAN KEY PLAN KEY PLAN KEY PLAN No. Description Date 330 Signature Typed or Printed Name License #Date PROJECT NUMBER DRAWN BY CHECKED BY ORIGINAL ISSUE: REVISIONS: KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed architect under the laws of the State of Minnesota 4/11/2024 10:58:35 PMA.25 EAST BUILDING 3D VIEWS Project Number Author Checker 04.12.24 Market Blvd & W 78th St Market Blvd & W 78th St Chanhassen, MN LAND USE APPLICATION UPDATE 04/05/2024 1 3 6 4 No. Description Date 2 5 12 34 55 331 Signature Typed or Printed Name License # Date PROJECT NUMBER DRAWN BY CHECKED BY ORIGINAL ISSUE: REVISIONS: KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed architect under the laws of the State of Minnesota 4/11/2024 10:58:36 PMA.26 EAST BUILDING 3D VIEWS Project Number Author Checker 04.12.24 Market Blvd & W 78th St Market Blvd & W 78th St Chanhassen, MN LAND USE APPLICATION UPDATE 04/05/2024 No. Description Date 8 7 7 8 10 9 9 10 332 Signature Typed or Printed Name License #Date PROJECT NUMBER DRAWN BY CHECKED BY ORIGINAL ISSUE: REVISIONS: KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed architect under the laws of the State of Minnesota 4/12/2024 11:38:26 AMA.18.1 EAST BUILDING - EXTERIOR FINISHES Project Number Author Checker Market Blvd & W 78th St Market Blvd & W 78th St Chanhassen, MN LAND USE APPLICATION UPDATE 4/05/2024 No. Description Date BRICK 1C -COLOR #3 BRICK 1D -COLOR #4 ARCHITECTURAL PRECAST 3B -COLOR #2 METAL PANEL 5B -COLOR #2/ METAL HEAD PANEL 10C/ METAL SILL PANEL 10D FIBER CEMENT PANEL 6A -COLOR #2 COMPOSITE WINDOW FRAME 8A/ ALUMINUM STOREFRONT FRAME 8B/ METAL BALCONY & RAILING 12C METAL FLASHING 10A FIBER CEMENT PANEL 6C -COLOR #3 FIBER CEMENT PANEL 6B -COLOR #1 FIBER CEMENT PANEL 6D -COLOR #4 PREFINISHED PROFILED METAL PANEL 5C - COLOR #3 EXAMPLE OF BRICK SPANDREL DESIGN DETAIL 333 LEVEL 1 103' - 4" LEVEL 2 114' - 0" LEVEL 3 124' - 8" LEVEL 4 135' - 4" LEVEL 5 146' - 0" ROOF 156' - 8" MINUS 1 LEVEL 87' - 0" LEVEL RETAIL 100' - 0"14' - 0"10' - 8"10' - 8"10' - 8"10' - 8"4' - 0"975' 975' 971'8' - 6"14' - 0"10' - 8"10' - 8"10' - 8"10' - 8"59' - 11"1C 1D 5B 5B 6B 6A6A8A6A 6D 12C12A6B 8B 1C10B 4' - 0"64' - 8"69' - 2"LEVEL 1 103' - 4" LEVEL 2 114' - 0" LEVEL 3 124' - 8" LEVEL 4 135' - 4" LEVEL 5 146' - 0" ROOF 156' - 8" MINUS 1 LEVEL 87' - 0" LEVEL RETAIL 100' - 0"71' - 11"8' - 6"78' - 2"72' - 11"6A 5C 9A 6B 5B 6B 1C 9A10B Signature Typed or Printed Name License #Date PROJECT NUMBER DRAWN BY CHECKED BY ORIGINAL ISSUE: REVISIONS: KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed architect under the laws of the State of Minnesota 4/12/2024 11:12:35 AMA.22 EAST BUILDING ELEVATIONS Project Number Author Checker 04.12.2024 Market Blvd & W 78th St Market Blvd & W 78th St Chanhassen, MN LAND USE APPLICATION UPDATE 04/05/2024 3/32" = 1'-0"A.22 1 NORTH ELEVATION 3/32" = 1'-0"A.22 2 SOUTH ELEVATION No. Description Date ACCENT MATERIAL PERCENTAGE NORTH ELEVATION: 40% SOUTH ELEVATION: 13% EAST ELEVATION: 20% WEST ELEVATION: 22% BUILDING TOTAL: 23% EXTERIOR MATERIAL KEYNOTES 1A BRICK - COLOR #1 1B BRICK - COLOR #2 1C BRICK - COLOR #3 1D BRICK - COLOR #4 2A STONE - COLOR #1 2B CAST STONE STRINGCOURSE - COLOR #1 3A ARCHITECTURAL PRECAST - COLOR #1 3B ARCHITECTURAL PRECAST - COLOR #2 5A PREFINISHED METAL PANEL - COLOR #1 5B PREFINISHED METAL PANEL - COLOR #2 5C PREFINISHED PROFILED METAL PANEL - COLOR #3 6A FIBER CEMENT WALL PANEL - COLOR #1 6B FIBER CEMENT WALL PANEL - COLOR #2 6C FIBER CEMENT WALL PANEL - COLOR #3 6D FIBER CEMENT WALL PANEL - COLOR #4 8A COMPOSITE WINDOW/DOOR UNIT 8B ALUMINUM STOREFRONT SYSTEM 8C OVERHEAD DOOR 9A EXTERNAL LOUVER GRILLE - COLORS VARY 9B PREFINISHED MECHANICAL LOUVER 10B PREFINISHED METAL FLASHING/TRIM - COLOR #2 10C PREFINISHED METAL HEAD PANEL 10D PREFINISHED METAL SILL PANEL 12A METAL RAILING SYSTEM 12C PREFABRICATED METAL BALCONY & RAILING SYSTEM -COLOR #1 16A CAST IN PLACE CONCRETE STOOP 334 LEVEL 1 103' - 4" LEVEL 2 114' - 0" LEVEL 3 124' - 8" LEVEL 4 135' - 4" LEVEL 5 146' - 0" ROOF 156' - 8" MINUS 1 LEVEL 87' - 0" LEVEL RETAIL 100' - 0" 975' 971'60' - 8"69' - 2"71' - 11"6A 6D 6B 3B8C8C1D1C 6C LEVEL 1 103' - 4" LEVEL 2 114' - 0" LEVEL 3 124' - 8" LEVEL 4 135' - 4" LEVEL 5 146' - 0" ROOF 156' - 8" MINUS 1 LEVEL 87' - 0" LEVEL RETAIL 100' - 0" 975' 971'4' - 0"59' - 11"72' - 11"69' - 2"65' - 2"6B 6A 6D 6C 6B 3B 5C 9A 8B 6B 6A 6B Signature Typed or Printed Name License #Date PROJECT NUMBER DRAWN BY CHECKED BY ORIGINAL ISSUE: REVISIONS: KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed architect under the laws of the State of Minnesota 4/12/2024 11:12:40 AMA.23 EAST BUILDING ELEVATIONS Project Number Author Checker 04.12.2024 Market Blvd & W 78th St Market Blvd & W 78th St Chanhassen, MN LAND USE APPLICATION UPDATE 04/05/2024 3/32" = 1'-0"A.23 1 EAST ELEVATION 3/32" = 1'-0"A.23 2 WEST ELEVATION No. Description Date EXTERIOR MATERIAL KEYNOTES 1A BRICK - COLOR #1 1B BRICK - COLOR #2 1C BRICK - COLOR #3 1D BRICK - COLOR #4 2A STONE - COLOR #1 2B CAST STONE STRINGCOURSE - COLOR #1 3A ARCHITECTURAL PRECAST - COLOR #1 3B ARCHITECTURAL PRECAST - COLOR #2 5A PREFINISHED METAL PANEL - COLOR #1 5B PREFINISHED METAL PANEL - COLOR #2 5C PREFINISHED PROFILED METAL PANEL - COLOR #3 6A FIBER CEMENT WALL PANEL - COLOR #1 6B FIBER CEMENT WALL PANEL - COLOR #2 6C FIBER CEMENT WALL PANEL - COLOR #3 6D FIBER CEMENT WALL PANEL - COLOR #4 8A COMPOSITE WINDOW/DOOR UNIT 8B ALUMINUM STOREFRONT SYSTEM 8C OVERHEAD DOOR 9A EXTERNAL LOUVER GRILLE - COLORS VARY 9B PREFINISHED MECHANICAL LOUVER 10B PREFINISHED METAL FLASHING/TRIM - COLOR #2 10C PREFINISHED METAL HEAD PANEL 10D PREFINISHED METAL SILL PANEL 12A METAL RAILING SYSTEM 12C PREFABRICATED METAL BALCONY & RAILING SYSTEM -COLOR #1 16A CAST IN PLACE CONCRETE STOOP 335 1.CONTRACTOR SHALL CONFIRM THAT THE EXISTING CONDITIONS FOR THE SITEMATCH WHAT IS SHOWN ON THE DRAWINGS INCLUDED PRIOR TO CONSTRUCTION.2. IF REPRODUCED, THE SCALES SHOWN ON THESE PLANS ARE BASED ON A ARCH fullbleed E1 (30.00 x 42.00 Inches) SHEET.3. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODESAND/OR UTILITY SERVICES COMPANIES SHALL BE PERFORMED PRIOR TOANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICES.4. ALL GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK, FINALUTILITIES, AND FINAL GRADING) BY THE MILESTONE DATE IN PROJECT DOCUMENTS.NOTES:SITE BENCHMARKS:(LOCATIONS SHOWN ON SURVEY)PROJECT BENCHMARK: TOP OF MINNESOTA DEPARTMENT OFTRANSPIRATION GEODETIC MONUMENT "HASSEN MNDT"ELEVATION=983.31 (NAVD 88)SBM #1: TOP NUT OF HYDRANT NEAR NORTHEASTERLYCORNER OF THE SURVEYED PROPERTY.ELEVATION= 978.35 (NAVD 88)SBM #2: TOP NUT OF HYDRANT NEAR SOUTHEASTERLYPORTION OF THE SURVEYED PROPERTY.ELEVATION=964.09 (NAVD 88)BENCHMARKSNORTHVICINITYN.T.S.SITECHANHASSEN, CARVER COUNTY, MNLANDSCAPE ARCHITECTKIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100ST. PAUL, MN 55114TELEPHONE: 651-645-4197CONTACT: MITCHELL COOKASGEOTECHNICAL ENGINEERBRAUN INTERTEC CORPORATION11001 HAMPSHIRE AVENUE SMINNEAPOLIS, MN 55438TELEPHONE: 952-995-2000CONTACT: AARON R. SCHULZETENBERGPROJECT TEAM:SURVEYOREGAN, FIELD & NOWAK, INC.475 OLD HIGHWAY 8 NW, SUITE 200NEW BRIGHTON, MN 55112TELEPHONE: 612-466-3300CONTACT: CHRISTOPHER A. TERWEDOENGINEERKIMLEY-HORN AND ASSOCIATES, INC.PREPARED BY: MICHAEL C. BRANDT, PE767 EUSTIS STREET, SUITE 100ST. PAUL, MN 55114TELEPHONE: 651-645-4197OWNER / DEVELOPERROERS COMPANIES2 CARLSON PARKWAY, SUITE 400,PLYMOUTH, MN 55447TELEPHONE: 763-285-8808CONTACT: NICK ASTACHANHASSEN APARTMENTSSECTION 13, TOWNSHIP116 N, RANGE 23 WFORSITE DEVELOPMENT PLANSKnow what'sbelow.before you dig.CallARCHITECTESG ARCHITECTS500 SOUTH WASHINGTON AVENUE SMINNEAPOLIS, MN 55415TELEPHONE: 612-339-5508CONTACT: BOB LOKENARBORETUM BLVDW 78TH STMARKET BLVD GREAT PLAINS BLVDMARKET STC000COVER SHEETSheet List TableSheet NumberSheet TitleC000COVER SHEETC100GENERAL NOTESC101PARCEL MAPV100ALTA TOPOGRAPHIC SURVEYV101ALTA TOPOGRAPHIC SURVEYV102ALTA TOPOGRAPHIC SURVEYC200SITE DEMOLITION PLANC201TREE INVENTORY & PRESERVATION PLANC300EROSION CONTROL PLAN - PHASE 1C301EROSION CONTROL PLAN - PHASE 2C302EROSION CONTROL DETAILSC400SITE PLANC401TRUCK CIRCULATIONC402SITE DETAILSC403SITE DETAILSC404SITE DETAILSC500GRADING AND DRAINAGE PLANC501STORM SEWER PLANC600UTILITY PLANC601UTILITY DETAILSC602UTILITY DETAILSC603UTILITY DETAILSC604UTILITY DETAILSC605UTILITY DETAILSC607UTILITY DETAILSC608UTILITY DETAILSC609UTILITY DETAILSL100LANDSCAPE PLANL101LANDSCAPE DETAILSPRELIMINARY - NOT FOR CONSTRUCTION MICHAEL C. BRANDT, P.E.01/19/2024462661DATE:SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.PRELIMINARYNOT FOR CONSTRUCTIONLAND USE APPLICATION1/19/2024ORIGINAL ISSUE:REVISIONS:No.Description DateMARKET BLVD& W 78TH STNOT FORCONSTRUCTION 2024 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMMARKET BLVD& W 78TH ST336 GENERAL CONSTRUCTION NOTES 1. THE CONTRACTOR AND SUBCONTRACTORS SHALL OBTAIN A COPY OF THE LATEST EDITION OF THE STANDARD SPECIFICATIONS OF THE LOCAL JURISDICTION AND STATE DEPARTMENT OF TRANSPORTATION AND BECOME FAMILIAR WITH THE CONTENTS PRIOR TO COMMENCING WORK. UNLESS OTHERWISE NOTED, ALL WORK SHALL CONFORM AS APPLICABLE TO THESE STANDARDS AND SPECIFICATIONS. 3. PERFORM ALL WORK IN COMPLIANCE WITH APPLICABLE CITY REGULATIONS, STATE CODES, AND O.S.H.A. STANDARDS. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING THE NECESSARY MATERIALS & LABOR TO CONSTRUCT THE FACILITY AS SHOWN AND DESCRIBED IN THE CONSTRUCTION DOCUMENTS, AND IN ACCORDANCE WITH THE SPECIFICATIONS AND REQUIREMENTS OF THE APPROPRIATE APPROVING AUTHORITIES. 4. CONTRACTOR SHALL CLEAR AND GRUB ALL AREAS UNLESS OTHERWISE INDICATED, REMOVING TREES, STUMPS, ROOTS, MUCK, EXISTING PAVEMENT AND ALL OTHER DELETERIOUS MATERIAL. 5. THE EXISTING SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS QUALITY LEVEL "D" UNLESS OTHERWISE NOTED. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI/ACSE 38/02, ENTITLED STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF SUBSURFACE QUALITY DATA BY THE FHA. EXISTING UTILITIES SHOWN ARE LOCATED ACCORDING TO THE INFORMATION AVAILABLE TO THE ENGINEER AT THE TIME OF THE TOPOGRAPHIC SURVEY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR THE ENGINEER. GUARANTEE IS NOT MADE THAT ALL EXISTING UNDERGROUND UTILITIES ARE SHOWN OR THAT THE LOCATION OF THOSE SHOWN ARE ENTIRELY ACCURATE. FINDING THE ACTUAL LOCATION OF ANY EXISTING UTILITIES IS THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE DONE BEFORE COMMENCING ANY WORK IN THE VICINITY. FURTHERMORE, THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES DUE TO THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE OWNER OR ENGINEER WILL ASSUME NO LIABILITY FOR ANY DAMAGES SUSTAINED OR COST INCURRED BECAUSE OF THE OPERATIONS IN THE VICINITY OF EXISTING UTILITIES OR STRUCTURES, NOR FOR TEMPORARY BRACING AND SHORING OF SAME. IF IT IS NECESSARY TO SHORE, BRACE, SWING OR RELOCATE A UTILITY, THE UTILITY COMPANY OR DEPARTMENT AFFECTED SHALL BE CONTACTED AND THEIR PERMISSION OBTAINED REGARDING THE METHOD TO USE FOR SUCH WORK. 6. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES WHICH MAY HAVE BURIED OR AERIAL UTILITIES WITHIN OR NEAR THE CONSTRUCTION AREA BEFORE COMMENCING WORK. THE CONTRACTOR SHALL PROVIDE 48 HOURS MINIMUM NOTICE TO ALL UTILITY COMPANIES PRIOR TO BEGINNING CONSTRUCTION. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED CONSTRUCTION PERMITS AND BONDS IF REQUIRED PRIOR TO CONSTRUCTION. 8. THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE AT ALL TIMES ONE COPY OF THE CONSTRUCTION DOCUMENTS INCLUDING PLANS, SPECIFICATIONS, GEOTECHNICAL REPORT AND SPECIAL CONDITIONS AND COPIES OF ANY REQUIRED CONSTRUCTION PERMITS. 9. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER AND ENGINEER BEFORE COMMENCING WORK. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE OWNER AND NOTIFICATION TO THE ENGINEER. 10. ALL COPIES OF COMPACTION, CONCRETE AND OTHER REQUIRED TEST RESULTS ARE TO BE SENT TO THE OWNER DIRECTLY FROM THE TESTING AGENCY. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DOCUMENTING AND MAINTAINING AS-BUILT INFORMATION WHICH SHALL BE RECORDED AS CONSTRUCTION PROGRESSES OR AT THE COMPLETION OF APPROPRIATE CONSTRUCTION INTERVALS AND SHALL BE RESPONSIBLE FOR PROVIDING AS-BUILT DRAWINGS TO THE OWNER FOR THE PURPOSE OF CERTIFICATION TO JURISDICTIONAL AGENCIES AS REQUIRED. ALL AS-BUILT DATA SHALL BE COLLECTED BY A STATE PROFESSIONAL LAND SURVEYOR WHOSE SERVICES ARE ENGAGED BY THE CONTRACTOR. 12. ANY WELLS DISCOVERED ON SITE THAT WILL HAVE NO USE MUST BE PLUGGED BY A LICENSED WELL DRILLING CONTRACTOR IN A MANNER APPROVED BY ALL JURISDICTIONAL AGENCIES. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY WELL ABANDONMENT PERMITS REQUIRED. 13. ANY WELL DISCOVERED DURING EARTH MOVING OR EXCAVATION SHALL BE REPORTED TO THE APPROPRIATE JURISDICTIONAL AGENCIES WITHIN 24 HOURS AFTER DISCOVERY IS MADE. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS DO NOT CONFLICT WITH ANY KNOWN EXISTING OR OTHER PROPOSED IMPROVEMENTS. IF ANY CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITE WORK THAT WOULD BE AFFECTED. FAILURE TO NOTIFY OWNER OF AN IDENTIFIABLE CONFLICT PRIOR TO PROCEEDING WITH INSTALLATION RELIEVES OWNER OF ANY OBLIGATION TO PAY FOR A RELATED CHANGE ORDER. 15. SHOULD CONTRACTOR ENCOUNTER ANY DEBRIS LADEN SOIL, STRUCTURES NOT IDENTIFIED IN THE DOCUMENTS, OR OTHER SOURCE OF POTENTIAL CONTAMINATION, THEY SHALL IMMEDIATELY CONTACT THE ENGINEER AND OWNER. 16. CONTRACTOR SHALL NOTIFY OWNER AND/OR ENGINEER 48 HOURS IN ADVANCE OF THE FOLLOWING ACTIVITIES: PRE-CONSTRUCTION MEETING, SUBGRADE PREPARATION, BASE INSTALLATION, ASPHALT INSTALLATION, UNDERGROUND PIPING AND UTILITIES INSTALLATION, INSTALLATION OF STRUCTURES, CHECK VALVES, HYDRANTS, METERS, ETC., SIDEWALK INSTALLATION, CONNECTIONS TO WATER AND SEWER MAINS, TESTS OF UTILITIES. EROSION CONTROL NOTES 1. THE STORM WATER POLLUTION PREVENTION PLAN ("SWPPP") IS COMPRISED OF THE EROSION CONTROL PLAN, THE STANDARD DETAILS, THE PLAN NARRATIVE, ATTACHMENTS INCLUDED IN THE SPECIFICATIONS OF THE SWPPP, PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. 2. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN AND THE STATE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT (NPDES PERMIT) AND BECOME FAMILIAR WITH THEIR CONTENTS. 3. BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. THE CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY THE PERMITTING AGENCY OR OWNER. 4. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR COMPLYING WITH THE REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION, AND SHALL MAINTAIN COMPLIANCE WITH APPLICABLE LAWS AND REGULATIONS FOR THE DURATION OF CONSTRUCTION. 5. THE CONTRACTOR SHALL FIELD ADJUST AND/OR PROVIDE ADDITIONAL EROSION CONTROL BMP'S AS NEEDED TO PREVENT EROSION AND OFF-SITE SEDIMENT DISCHARGE FROM THE CONSTRUCTION SITE. LOG AND RECORD ANY ADJUSTMENTS AND DEVIATIONS FROM THE APPROVED EROSION CONTROL PLANS WITHIN THE SWPPP DOCUMENTS STORED IN THE JOB SITE TRAILER. 6. BMPS SHOWN ON THE EROSION AND SEDIMENT CONTROL PLAN, AND IN THE STORM WATER POLLUTION PREVENTION PLAN, SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION AS REQUIRED BY ALL JURISDICTIONS UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A CERTIFIED PERSON AT LEAST ONCE EVERY 7 CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A 0.5-INCH OR GREATER RAINFALL EVENT. 7. EROSION & SEDIMENT CONTROL BMPS SHALL BE MAINTAINED IN ACCORDANCE WITH THE FOLLOWING: 7.1. INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING OR DETERIORATION. 7.2. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO VERIFY THAT A HEALTHY STAND OF VEGETATION IS MAINTAINED. SEEDED AREAS SHOULD BE FERTILIZED, WATERED AND RE-SEEDED AS NEEDED. REFER TO THE LANDSCAPE PLAN AND PROJECT SPECIFICATIONS. 7.3. SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES WHEN IT REACHES ONE-THIRD THE HEIGHT OF THE SILT FENCE. 7.4. THE ROCK CONSTRUCTION ENTRANCE(S) SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC ADDITIONS OF ROCK TOP DRESSING AS CONDITIONS DEMAND. 7.5. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR PARKING AND STORAGE). THIS MAY REQUIRE PERIODIC ADDITIONS OF TOP DRESSING IF THE TEMPORARY PARKING CONDITIONS DEMAND. 7.6. PERFORM ALL MAINTENANCE OPERATIONS IN A TIMELY MANNER BUT IN NO CASE LATER THAN 2 CALENDAR DAYS FOLLOWING THE INSPECTION. PAVING AND STRIPING NOTES 1. ALL PAVING, CONSTRUCTION, MATERIALS, AND WORKMANSHIP WITHIN JURISDICTION'S RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE LOCAL CITY OR COUNTY SPECIFICATIONS AND STANDARDS, OR THE STATE DOT SPECIFICATIONS AND STANDARDS IF NOT COVERED BY LOCAL CITY OR COUNTY REGULATIONS. 2. ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D) AND CITY STANDARDS. 3. CONTRACTOR SHALL FURNISH ALL PAVEMENT MARKINGS FOR FIRE LANES, ROADWAY LANES, PARKING STALLS, ACCESSIBLE PARKING SYMBOLS, ACCESS AISLES, STOP BARS AND SIGNS, AND MISCELLANEOUS STRIPING WITHIN THE PARKING LOT AS SHOWN ON THE PLANS. 4. ALL EXPANSION JOINTS SHALL EXTEND THROUGH THE CURB. 5. THE MINIMUM LENGTH OF OFFSET JOINTS AT RADIUS POINTS SHALL BE 2 FEET. 6. ALL JOINTS, INCLUDING EXPANSION JOINTS WITH REMOVABLE TACK STRIPS, SHALL BE SEALED WITH JOINT SEALANT. 7. THE MATERIALS AND PROPERTIES OF ALL CONCRETE SHALL MEET THE APPLICABLE REQUIREMENTS IN THE A.C.I. (AMERICAN CONCRETE INSTITUTE) MANUAL OF CONCRETE PRACTICE. 8. CONTRACTOR SHALL APPLY A SECOND COATING OVER ALL PAVEMENT MARKINGS PRIOR TO ACCEPTANCE BY OWNER FOLLOWED BY A COAT OF GLASS BEADS AS APPLICABLE PER THE PROJECT DOCUMENTS. 9. ANY EXISTING PAVEMENT, CURBS AND/OR SIDEWALKS DAMAGED OR REMOVED WILL BE REPAIRED BY THE CONTRACTOR AT HIS EXPENSE TO THE SATISFACTION OF THE ENGINEER AND OWNER. 10. BEFORE PLACING PAVEMENT, CONTRACTOR SHALL VERIFY SUITABLE ACCESSIBLE ROUTES (PER A.D.A). GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSING DRIVEWAYS SHALL CONFORM TO CURRENT ADA STATE/NATIONAL STANDARDS. IN NO CASE SHALL ACCESSIBLE RAMP SLOPES EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASE SHALL SIDEWALK CROSS SLOPES EXCEED 2% . IN NO CASE SHALL LONGITUDINAL SIDEWALK SLOPES EXCEED 5%. IN NO CASE SHALL ACCESSIBLE PARKING STALLS OR AISLES EXCEED 2% (1.5% TARGET) IN ALL DIRECTIONS. SIDEWALK ACCESS TO EXTERNAL BUILDING DOORS AND GATES SHALL BE ADA COMPLIANT. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TO PAVING. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR A.D.A COMPLIANCE ISSUES. 11. MAXIMUM JOINT SPACING IS TWICE THE DEPTH OF THE CONCRETE PAVEMENT IN FEET. GRADING AND DRAINAGE NOTES 1. GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL VERIFY THE SUITABILITY OF ALL EXISTING AND PROPOSED SITE CONDITIONS INCLUDING GRADES AND DIMENSIONS BEFORE START OF CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. 2. THE CONTRACTOR SHALL GRADE THE SITE TO THE ELEVATIONS INDICATED AND SHALL ADJUST BMP'S AS NECESSARY AND REGRADE WASHOUTS WHERE THEY OCCUR AFTER EVERY RAINFALL UNTIL A GRASS STAND IS WELL ESTABLISHED OR ADEQUATE STABILIZATION OCCURS. 3. CONTRACTOR SHALL ENSURE THERE IS POSITIVE DRAINAGE FROM THE PROPOSED BUILDINGS SO THAT SURFACE RUNOFF WILL DRAIN BY GRAVITY TO NEW OR EXISTING DRAINAGE OUTLETS. CONTRACTOR SHALL ENSURE NO PONDING OCCURS IN PAVED AREAS AND SHALL NOTIFY ENGINEER IF ANY GRADING DISCREPANCIES ARE FOUND IN THE EXISTING AND PROPOSED GRADES PRIOR TO PLACEMENT OF PAVEMENT OR UTILITIES. 4. CONTRACTOR SHALL PROTECT ALL MANHOLE COVERS, VALVE COVERS, VAULT LIDS, FIRE HYDRANTS, POWER POLES, GUY WIRES, AND TELEPHONE BOXES THAT ARE TO REMAIN IN PLACE AND UNDISTURBED DURING CONSTRUCTION. EXISTING CASTINGS AND STRUCTURES TO REMAIN SHALL BE ADJUSTED TO MATCH THE PROPOSED FINISHED GRADES. 5. BACKFILL FOR UTILITY LINES SHALL BE PLACED PER DETAILS, STANDARDS, AND SPECIFICATIONS SO THAT THE UTILITY WILL BE STABLE. WHERE UTILITY LINES CROSS THE PARKING LOT, THE TOP 6 INCHES SHALL BE COMPACTED SIMILARLY TO THE REMAINDER OF THE LOT. UTILITY DITCHES SHALL BE VISUALLY INSPECTED DURING THE EXCAVATION PROCESS TO ENSURE THAT UNDESIRABLE FILL IS NOT USED. 6. CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND REPLACEMENT OF 6" OF TOPSOIL AT COMPLETION OF WORK. ALL UNPAVED AREAS IN EXISTING RIGHTS-OF-WAY DISTURBED BY CONSTRUCTION SHALL BE REGRADED AND SODDED. 7. AFTER PLACEMENT OF SUBGRADE AND PRIOR TO PLACEMENT OF PAVEMENT, CONTRACTOR SHALL TEST AND OBSERVE PAVEMENT AREAS FOR EVIDENCE OF PONDING. ALL AREAS SHALL ADEQUATELY DRAIN TOWARDS THE INTENDED STRUCTURE TO CONVEY STORM RUNOFF. CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNER AND ENGINEER IF ANY DISCREPANCIES ARE DISCOVERED. 8. WHERE EXISTING PAVEMENT IS INDICATED TO BE REMOVED AND REPLACED, THE CONTRACTOR SHALL SAW CUT FULL DEPTH FOR A SMOOTH AND STRAIGHT JOINT AND REPLACE THE PAVEMENT WITH THE SAME TYPE AND DEPTH OF MATERIAL AS EXISTING OR AS INDICATED. 9. THE CONTRACTOR SHALL INSTALL PROTECTION OVER ALL DRAINAGE STRUCTURES FOR THE DURATION OF CONSTRUCTION AND UNTIL ACCEPTANCE OF THE PROJECT BY THE OWNER. ALL DRAINAGE STRUCTURES SHALL BE CLEANED OF DEBRIS AS REQUIRED DURING AND AT THE END OF CONSTRUCTION TO PROVIDE POSITIVE DRAINAGE FLOWS. 10. IF DEWATERING IS REQUIRED, THE CONTRACTOR SHALL OBTAIN ANY APPLICABLE REQUIRED PERMITS. THE CONTRACTOR IS TO COORDINATE WITH THE OWNER AND THE DESIGN ENGINEER PRIOR TO ANY EXCAVATION. 11. FIELD DENSITY TESTS SHALL BE TAKEN AT INTERVALS IN ACCORDANCE WITH THE LOCAL JURISDICTIONAL AGENCY OR TO STATE DOT STANDARDS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 12. ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED AS PER PLANS. THE AREAS SHALL THEN BE SODDED OR SEEDED AS SPECIFIED IN THE PLANS, FERTILIZED, MULCHED, WATERED AND MAINTAINED UNTIL GROWTH IS ESTABLISHED TO MINIMUM COVERAGE OF 70% IN ALL AREAS. ANY AREAS DISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE OF THE JOB SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. ALL EARTHEN AREAS WILL BE SODDED OR SEEDED AND MULCHED AS SHOWN ON THE LANDSCAPING PLAN. 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF DUST AND DIRT RISING AND SCATTERING IN THE AIR DURING CONSTRUCTION AND SHALL PROVIDE WATER SPRINKLING OR OTHER SUITABLE METHODS OF CONTROL. THE CONTRACTOR SHALL COMPLY WITH ALL GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION. 14. SOD, WHERE CALLED FOR, MUST BE INSTALLED AND MAINTAINED ON EXPOSED SLOPES WITHIN 48 HOURS OF COMPLETING FINAL GRADING, AND AT ANY OTHER TIME AS NECESSARY, TO PREVENT EROSION, SEDIMENTATION OR TURBID DISCHARGES. 15. THE CONTRACTOR SHALL ENSURE THAT LANDSCAPE ISLAND PLANTING AREAS AND OTHER PLANTING AREAS ARE NOT COMPACTED AND DO NOT CONTAIN ROAD BASE MATERIALS. THE CONTRACTOR SHALL ALSO EXCAVATE AND REMOVE ALL UNDESIRABLE MATERIAL FROM ALL AREAS ON THE SITE TO BE PLANTED AND PROPERLY DISPOSED OF IN A LEGAL MANNER. 16. THE CONTRACTOR SHALL INSTALL ALL UNDERGROUND STORM WATER PIPING PER MANUFACTURER'S RECOMMENDATIONS AND STATE DOT SPECIFICATIONS. 17. PAVEMENTS SHALL BE INSTALLED IN ACCORDANCE WITH THE RECOMMENDATION OF THE SITE SPECIFIC GEOTECHNICAL EVALUATION REPORT AND CITY & STATE DOT SPECIFICATIONS. 18. SPOT ELEVATIONS REPRESENT THE FINISHED SURFACE GRADE OR FLOWLINE OF CURB UNLESS OTHERWISE NOTED. 19. LIMITS OF CONSTRUCTION ARE TO THE PROPERTY LINE UNLESS OTHERWISE SPECIFIED ON THE PLAN. 20. IMMEDIATELY REPORT TO THE OWNER ANY DISCREPANCIES FOUND BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS. 21. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PROTECTING EXISTING UTILITIES, AND SHALL REPAIR ALL DAMAGE TO EXISTING UTILITIES THAT OCCUR DURING CONSTRUCTION WITHOUT COMPENSATION. 22. BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING GRADE. 23. ALL PROPOSED GRADES ONSITE SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE INDICATED ON THE PLANS. ANY SLOPES STEEPER THAN 4:1 REQUIRE EROSION AND SEDIMENT CONTROL BLANKET. 24. ADHERE TO ALL TERMS AND CONDITIONS AS NECESSARY IN THE GENERAL N.P.D.E.S. PERMIT AND STORMWATER POLLUTION PREVENTION PLAN (SWPPP) FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 25. ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. WATER STORM SEWER & SANITARY SEWER NOTES 1. THE CONTRACTOR SHALL CONSTRUCT GRAVITY SEWER LATERALS, MANHOLES, GRAVITY SEWER LINES, AND DOMESTIC WATER AND FIRE PROTECTION SYSTEM AS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL FURNISH ALL NECESSARY MATERIALS, EQUIPMENT, MACHINERY, TOOLS, MEANS OF TRANSPORTATION AND LABOR NECESSARY TO COMPLETE THE WORK IN FULL AND COMPLETE ACCORDANCE WITH THE SHOWN, DESCRIBED AND REASONABLY INTENDED REQUIREMENTS OF THE CONTRACT DOCUMENTS AND JURISDICTIONAL AGENCY REQUIREMENTS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 2. ALL EXISTING UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS FOR UTILITY LOCATION AND COORDINATION IN ACCORDANCE WITH THE NOTES CONTAINED IN THE GENERAL CONSTRUCTION SECTION OF THIS SHEET. 3. THE CONTRACTOR SHALL RESTORE ALL DISTURBED VEGETATION IN KIND, UNLESS SHOWN OTHERWISE. 4. DEFLECTION OF PIPE JOINTS AND CURVATURE OF PIPE SHALL NOT EXCEED THE MANUFACTURER'S SPECIFICATIONS. SECURELY CLOSE ALL OPEN ENDS OF PIPE AND FITTINGS WITH A WATERTIGHT PLUG WHEN WORK IS NOT IN PROGRESS. THE INTERIOR OF ALL PIPES SHALL BE CLEAN AND JOINT SURFACES WIPED CLEAN AND DRY AFTER THE PIPE HAS BEEN LOWERED INTO THE TRENCH. VALVES SHALL BE PLUMB AND LOCATED ACCORDING TO THE PLANS. 5. ALL PIPE AND FITTINGS SHALL BE CAREFULLY STORED FOLLOWING MANUFACTURER'S RECOMMENDATIONS. CARE SHALL BE TAKEN TO AVOID DAMAGE TO THE COATING OR LINING IN ANY D.I. PIPE FITTINGS. ANY PIPE OR FITTING WHICH IS DAMAGED OR WHICH HAS FLAWS OR IMPERFECTIONS WHICH, IN THE OPINION OF THE ENGINEER OR OWNER, RENDERS IT UNFIT FOR USE, SHALL NOT BE USED. ANY PIPE NOT SATISFACTORY FOR USE SHALL BE CLEARLY MARKED AND IMMEDIATELY REMOVED FROM THE JOB SITE, AND SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 6. WATER FOR FIRE FIGHTING SHALL BE MADE AVAILABLE FOR USE BY THE CONTRACTOR PRIOR TO COMBUSTIBLES BEING BROUGHT ON SITE. 7. ALL UTILITY AND STORM DRAIN TRENCHES LOCATED UNDER AREAS TO RECEIVE PAVING SHALL BE COMPLETELY BACK FILLED IN ACCORDANCE WITH THE GOVERNING JURISDICTIONAL AGENCY'S SPECIFICATIONS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 8. UNDERGROUND UTILITY LINES SHALL BE SURVEYED BY A STATE LICENSED PROFESSIONAL LAND SURVEYOR PRIOR TO BACK FILLING. 9. CONTRACTOR SHALL PERFORM, AT THEIR OWN EXPENSE, ANY AND ALL TESTS REQUIRED BY THE SPECIFICATIONS AND/OR ANY AGENCY HAVING JURISDICTION. THESE TESTS MAY INCLUDE, BUT MAY NOT BE LIMITED TO, INFILTRATION AND EXFILTRATION, TELEVISION INSPECTION AND A MANDREL TEST ON GRAVITY SEWER. A COPY OF THE TEST RESULTS SHALL BE PROVIDED TO THE UTILITY PROVIDER, OWNER AND JURISDICTIONAL AGENCY AS REQUIRED. 10. BETWEEN WATER AND SEWER MANHOLES AND PIPES, CONTRACTOR SHALL PROVIDE FOR A MINIMUM HORIZONTAL CLEARANCE OF 10-FEET AND A MINIMUM VERTICAL SEPARATION OF 18-INCHES. 11. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 12. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GASKETED AND/OR GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT UNLESS OTHERWISE STATED BY CITY AND STATE DESIGN STANDARDS AND SPECIFICATIONS. 13. UNLESS OTHERWISE STATED IN CITY AND STATE DESIGN STANDARDS AND SPECIFICATIONS, ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING & COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISH GRADE. LIDS SHALL BE LABELED "STORM SEWER". EXISTING CASTINGS AND STRUCTURES WITHIN PROJECT LIMITS SHALL BE ADJUSTED TO MEET THESE CONDITIONS AND THE PROPOSED FINISHED GRADE. 14. TOPOGRAPHIC INFORMATION IS TAKEN FROM A TOPOGRAPHIC SURVEY BY LAND SURVEYORS. IF THE CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, THEN THE CONTRACTOR SHALL SUPPLY, AT THEIR EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR TO THE OWNER FOR REVIEW. 15. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. 16. ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR FROM INVERT IN TO INVERT OUT. 17. ROOF DRAINS SHALL BE CONNECTED TO STORM SEWER BY PREFABRICATED WYES OR AT STORM STRUCTURES. ROOF DRAINS AND TRUCK WELL DRAIN SHALL RUN AT A MINIMUM 2.0% SLOPE, UNLESS NOTED OTHERWISE, AND TIE IN AT THE CENTERLINE OF THE STORM MAIN. 18. PROVIDE INSULATION OF UNDERGROUND ROOF DRAINS AND SANITARY SEWER SERVICES IF ADEQUATE FROST DEPTH CANNOT BE PROVIDED. 19. THE CONTRACTOR SHALL PROTECT EXISTING UNDERGROUND UTILITIES AND APPURTENANCES THAT ARE TO REMAIN FROM DAMAGE DURING CONSTRUCTION OPERATIONS. 20. THE LOCATION OF EXISTING UTILITIES, STORM DRAINAGE STRUCTURES AND OTHER ABOVE AND BELOW-GRADE IMPROVEMENTS ARE APPROXIMATE AS SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT LOCATION, SIZE AND INVERT ELEVATIONS OF EACH PRIOR TO THE START OF CONSTRUCTION. 21. A MINIMUM SEPARATION OF 5-FEET IS REQUIRED BETWEEN UNDERGROUND UTILITIES AND TREES UNLESS A ROOT BARRIER IS UTILIZED. 22. GAS, PHONE AND ELECTRIC SERVICES SHOWN FOR INFORMATIONAL PURPOSES ONLY. DRY UTILITY COMPANIES MAY ALTER THE DESIGN LAYOUT DURING THEIR REVIEW. CONTRACTOR TO COORDINATE FINAL DESIGN AND INSTALLATION WITH UTILITY COMPANIES. 23. COORDINATE UTILITY INSTALLATION WITH IRRIGATION DESIGN AND INSTALLATION. 24. ALL DIMENSIONS ARE TO FLOW LINE OF CURB UNLESS OTHERWISE NOTED. PERIMETER WALL DIMENSIONS ARE TO INSIDE WALL FACE. REFERENCE ARCHITECTURAL PLANS FOR EXACT WALL WIDTH AND SPECIFICATIONS. 25. REFERENCE ARCHITECTURAL PLANS (BY OTHERS) FOR EXACT BUILDING DIMENSIONS, MATERIALS SPECIFICATIONS. 26. REFERENCE M.E.P. PLANS (BY OTHERS) FOR MECHANICAL EQUIPMENT DIMENSIONS AND SPECIFICATIONS. 27. CONTRACTOR SHALL REFERENCE STRUCTURAL PLANS (BY OTHERS) FOR FOOTING AND FOUNDATION PAD PREPARATION SPECIFICATIONS. 28. CONTRACTOR SHALL REFERENCE M.E.P PLANS (BY OTHERS) FOR ROUTING OF PROPOSED ELECTRICAL & COMMUNICATIONS SERVICES AND SITE LIGHTING LAYOUT. THIRD PARTY SUPPLEMENTAL INFORMATION KIMLEY-HORN ASSUMES NO LIABILITY FOR ANY ERRORS, INACCURACIES, OR OMISSIONS CONTAINED WITHIN SUPPLEMENTAL INFORMATION PROVIDED BY THIRD PARTY CONSULTANTS. 1.BOUNDARY & TOPOGRAPHIC SURVEY PERFORMED BY: EGAN, FIELD & NOWAK, INC. ADDRESS: 475 OLD HIGHWAY 8 NW, SUITE 200, NEW BRIGHTON, MN 55112 PHONE: 612-466-3300 DATED: 09/26/2023 2.GEOTECHNICAL EVALUATION REPORT PERFORMED BY: BRAUN INTERTEC CORPORATION ADDRESS: 11001 HAMPSHIRE AVENUE S, MINNEAPOLIS, MN 55438 PHONE: 952-995-2000 DATED: 10/18/2023 3.CONSTRUCTION TESTING TEST REPORTS REQUIRED FOR CLOSE OUT INCLUDE, BUT ARE NOT LIMITED TO: ·DENSITY TEST REPORTS ·BACTERIOLOGICAL TESTS OF WATER SYSTEM ·PRESSURE TEST OF WATER/SEWER ·LEAK TESTS ON SEWER SYSTEM AND GREASE TRAPS ·ANY OTHER TESTING REQUIRED BY THE AGENCY/MUNICIPALITY C100 GENERAL NOTES PRELIMINARY - NOT FOR CONSTRUCTIONMICHAEL C. BRANDT, P.E. 01/19/2024 462661DATE: SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA. MN LIC. NO. PRELIMINARY NOT FOR CONSTRUCTION LAND USE APPLICATION1/19/2024 ORIGINAL ISSUE: REVISIONS: No. Description Date MARKET BLVD & W 78TH ST NOT FORCONSTRUCTION 2024 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM MARKET BLVD & W 78TH ST 337 PID:254460010 OWNER:KRAUS-ANDERSON INC PID: 254510010 OWNER: MARKET SQUARE ASSOC LTD PTRSHP AND C/O V CLAYTON & ASSOCIATES PID: 254490010 OWNER: NEARCO IV LLC PID: 254510040 OWNER: MARKET SQUARE ASSTS II LLC PID: 257740020 OWNER: CHANHASSEN CITY PID: 250122000 OWNER: AREA INVEST LLC PID: 250122200 OWNER: STATE BANK OF CHANHASSEN PID: 251720010 OWNER: CHANHASSEN RETIAL LTD PRTSHP PID:251720020 OWNER: SPIRIT MASTER FUNDING VII LLC PID: 251720030 OWNER: CHANHASSEN CITY PID: 254610050 OWNER:CITY OF CHANHASSEN PID: 254610020 OWNER: CHANHASSEN MEDICAL ARTS II LLS PID: 251680021 OWNER: NEW CHANHASSEN HOLDING COMPANY LLC PID:2570300030 OWNER:CHANHASSEN FRONTIER LLC AND C/O CUSHMAN & WAKEFIELD PID: 257030020 OWNER: AGREE LIMITED PARTNERSHIP PID: 251680010 OWNER: SOUTHWEST TRANSIT PID: 252490020 OWNER: VIRGINA S THOMAS FAMILY LP PID: 252490010 OWNER: REALTY INCOME PROPERTIES 3 LLC PID: 252520010 OWNER: CHANHASSEN LETSOS LLCPID: 254510020OWNER: MARKET SQUAREASSOC LTD PTRSHP ANDC/O V CLAYTON & ASSOCIATESPID: 257740010 OWNER: CHANHASSEN CITY PID: 252750020 OWNER: BHB INVESTMENTS LLC PID: 257900210 OWNER: HAVLIK FAMILY TRUST AGMT PID: 257900220 OWNER: PAUL J & STACY K OSEN PID: 257900230 OWNER: DAVID & MEGAN L WOODS PID: 257900240 OWNER: DEAN HARLAN WALLENTINE PID: 257900250 OWNER: JACK GOGGINS PID: 257900260 OWNER: MICHAEL MEYERS PID: 257900270OWNER: MARK & ROSEANN SCHLENKPID: 257030010 OWNER: CHANHASSEN FRONTIER LLC PID: 259990200 OWNER: TWIN CITIES & WESTERN RAILROAD PID: 251680060 OWNER: CHAN H A S S E N C I T Y PID: 250136600 OWNER: CHANHASSEN HRA PID: 251190070 OWNER BLOOMBERG COMPANIES INCLAREDO DRIVE78TH STREET MARKET BOULEVARDNORTH LEGEND PROPERTY LINE Know what'sbelow. before you dig.Call R C101 PARCEL MAP PRELIMINARY - NOT FOR CONSTRUCTIONMICHAEL C. BRANDT, P.E. 01/19/2024 462661DATE: SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA. MN LIC. NO. PRELIMINARY NOT FOR CONSTRUCTION LAND USE APPLICATION1/19/2024 ORIGINAL ISSUE: REVISIONS: No. Description Date MARKET BLVD & W 78TH ST NOT FORCONSTRUCTION 2024 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM © MARKET BLVD & W 78TH ST 338 V100 ALTA TOPOGRAPHIC SURVEY PRELIMINARY - NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTION LAND USE APPLICATION1/19/2024 ORIGINAL ISSUE: REVISIONS: No. Description Date MARKET BLVD & W 78TH ST NOT FORCONSTRUCTION 2024 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM MARKET BLVD & W 78TH ST 339 V101 ALTA TOPOGRAPHIC SURVEY PRELIMINARY - NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTION LAND USE APPLICATION1/19/2024 ORIGINAL ISSUE: REVISIONS: No. Description Date MARKET BLVD & W 78TH ST NOT FORCONSTRUCTION 2024 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM MARKET BLVD & W 78TH ST 340 V102 ALTA TOPOGRAPHIC SURVEY PRELIMINARY - NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTION LAND USE APPLICATION1/19/2024 ORIGINAL ISSUE: REVISIONS: No. Description Date MARKET BLVD & W 78TH ST NOT FORCONSTRUCTION 2024 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM MARKET BLVD & W 78TH ST 341 RELOCATE COMMUNICATION LINE, COORDINATE WITH UTILITY PROVIDER. REMOVE BUILDING OVERHANG. REMOVE FLAGPOLE REMOVE GAS METER, COORDINATE WITH UTILITY PROVIDER. REMOVE GAS METER, COORDINATE WITH UTILITY PROVIDER. REMOVE GAS METER, COORDINATE WITH UTILITY PROVIDER. REMOVE TRANSFORMER, COORDINATE WITH UTILITY PROVIDER. REMOVE TRANSFORMERS, COORDINATE WITH UTILITY PROVIDER. REMOVE TRANSFORMERS, COORDINATE WITH UTILITY PROVIDER. PROTECT IN PLACE EXISTING TRAFFIC LIGHTS. PROTECT IN PLACE EXISTING STORM. REMOVE EXISTING RETAINING WALLS, COORDINATE WITH OWNER AND KA DEVELOPMENT. G G G G G G G PROTECT IN PLACE EXISTING POWER LINE. REMOVE TRANSFORMER, COORDINATE WITH UTILITY PROVIDER. B B B BB B B B B B B B C C C C C C C CC C C C D D D D D I I I I I I PROTECT IN PLACE EXISTING UTILITIES. REMOVE EXISTING RETAINING WALLS REMOVE EXISTING RETAINING WALLS H H TYP. TYP. F F TYP. TYP. E PROTECT IN PLACE EXISTING TRAFFIC LIGHT. PROTECT EXISTING SANITARY MANHOLEREMOVE EXISTING RETAINING WALL PROTECT IN PLACE EXISTING MANHOLE STRUCTURE, REMOVE EXISTING PIPE TO THE EAST AND PLUG STRUCTURE.A A A A A A A A A PROTECT IN PLACE EXISTING POWER LINE. PROTECT IN PLACE EXISTING STORM SEWER PROTECT IN PLACE EXISTING STORM SEWER REMOVE SANITARY SEWER SERVICE. J J J J K K K K K K K K KK K K K K K L L L L L M M N N N L L L O P P P P P Q Q Q Q Q R R RR B D WATERMAIN LOOP MUST BE KEPT INTACT UNTIL NEW LOOP LINE IS IN PLACE, COORDINATE WITH CITY PUBLIC WORKS AND KA DEVELOPMENT PROTECT IN PLACE EXISTING CATCH BASIN STRUCTURE, REMOVE EXISTING PIPE TO THE EAST AND PLUG STRUCTURE. CONTRACTOR TO PROTECT OFF-SITE PARKING SURFACES CONTRACTOR SHALL LIMIT DISTURBANCE OF ALDI WATER SUPPLY TO 2 HOURS AND COORDINATE OUTAGE WITH STORE MANAGER. CONTRACTOR TO COORDINATE WITH ALDI STORE MANAGER FOR ACCESS SHUT DOWN. WATERMAIN REMOVAL MUST BE COORDINATED WITH ALDI STORE MANAGER AND CANNOT BE REMOVED UNTIL NEW PIPE IS IN PLACE. M A A A A A A A A A A A A A A WATERMAIN LOOP MUST BE KEPT INTACT UNTIL NEW LOOP LINE IS IN PLACE, COORDINATE WITH CITY PUBLIC WORKS AND KA DEVELOPMENT CONTRACTOR TO COORDINATE WITH KA DEVELOPMENT FOR ACCESS SHUT DOWN. CONTRACTOR TO COORDINATE WITH AMERICANA COMMUNITY BANK FOR ACCESS SHUT DOWN. PROTECT IN PLACE EXISTING UTILITIES. CONTRACTOR SHALL LIMIT DISTURBANCE OF OLD NATIONAL BANK WATER SUPPLY TO 2 HOURS AND COORDINATE OUTAGE WITH BANK MANAGER. CONTRACTOR SHALL LIMIT DISTURBANCE OF OLD NATIONAL BANK WATER SUPPLY TO 2 HOURS AND COORDINATE OUTAGE WITH STORE MANAGER. R R R R R R R R R R R R PROTECT IN PLACE EXISTING UTILITIES. SALVAGE AND REINSTALL HYDRANT. SALVAGE AND REINSTALL SIGN. SALVAGE AND REINSTALL SIGN CONTRACTOR TO PROTECT OFF-SITE PARKING SURFACES PROTECT IN PLACE EXISTING TRAFFIC LIGHT. PROTECT IN PLACE EXISTING TRAFFIC LIGHT. REMOVE EXISTING STORM STRUCTURE K PRELIMINARY - NOT FOR CONSTRUCTIONMICHAEL C. BRANDT, P.E. 01/19/2024 462661DATE: SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA. MN LIC. NO. PRELIMINARY NOT FOR CONSTRUCTION LAND USE APPLICATION1/19/2024 ORIGINAL ISSUE: REVISIONS: No. Description Date MARKET BLVD & W 78TH ST NOT FORCONSTRUCTION 2024 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM © MARKET BLVD & W 78TH ST LIMITS OF CONSTRUCTION REMOVE BITUMINOUS SURFACE REMOVE CONCRETE SURFACE REMOVE BUILDING REMOVE TREE REMOVE CONCRETE CURB & GUTTER REMOVE UTILITY LINES PROPERTY LINE EXISTING UNDERGROUND POWER LINE EXISTING WOOD FENCE EXISTING RETAINING WALL EXISTING SANITARY SEWER EXISTING STORM SEWER EXISTING WATERMAIN EXISTING GAS MAIN EXISTING UNDERGROUND COMMUNICATIONS LINE EXISTING UNDERGROUND CABLE EXISTING CONTOUR EXISTING SIGN EXISTING STORM MANHOLE EXISTING STORM CATCHBASIN EXISTING GAS METER EXISTING POST INDICATOR VALVE EXISTING FIRE DEPARTMENT CONNECTION EXISTING GATE VALVE EXISTING HYDRANT EXISTING METAL COVER EXISTING ELECTRICAL METER EXISTING AIR CONDITIONER EXISTING TELEPHONE MANHOLE EXISTING CABLE BOX EXISTING LIGHT POLE EXISTING TREE CLEARING & GRUBBING EXISTING CURB & GUTTER LEGEND FULL DEPTH SAWCUT REMOVE LIGHT POLE 1. THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND DISPOSAL (IN A LOCATION APPROVED BY ALL GOVERNING AUTHORITIES) OF ALL STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS, PARKING, DRIVES, DRAINAGE STRUCTURES, UTILITIES, ETC. SUCH THAT THE IMPROVEMENTS ON THE PLANS CAN BE CONSTRUCTED. FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL PER THE PROJECT DOCUMENTS. 2. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING OF THE DEBRIS IN A LAWFUL MANNER AND IN ACCORDANCE WITH LOCAL AND STATE REGULATIONS. THE CONTRACTOR SHALL OBTAIN ANY REQUIRED PERMITS FOR DEMOLITION AND DISPOSAL FROM THE APPROPRIATE LOCAL AND STATE AGENCIES. CONTRACTOR SHALL PROVIDE COPIES OF THE PERMIT AND RECEIPTS OF DISPOSAL OF MATERIALS TO THE OWNER AND OWNERS REPRESENTATIVE, INCLUDING THE TYPE OF DEBRIS AND LOCATION WHERE IT WAS DISPOSED. 3. THE CONTRACTOR SHALL MAINTAIN UTILITY SERVICES TO ADJACENT PROPERTIES AT ALL TIMES. UTILITY SERVICES SHALL NOT BE INTERRUPTED WITHOUT APPROVAL FROM THE CONSTRUCTION MANAGER AND COORDINATION WITH THE ADJACENT PROPERTIES AND/OR THE CITY. 4. THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVAL AND/OR RELOCATION OF UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY CONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE UTILITY COMPANY'S FORCES AND ANY FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANY FOR THEIR SERVICES. THE CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES. 5. THE LOCATIONS OF EXISTING UTILITIES SHOWN ON THE PLAN HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE AFFECTED UTILITY COMPANIES TO PROVIDE LOCATIONS OF EXISTING UTILITIES WITHIN PROPOSED WORK AREA. 6. EXISTING SEWERS, PIPING AND UTILITIES SHOWN ARE BASED ON AVAILABLE RECORD PLAN DATA AND/OR FIELD UTILITY MARKINGS AND ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION. ADDITIONAL UNMARKED OBSTACLES MAY EXIST ON THE SITE. VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED UNDERGROUND FEATURES. GIVE NOTICE TO AFFECTED UTILITY COMPANIES REGARDING REMOVAL OF SERVICE LINES AND CAP ANY ABANDONED LINES BEFORE PRECEDING WITH THE PROPOSED WORK. 7. ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC, AND/OR GAS LINES NEEDING TO BE REMOVED OR RELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY. ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THE UTILITY COMPANY IS NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE. CONTRACTOR SHALL PAY CLOSE ATTENTION TO EXISTING UTILITIES WITHIN ANY ROAD RIGHT-OF-WAY DURING CONSTRUCTION. 8. CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES, ETC. (AND OTHER APPROPRIATE BEST MANAGEMENT PRACTICES) AS APPROVED BY THE CONSTRUCTION MANAGER. MAINTENANCE OF TRAFFIC CONTROL SHALL BE COORDINATED IN ACCORDANCE WITH THE CITY, COUNTY, AND STATE DOT AS NECESSARY. 9. CONTRACTOR SHALL MAINTAIN ACCESS TO ADJACENT PROPERTIES DURING CONSTRUCTION, AND SHALL NOTIFY ADJACENT PROPERTY OWNERS IF ACCESS WILL BE INTERRUPTED OR ALTERED AT ANY TIME DURING CONSTRUCTION. 10. PRIOR TO THE START OF DEMOLITION, INSTALL EROSION CONTROL BMP'S IN ACCORDANCE WITH THE EROSION & SEDIMENT CONTROL PLANS / SWPPP. 11. CONTRACTOR MAY LIMIT SAW-CUT AND PAVEMENT REMOVAL TO ONLY THOSE AREAS WHERE IT IS REQUIRED AS SHOWN ON THESE CONSTRUCTION PLANS BUT IF ANY DAMAGE IS INCURRED ON ANY OF THE SURROUNDING PAVEMENT OR CURB, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ITS REMOVAL AND REPAIR. 12. THE CONTRACTOR SHALL COORDINATE WATER MAIN WORK WITH THE CITY WATER AND FIRE DEPARTMENTS TO ENSURE ADEQUATE FIRE PROTECTION IS CONSTANTLY AVAILABLE TO THE SITE AND SURROUNDING PROPERTIES THROUGH ALL PHASES OF CONSTRUCTION. CONTRACTOR WILL BE RESPONSIBLE FOR ARRANGING/PROVIDING ANY REQUIRED WATER MAIN SHUT OFFS WITH THE CITY. ANY COSTS ASSOCIATED WITH WATER MAIN SHUT OFFS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AND NO EXTRA COMPENSATION WILL BE PROVIDED. 13. IN THE EVENT A WELL IS FOUND, THE CONTRACTOR SHALL CONTACT THE ENGINEER AND OWNER IMMEDIATELY. ALL WELLS SHALL BE SEALED BY A LICENSED WELL CONTRACTOR IN ACCORDANCE WITH STATE REQUIREMENTS. 14. IN THE EVENT THAT UNKNOWN CONTAINERS OR TANKS ARE ENCOUNTERED, THE CONTRACTOR SHALL CONTACT THE OWNER AND/OR OWNERS REPRESENTATIVE IMMEDIATELY. ALL CONTAINERS SHALL BE DISPOSED OF AT A PERMITTED LANDFILL PER THE PROJECT DOCUMENTS. 15. CONTRACTOR SHALL NOTIFY THE ENGINEER IF ANY EXISTING DRAINTILE IS ENCOUNTERED ON SITE; ACTIVE DRAINTILE SHALL NOT BE REMOVED WITHOUT APPROVAL FROM THE ENGINEER. 16. IF CONTAMINATED MATERIAL IS ENCOUNTERED ON THE PROJECT SITE, THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE OWNER AND ENGINEER IMMEDIATELY. DEMOLITION PLAN NOTES KEYNOTE LEGEND SAWCUT EXISTING PAVEMENT REMOVE EXISTING CURB REMOVE EXISTING SIDEWALK REMOVE EXISTING PAVEMENT REMOVE EXISTING FENCE REMOVE EXISTING TREE REMOVE EXISTING SIGN REMOVE EXISTING LIGHT POLE REMOVE EXISTING WATER LINE / HYDRANT / VALVE REMOVE EXISTING SEWER LINE / STRUCTURE REMOVE EXISTING STORM LINE / STRUCTURE PROTECT EXISTING STORM LINE / STRUCTURE PROTECT EXISTING WATER LINE / HYDRANT / VALVE PROTECT EXISTING SEWER LINE / STRUCTURE PROTECT EXISTING BUILDING / STRUCTURE REMOVE EXISTING BUILDING / STRUCTURE PROTECT EXISTING LIGHT POLE PROTECT EXISTING TREE A B C D E F G H I J K L M N O P Q RNORTH C200 SITE DEMOLITION PLAN ABANDON UTILITY LINES IN PLACE 342 NO PARKING78TH STREET MARKET BOULEVARDLAREDODRIVENO PARKINGA A A A A A A A A A AA A A A A A A AA A A A A A A A A A A A A A A A A A A A A A A A A A A A A B B B B B BB BB B B B B B B B A AAAA A A A A A A C C C C C C C C C C C BA B A C C C C C TREE TO BE REMOVED PROPERTY LINE TREE TO REMAIN LEGEND TREE REMOVAL: 43 TREES TREE REMOVAL: ~744 CAL. IN. REPLACEMENT CALIPER REQUIRED:~1,488 CAL. IN. = 2X THE CALIPER INCHES REMOVED TREE MITIGATION DATA 1. PRUNING WILL BE DONE BY PROFESSIONALS DURING APPROPRIATE PRUNING SEASON. 2. NO STORAGE OF MATERIALS, OPERATION OF MACHINERY, OR DEVELOPMENT OF ANY SORT WILL OCCUR WITHIN THE FENCE-LINE WITHOUT APPROVAL IN WRITING FROM CITY. 3. SITE GRADING TO BE DONE ONLY AFTER PROTECTIVE MEASURES HAVE BEEN TAKEN, CITY HAS APPROVED FENCING LOCATIONS, AND ALL CONTRACTORS HAVE BEEN BREIFED ON TREE PRESERVATION TECHNIQUES. 4. EXISTING TREES TO REMAIN OR REMOVED TO BE CLEARLY IDENTIFIED, WITHIN DISTURBANCE LIMITS AND 10' OUTSIDE OF THE DISTURBANCE LIMITS. 5. TREE PRESERVATION TO BE APPROVED BY OWNER AND PER LOCAL GOVERNMENTAL AUTHORITY. TREE PROTECTION NOTES KEYNOTE LEGEND EXISTING TREE TO BE REMOVED (TYP.) EXISTING TREE TO BE SAVED (TYP.) EXISTING TREE LOCATED PER AERIAL IMAGE, DATED 08/22/23. SIZE DETERMINED VIA GOOGLE STREET VIEW, IMAGE DATED MARCH 2023, BASED ON ADJACENT TREE IN SURVEY A B C EXISTING VEGETATION EDGE C201 TREE INVENTORY & PRESERVATION PLAN PRELIMINARY - NOT FOR CONSTRUCTIONLANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. MITCHELL COOKAS, PLA 5652201/19/2024DATE: SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONAL MN LIC. NO. PRELIMINARY NOT FOR CONSTRUCTION LAND USE APPLICATION1/19/2024 ORIGINAL ISSUE: REVISIONS: No. Description Date MARKET BLVD & W 78TH ST NOT FORCONSTRUCTION 2024 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM MARKET BLVD & W 78TH ST 343 591 78TH STREET WEST 575 78TH STREET WEST 570 MARKET STREET 7 8 T H S T R E E T W E S T M A R K E T B O U L E V A R D7 8 T H S T R E E T W E S T B O U L E V A R DM A R K E TITEM 11 &2MMITME1T 12 67501 ITEM 7 &2MMITME1T 12 67573 ITEM 7 &2MMITME1T 12 67573 ITEM 7 &2MMITME1T 12 67573 ITEM 19 &2MMITME1T 12 67573 ITEM 18 &2MMITME1T 12 67573 ITEM 17 &2MMITME1T 12 67573 ITEM 14 &2MMITME1T 12 67501 ITEM 13 &2MMITME1T 12 67501 ITEM 13 &2MMITME1T 12 67501 ITEM 15 &2MMITME1T 12 67573 SD S D SD SD SD SD SDSD SDSDSDSDS DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD SDSDSDSDSDSDSDSD SD SD SD SDSD SDSDSD3.29%2.47%4.04%3 . 4 6%1.11% 1.11% 1. 4 3 % 1.63 %3.01%4.87%2.73%1.27 % 4 . 0 0%8.88%A B B B B B B B A C 97097 5 96 6966 966 967 96 8 96 9 971972973 973973974974 976977975 975973973 973974 974976976977 D D B A CONTRACTOR TO PROTECT EXISTING OFF-SITE PARKING SURFACES B SOIL TYPE: KB 3.4 ACRES SOIL TYPE: KC-2 0.3 ACRES SOIL TYPE: KB 0.4 ACRES SOIL TYPE: LA 0.1 ACRES SOIL TYPE: CO 0.1 ACRES B B B B B B B3.74%3.57%4.76%4.94%4.64%5.14%1.72%2. 0 2%2.80%4.14%2.86% 2 . 2 7% 1.10 %1.40%0.72%1. INSTALL PERIMETER EROSION CONTROL (I.E. SILT FENCE) AND INLET PROTECTION AT EXISTING STORMWATER INLETS. 2. CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE AND CONCRETE WASHOUT 3. PREPARE TEMPORARY PARKING AND STORAGE AREA. 4. CONSTRUCT AND STABILIZE DIVERSIONS AND TEMPORARY SEDIMENT BASINS. 5. CLEAR AND GRUB THE SITE. 6. BEGIN MASS SITE GRADING AND ROUGH GRADE SITE SUFFICIENTLY TO ESTABLISH PROPOSED DRAINAGE PATTERNS. 7. START CONSTRUCTION OF THE BUILDING PAD AND STRUCTURES. 8. TEMPORARILY SEED, THROUGHOUT CONSTRUCTION, DISTURBED AREAS THAT WILL BE INACTIVE FOR 14 DAYS OR MORE OR AS REQUIRED BY THE NPDES AND/OR CITY GRADING PERMIT(S). NOTE: THE SEQUENCE OF CONSTRUCTION IS INTENDED TO CONVEY THE GENERAL CONCEPTS OF THE EROSION CONTROL DESIGN AND SHOULD NOT BE RELIED UPON FOR CONSTRUCTION PURPOSES. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DETAILED PHASING AND CONSTRUCTION SEQUENCING NECESSARY TO CONSTRUCT THE PROPOSED IMPROVEMENTS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING IMMEDIATELY, PRIOR TO AND/OR DURING CONSTRUCTION IF ANY ADDITIONAL INFORMATION ON THE CONSTRUCTION SEQUENCE IS NECESSARY. PHASE 1 SEQUENCE OF CONSTRUCTION ROCK ENTRANCE INLET PROTECTION SILT FENCE LIMITS OF DISTURBANCE SAFETY FENCE SILT DIKE LEGEND EROSION CONTROL BLANKET 1. THE STORM WATER POLLUTION PREVENTION PLAN ("SWPPP") IS COMPRISED OF THE EROSION CONTROL PLAN, THE STANDARD DETAILS, THE PLAN NARRATIVE, ATTACHMENTS INCLUDED IN THE SPECIFICATIONS OF THE SWPPP, PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. 2. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH LAND DISTURBING ACTIVITIES SHALL OBTAIN A COPY OF THE SWPPP AND NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT, AND BECOME FAMILIAR WITH THEIR CONTENTS. 3. BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE AND LOCAL REQUIREMENTS, AS APPLICABLE. THE CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY THE PERMITTING AGENCY, ENGINEER OR OWNER. 4. SITE ENTRY AND EXIT LOCATIONS SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT THE TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC ROADWAYS. SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO A PUBLIC ROADWAY FROM THE CONSTRUCTION SITE MUST BE REMOVED AS SOON AS PRACTICABLE. WHEN WASHING IS REQUIRED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO A PUBLIC ROADWAY, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN. ANY FINES IMPOSED FOR DISCHARGING SEDIMENT ONTO A PUBLIC RIGHT OF WAY SHALL BE PAID BY THE CONTRACTOR. 5. TEMPORARY SEEDING OR OTHER APPROVED METHODS OF STABILIZATION SHALL BE INITIATED WITHIN 7 DAYS OF THE LAST DISTURBANCE ON ANY AREA OF THE SITE. 6. THE CONTRACTOR SHALL MINIMIZE LAND DISTURBANCE AND CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT. 7. CONTRACTOR SHALL DENOTE ON THE PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. 8. ALL WASH WATER FROM THE CONSTRUCTION SITE (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BE DETAINED AND PROPERLY TREATED BEFORE DISPOSAL. 9. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL ON SITE. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. 11. RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORM WATER DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE. 12. STAGING AREAS, STOCKPILES, SPOILS, ETC. SHALL BE LOCATED OUTSIDE OF DRAINAGE WAYS SUCH THAT STORM WATER RUNOFF WILL NOT BE ADVERSELY AFFECTED. PROVIDE STABILIZATION MEASURES SUCH AS PERIMETER EROSION CONTROL BMP'S, SEEDING, OR OTHER COVERING AS NECESSARY TO PREVENT EROSION. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR RE-ESTABLISHING ANY EROSION CONTROL BMP DISTURBED DURING CONSTRUCTION OPERATIONS. NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DEFICIENCIES IN THE ESTABLISHED EROSION CONTROL MEASURES THAT MAY LEAD TO UNAUTHORIZED DISCHARGE OF STORM WATER POLLUTANTS. UNAUTHORIZED POLLUTANTS INCLUDE (BUT ARE NOT LIMITED TO) EXCESS CONCRETE DUMPING, CONCRETE RESIDUE, PAINTS, SOLVENTS, GREASES, FUELS, LUBRICANT OILS, PESTICIDES, AND SOLID WASTE MATERIALS. 14. EROSION CONTROL BMP'S SHOWN ON THESE PLANS SHALL BE INSTALLED PRIOR TO THE START OF LAND-DISTURBING ACTIVITIES ON THE PROJECT, AND INITIATED AS SOON AS PRACTICABLE. 15. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR COMPLYING WITH THE REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION, AND SHALL MAINTAIN COMPLIANCE WITH APPLICABLE LAWS AND REGULATIONS FOR THE DURATION OF CONSTRUCTION. 16. THE CONTRACTOR SHALL FIELD ADJUST AND/OR PROVIDE ADDITIONAL EROSION CONTROL BMP'S AS NEEDED TO PREVENT EROSION AND OFF-SITE SEDIMENT DISCHARGE FROM THE CONSTRUCTION SITE. LOG AND RECORD ANY ADJUSTMENTS AND DEVIATIONS FROM THE APPROVED EROSION CONTROL PLANS WITHIN THE SWPPP DOCUMENTS STORED IN THE JOB SITE TRAILER. EROSION CONTROL PLAN NOTES PHASE I BMP QUANTITIES SILT FENCE ±1,355 LF INLET PROTECTION 17 EA ROCK CONSTRUCTION ENTRANCE 1 EA SILT DIKE ±1,250 LF THE CONTRACTOR MUST UPDATE THE SWPPP BY NOTING ON THE SITE MAPS IN THE JOB SITE BINDER TO REFLECT THE PROGRESS OF CONSTRUCTION ACTIVITIES AND GENERAL CHANGES TO THE PROJECT SITE FOR THE DURATION OF LAND DISTURBING ACTIVITIES. AT A MINIMUM, UPDATES SHALL BE MADE DAILY TO TRACK CONSTRUCTION PROGRESS DESCRIBED IN THE SEQUENCE OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR NOTING THE LOCATION OF THE JOB SITE TRAILER, TEMPORARY PARKING & LAYDOWN AREAS, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, FUEL & MATERIAL STORAGE, SOLID WASTE CONTAINERS, AND OTHER CONSTRUCTION RELATED FACILITIES THAT MAY IMPACT STORMWATER RUNOFF. SWPPP UPDATES & AMENDMENTS KEYNOTE LEGEND SILT FENCE INLET PROTECTION ROCK CONSTRUCTION ENTRANCE SILT DIKE A B C D C300 EROSION CONTROL PLAN - PHASE 1NORTH PROPERTY SUMMARY TOTAL PROPERTY AREA 4.09 AC / 178,247 SF EXISTING IMPERVIOUS AREA 3.36 AC / 146,306 SF / 82.1% EXISTING PERVIOUS AREA 0.73 AC / 31,941SF / 17.9% PROPOSED IMPERVIOUS AREA 3.66 AC / 159,455 SF / 89.5% PROPOSED PERVIOUS AREA 0.43 AC / 18,792 SF / 10.5% SD SOIL MAP LEGEND CO - CORDOVA CLAY LOAM, 0 TO 2 PERCENT SLOPES 0.1 ACRES KB - KILKENNY-LESTER LOAMS, 2 TO 6 PERCENT SLOPES 3.8 ACRES KC2 - LESTER-KILKENNY COMPLEX, 6 T O10 PERCENT SLOPES, MODERATELY ERODED 0.3 ACRES LA - LE SUEUR-LESTER COMPLEX, 1 TO 6 PERCENT SLOPES 0.1 ACRES PRELIMINARY - NOT FOR CONSTRUCTIONMICHAEL C. BRANDT, P.E. 01/19/2024 462661DATE: SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA. MN LIC. NO. PRELIMINARY NOT FOR CONSTRUCTION LAND USE APPLICATION1/19/2024 ORIGINAL ISSUE: REVISIONS: No. Description Date MARKET BLVD & W 78TH ST NOT FORCONSTRUCTION 2024 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM MARKET BLVD & W 78TH ST 344 78TH STREET MARKET BOULEVARDLAREDODRIVESD SD SD SD SD SDSDSDSDSDS DSDSDSDSDSDSDSDSDSDSDSDSDSDSD3.72%1.26%3 .92% 2. 0 8% 2.66% A B B B B B B B D C B B B BB B C 965 970970970 975 966967968969 9719719 7 1971971 972972972972972 97397497 6 977965970 9 7 5 966 967 968 969 971 9719 7 1 972973973973974 974976 975974 976 976 977 97 7 B SOIL TYPE: KC-2 0.3 ACRES SOIL TYPE: KB 0.4 ACRES SOIL TYPE: LA 0.1 ACRES SOIL TYPE: CO 0.1 ACRES B 5.21%5.21%3.66%3 . 6 6%3.22%3.49%3.49%7.41% B B B B B B B B B B BBB B1.46%1.48%SOIL TYPE: KB 3.4 ACRES 12.21%19.49%9.82%7.27%3.71% 4.79 % 3.5 5 % 1. TEMPORARILY SEED, THROUGHOUT CONSTRUCTION, DENUDED AREAS THAT WILL BE INACTIVE FOR 14 DAYS OR MORE. 2. CONSTRUCT UNDERGROUND SITE UTILITIES AND STORM SEWER, INCLUDING UNDERGROUND STORMWATER MANAGEMENT SYSTEM. 3. INSTALL APPROPRIATE INLET PROTECTION AT ANY NEW STORM SEWER STRUCTURES AS EACH STRUCTURE IS CONSTRUCTED. 4. COMPLETE SITE GRADING AND PERMANENTLY STABILIZE AREAS TO BE VEGETATED AS THEY ARE BROUGHT TO FINAL GRADE. 5. PLACE PAVEMENT BASE MATERIAL AND INSTALL SUBDRAINAGE SYSTEM. 6. CONSTRUCT PAVEMENTS, CURB & GUTTER, AND SIDEWALKS. 7. AS APPROPRIATE, REPLACE & MAINTAIN INLET PROTECTION DEVICES WITHIN PAVED AREAS AS WORK PROGRESSES. 8. COMPLETE FINAL GRADING AND INSTALL OF PERMANENT STABILIZATION (SEEDING, SODDING, ETC.) WITHIN LANDSCAPED AREAS. 9. WHEN THE SITE HAS ACHIEVED FINAL STABILIZATION AS DEFINED BY THE APPLICABLE EROSION CONTROL PERMITS, REMOVE ALL REMAINING TEMPORARY EROSION & SEDIMENT CONTROL BMP'S AND RE-STABILIZE ANY AREAS DISTURBED BY THE REMOVAL. NOTE: THE SEQUENCE OF CONSTRUCTION IS INTENDED TO CONVEY THE GENERAL CONCEPTS OF THE EROSION CONTROL DESIGN AND SHOULD NOT BE RELIED UPON FOR CONSTRUCTION PURPOSES. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DETAILED PHASING AND CONSTRUCTION SEQUENCING NECESSARY TO CONSTRUCT THE PROPOSED IMPROVEMENTS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING IMMEDIATELY, PRIOR TO AND/OR DURING CONSTRUCTION IF ANY ADDITIONAL INFORMATION ON THE CONSTRUCTION SEQUENCE IS NECESSARY. PHASE 2 SEQUENCE OF CONSTRUCTION ROCK ENTRANCE INLET PROTECTION SILT FENCE LIMITS OF DISTURBANCE SAFETY FENCE SILT DIKE LEGEND EROSION CONTROL BLANKET 1. THE STORM WATER POLLUTION PREVENTION PLAN ("SWPPP") IS COMPRISED OF THE EROSION CONTROL PLAN, THE STANDARD DETAILS, THE PLAN NARRATIVE, ATTACHMENTS INCLUDED IN THE SPECIFICATIONS OF THE SWPPP, PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. 2. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH LAND DISTURBING ACTIVITIES SHALL OBTAIN A COPY OF THE SWPPP AND NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT, AND BECOME FAMILIAR WITH THEIR CONTENTS. 3. BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE AND LOCAL REQUIREMENTS, AS APPLICABLE. THE CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY THE PERMITTING AGENCY, ENGINEER OR OWNER. 4. SITE ENTRY AND EXIT LOCATIONS SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT THE TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC ROADWAYS. SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO A PUBLIC ROADWAY FROM THE CONSTRUCTION SITE MUST BE REMOVED AS SOON AS PRACTICABLE. WHEN WASHING IS REQUIRED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO A PUBLIC ROADWAY, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN. ANY FINES IMPOSED FOR DISCHARGING SEDIMENT ONTO A PUBLIC RIGHT OF WAY SHALL BE PAID BY THE CONTRACTOR. 5. TEMPORARY SEEDING OR OTHER APPROVED METHODS OF STABILIZATION SHALL BE INITIATED WITHIN 7 DAYS OF THE LAST DISTURBANCE ON ANY AREA OF THE SITE. 6. THE CONTRACTOR SHALL MINIMIZE LAND DISTURBANCE AND CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT. 7. CONTRACTOR SHALL DENOTE ON THE PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. 8. ALL WASH WATER FROM THE CONSTRUCTION SITE (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BE DETAINED AND PROPERLY TREATED BEFORE DISPOSAL. 9. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL ON SITE. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. 11. RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORM WATER DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE. 12. STAGING AREAS, STOCKPILES, SPOILS, ETC. SHALL BE LOCATED OUTSIDE OF DRAINAGE WAYS SUCH THAT STORM WATER RUNOFF WILL NOT BE ADVERSELY AFFECTED. PROVIDE STABILIZATION MEASURES SUCH AS PERIMETER EROSION CONTROL BMP'S, SEEDING, OR OTHER COVERING AS NECESSARY TO PREVENT EROSION. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR RE-ESTABLISHING ANY EROSION CONTROL BMP DISTURBED DURING CONSTRUCTION OPERATIONS. NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DEFICIENCIES IN THE ESTABLISHED EROSION CONTROL MEASURES THAT MAY LEAD TO UNAUTHORIZED DISCHARGE OF STORM WATER POLLUTANTS. UNAUTHORIZED POLLUTANTS INCLUDE (BUT ARE NOT LIMITED TO) EXCESS CONCRETE DUMPING, CONCRETE RESIDUE, PAINTS, SOLVENTS, GREASES, FUELS, LUBRICANT OILS, PESTICIDES, AND SOLID WASTE MATERIALS. 14. EROSION CONTROL BMP'S SHOWN ON THESE PLANS SHALL BE INSTALLED PRIOR TO THE START OF LAND-DISTURBING ACTIVITIES ON THE PROJECT, AND INITIATED AS SOON AS PRACTICABLE. 15. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR COMPLYING WITH THE REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION, AND SHALL MAINTAIN COMPLIANCE WITH APPLICABLE LAWS AND REGULATIONS FOR THE DURATION OF CONSTRUCTION. 16. THE CONTRACTOR SHALL FIELD ADJUST AND/OR PROVIDE ADDITIONAL EROSION CONTROL BMP'S AS NEEDED TO PREVENT EROSION AND OFF-SITE SEDIMENT DISCHARGE FROM THE CONSTRUCTION SITE. LOG AND RECORD ANY ADJUSTMENTS AND DEVIATIONS FROM THE APPROVED EROSION CONTROL PLANS WITHIN THE SWPPP DOCUMENTS STORED IN THE JOB SITE TRAILER. EROSION CONTROL PLAN NOTES PHASE 2 BMP QUANTITIES SILT FENCE ±1,330 LF INLET PROTECTION 31 EA ROCK CONSTRUCTION ENTRANCE 1 EA SILT DIKE ±680 LF THE CONTRACTOR MUST UPDATE THE SWPPP BY NOTING ON THE SITE MAPS IN THE JOB SITE BINDER TO REFLECT THE PROGRESS OF CONSTRUCTION ACTIVITIES AND GENERAL CHANGES TO THE PROJECT SITE FOR THE DURATION OF LAND DISTURBING ACTIVITIES. AT A MINIMUM, UPDATES SHALL BE MADE DAILY TO TRACK CONSTRUCTION PROGRESS DESCRIBED IN THE SEQUENCE OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR NOTING THE LOCATION OF THE JOB SITE TRAILER, TEMPORARY PARKING & LAYDOWN AREAS, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, FUEL & MATERIAL STORAGE, SOLID WASTE CONTAINERS, AND OTHER CONSTRUCTION RELATED FACILITIES THAT MAY IMPACT STORMWATER RUNOFF. SWPPP UPDATES & AMENDMENTS KEYNOTE LEGEND SILT FENCE INLET PROTECTION ROCK CONSTRUCTION ENTRANCE SILT DIKE A B C D PRELIMINARY - NOT FOR CONSTRUCTIONMICHAEL C. BRANDT, P.E. 01/19/2024 462661DATE: SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA. MN LIC. NO. PRELIMINARY NOT FOR CONSTRUCTION LAND USE APPLICATION1/19/2024 ORIGINAL ISSUE: REVISIONS: No. Description Date MARKET BLVD & W 78TH ST NOT FORCONSTRUCTION 2024 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM MARKET BLVD & W 78TH ST C301 EROSION CONTROL PLAN - PHASE 2NORTH SOIL MAP LEGEND CO - CORDOVA CLAY LOAM, 0 TO 2 PERCENT SLOPES 0.1 ACRES KB - KILKENNY-LESTER LOAMS, 2 TO 6 PERCENT SLOPES 3.8 ACRES KC2 - LESTER-KILKENNY COMPLEX, 6 T O10 PERCENT SLOPES, MODERATELY ERODED 0.3 ACRES LA - LE SUEUR-LESTER COMPLEX, 1 TO 6 PERCENT SLOPES 0.1 ACRES PROPERTY SUMMARY TOTAL PROPERTY AREA 4.09 AC / 178,247 SF DISTURBED AREA 5.57 AC / EXISTING IMPERVIOUS AREA 3.36 AC / 146,306 SF / 82.1% EXISTING PERVIOUS AREA 0.73 AC / 31,941SF / 17.9% PROPOSED IMPERVIOUS AREA 3.66 AC / 159,455 SF / 89.5% PROPOSED PERVIOUS AREA 0.43 AC / 18,792 SF / 10.5% SOIL BOUNDARY - PER NRCS SD 345 C302 EROSION CONTROL DETAILS PRELIMINARY - NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTION LAND USE APPLICATION1/19/2024 ORIGINAL ISSUE: REVISIONS: No. Description Date MARKET BLVD & W 78TH ST NOT FORCONSTRUCTION 2024 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM MARKET BLVD & W 78TH ST N.T.S. APRON ON THIS SIDE OF THE DIKE SHALL BEFOLDED UNDER THEDIKE SECTION 20" ANDGLUED DOWN CONSTRUCTION AREA ASPHALT PAVEMENT EXISTING CONCRETE OR A A APRON ADHESIVE FLOW ADHESIVE 20"20"ADHESIVEADHESIVEADHESIVE ADHESIVE NOTES: 1. INSTALLED SILT DIKE UNIT SHALL HAVE CONTINUOUS AND FIRM CONTACT WITH PAVEMENT. 2. ADHESIVES SHALL BE LIQUID NAIL OR APPROVED EQUAL FOR CONCRETE PAVEMENT APPLICATIONSAND EMULSIFIED ASPHALT FOR ASPHALT APPLICATIONS.ADHESIVE SHALL BE PLACED WHERE THE UNITS OVERLAP AND A 20" STRIP ALONG BOTH EDGES. FLOW OVERLAP PER MANUFACTURER'SRECOMMENDATIONS SECTION A-A DIKE PLAN VIEW 1 SILT DIKE 346 NO PARKING78TH STREET MARKET BOULEVARDLAREDODRIVENO PARKINGPROPOSED 10' D&U EASEMENT 10.5'10.4'PROPOSED 10' D&U EASEMENT PROPOSED 10' D&U EASEMENT PROPOSED 6' D&U EASEMENT TIE INTO EXISTING CURB AND GUTTER 9.3'16.0'A A A A A A AA A A B B C D D D D D E C 18.0'26.0'18.0'7.0'18.0'8.0'8.0'5.0'P F F P P 9.0' M ME E E N N N N N N G G G G H H H H H H H E TRANSFORMERS, SEE MEP PLANS TRANSFORMERS, SEE MEP PLANS18.5'15.9'7.3'9.5'11.2' 116.7'35.9'5.0'5.0'11.0'II K A L O O O O O O O OO O O O O O O O OOOO FUTURE CURB - BY OTHERS FUTURE CURB - BY OTHERS PROPOSED D&U EASEMENT PROPOSED D&U EASEMENT 26.0'18.0'7.9'36.0'12.1'5.6'24.0'36.0'4.7' 9.0' 19.8'9.8' EXISTING CURB 7.0'4.6'8.6'6.0'1.8'26.6'27.7'12.4' 8.1'1.9'24.0'2.7'2.5'10.8'8.9'13.4'11.3'11.9'6.0' 8.8' 60.0' FUTURE ROW R30.0' R10.0' R10.0' R10.0' R10.0' R10.0' 3.1' 11.0' 0.6' 2.9'1.1'0.6'JJ J J J J J JJ J 13.0'10.0'10.1'7.5' LOT 1, BLOCK 1 LOT 1, BLOCK 2 OUTLOT A P Q Q 8.0' 6.2' 5.1' R R R RETAINING WALL STAIRS - SEE ARCH PLANS STAIRS STAIRS - SEE ARCH PLANS H H H H GENERATOR, SEE MEP PLANS BARRICADES PER CITY DETAIL 7.3' 11.6'5.0'N5.0'6.0'11.3'5.3'18.0'9.0'13.0'37.3'GENERATOR, SEE MEP PLANS S DO NOT DISTURB EXISTING TRAFFIC SIGNAL T T5.0'I L K BUILDING OVERHEAD - SEE ARCH PLANS UNDERGROUND STORMWATER SYSTEM EXTENTS UNDERGROUND STORMWATER SYSTEM EXTENTS COORDINATE TRAFFIC SIGNAL LOCATION WITH CITY EAST BUILDING - SEE ARCH PLANS (126 HOUSING UNITS) WEST BUILDING - SEE ARCH PLANS (184 HOUSING UNITS) 10.0' 13.7' 17.1' 23.6'14.1'5.7'9.0' 11.6'13.8'20.0' 111.8' 20.0'16.7'3.7'1.9' 5.0' 42.1'N 21.7' 9.0' EXISTING ACCESS EASEMENT 8.3' R10.0'R3.0'R10.0' R20.0' R3.0' R5.0' R3.0' R3.0' R5.0' R10.0' R3.0'8.3'14.5'J J J J J P P 1.7' 3.5' 11.9' 16.0' F F F F F G G U U F F F F 6.2'13.9'G G U OUTLOT B BUILDING OVERHEAD - SEE ARCH PLANS BUILDING OVERHEAD - SEE ARCH PLANS 4.0'4.1'DOG RUN PRELIMINARY - NOT FOR CONSTRUCTIONMICHAEL C. BRANDT, P.E. 01/19/2024 462661DATE: SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA. MN LIC. NO. PRELIMINARY NOT FOR CONSTRUCTION LAND USE APPLICATION1/19/2024 ORIGINAL ISSUE: REVISIONS: No.Description Date MARKET BLVD & W 78TH ST NOT FORCONSTRUCTION 2024 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM © MARKET BLVD & W 78TH ST NORTH LEGEND PROPERTY SUMMARY TOTAL PROPERTY AREA 4.09 AC / 178,247 SF DISTURBED AREA 5.57 AC / EXISTING IMPERVIOUS AREA 3.36 AC / 146,306 SF / 82.1% EXISTING PERVIOUS AREA 0.73 AC / 31,941SF / 17.9% PROPOSED IMPERVIOUS AREA 3.66 AC / 159,455 SF / 89.5% PROPOSED PERVIOUS AREA 0.43 AC / 18,792 SF / 10.5% SITE DATA EXISTING ZONING CENTRAL BUSINESS DISTRICT PROPOSED ZONING CENTRAL BUSINESS DISTRICT PROPOSED LAND USE MULTI-FAMILY HOUSING AND RETAIL REQUIRED PARKING SETBACKS SIDE/REAR = 0' RIGHT OF WAY = 0' REQUIRED/PROVIDE BUILDING SETBACKS FRONT (WEST BLDG) = 0' / 10.4' SIDE (EAST BLDG) = 0' / 7.5' REAR (WEST BLDG) = 0' / 10.8 RIGHT OF WAY (WEST BLDG) = 0' /10.5' SITE PLAN NOTES 1. REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF STOOPS, TRUCK DOCKS, TRASH ENCLOSURES & PRECISE BUILDING DIMENSIONS. REFER TO THE SITE ELECTRICAL PLAN FOR LOCATIONS OF PROPOSED LIGHT POLES, CONDUITS, AND ELECTRICAL EQUIPMENT. 2. REFER TO CERTIFIED SITE SURVEY OR PLAT FOR EXACT LOCATION OF EXISTING EASEMENTS, PROPERTY BOUNDARY DIMENSIONS, AND ADJACENT RIGHT-OF-WAY & PARCEL INFORMATION. 3. DIMENSIONS AND RADII ARE DRAWN TO THE FACE OF CURB, UNLESS OTHERWISE NOTED. DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT, AND AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. 4. UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATING EXISTING SITE IMPROVEMENTS THAT CONFLICT WITH THE PROPOSED WORK, INCLUDING BUT NOT LIMITED TO TRAFFIC SIGNS, LIGHT POLES, ABOVEGROUND UTILITIES, ETC. PERFORM WORK IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITE WORK SPECIFICATIONS. COST SHALL BE INCLUDED IN BASE BID. 5. TYPICAL PARKING STALL DIMENSIONS SHALL BE 9.0-FEET IN WIDTH AND 18-FEET IN LENGTH UNLESS OTHERWISE INDICATED. 6. MONUMENT SIGN(S) ARE DETAILED ON THE ARCHITECTURAL PLANS AND ARE SHOWN FOR GRAPHICAL & INFORMATIONAL PURPOSES ONLY. CONTRACTOR TO VERIFY SIGN DIMENSIONS, LOCATION AND REQUIRED PERMITS WITH THE OWNER. BUILDING DATA WEST BUILDING AREA (FOOTPRINT)66,721 SF EAST BUILDING AREA (FOOTPRINT)39,221 SF TOTAL BUILDING AREA (FOOTPRINT)105,943 SF PERCENT OF TOTAL PROPERTY AREA 59.44% MAXIMUM BUILDING HEIGHT ALLOWED 78' WEST BUILDING PROPOSED HEIGHT 76'-8" WEST BUILDING FIRST FLOOR HEIGHT VARIES 15' TO 16' WEST BUILDING UPPER FLOORS HEIGHT 10'-8" TO 11'-8" EAST BUILDING PROPOSED HEIGHT 69'-2" EAST BUILDING FIRST FLOOR HEIGHT 14'-0" EAST BUILDING UPPER FLOORS HEIGHT 10'-8" TO 11'-8" PARKING SUMMARY REQUIRED TOTAL PARKING TO BE DETERMINED BY CITY PARKING ANALYSIS PROPOSED INTERNAL PARKING - WEST BUILDING 338 SPACES PROPOSED INTERNAL PARKING - EAST BUILDING 68 SPACES PROPOSED EXTERNAL PARKING - NORTH AREA 59 SPACES PROPOSED EXTERNAL PARKING - EAST AREA 9 SPACES SOUTHERN OFF-SITE PARKING (RIGHTS VIA EASEMENT NO.A387167)25 SPACES SOUTHEAST OFF-SITE VENUE APARTMENT EXCESS PARKING 20 SPACES TOTAL PROVIDED PARKING 519 SPACES REQUIRED ACCESSIBLE PARKING 15 SPACES PROPOSED ACCESSIBLE PARKING 15 SPACES PROPOSED CURB AND GUTTER PROPERTY LINE PROPOSED FENCE RETAINING WALL DRAINAGE AND UTILITY EASEMENT STANDARD DUTY ASPHALT PAVMENT SEE DETAILS FOR SECTION RIGHT OF WAY PAVEMENT SEE DETAILS FOR SECTION HEAVY DUTY CONCRETE PAVEMENT SEE DETAILS FOR SECTION CONCRETE SIDEWALK SEE DETAILS FOR SECTION Know what'sbelow. before you dig.Call R C400 SITE PLAN KEYNOTE LEGEND SIDEWALK, SEE INSET A PUBLIC ASPHALT PAVEMENT, SEE INSET B HEAVY DUTY PAVEMENT, SEE INSET C STANDARD DUTY ASPHALT PAVEMENT, SEE INSET D HEAVY DUTY CONCRETE PAVEMENT, SEE INSET E B612 CONCRETE CURB AND GUTTER, SEE DETAIL ON SHEET TRANSITION CURB & GUTTER FROM FULL HEIGHT TO FLAT CURB MATCH EXISTING EDGE OF PAVEMENT/ CURB & GUTTER ACCESSIBLE PARKING ACCESSIBLE PEDESTRIAN CURB RAMP ACCESSIBLE PARKING SIGN AREA STRIPED WITH 4" SYSL @ 45° 2' O.C. COMMERCIAL DRIVEWAY, SEE CITY OF CHANHASSEN PLATE 5207 RAISED PATIO, SEE ARCHITECTURAL PLANS LANDSCAPE AREA, SEE LANDSCAPE PLANS B618 CONCRETE CURB AND GUTTER, SEE DETAIL ON SHEET TRANSITION CURB & GUTTER FROM B618 TO B612 STOP SIGN BOLLARD "NO PARKING - LOADING ZONE ONLY" SIGN FLAT CURB A B C D E F G H I J K L M N O P Q R S T U FUTURE CURB AND GUTTER - BY OTHERS UNDERGROUND BMP PROPOSED TREE TRENCH LIMITS OF DISTURBANCE 347 NO PARKING78TH STREET MARKET BOULEVARDLAREDODRIVENO PARKING9.3'16.0'18.0'NORTH Know what'sbelow. before you dig.Call R C401 TRUCK CIRCULATION Width Lock to Lock Time Track SU-40 Steering Angle 4.00 : : : 6.0 8.00 8.00 31.8: 25.00 feet 39.50 22.007.00 43.00 : 33.3Steering Angle 8.50 8.50 6.0 Aerial Fire Truck feet : : : Width Track Lock to Lock Time PRELIMINARY - NOT FOR CONSTRUCTIONMICHAEL C. BRANDT, P.E. 01/19/2024 462661DATE: SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA. MN LIC. NO. PRELIMINARY NOT FOR CONSTRUCTION LAND USE APPLICATION1/19/2024 ORIGINAL ISSUE: REVISIONS: No. Description Date MARKET BLVD & W 78TH ST NOT FORCONSTRUCTION 2024 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM © MARKET BLVD & W 78TH ST 348 C402 SITE DETAILS PRELIMINARY - NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTION LAND USE APPLICATION1/19/2024 ORIGINAL ISSUE: REVISIONS: No. Description Date MARKET BLVD & W 78TH ST NOT FORCONSTRUCTION 2024 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM MARKET BLVD & W 78TH ST PAVEMENT SECTIONS FOR REFERENCE ONLY, REFER TO GEOTECHNICAL REPORT OR CITY DETAILS FOR ALL PAVEMENT, SUBGRADE PREPARATION AND COMPACTION REQUIREMENTS. N.T.S. TYPICAL SIGN MOUNTING6 1'-0" 1'-6" 3'-6" 2'-0" MIN. 7'-0" MIN. ACCESSIBLE PARKING SYMBOL N.T.S. N.T.S. ADA PARKING STALL LAYOUT5 STANDARDSTALL ADA STALL ACCESSISLE ADA STALL STANDARDSTALL 6" TRANSITIONPAVEMENT TO FLUSH WITH SIDEWALK INTEGRALSIDEWALK CURBSEE DETAIL ACCESSIBLEPARKING SIGNWITH BOLLARD SEE DETAIL 2' STRIPING - 4" TRAFFIC WHITE INTEGRALSIDEWALK CURBSEE DETAIL INTEGRALSIDEWALK CURBSEE DETAIL (2% MAX.) PLAN VIEW OF ADA PARKING SECTION A-A SECTION B-B B B AA STANDARDSTALL STANDARDSTALL 1/2"6"12"60"-66"'18"ACCESSIBLE PARKING SIGNAGE N.T.S. WHITE SYMBOL ON BLUE BACKGOUND LEGEND & BORDER: WHITE BACKGROUND: BLUE NOTES: 1. ALL LETTERS ARE 1" AERIES "C" PER MUTCD. 2. SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) BLUE BACKGROUND WITH WHITE REFLECTORIZED LEGEND AND BORDER. 3. FINE NOTIFICATION SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) WITH WHITE LEGEND AND BORDER. 4. CONTRACTOR SHALL VERIFY FINE AMOUNT. 5. ONE(1) SIGN REQUIRED FOR EACH PARKING SPACE. 6. INSTALLED HEIGHT OF SIGN SHALL BE IN ACCORDANCE WITH SECTION 24-23 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND STATE OF MINNESOTA ACCESSIBILITY CODE. 7. ALL ACCESSIBLE FEATURES TO BE IN STRICT ACCORDANCE WITH A.D.A STANDARDS AND LOCAL LAWS. K-1479 12"x6" PLAQUE TYPICAL AT ALL VAN ACCESSIBLE PARKING SPACES PARKING VEHICLE ID REQUIRED UP TO $200 FINE FOR VIOLATION N.T.S. ACCESSIBLE PARKING SIGNAGE3N.T.S. STOP SIGN2 30"30"12" 3/8" 7"7' N.T.S. FLUSH CURB1 349 C403 SITE DETAILS PRELIMINARY - NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTION LAND USE APPLICATION1/19/2024 ORIGINAL ISSUE: REVISIONS: No. Description Date MARKET BLVD & W 78TH ST NOT FORCONSTRUCTION 2024 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM MARKET BLVD & W 78TH ST 350 C404 SITE DETAILS PRELIMINARY - NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTION LAND USE APPLICATION1/19/2024 ORIGINAL ISSUE: REVISIONS: No. Description Date MARKET BLVD & W 78TH ST NOT FORCONSTRUCTION 2024 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM MARKET BLVD & W 78TH ST 351 NO PARKING78TH STREETMARKET BOULEVARD LAREDO DRIVE NO PARKING CO DDCO COD97097596997197297397497697797597 4 9769769 7 6 977970966967968969971972973965970975962 963964 966967968969971972973 9749769 7 6 9779 7 7975974974974976977960965961962963964G:976.68G:976.62G:975.79G:975.39G:975.61G:973.70G:973.60G:973.76G:973.70G:974.00G:974.66G:974.88G:974.74G:974.90G:974.95G:975.20G:975.39G:975.51G:976.17G:976.51G:975.38G:974.79G:975.35G:975.14G:974.23G:974.10G:973.17G:972.90G:971.06G:970.87975.00FFE = 975.0975.00974.65965.41962.00962.59964.00971.05967.92972.80972.00973.12973.92976.00975.50970.73968.54967.47965.98965.98966.21966.07969.50TW:975.90TW:975.90TW:975.90TW:975.75TW:975.81BW:972.16BW:972.87BW:974.84BW:975.74BW:975.893.38%3.10%2.60%2.78%3.03%3.6 6 % 4.93 %5.21%5.21%1.83%5.84%3.81%7.54%3.11%5.12%3.22%2.08%2.84%0.76%1.50% 1.50% 1.73%1.86%2.62%2.70%3.56 %2.88%28.42%3.48%2.73%3.50%3.51%4.19%4.08%FFE = 976.0FFE = 976.0FFE = 976.0FFE = 975.5FFE = 975.5FFE = 969.5FFE = 969.518.71%4.74%13.19%3.04%13.80%2.85%3.92%974.49974.49974.49974.49974.76974.76974.76974.76G:975.07G:975.07G:975.11G:975.17G:975.39G:976.55G:976.14G:976.38G:977.46G:976.13G:975.69G:975.56G:975.13G:975.17G:976.54G:977.30G:977.22G:973.38G:974.31G:974.53G:974.00G:973.24G:973.00G:974.18G:968.97G:968.34G:969.68971.85973.23973.27971.89974.00973.96975.50975.42976.92977.00976.83976.90977.00977.00976.81975.86976.00976.00975.98976.00975.98976.00976.00972.05975.50969.00968.77ME:964.27ME:963.73962.00G:974.14FFE = 976.0FFE = 977.0FFE = 977.0FFE = 963.4FFE = 974.0FFE = 971.9FFE = 966.4FFE = 967.0971.66971.84972.05972.34971.51968.68965.75965.01965.21965.90968.24968.05967.25967.06969.92970.05970.52970.40ME:965.34ME:965.26965.54965.86966.39G:970.32G:970.67G:970.84G:970.20G:970.80G:974.84G:975.01G:976.65G:976.90G:975.39G:975.50G:974.05G:974.67G:974.76G:973.71G:973.60G:973.22G:972.58G:972.52G:972.47G:965.30G:963.94G:962.97G:962.31G:961.88G:961.70G:960.54G:960.64G:960.86G:960.86G:960.60G:960.56G:960.38G:960.42G:960.66G:960.12G:959.66G:959.91G:958.66G:958.42G:958.37G:958.11G:957.97G:958.21G:960.12G:959.75G:958.52G:958.68975.00975.00975.00962.00962.00961.91961.84961.77962.00961.58961.09961.58961.58961.35961.35960.87960.87960.87960.87962.00960.57959.99959.59962.00962.00FFE = 975.0FFE = 961.0FFE = 962.0FFE = 962.0FFE = 962.0FFE = 962.0G:960.86G:962.00G:962.00974.64974.55974.66974.87975.00975.00975.00974.86973.01971.89964.47ME:964.35ME:964.51ME:964.32GRADING PLAN NOTES1. PERFORM GRADING WORK IN ACCORDANCE WITH APPLICABLE CITY SPECIFICATIONSAND BUILDING PERMIT REQUIREMENTS.2. CONTACT STATE 811 CALL-BEFORE-YOU-DIG LOCATING SERVICE AT LEAST TWOWORKING DAYS PRIOR TO EXCAVATION FOR UNDERGROUND UTILITY LOCATIONS.3. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL.4. FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES ANDTOPOGRAPHIC FEATURES PRIOR TO THE START OF LAND DISTURBING ACTIVITIES.NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS IMPACTINGTHE PROPOSED DESIGN OF THE PROJECT.5. IN PAVED AREAS, ROUGH GRADE TO SUBGRADE ELEVATION AND LEAVE THE SITE READYFOR SUB-BASE.6. SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION TOHELP OFFSET ANY STABILITY PROBLEMS DUE TO WATER SEEPAGE OR STEEP SLOPES.WHEN PLACING NEW SURFACE MATERIAL ADJACENT TO EXISTING PAVEMENT, THEEXCAVATION SHALL BE BACKFILLED PROMPTLY TO AVOID UNDERMINING OF EXISTINGPAVEMENT.7. ELEVATIONS SHOWN REPRESENT FINISHED SURFACE GRADES. SPOT ELEVATIONSALONG CURB & GUTTER REPRESENT THE FLOW LINE UNLESS OTHERWISE NOTED8. EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ABANDONED UTILITYITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OF THECONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE.9. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OF PAVEMENTS AND CURB ANDGUTTER WITH SMOOTH UNIFORM SLOPES THAT PROVIDE POSITIVE DRAINAGE TOCOLLECTION POINTS. MAINTAIN A MINIMUM SLOPE OF 1.25% IN ASPHALT PAVEMENTAREAS AND A MINIMUM SLOPE OF 0.50% IN CONCRETE PAVEMENT AREAS.10. MAINTAIN A MINIMUM SLOPE OF 0.50% ALONG CURB & GUTTER. REVIEW PAVEMENTGRADIENT AND CONSTRUCT "INFALL" CURB WHERE PAVEMENT DRAINS TOWARD THEGUTTER, AND "OUTFALL" CURB WHERE PAVEMENT DRAINS AWAY FROM THE GUTTER.11. INSTALL A MINIMUM OF 4-INCHES OF AGGREGATE BASE MATERIAL UNDER PROPOSEDCONCRETE CURB & GUTTER, SIDEWALKS, AND TRAILS UNLESS OTHERWISE DETAILED.12. GRADING FOR SIDEWALKS AND ACCESSIBLE ROUTES, INCLUDING CROSSINGDRIVEWAYS, SHALL CONFORM TO CURRENT STATE & NATIONAL ADA STANDARDS:ACCESSIBLE RAMP SLOPES SHALL NOT EXCEED 8.3% (1:12).SIDEWALK CROSS-SLOPES SHALL NOT EXCEED 2.0%.LONGITUDINAL SIDEWALK SLOPES SHALL NOT EXCEED 5.0%.ACCESSIBLE PARKING STALLS AND ACCESS AISLES SHALL NOT EXCEED 2.0% IN ANYDIRECTION. A MAXIMUM SLOPE OF 1.50% IS PREFERRED.SIDEWALK ACCESS TO EXTERNAL BUILDING DOORS AND GATES SHALL BE ADACOMPLIANT. NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANYLOCATION PRIOR TO PAVEMENT INSTALLATION. CHANGE ORDERS WILL NOT BEACCEPTED FOR ADA COMPLIANCE ISSUES.13. UPON COMPLETION OF LAND DISTURBING ACTIVITIES, RESTORE ADJACENT OFFSITEAREAS DISTURBED BY CONSTRUCTION TO MATCH OR EXCEED THE ORIGINALCONDITION. LANDSCAPE AREAS SHALL BE RE-VEGETATED WITH A MINIMUM OF 4-INCHESOF TOPSOIL.14. EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ALIGNMENTS.REFER TO THE UTILITY PLANS FOR LAYOUT AND ELEVATIONS FOR PROPOSED SANITARYSEWER, WATER MAIN, AND OTHER BUILDING UTILITY SERVICE CONNECTIONS.PROPOSED STORM SEWERPROPERTY LINEEXISTING CONTOURPROPOSED CONTOUR925PROPOSED SPOT ELEVATION100.00LEGENDPROPOSED HIGH POINT ELEVATION HP:0.0PROPOSED LOW POINT ELEVATION PROPOSED GUTTER ELEVATION PROPOSED TOP OF CURB ELEVATION PROPOSED FLUSH PAVEMENT ELEVATION LP:0.0G:0.00T:0.00PROPOSED EMERGENCY OVERFLOW ELEVATIONT/G:0.0EOF:0.00.0%PROPOSED DRAINAGE DIRECTION ME:0.0MATCH EXISTING ELEVATION PROPOSED STORM MANHOLE (SOLID CASTING)PROPOSED STORM MANHOLE (ROUND INLET CASTING)PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING)PROPOSED STORM SEWER CLENOUTPROPOSED RIPRAPPROPOSED FLARED END SECTIONCODPROPOSED RIDGE LINEPROPOSED SWALEPROPOSED TOP/BOTTOM OF WALL ELEVATION TW:0.0BW:0.0RETAINING WALL NOTES1. RETAINING WALLS SHALL BE DESIGNED BY OTHERS.2. PLANS SHOW THE HORIZONTAL LOCATION OF THE TOP OF THE WALL AND PROVIDESFINISHED SURFACE ELEVATIONS AT THE TOP AND BOTTOM FACE OF THE WALL ONLY.3. RETAINING WALL DESIGN PLANS SHALL BE CERTIFIED BY A LICENSED PROFESSIONALENGINEER AND SUBMITTED TO THE REVIEWING AUTHORITY AND KIMLEY-HORN ENGINEEROF RECORD FOR APPROVAL.4. RETAINING WALL DESIGNER MUST ACCOUNT FOR DRAINAGE AROUND THE WALL ASSHOWN ON THE GRADING PLAN. SURFACE RUNOFF SHALL NOT BE ALLOWED TO DRAINOVER THE TOP OF THE WALL.5. RETAINING WALL MATERIAL AND COLOR SHALL BE SELECTED BY THE OWNER.6. RETAINING WALL DESIGNER IS RESPONSIBLE FOR OBTAINING GEOTECHNICALINFORMATION AS NEEDED FOR DESIGN OF THE PROPOSED WALL.NORTHC500GRADING ANDDRAINAGE PLANPRELIMINARY - NOT FOR CONSTRUCTION MICHAEL C. BRANDT, P.E.01/19/2024462661DATE:SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.PRELIMINARYNOT FOR CONSTRUCTIONLAND USE APPLICATION1/19/2024ORIGINAL ISSUE:REVISIONS:No. Description DateMARKET BLVD& W 78TH STNOT FORCONSTRUCTION 2024 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COM©MARKET BLVD& W 78TH ST352 7 8 T H S T R E E T W E S T M A R K E T B O U L E V A R DITEM 16 &2MMIT M E 1 T 1 2  6 7 5 0 1 7 8 T H S T R E E T W E S T B O U L E V A R DITEM 16 &2MMITME1T 12 67501 ITEM 16 &2MMITME1T 12 67501 ITEM 16 &2MMITME1T 12 67501 M A R K E TITEM 20 &2MMITME1T 12 67501 ITEM 20 &2MMITME1T 12 67501 ITEM 20 &2MMIT M E 1 T 1 2  6 7 5 0 1 ITEM 17 &2MMITME1T 12 67501 ITEM 17 &2MMITME1T 12 67501 ITEM 11 &2MMITME1T 12 67501 ITEM 7 &2MMITME1T 12 67573 ITEM 7 &2MMITME1T 12 67573 ITEM 7 &2MMITME1T 12 67573 ITEM 20 &2MMITME1T 12 67573 ITEM 20 &2MMITME1T 12 67573 ITEM 19 &2MMITME1T 12 67573 ITEM 18 &2MMITME1T 12 67573 ITEM 13 &2MMITME1T 12 67573 ITEM 13 &2MMITME1T 12 67573 ITEM 13 &2MMITME1T 12 67573 ITEM 10 &2MMITME1T 12 67573 ITEM 17 &2MMITME1T 12 67573 ITEM 14 &2MMITME1T 12 67501 ITEM 13 &2MMITME1T 12 67501 ITEM 13 &2MMITME1T 12 67501 ITEM 8 &2MMITME1T 12 6 7 5 0 1 ITEM 16 &2MMIT M E 1 T 1 2  6 7 5 7 3 ITEM 15 &2MMITME1T 12 67573 NO PARKING78TH STREET MARKET BOULEVARDLAREDODRIVENO PARKINGBMP#1: PROPOSED STORMTRAP DOUBLE TRAP UNDERGROUND DETENTION SYSTEM. TOP OF STRUCTURE: 972.00 BOTTOM IE: 957.00 NORMAL WATER LEVEL: 961.00 100-YR HIGH WATER LEVEL: 965.30 DEPTH OF TANK: 15' BMP #2: PROPOSED STORMTRAP DOUBLE TRAP UNDERGROUND DETENTION SYSTEM. TOP OF STRUCTURE: 969.00' BOTTOM IE: 959.00' NORMAL WATER LEVEL: 963.00' 100-YR HIGH WATER LEVEL: 965.30' DEPTH OF TANK: 10' PROPOSED PUMP CONTROL PANEL 0+00 0+80 23 LF - 18" PVC @ 2.00% 68 LF - 24" RCP @ 2.13% 61 LF - 18" PVC @ 2.00% 36 LF - 15" RCP @ 0.50% 86 LF - 15" RCP @ 0.50% 36 LF - 15" RCP @ 0.50% 60 LF - 15" RCP @ 0.50%5 LF - 12" HDPE @ 2.00% 6 LF - 8" PVC @ 1.27% 22 LF - 24" HDPE @ 0.48% 3 - 9 LF - 8" PVC @ 0.00% 18 LF - 15" RCP @ 11.03% 5 LF - 12" HDPE @ 0.50% ST-203 ROOF DRAIN CONNECTION. CONTRACTOR SHALL COORDINATE WITH MEP, AND NOTIFY ENGINEER OF ANY DISCREPANCIES. RE:976.36 IE:972.27 N IE:963.65 S ST-402 CBMH W/ 4' SUMP RE:975.22 IE:968.80 W IE:968.80 S ST-403 RE:975.19 IE:968.98 E ST-201 RE:974.59 IE:962.44 S IE:962.44 N IE:962.44 E ST-200 RE:974.63 IE:961.00 W ST-401 RE:971.81 IE:968.37 N IE:968.37 S IE:968.37 W ST-104 RE:974.10 IE:961.00 E ST-100 REPLACE EXISTING STORM SEWER STRUCTURE. CONTRACTOR SHALL VERIFY ELEVATIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES RE:972.84 IE: 968.1 S IE:969.60 W IE:969.87 NW ST-202 ROOF DRAIN CONNECTION. CONTRACTOR SHALL COORDINATE WITH MEP, AND NOTIFY ENGINEER OF ANY DISCREPANCIES. RE:974.29 IE:962.91 N ST-601 RE:969.60 IE:963.00 S ST-600 PROPOSED STORM SEWER STUB FOR FUTURE CONNECTION. RE:969.36 IE:962.90 N ST-501 CBMH W/ 4' SUMP RE:970.61 IE:968.67 W IE:968.67 N ST-502 RE:971.79 IE:968.85 E ST-101 STMH 72" RE:974.12 3 - IE:971.00 W IE:970.00 E ST-103 10' x 12' LIFT STATION BOTTOM IE: RE:973.95 IE:960.90 W STUB ST-301 RE:974.20 IE:963.00 E ST-300 RE:974.45 IE:961.00 W ST-400 RE:971.94 IE:968.35 E ST-700 RE:974.64 IE:961.00 S 11 LF - 18" PVC @ 2.00% ST-701 ROOF DRAIN CONNECTION. CONTRACTOR SHALL COORDINATE WITH MEP, AND NOTIFY ENGINEER OF ANY DISCREPANCIES. RE:974.80 IE:961.22 N106.0'22.0'115.1'106.0' STORM CROSSING ST-402 TO ST-401 966.53 ST-201 TO ST-200 963.35 CLEARANCE IS 3.18' STORM CROSSING ST-402 TO ST-401 966.12 ST-301 TO ST-300 962.99 CLEARANCE IS 3.13' 10' SETBACK FROM WATER MAINCO 55.7'46.2' D RELOCATED CATCH BASIN CONTRACTOR TO FIELD VERIFY LOCATION, SIZE, AND PIPE MATERIAL IE:972.29 CBMH ST-801 RE:973.08 27 LF - 15" RCP @ 0.50% CB ST-800 RE:974.57 84 LF - 6" SLOT DRAIN @ 0.50% 75 LF - 6" SLOT DRAIN @ 0.50%34 LF - 12" PVC @ 0.50%39 LF - 12" PVC @ 0.50% CB ST-1001.A RE:965.00 IE:959.09 N IE:959.09 SW 94 LF - 15" RCP @ 0.45% 57 LF - 15" RCP @ 0.50% ST-902 REPLACE EXISTING STORM SEWER STRUCTURE. CONTRACTOR SHALL VERIFY ELEVATIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES RE:961.98 IE:958.79 N IE:958.79 S20 LF - 15" RCP @ 1.21% ST-901 BMP#5 - ADS BAY FILTER RE:961.14 IE:958.55 N IE:958.55 S NYLOPLAST ST-905.B RE:958.83 IE:955.71 E (4' SUMP) 54 LF - 12" HDPE @ 0.50% 10 LF - 12" HDPE @ 0.50% 23 LF - 12" HDPE @ 0.50% CB ST-906 RE:958.90 IE:955.60 E IE:955.60 W CB ST-907 RE:958.68 IE:955.67 E IE:955.67 W 13 LF - 12" HDPE @ 0.50% 22 LF - 12" HDPE @ 0.50% CB ST-908 RE:958.45 IE:955.78 W 46 LF - 12" HDPE @ 0.50% OLDST-902 CONNECT TO EXISTING STORM SEWER. CONTRACTOR SHALL VERIFY ELEVATIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES RE:958.57 IE:953.71 W CB ST-1001.B RE:969.00 IE:959.51 S BMP#6 ADS BAY FILTER VAULT ST-1000 CONNECT TO EXISTING STORM SEWER STRUCTURE. CONTRACTOR SHALL VERIFY ELEVATIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES RE:963.65 IE:958.80 NE ST-904 RE:959.30 IE:955.44 S IE:955.44 W ST-903 RE:959.67 IE:953.94 E BMP#3 TREE TRENCH BMP#4 TREE TRENCH NYLOPLAST ST-905 RE:958.41 IE:955.49 E IE:955.49 N (4' SUMP) ST-900 CONNECT TO EXISTING STORM SEWER PIPE. CONTRACTOR TO VERIFY ELEVATIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES. RE:960.63 IE:955.72 N 150 LF - 15" RCP @ 1.21% ST-EX CONNECT TO EXISTING STORM STRUCTURE. RE:967.70 IE:960.60 S PROPOSED STORM MANHOLE (SOLID CASTING) PROPOSED STORM MANHOLE (ROUND INLET CASTING) PROPOSED STORM SEWER PROPERTY LINE LEGEND PROPOSED SANITARY SEWER PROPOSED WATERMAIN CO PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING) PROPOSED STORM SEWER CLENOUT PROPOSED RIPRAP PROPOSED FLARED END SECTION D STORM SEWER NOTES 1. INSTALL STORM SEWER IN ACCORDANCE WITH APPLICABLE CITY OR STATE SPECIFICATIONS, STATE PLUMBING CODE, AND BUILDING PERMIT REQUIREMENTS. 2. CONTACT STATE 811 CALL-BEFORE-YOU-DIG LOCATING SERVICE AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION FOR UNDERGROUND UTILITY LOCATIONS. 3. STORM SEWER PIPE SHALL BE: RCP: ASTM C-76 HDPE: ASTM F-714, F-894 PVC: ASTM D-2729 PVC SCH40: ASTM D-1785, D-2665, F-794 DRAIN TILE SHALL BE: PE: ASTM F-6667 PVC: ASTM D-2729 FITTINGS SHALL BE: RCP: ASTM C-76, JOINTS PER ASTM C-361, C-990, AND C-443 HDPE: ASTM D-3212 PVC: ASTM D-2729, JOINTS PER ASTM D-3212 PVC SCH40: ASTM D-2665, F-794, F-1866 4. CONTRACTOR IS RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. 5. FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE START OF LAND DISTURBING ACTIVITIES. NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS IMPACTING THE PROPOSED DESIGN OF THE PROJECT. 6. EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ALIGNMENTS. REFER TO THE UTILITY PLANS FOR LAYOUT AND ELEVATIONS FOR PROPOSED SANITARY SEWER, WATER MAIN, AND OTHER BUILDING UTILITY SERVICE CONNECTIONS. REFER TO THE GRADING PLAN FOR DETAILED SURFACE ELEVATIONS. 7. EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ABANDONED UTILITY ITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE. 8. COORDINATE WITH THE PLUMBING PLANS FOR THE LOCATION, SIZE AND ELEVATION OF THE PROPOSED UNDERGROUND ROOF DRAIN CONNECTIONS. 9. WHERE STORM SEWER ROOF DRAINS HAVE LESS THAN 4-FEET OF COVER IN PAVED AREAS OR 3-FEET OF COVER IN LANDSCAPE AREAS, PROVIDE 3-INCH THICK INSULATION A MINIMUM OF 5-FEET IN WIDTH, CENTERED ON THE PIPE. 10. ALL STORM SEWER PIPE JOINTS SHALL BE WATER-TIGHT CONNECTIONS. 11. ALL STORM SEWER PIPE CONNECTIONS TO MANHOLES SHALL BE GASKETED AND WATER TIGHT. BOOTED COUPLERS AT THE STRUCTURE OR A WATER STOP WITH NON-SHRINK GROUT MAY BE USED IN ACCORDANCE WITH LOCAL CODES. 12. CONTRACTOR SHALL AIR TEST ALL STORM SEWER PIPE IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS. C501 STORM SEWER PLANNORTH PRELIMINARY - NOT FOR CONSTRUCTIONMICHAEL C. BRANDT, P.E. 01/19/2024 462661DATE: SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA. MN LIC. NO. PRELIMINARY NOT FOR CONSTRUCTION LAND USE APPLICATION1/19/2024 ORIGINAL ISSUE: REVISIONS: No. Description Date MARKET BLVD & W 78TH ST NOT FORCONSTRUCTION 2024 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM MARKET BLVD & W 78TH ST 353 NO PARKING78TH STREET MARKET BOULEVARDLAREDODRIVENO PARKINGCO CO 8" INCH DIP CONNECT INTO EXISTING 8" DIP WITH 8"X8" WET TAP WITH 8" GATE VALVE SSWR-201 RE:976.84 COORDINATE WITH MEP IE:964.73 E SSWR-100 RE:961.14 COORDINATE WITH MEP IE:947.66 S EXISTING SSMH RE:960.80 IE:947.60 N 30 LF - 8" PVC @ 0.50% 12 LF - 8" PVC @ 0.50% 45° BEND 8"x8" TEE 8" SERVICE - CONNECT INTO EXISTING 8" VALVE. COORDINATE WITH EXISTING OWNER PROPOSED HYDRANT AND 6" GATE VALVE 45° BEND EXISTING WATERMAIN CONNECT INTO EXISTING 10" DIP WITH 10" GATE VALVE 8" GATE VALVE 8"x6" TEE 8" DIP 8" GATE VALVE PROPOSED HYDRANT AND 6" GATE VALVE 10"x6" TEE 8" DIP CONNECT INTO EXISTING 8" DIP WITH 8" GATE VALVE CONNECT INTO CONNECT INTO 10" GATE VALVE EXISTING HYDRANT TO REMAIN - SALVAGE AND REINSTALL 6" GATE VALVE CONNECT INTO EXISTING 10" DIP WITH 10" GATE VALVE 150' HYDRANT COVERAGE (TYP) PROPOSED UNDERGROUND DETENTION, SEE STORM SEWER PLANS FOR DETAILS PROPOSED UNDERGROUND DETENTION, SEE STORM SEWER PLANS FOR DETAILS 11.25° BEND 11.25° BEND 10"x6" TEE 10" GATE VALVE PROPOSED HYDRANT AND 6" GATE VALVE 18" DIP 18"x6" TEE AND GATE VALVE18"x6" TEE AND GATE VALVE CONTRACTOR TO FIELD VERIFY LOCATION, SIZE AND PIPE MATERIAL 10"x8" REDUCER AND 8" VALVE 10x10 TEE CONNECT TO EXISTING MAIN 18"x10" REDUCER AND 10" VALVE 10"x10" TEE 10" VALVE CONNECT TO EXISTING MAIN 18"x10" REDUCER AND 10" VALVE 18" VALVE 10" DIP 10"x10" TEE 10x6 TEE10" VALVE 10" DIP 8"x8" TEE AND 8" VALVE FOR DOMESTIC AND FIRE SERVICE 10" GATE VALVE 45° BEND 45° BEND 45° BEND 45° BEND 18" VALVE AND TEE 45° BEND 45° BEND 10" VALVE FOR DOMESTIC AND FIRE SERVICE - COORDINATE WITH MEP EXISTING HYDRANT TO REMAIN 10" DIP CONNECT INTO EXISTING SSWR CONTRACTOR TO FIELD VERIFY LOCATION AND INVERT RE:968.17 IE:964.58 W CONTRACTOR TO FIELD VERIFY LOCATION, SIZE AND PIPE MATERIAL PRELIMINARY - NOT FOR CONSTRUCTIONMICHAEL C. BRANDT, P.E. 01/19/2024 462661DATE: SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA. MN LIC. NO. PRELIMINARY NOT FOR CONSTRUCTION LAND USE APPLICATION1/19/2024 ORIGINAL ISSUE: REVISIONS: No. Description Date MARKET BLVD & W 78TH ST NOT FORCONSTRUCTION 2024 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM MARKET BLVD & W 78TH ST SANITARY SEWER MANHOLE SANITARY SEWER WATERMAIN GATE VALVE HYDRANT TEE REDUCER UNDERGROUND ELECTRIC TELEPHONE GAS MAIN STORM SEWER LEGEND CO SANITARY CLEANOUTCO EXISTING PROPOSED UTILITY PLAN NOTES 1. INSTALL UTILITIES IN ACCORDANCE WITH APPLICABLE CITY SPECIFICATIONS, STATE PLUMBING CODE, AND BUILDING PERMIT REQUIREMENTS. 2. CONTACT STATE 811 CALL-BEFORE-YOU-DIG LOCATING SERVICE AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION FOR UNDERGROUND UTILITY LOCATIONS. 3. CONTRACTOR IS RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. 4. SANITARY SEWER PIPE SHALL BE: PVC: ASTM D-2729, D-3034 PVC SCH 40: ASTM D-1785, F-714, F-894 SANITARY SEWER FITTINGS SHALL BE: PVC: ASTM D-2729, D-3034 PVC SCH40: ASTM D-2665, F-2794, F-1866 5. WATER MAIN PIPE SHALL BE: PVC: ASTM D-1785, D-2241, AWWA C-900 DUCTILE IRON: AWWA C115 WATER MAIN FITTINGS SHALL BE: PVC: ASTM D-2464, D-2466, D-2467, F-1970, AWWA C-907 DUCTILE IRON: AWWA C-153, C-110, ASME 316.4 5. STORM SEWER PIPE SHALL BE: RCP: ASTM C-76 HDPE: ASTM F-714, F-894 PVC: ASTM D-2729 PVC SCH40: ASTM D-1785, D-2665, F-794 DRAIN TILE SHALL BE: PE: ASTM F-6667 PVC: ASTM D-2729 STORM SEWER FITTINGS SHALL BE: RCP: ASTM C-76, JOINTS PER ASTM C-361, C-990, AND C-443 HDPE: ASTM D-3212 PVC: ASTM D-2729, JOINTS PER ASTM D-3212 PVC SCH40: ASTM D-2665, F-794, F-1866 6. WHEN CONNECTING TO AN EXISTING UTILITY LINE, FIELD VERIFY THE LOCATION, DEPTH, AND SIZE OF THE EXISTING PIPE(S) PRIOR TO INSTALLATION OF THE NEW LINES. NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS IMPACTING THE PROPOSED DESIGN OF THE PROJECT. 7. PLACE AND COMPACT ALL FILL MATERIAL PRIOR TO INSTALLATION OF PROPOSED UNDERGROUND UTILITIES. MINIMUM TRENCH WIDTH SHALL BE 2 FEET. 8. MAINTAIN A MINIMUM OF 7'-6" COVER ON ALL WATER LINES. 9. FOR WATER LINES AND STUB-OUTS UTILIZE MECHANICAL JOINTS WITH RESTRAINTS SUCH AS THRUST BLOCKING, WITH STAINLESS STEEL OR COBALT BLUE BOLTS, OR AS INDICATED IN THE CITY SPECIFICATIONS AND PROJECT DOCUMENTS. 10. MAINTAIN 18-INCH MINIMUM VERTICAL SEPARATION WHERE SEWER PIPE CROSSES WATER LINES (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE OR STRUCTURE). PROVIDE 10-FOOT HORIZONTAL SEPARATION BETWEEN SEWER PIPE AND WATER LINES. 11. IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATER LINES, SANITARY LINES, STORM LINES AND GAS LINES (OR ANY OBSTRUCTION EXISTING AND PROPOSED), THE SANITARY PIPE MATERIAL SHALL BE PVC SCHEDULE 40 OR PVC C900 AND HAVE MECHANICAL JOINTS AT LEAST 10 FEET ON EITHER SIDE OF THE CENTER LINE OF THE CROSSING. THE WATER LINE SHALL HAVE MECHANICAL JOINTS WITH APPROPRIATE FASTENERS AS REQUIRED TO PROVIDE A MINIMUM OF 18-INCH VERTICAL SEPARATION MEETING REQUIREMENTS OF ANSI A21.10 OR ANSI 21.11 (AWWA C-151) (CLASS 50). 12. ALL PVC & HDPE SEWER AND WATER PIPE SHALL HAVE A TRACER WIRE INSTALLED IN THE TRENCH AND TERMINATED PER THE DETAILS. 13. UNDERGROUND UTILITY LINES SHALL BE INSTALLED, INSPECTED AND APPROVED PRIOR TO PLACING BACKFILL. 14. IN PAVEMENT AREAS, RAISE MANHOLE CASTINGS TO BE FLUSH WITH PROPOSED FINISHED SURFACE GRADE. IN GREEN AREAS, RAISE MANHOLE CASTINGS TO BE ONE FOOT ABOVE FINISHED GROUND ELEVATION & INSTALL A WATERTIGHT LID. 15. REFER TO PLUMBING PLANS FOR LOCATION, SIZE AND ELEVATION OF UTILITY SERVICE CONNECTIONS AND ROOF DRAINS TO THE INTERIOR BUILDING SYSTEMS. BACKFLOW DEVICES (DDCV AND PRZ ASSEMBLIES) & METERS ARE LOCATED INSIDE THE BUILDING. 16. CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 17. CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES. COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 18. REFER TO THE SITE ELECTRICAL PLANS FOR SPECIFICATIONS OF THE PROPOSED SITE LIGHTING AND ELECTRICAL EQUIPMENT. 19. EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ALIGNMENTS. REFER TO THE UTILITY PLANS FOR LAYOUT AND ELEVATIONS FOR PROPOSED SANITARY SEWER, WATER MAIN, AND OTHER BUILDING UTILITY SERVICE CONNECTIONS. REFER TO THE GRADING PLAN FOR DETAILED SURFACE ELEVATIONS. 20. EXCESS MATERIAL, ABANDONED UTILITY ITEMS, AND OTHER UNUSABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE. 21. COORDINATE WITH THE PLUMBING PLANS FOR THE LOCATION, SIZE AND ELEVATION OF THE PROPOSED UNDERGROUND ROOF DRAIN CONNECTIONS. 22. WHERE STORM SEWER ROOF DRAINS HAVE LESS THAN 4-FEET OF COVER IN PAVED AREAS OR 3-FEET OF COVER IN LANDSCAPE AREAS, PROVIDE 3-INCH THICK INSULATION A MINIMUM OF 5-FEET IN WIDTH, CENTERED ON THE PIPE. 23. ALL STORM SEWER PIPE JOINTS SHALL BE WATER-TIGHT CONNECTIONS. 24. ALL STORM SEWER PIPE CONNECTIONS TO MANHOLES SHALL BE GASKETED AND WATER TIGHT. BOOTED COUPLERS AT THE STRUCTURE OR A WATER STOP WITH NON-SHRINK GROUT MAY BE USED IN ACCORDANCE WITH LOCAL CODES. 25. CONTRACTOR SHALL AIR TEST ALL STORM SEWER PIPE IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS. C600 UTILITY PLANNORTH 354 C601 UTILITY DETAILS PRELIMINARY - NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTION LAND USE APPLICATION1/19/2024 ORIGINAL ISSUE: REVISIONS: No. Description Date MARKET BLVD & W 78TH ST NOT FORCONSTRUCTION 2024 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM MARKET BLVD & W 78TH ST 355 C602 UTILITY DETAILS PRELIMINARY - NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTION LAND USE APPLICATION1/19/2024 ORIGINAL ISSUE: REVISIONS: No. Description Date MARKET BLVD & W 78TH ST NOT FORCONSTRUCTION 2024 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM MARKET BLVD & W 78TH ST 356 C603 UTILITY DETAILS PRELIMINARY - NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTION LAND USE APPLICATION1/19/2024 ORIGINAL ISSUE: REVISIONS: No. Description Date MARKET BLVD & W 78TH ST NOT FORCONSTRUCTION 2024 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM MARKET BLVD & W 78TH ST 357 PRELIMINARY - NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTION LAND USE APPLICATION1/19/2024 ORIGINAL ISSUE: REVISIONS: No. Description Date MARKET BLVD & W 78TH ST NOT FORCONSTRUCTION 2024 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM MARKET BLVD & W 78TH ST C604 UTILITY DETAILS 358 LIFT STATION DETAIL PROFILE 952 960 970 980 952 960 970 980 22 LF - 24" HDPE @ 0.48% 3 - 9 LF - 8" PVC @ 0.00% 6 LF - 8" PVC @ 1.27%ST-101STMH 72" 2'RE:974.12IE:971.00 WIE:970.00 EBMP#1: PROPOSED STORMTRAP DOUBLE TRAP UNDERGROUND DETENTION SYSTEM TOP OF STRUCTURE: 972.00 BOTTOM IE: 957.00 NORMAL WATER LEVEL: 961.00 100-YR HIGH WATER LEVEL: 965.30 PROPOSED 10' X 12' STORM WATER LIFT STATION H-20 TRAFFIC LOADED ACCESS HATCH STORM WATER LIFT PUMPS QTY #3 REQUIRED FLOW RATE (EACH): 230 GPM REQUIRED HEAD: 25 FT 8 LF - 8" PVC @ 1.27%8" PVC 18 LF - 8" PVC @ 1.27% 8" PVC8" PVC CBMH ST-100RE:972.84IE:969.60 WIE:969.87 NWD PROPOSED STORM MANHOLE (SOLID CASTING) PROPOSED STORM MANHOLE (ROUND INLET CASTING) PROPOSED STORM SEWER PROPERTY LINE LEGEND PROPOSED SANITARY SEWER PROPOSED WATERMAIN CO PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING) PROPOSED STORM SEWER CLENOUT PROPOSED RIPRAP PROPOSED FLARED END SECTION STORM SEWER NOTES 1. INSTALL STORM SEWER IN ACCORDANCE WITH APPLICABLE CITY OR STATE SPECIFICATIONS, STATE PLUMBING CODE, AND BUILDING PERMIT REQUIREMENTS. 2. CONTACT STATE 811 CALL-BEFORE-YOU-DIG LOCATING SERVICE AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION FOR UNDERGROUND UTILITY LOCATIONS. 3. STORM SEWER PIPE SHALL BE: RCP: ASTM C-76 HDPE: ASTM F-714, F-894 PVC: ASTM D-2729 PVC SCH40: ASTM D-1785, D-2665, F-794 DRAIN TILE SHALL BE: PE: ASTM F-6667 PVC: ASTM D-2729 FITTINGS SHALL BE: RCP: ASTM C-76, JOINTS PER ASTM C-361, C-990, AND C-443 HDPE: ASTM D-3212 PVC: ASTM D-2729, JOINTS PER ASTM D-3212 PVC SCH40: ASTM D-2665, F-794, F-1866 4. CONTRACTOR IS RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. 5. FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE START OF LAND DISTURBING ACTIVITIES. NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS IMPACTING THE PROPOSED DESIGN OF THE PROJECT. 6. EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ALIGNMENTS. REFER TO THE UTILITY PLANS FOR LAYOUT AND ELEVATIONS FOR PROPOSED SANITARY SEWER, WATER MAIN, AND OTHER BUILDING UTILITY SERVICE CONNECTIONS. REFER TO THE GRADING PLAN FOR DETAILED SURFACE ELEVATIONS. 7. EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ABANDONED UTILITY ITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE. 8. COORDINATE WITH THE PLUMBING PLANS FOR THE LOCATION, SIZE AND ELEVATION OF THE PROPOSED UNDERGROUND ROOF DRAIN CONNECTIONS. 9. WHERE STORM SEWER ROOF DRAINS HAVE LESS THAN 4-FEET OF COVER IN PAVED AREAS OR 3-FEET OF COVER IN LANDSCAPE AREAS, PROVIDE 3-INCH THICK INSULATION A MINIMUM OF 5-FEET IN WIDTH, CENTERED ON THE PIPE. 10. ALL STORM SEWER PIPE JOINTS SHALL BE WATER-TIGHT CONNECTIONS. 11. ALL STORM SEWER PIPE CONNECTIONS TO MANHOLES SHALL BE GASKETED AND WATER TIGHT. BOOTED COUPLERS AT THE STRUCTURE OR A WATER STOP WITH NON-SHRINK GROUT MAY BE USED IN ACCORDANCE WITH LOCAL CODES. 12. CONTRACTOR SHALL AIR TEST ALL STORM SEWER PIPE IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS. C605 UTILITY DETAILS PRELIMINARY - NOT FOR CONSTRUCTIONMICHAEL C. BRANDT, P.E. 01/19/2024 462661DATE: SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA. MN LIC. NO. PRELIMINARY NOT FOR CONSTRUCTION LAND USE APPLICATION1/19/2024 ORIGINAL ISSUE: REVISIONS: No. Description Date MARKET BLVD & W 78TH ST NOT FORCONSTRUCTION 2024 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM MARKET BLVD & W 78TH ST 359 PRELIMINARY - NOT FOR CONSTRUCTION01/19/2024DATE: SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONAL MN LIC. NO. PRELIMINARY NOT FOR CONSTRUCTION LAND USE APPLICATION1/19/2024 ORIGINAL ISSUE: REVISIONS: No. Description Date MARKET BLVD & W 78TH ST NOT FORCONSTRUCTION 2024 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM MARKET BLVD & W 78TH ST C606 UTILITY DETAILS 360 PRELIMINARY - NOT FOR CONSTRUCTION01/19/2024DATE: SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONAL MN LIC. NO. PRELIMINARY NOT FOR CONSTRUCTION LAND USE APPLICATION1/19/2024 ORIGINAL ISSUE: REVISIONS: No. Description Date MARKET BLVD & W 78TH ST NOT FORCONSTRUCTION 2024 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM MARKET BLVD & W 78TH ST C607 UTILITY DETAILS 361 PRELIMINARY - NOT FOR CONSTRUCTION01/19/2024DATE: SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONAL MN LIC. NO. PRELIMINARY NOT FOR CONSTRUCTION LAND USE APPLICATION1/19/2024 ORIGINAL ISSUE: REVISIONS: No. Description Date MARKET BLVD & W 78TH ST NOT FORCONSTRUCTION 2024 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM MARKET BLVD & W 78TH ST C608 UTILITY DETAILS 362 PRELIMINARY - NOT FOR CONSTRUCTION01/19/2024DATE: SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONAL MN LIC. NO. PRELIMINARY NOT FOR CONSTRUCTION LAND USE APPLICATION1/19/2024 ORIGINAL ISSUE: REVISIONS: No. Description Date MARKET BLVD & W 78TH ST NOT FORCONSTRUCTION 2024 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM MARKET BLVD & W 78TH ST C609 UTILITY DETAILS 363 LANDSCAPE LEGENDEXISTING DECIDUOUS TREE (TYP.)EXISTING CONIFEROUS TREE (TYP.)EXISTING SHRUB (TYP.)EDGER (TYP.)APPROXIMATE LIMITS OF SODDING/IRRIGATION,SOD ALL DISTURBED AREAS (TYP.)SEED/ SOD EDGE (TYP.)ROCK MULCH (TYP.)ARTIFICIAL TURF, SEE DETAIL (TYP.)AABCDELANDSCAPE KEYNOTESEDGER (TYP.)DOUBLE SHREDDED HARDWOOD MULCH (TYP.)ARTIFICIAL TURF (TYP.)SOD (TYP.)MAINTENANCE STRIP (TYP.)NO PARKING78TH STREETMARKET BOULEVARD LAREDO DRIVE NO PARKING DDDDDDDDDBEBBBBBBEBEBEBEBEBEBEBEBADCABBPROPOSED 10' D&U EASEMENTPROPOSED 10'D&U EASEMENTUNDERGROUNDSTORMWATER SYSTEMEXTENTSUNDERGROUNDSTORMWATER SYSTEMEXTENTSBOULEVARD TREES WILL BEPROVIDED BY THE CITY ASPART OF MARKET BLVD.RECONSTRUCTION IN 2025EXISTING TREES TOREMAIN (TYP.)SYMBOLCODECOMMON NAMECONIFEROUS TREEBHSBLACK HILLS SPRUCEORNAMENTAL TREEARMARMSTRONG RED MAPLERVBRIVER BIRCH MULTI-TRUNKOVERSTORY TREEBOLBOULEVARD LINDENIHLIMPERIAL HONEYLOCUSTPREAMERICAN ELMCONIFEROUS SHRUBSGOJGREY OWL JUNIPERSGJSEA GREEN JUNIPERDECIDUOUS SHRUBSANHANNABELLE HYDRANGEABLCIROQUOIS BEAUTY BLACK CHOKEBERRYCBFIREDANCE™ RED TWIG DOGWOODDBHDWARF BUSH HONEYSUCKLEDVBDWARF EUROPEAN VIBURNUMGGDGARDEN GLOW DOGWOODGLSGRO-LOW FRAGRANT SUMACSEMSEM FALSESPIREAORNAMENTAL GRASSESHMSHEAVY METAL SWITCHGRASSKFG2KARL FOERSTER FEATHER REED GRASSPERENNIALSBES2BLACK-EYED SUSANEBPEMERALD BLUE CREEPING PHLOXNWWALKER'S LOW CATMINTPBSPRAIRIE BLAZING STARPCFPURPLE CONEFLOWERSH4PRAIRIE DROPSEEDPLANT KEYREPLACEMENT REQUIREMENTSCALIPER REPLACEMENT REQUIRED: 1,488 INCHESCALIPER REPLACEMENT PROPOSED: 100 INCHESNOTE: REMAINDER OF REQUIRED TREES TO BE PROVIDED AT OFF-SITE LOCATION OR PAYMENT IN LIEU OF (CITY TOCONFIRM)LANDSCAPE REQUIREMENTSBUFFERYARD REQUIRED:BUFFERYARD A(EAST SIDE 519 L.F.)6 OVERSTORY TREES = 1 OVERSTORY TREE / 100 L.F. OF FRONTAGE11 UNDERSTORY TREES = 2 UNDERSTORY TREES / 100 L.F. OF FRONTAGE16 SHRUBS = 3 SHRUBS / 100 L.F. OF FRONTAGEBUFFERYARD PROVIDED:4 OVERSTORY TREES(EAST SIDE 519 L.F.)0 UNDERSTORY TREES18 SHRUBSBUFFERYARD REQUIRED:BUFFERYARD A(SOUTH SIDE 905 L.F.)10 OVERSTORY TREES = 1 OVERSTORY TREE / 100 L.F. OF FRONTAGE19 UNDERSTORY TREES = 2 UNDERSTORY TREES / 100 L.F. OF FRONTAGE28 SHRUBS = 3 SHRUBS / 100 L.F. OF FRONTAGEBUFFERYARD PROVIDED:11 OVERSTORY TREES(SOUTH SIDE 905 L.F.)4 UNDERSTORY TREES98 SHRUBSLANDSCAPE SUMMARYL100LANDSCAPE PLANNORTHPRELIMINARY - NOT FOR CONSTRUCTION LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA.MITCHELL COOKAS, PLA5652201/19/2024DATE:SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALMNLIC. NO.PRELIMINARYNOT FOR CONSTRUCTIONLAND USE APPLICATION1/19/2024ORIGINAL ISSUE:REVISIONS:No.Description DateMARKET BLVD& W 78TH STNOT FORCONSTRUCTION 2024 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMMARKET BLVD& W 78TH STNOTE: SEE SHEET L101 FOR FULL PLANT SCHEDULE364 SYMBOL CODE QTY BOTANICAL NAME COMMON NAME CONTAINER CAL/SIZE CONIFEROUS TREE BHS 8 PICEA GLAUCA `DENSATA`BLACK HILLS SPRUCE B & B 6` HT. ORNAMENTAL TREE ARM 7 ACER RUBRUM `ARMSTRONG`ARMSTRONG RED MAPLE B & B 2.5" CAL. RVB 3 BETULA NIGRA RIVER BIRCH MULTI-TRUNK B & B 8` HT. OVERSTORY TREE BOL 4 TILIA AMERICANA `BOULEVARD`BOULEVARD LINDEN B & B 2.5" CAL. IHL 7 GLEDITSIA TRIACANTHOS VAR. INERMIS `IMPERIAL` IMPERIAL HONEYLOCUST B & B 2.5" CAL. SYMBOL CODE QTY BOTANICAL NAME COMMON NAME CONTAINER SPACING CONIFEROUS SHRUBS GOJ 6 JUNIPERUS VIRGINIANA `GREY OWL`GREY OWL JUNIPER #5 CONT.4` O.C. SGJ 25 JUNIPERUS CHINENSIS `SEA GREEN`SEA GREEN JUNIPER #5 CONT.5` O.C. DECIDUOUS SHRUBS ANH 6 HYDRANGEA ARBORESCENS `ANNABELLE`ANNABELLE HYDRANGEA #5 CONT.4` O.C. BLC 120 ARONIA MELANOCARPA `IROQUOIS BEAUTY` TM IROQUOIS BEAUTY BLACK CHOKEBERRY #5 CONT.4` O.C. CB 28 CORNUS SERICEA 'BAILADELINE'FIREDANCE™ RED TWIG DOGWOOD #5 CONT.4` O.C. DBH 39 DIERVILLA LONICERA DWARF BUSH HONEYSUCKLE #5 CONT.3` O.C. DVB 16 VIBURNUM OPULUS `NANUM`DWARF EUROPEAN VIBURNUM #2 CONT.3` O.C. GGD 49 CORNUS HESSEI `GARDEN GLOW`GARDEN GLOW DOGWOOD #5 CONT.5` O.C. GLS 108 RHUS AROMATICA `GRO-LOW`GRO-LOW FRAGRANT SUMAC #5 CONT.4` O.C. SEM 43 SORBARIA SORBIFOLIA `SEM`SEM FALSESPIREA #5 CONT.3` O.C. ORNAMENTAL GRASSES HMS 106 PANICUM VIRGATUM 'HEAVY METAL'HEAVY METAL SWITCHGRASS #1 CONT.3` O.C. KFG2 84 CALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER` KARL FOERSTER FEATHER REED GRASS #1 CONT 24" O.C. PERENNIALS BES2 10 RUDBECKIA FULGIDA `GOLDSTURM`BLACK-EYED SUSAN #1 CONT.18" O.C. EBP 109 PHLOX SUBULATA 'EMERALD BLUE'EMERALD BLUE CREEPING PHLOX #1 CONT.12" O.C. NW 34 NEPETA X 'WALKER'S LOW'WALKER'S LOW CATMINT #1 CONT.18" O.C. PBS 13 LIATRIS PYCNOSTACHYA PRAIRIE BLAZING STAR #1 CONT.18" O.C. PCF 55 ECHINACEA PURPUREA PURPLE CONEFLOWER #1 CONT.18" O.C. SH4 80 SPOROBOLUS HETEROLEPIS PRAIRIE DROPSEED #1 CONT.18" O.C. PLANT SCHEDULE DOUBLE SHREDDED HARDWOOD MULCH NOTES: 2X ROOT BALL WIDTH PREPARED PLANTING BED AND BACKFILL SOIL (THOROUGHLY LOOSENED)NOTES: 1. SCARIFY SIDES AND BOTTOM OF HOLE. 2. PROCEED WITH CORRECTIVE PRUNING OF TOP AND ROOT. 3. REMOVE CONTAINER AND SCORE OUTSIDE OF SOIL MASS TO REDIRECT AND PREVENT CIRCLING FIBROUS ROOTS. REMOVE OR CORRECT STEM GIRDLING ROOTS. 4. PLUMB AND BACKFILL WITH PLANTING SOIL. 5. WATER THOROUGHLY WITHIN 2 HOURS TO SETTLE PLANTS AND FILL VOIDS. 6. BACK FILL VOIDS AND WATER SECOND TIME. 7. PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. 8. MIX IN 3-4" OF ORGANIC COMPOST. 1. SCARIFY SIDES AND BOTTOM OF HOLE. 2. PROCEED WITH CORRECTIVE PRUNING. 3. SET PLANT ON UNDISTURBED NATIVE SOIL OR THOROUGHLY COMPACTED PLANTING SOIL. INSTALL PLANT SO THE ROOT FLARE IS AT OR UP TO 2" ABOVE THE FINISHED GRADE WITH BURLAP AND WIRE BASKET, (IF USED), INTACT. 4. SLIT REMAINING TREATED BURLAP AT 6" INTERVALS. 5. BACKFILL TO WITHIN APPROXIMATELY 12" OF THE TOP OF THE ROOTBALL, THEN WATER PLANT. REMOVE THE TOP 1/3 OF THE BASKET OR THE TOP TWO HORIZONTAL RINGS WHICHEVER IS GREATER. REMOVE ALL BURLAP AND NAILS FROM THE TOP 1/3 OF THE BALL. REMOVE ALL TWINE. REMOVE OR CORRECT STEM GIRDLING ROOTS. 6. PLUMB AND BACKFILL WITH PLANTING SOIL. 7. WATER THOROUGHLY WITHIN 2 HOURS TO SETTLE PLANTS AND FILL VOIDS. 8. BACK FILL VOIDS AND WATER SECOND TIME. 9. PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. 10. FINAL LOCATION OF TREE TO BE APPROVED BY OWNER. PLANTING SOIL AS SPECIFIED ON CENTER SPACINGPER PLANT SCHEDULE. EXTEND HOLE EXCAVATION WIDTH A MINIMUM OF 6" BEYOND THE PLANTS ROOT SYSTEM. FINISHED GRADE EDGER, AS SPECIFIED TREE PLANTING DETAIL SCALE: N.T.S.L1011 SHRUB / PERENNIAL PLANTING DETAIL SCALE: N.T.S.L1012 MULCH 3/16" X 5" STEEL EDGER 12" STEEL EDGER SPIKE TURF/SOD SUBGRADE 12" STEEL EDGER SPIKE 3/16" X 5" STEEL EDGER4'MULCH TURF/SOD TOP OF EDGER TO BE FLUSH WITH SOD PLANSECTION STEEL EDGER DETAIL SCALE: N.T.S.L1013 BUILDING, EXTERIOR WALL PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING SPECIFIED ROCK MULCH 2' MAINTENANCE STRIP EDGER, AS SPECIFIED SOIL MIX TO BE MINIMUM OF 4" BELOW EDGING TOP TO ALLOW FOR ADEQUATE LIP FOR MULCH. SPECIFIED SOIL MIX FINISH GRADE FOR LAWN MAINTENANCE STRIP DETAIL SCALE: 1-1/2"=1'L10154"1"PLANTING 1. CONTACT COMMON GROUND ALLIANCE AT 811 OR CALL811.COM TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY PLANTS OR LANDSCAPE MATERIAL. 2. ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SITE CONDITIONS. 3. NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. 4. ALL SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO SUBMISSION OF ANY BID AND/OR QUOTE BY THE LANDSCAPE CONTRACTOR. 5. PROVIDE TWO YEAR GUARANTEE OF ALL PLANT MATERIALS. THE GUARANTEE BEGINS ON THE DATE OF THE LANDSCAPE ARCHITECT'S OR OWNER'S WRITTEN ACCEPTANCE OF THE INITIAL PLANTING. REPLACEMENT PLANT MATERIAL SHALL HAVE A ONE YEAR GUARANTEE COMMENCING UPON PLANTING. 6. ALL PLANTS TO BE SPECIMEN GRADE, MINNESOTA-GROWN AND/OR HARDY. SPECIMEN GRADE SHALL ADHERE TO, BUT IS NOT LIMITED BY, THE FOLLOWING STANDARDS: ALL PLANTS SHALL BE FREE FROM DISEASE, PESTS, WOUNDS, SCARS, ETC. ALL PLANTS SHALL BE FREE FROM NOTICEABLE GAPS, HOLES, OR DEFORMITIES. ALL PLANTS SHALL BE FREE FROM BROKEN OR DEAD BRANCHES. ALL PLANTS SHALL HAVE HEAVY, HEALTHY BRANCHING AND LEAFING. CONIFEROUS TREES SHALL HAVE AN ESTABLISHED MAIN LEADER AND A HEIGHT TO WIDTH RATIO OF NO LESS THAN 5:3. 7. PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2014 OR MOST CURRENT VERSION) REQUIREMENTS FOR SIZE AND TYPE SPECIFIED. 8. PLANTS TO BE INSTALLED AS PER MNLA & ANSI STANDARD PLANTING PRACTICES. 9. INSTALL PLANTS BY PLANT INSTALLATION PERIOD INFORMATION IN THE LATEST STANDARD PLANTING DETAILS FROM MNDOT. PLANTINGS BEFORE OR AFTER THESE DATES ARE DONE AT RISK. 10. PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE. PROPERLY HEEL-IN MATERIALS IF NECESSARY; TEMPORARY ONLY. 11. PRIOR TO PLANTING, FIELD VERIFY THAT THE ROOT COLLAR/ROOT FLARE IS LOCATED AT THE TOP OF THE BALLED & BURLAP TREE. IF THIS IS NOT THE CASE, SOIL SHALL BE REMOVED DOWN TO THE ROOT COLLAR/ROOT FLARE. WHEN THE BALLED & BURLAP TREE IS PLANTED, THE ROOT COLLAR/ROOT FLARE SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE. 12. OPEN TOP OF BURLAP ON BB MATERIALS; REMOVE POT ON POTTED PLANTS; SPLIT AND BREAK APART PEAT POTS. 13. PRUNE PLANTS AS NECESSARY - PER STANDARD NURSERY PRACTICE AND TO CORRECT POOR BRANCHING OF EXISTING AND PROPOSED TREES. 14. WRAP ALL SMOOTH-BARKED TREES - FASTEN TOP AND BOTTOM. REMOVE BY APRIL 1ST. 15. STAKING OF TREES AS REQUIRED; REPOSITION, PLUMB AND STAKE IF NOT PLUMB AFTER ONE YEAR. SOIL 16. THE NEED FOR SOIL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONS PRIOR TO PLANTING. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR THE NEED OF ANY SOIL AMENDMENTS. 17. BACKFILL SOIL AND TOPSOIL TO ADHERE TO MNDOT STANDARD SPECIFICATION 3877 (LOAM TOPSOIL BORROW) AND TO BE EXISTING TOP SOIL FROM SITE FREE OF ROOTS, ROCKS LARGER THAN ONE INCH, SUBSOIL DEBRIS, AND LARGE WEEDS UNLESS SPECIFIED OTHERWISE. MINIMUM 4" DEPTH TOPSOIL FOR ALL LAWN GRASS AREAS AND 12" DEPTH TOPSOIL FOR TREE, SHRUBS, AND PERENNIALS. MULCH 18. MULCH TO BE AT ALL TREE, SHRUB, PERENNIAL, AND MAINTENANCE AREAS. TREE AND SHRUB PLANTING BEDS SHALL HAVE 4" DEPTH OF DOUBLE SHREDDED HARDWOOD MULCH. DOUBLE SHREDDED HARDWOOD MULCH TO BE USED AROUND ALL PLANTS WITHIN TURF AREAS. PERENNIAL AND ORNAMENTAL GRASS BEDS SHALL HAVE 2" DEPTH DOUBLE SHREDDED HARDWOOD MULCH. MULCH TO BE FREE OF DELETERIOUS MATERIAL AND NATURAL IN COLOR (DYE-FREE), OR APPROVED EQUAL. ROCK MULCH TO BE TRAP ROCK, 1 1/2" DIAMETER, AT MINIMUM 3" DEPTH, OR APPROVED EQUAL. APPLY PREMENEGRENT HERBICIDE PRIOR TO MULCH PLACEMENT PER MANUFACTURER RECOMMENDATIONS, USE PREEN OR PRE-APPROVED EQUAL. ROCK MULCH TO BE ON COMMERCIAL GRADE FILTER FABRIC, BY TYPAR, OR APPROVED EQUAL WITH NO EXPOSURE. MULCH AND FABRIC TO BE APPROVED BY OWNER PRIOR TO INSTALLATION. MULCH TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE). EDGER 19. EDGING TO BE COMMERCIAL GRADE COL-MET (OR EQUAL) STEEL EDGING; 3/16" THICK x 5" TALL, COLOR BLACK, OR SPADED EDGE, AS INDICATED. STEEL EDGING SHALL BE PLACED WITH SMOOTH CURVES AND STAKED WITH METAL SPIKES NO GREATER THAN 4 FOOT ON CENTER WITH TOP OF EDGER AT GRADE, FOR MOWERS TO CUT ABOVE WITHOUT DAMAGE. UTILIZE CURBS AND SIDEWALKS FOR EDGING WHERE POSSIBLE. WHERE EDGING TERMINATES AT A SIDEWALK, BEVEL OR RECESS ENDS TO PREVENT TRIP HAZARD. SPADED EDGE TO PROVIDE V-SHAPED DEPTH AND WIDTH TO CREATE SEPARATION BETWEEN MULCH AND GRASS. INDIVIDUAL TREE, SHRUB, OR RAIN-GARDEN BEDS TO BE SPADED EDGE, UNLESS NOTED OTHERWISE. EDGING TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE). SEED/SOD 20. ALL DISTURBED AREAS TO BE SODDED OR SEEDED, UNLESS OTHERWISE NOTED. SOD TO BE STANDARD MINNESOTA GROWN AND HARDY BLUEGRASS MIX, FREE OF LAWN WEEDS. ALL TOPSOIL AREAS TO BE RAKED TO REMOVE DEBRIS AND ENSURE DRAINAGE. SLOPES OF 3:1 OR GREATER SHALL BE STAKED. SEED AS SPECIFIED, PER MNDOT SPECIFICATIONS AND SUPPLIER/MANUFACTURER RECOMMENDATIONS. IF NOT INDICATED ON LANDSCAPE PLAN, SEE EROSION CONTROL PLAN. IRRIGATION 21. PROVIDE IRRIGATION / PROVIDE NEW SYSTEM, OR MODIFY EXISTING IRRIGATION PER OWNERS DIRECTION TO ALL PLANTED AREAS ON SITE. IRRIGATION SYSTEM TO BE DESIGN/BUILD BY LANDSCAPE CONTRACTOR. LANDSCAPE CONTRACTOR TO PROVIDE SHOP DRAWINGS TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION OF IRRIGATION SYSTEM. CONTRACTOR TO PROVIDE OPERATION MANUALS, AS-BUILT PLANS, AND NORMAL PROGRAMMING. SYSTEM SHALL BE WINTERIZED AND HAVE SPRING STARTUP DURING FIRST YEAR OF OPERATION. SYSTEM SHALL HAVE ONE-YEAR WARRANTY ON ALL PARTS AND LABOR. ALL INFORMATION ABOUT INSTALLATION AND SCHEDULING CAN BE OBTAINED FROM THE GENERAL CONTRACTOR. SYSTEM SHALL INCLUDE A RAIN SENSOR AND APPROPRIATE TECHNOLOGY. 22. IRRIGATION SYSTEM TO INCORPORATE WATER REUSE FROM UNDERGROUND STORMWATER SYSTEM - COORDINATE WITH MEP PLANS FOR IRRIGATION SYSTEM. ESTABLISHMENT 23. PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANT IS FULLY ESTABLISHED OR IRRIGATION SYSTEM IS OPERATIONAL. OWNER WILL NOT PROVIDE WATER FOR CONTRACTOR. 24. REPAIR, REPLACE, OR PROVIDE SOD/SEED AS REQUIRED FOR ANY ROADWAY BOULEVARD AREAS ADJACENT TO THE SITE DISTURBED DURING CONSTRUCTION. WARRANTY 25. REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER. 26. MAINTAIN TREES, SHRUBS, SEED AND OTHER PLANTS UNTIL PROJECT COMPLETION, BUT IN NO CASE, LESS THAN FOLLOWING PERIOD; 1 YEAR AFTER PROJECT COMPLETION. MAINTAIN TREES, SHRUBS, SEED AND OTHER PLANTS BY PRUNING, CULTIVATING, AND WEEDING AS REQUIRED FOR HEALTHY GROWTH. RESTORE PLANTING SAUCERS. TIGHTEN AND REPAIR STAKE AND GUY SUPPORTS AND RESET TREES AND SHRUBS TO PROPER GRADES OR VERTICAL POSITION AS REQUIRED. RESTORE OR REPLACE DAMAGED WRAPPINGS. SPRAY AS REQUIRED TO KEEP TREES AND SHRUBS FREE OF INSECTS AND DISEASE. REPLENISH MULCH TO THE REQUIRED DEPTH. MAINTAIN LAWNS FOR 60 DAYS AFTER INSTALLING SOD INCLUDING MOWING WHEN SOD RECITES 4” IN HEIGHT. WEED PLANTING BEDS AND MULCH SAUCERS AT MINIMUM ONCE A MONTH DURING THE GROWING SEASON. PROVIDE A MONTHLY REPORT TO THE OWNER ON WEEDING AND OTHER MAINTENANCE RESPONSIBILITIES. 27. SEE ELECTRICAL PLANS FOR SITE LIGHTING. LANDSCAPE NOTES L101 LANDSCAPE DETAILS ARTIFICIAL TURF DETAIL SCALE: 1-1/2"=1'L1014 NOTES: 1. CONTRACTOR TO INSTALL PER MANUFACTURER'S SPECIFICATIONS.PRELIMINARY - NOT FOR CONSTRUCTIONLANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. MITCHELL COOKAS, PLA 5652201/19/2024DATE: SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONAL MN LIC. NO. PRELIMINARY NOT FOR CONSTRUCTION LAND USE APPLICATION1/19/2024 ORIGINAL ISSUE: REVISIONS: No. Description Date MARKET BLVD & W 78TH ST NOT FORCONSTRUCTION 2024 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM MARKET BLVD & W 78TH ST 365 Page 1 of 22 Project: Chanhassen Market Street Addition (Planning Case 2024-01) Planning Commission Review Date: February 20, 2024 City Council Review Date: April 15, 2024 Drafted By: Eric Maass, AICP, EDFP, Planning Director Staff Report Date: April 10, 2024 SUMMARY OF REQUEST: The applicant is requesting preliminary plat, site plan, and a variance to the build to zone for the construction of two mixed use buildings totaling 310 market rate apartment units and approximately 14,882 square feet of leasable commercial space. STAFF RECOMMENDATION: Staff recommends approval of the requested preliminary plat, site plan, and variance for the construction of the project as proposed subject to updating of plans based on staff review comments. LOCATION: 591 78th Street W and 570 Market Street Chanhassen, MN 55317 (Subject Property) OWNER: Chanhassen Lodging, LLC 366 South Tenth Avenue, PO Box 727 Waite Park, Mn 56387 Chanhassen Properties, LLC 900 Wayzata Blvd East, Suite 130 PROPOSED MOTIONS: “The Chanhassen Planning Commission approves the requested build to zone variance subject to the conditions of approval and adopts the attached Findings of Fact and Decision and recommends approval of the requested preliminary plat and site plan for the construction of two mixed use buildings subject to conditions within the staff report. “The Chanhassen City Council approves the requested preliminary plat and site plan for the construction of two mixed use buildings subject to conditions within the staff report.” 366 Page 2 of 22 Wayzata, MN 55391 CURRENT ZONING: Central Business District (CBD) 2040 LAND USE PLAN: Commercial Land Use / Central Business District ACREAGE: 4.05 acres DENSITY: 76 units/acre LEVEL OF CITY DISCRETION IN DECISION-MAKING: The city’s discretion in approving or denying a preliminary plat is limited to whether or not the proposed plat meets the standards outlined in the subdivision regulations and zoning ordinance. If it meets these standards, the city must approve the preliminary plat. This is a quasi-judicial decision. The city’s discretion in approving or denying a site plan is limited to whether or not the proposed project complies with zoning ordinance requirements. If it meets these standards, the city must then approve the site plan. This is a quasi-judicial decision. The city’s discretion in approving or denying a variance is limited to whether or not the proposed project meets the standards in the zoning ordinance for a variance. The city has a moderate level of discretion with a variance because the applicant is seeking a deviation from established standards. This is a quasi-judicial decision. City Code requires that notice of the public hearing be mailed to all property owners within 500 feet (dashed circle). City Staff sent notice to all property owners within 1,000 feet and additional single family residential properties in the general vicinity. 367 Page 3 of 22 APPLICABLE REGULATIONS Chapter 18, Subdivisions Chapter 20, Article II, Division 3. Variances Chapter 20, Article II, Division 6, Site Plan Review Chapter 20, Article 20-XVIII “CBD” Central Business District Chapter 20, Article 20-XXIII, Division 20-XXIII-9 Design Standards for Multifamily Developments ZONING OVERVIEW Zoning Designation The property is zoned Central Business District (CBD). Multifamily housing is a permitted use within the CBD zoning district so long as a portion of the first floor adjacent to 78 th Street West includes commercial space. The project as proposed provid es the required commercial space. Environmental Protection Districts Bluff Creek Corridor - This is not encumbered by the Bluff Creek Overlay District. Bluff Protection - The proposed project is located outside of the required bluff setback. Floodplain Overlay - The proposed project is located outside of the floodplain. Shoreland Management - The property is outside of the Shoreland Protection District. Wetland Protection - There are no wetlands on the site. PRELIMINARY PLAT REVIEW The preliminary plat as shown would subdivide the subject property into two lots and two outlots. Lot 1, Block 1 would consist of the westerly mixed-use building. Lot 2, Block 2 would consist of the easterly mixed-use building. Outlot A would be 60.01 feet in width and provide land area necessary for the extension of Laredo Drive. A drainage and utility easement would be placed over the entirety of Outlot A and contain a private underground stormwater retention system. Outlot B would contain a parking lot as well as a dog run area on its surface and a portion of the outlot would also consist of an underground stormwater system. With the reconstruction of Market Boulevard and proposed redevelopment of the Country Inn & Suites, the northwest corner of the plat shows private property extending beyond the curb line and into the intersection of 78th Street West and Market Boulevard. As the final design for Market Boulevard reconstruction proceeds, the preliminary plat shall be updated to dedicate additional public right of way if necessary. Drainage and utility easements should also be updated according to any adjustments to property lines associated with the Market Boulevard road design. The preliminary plat should be updated so that the southeast corner of Outlot A encompasses the roughly 10-foot x 10-foot area directly south of the outlot area so that in the future that area is established as outlot and available for additional road extension. 368 Page 4 of 22 The CBD zoning district does not have a minimum lot area, lot frontage, or lot depth. As a result, the preliminary plat does not require adjustment to meet those aspects of City Code. SITE PLAN REVIEW The developer is requesting site plan approval for two vertical mixed-use buildings. Together the buildings will consist of 553,064 square feet. That building area includes 310 market-rate apartments, 406 structured parking spaces, 14,882 square feet of leasable commercial space, and 18,087 square feet of amenity space as well as a large pool deck on level 2 of the west building. Approximately 46% of units will have at least two bedrooms which is advantageous in attracting both young professionals looking to split rent to make housing more affordable as well empty nesters transitioning into the next stage of their life who don’t want the maintenance responsibility of a traditional home but retain the desire to have a guest bedroom when family or friends visit. The project proposes to construct a sidewalk along the north side of the development where currently no sidewalk exists. This is an important improvement to the city’s downtown pedestrian network. The project also proposes to extend Laredo Drive south of W est 78th Street with sidewalks on both sides of the street extension. This street extension is aligned with the city’s desire to improve the walkability and pedestrian experience within the downtown area. 369 Page 5 of 22 The site is encumbered by cross-access easements over the drive aisles within Outlot B. These cross-access easements restrict the viability of the construction of a building and as a result are shown to be continued as a surface parking lot but with improvements including sidewalks, a pet exercise area, and an underground stormwater management system. The CBD district establishes Character Zones of “Downtown Mixed-Use” and “Downtown West”. The subject property is located within the Downtown Mixed-Use district and as a result, has a “build to zone” off of 78th Street and Market Boulevard of 0’ - 15’ from the property line and a “build to zone” of 0’ – 30’ for building frontage along Laredo Drive. While a majority of both the west and north elevations are within the build to zone, the very southwest corner of the west elevation has a maximum setback distance of 23 feet 6 inches which is the greatest proposed setback that exceeds the build to zone and requires a variance. Parking Typically projects consist of a single “property use”. Those property uses are defined as commercial, residential, office, or industrial uses and City Code establishes minimum parking requirements for those property uses. A vertically mixed-use project presents a unique situation based on varied parking demand between commercial and residential users of the property. City Code Section 20-1124(a)(4) states that for mixed-use buildings, parking requirements shall be determined by the city based on the existing and potential uses of the building. To measure the parking demand, the city contracted with HKGi to conduct a parking study to measure the parking demand that would be generated by the proposed redevelopment with the amount of parking proposed. The project proposes to provide 406 structured parking stalls and access a total of 169 surface parking stalls for a total of 575 parking stalls. The project includes 310 units. The project also shows 14,880sf of commercial space available for lease. Based on the market study completed for this area and the commercial spaces the typical parking ratio is 4 spaces per 1,000sf which would be 60 spaces. The site plan shows 121 parking spaces adjacent to the commercial spaces, 64 of which are structured parking. The site plan shows 457 parking spaces dedicated to residential users. When compared to the 310 total units, the project shows a ratio of 1.5 parking spaces for each of the proposed units. The 1.5 parking spaces per apartment unit ratio is a very typical ratio for suburban multi-family projects. The project proposes to provide surface parking spaces through parking easements over some existing surface parking stalls. City code section 20-1117(c) allows for the city to approve off- site parking if the spaces provide reasonable access from the off-site parking to the use being served, the parking spaces are within 400 feet of a building entrance of the use being served, and is protected by a recorded instrument acceptable to the city. The applicant is proposing that all off-site parking spaces would be within a parking easement which does not restrict the day or time of the parking space availability to the proposed project. 370 Page 6 of 22 Site Furnishing The project as proposed shows the addition of sidewalks around each building where it interfaces with a public right of way or parking area providing strong pedestrian connectivity. Each building shows an area for an outdoor patio to provide street activation and site furnishings including tables and chairs. The applicant has updated the site plan to include two bike racks. Loading, Mechanical, and Refuse Areas Screening of service yards, refuse, and waste-removal areas, loading docks, truck parking areas, and other areas which tend to be unsightly shall be accomplished by use of walls, fencing, dense planting, or any combination of these elements. Screening shal l block views from public right-of-way (pedestrian views) and shall be equally effective in winter and summer. The electrical transformers at the SW corner of the west building shall be screened either through vegetation or fencing. Mechanical equipment shall be sufficiently screened through fencing or landscaping. Lighting Wall-mounted lighting in commercial, industrial, and institutional districts shall be shielded with a total cutoff angle equal to or less than 90 degrees. Fixture height shall not exceed 30 feet. Fixtures are shown at a height of 20 feet which adheres to City Code. Shop drawings shall be provided to show proposed fixtures. Lighting on the building faces shall also be restricted to having a total cutoff angle equal to or less than 90 degrees. Signage The renderings provided depict signage for both the commercial tenant spaces as well as apartment portions. Signage for the project will require separate permits and signage will be reviewed for conformance with City Code at the time of sign permit application. Building Architectural Reviews Required Architectural Standards The city intends that all multifamily developments within the city should strive toward the highest level of quality in both design and construction. Architectural Style City Code states that architectural style shall not be restricted and that the evaluation of the appearance of a project shall be based on the quality of its design and in relationship to its surroundings, guided by the provisions of City Code. Site characteristics to be evaluated for this purpose include building and landscaping, colors, textures, shapes, massing of rhythms of building components and detail, height of roof line, setback, and orientation. Designs that are incompatible with their surroundings or intentionally bizarre or exotic are not acceptable. 371 Page 7 of 22 Monotony of design, both within the projects and between adjacent projects and their surroundings is prohibited. Variation in detail, form, and sitting shall provide visual interest. Site characteristics that may be used for this purpose include building and landscaping, colors, textures, shapes, massing of rhythms of building components and detail, height of roof line, setback, and orientation. All buildings shall have a minimum of 20 percent accent material. Accent material may include brick, stone cut face block, or shakes. The use of any EFIS shall not be on the first story of any building or one story in height. West Building The CBD zoning establishes height requirements for the area. The district allows structures up to six stories in height but also prescribes the total height allowed for each story. The maximum height of a six-story building within the CBD-zoned area is 78 feet. The west building as shown would mostly be 72 feet 4 inches for the portion which would be six stories in height with a maximum height of 76 feet 8 inches when accounting for the areas where the elevator overruns are located. The total height as well as individual floor heights conform to City Code. Requirement Proposed First Floor 14’ to 18’ 15’-16’ Floors 2 through 6 9’ to 12’ 10’8” – 11’8” Total Height Max of 78’0” 76’8” Build To Zone (west/north elevations) 0’ to 15’ 23.6’ * Build To Zone (east elevation) 0’ to 30’ 11.6’ *Requires variance Massing and Placement The proposed structure would occupy nearly all of Lot 1 Block 1 of the proposed preliminary plat as the parking for the project would be entirely structured parking. The building consists of a variety of massing’s including areas that are one story, two stories, five stories, and six stories in height. The stepping back in height along 78th Street West provides necessary relief to the street level to ensure the overhead structure is not overbearing and negatively impacts the pedestrian experience. The same treatment is provided along the western elevation adjacent to Market Boulevard. A ground-level patio space is adjacent to a five-story building span and then the middle of the elevation consists of two stories and then the southern part of the west elevation extends back up to five stories prior to an additional setback before reaching the full six story height. The courtyard at level two that opens to the south currently does not have access to it from internal corridors. The building adheres to the intent of the CBD to create the effect of a traditional downtown area whereby the building is adjacent to the sidewalk and promotes walkability. 372 Page 8 of 22 Proposed Elevations North Elevation (facing 78th St W) East Elevation (facing Laredo Ave extension) West Elevation (facing Market Blvd) 373 Page 9 of 22 South Elevation (facing private property) Interior courtyard elevations 374 Page 10 of 22 Renderings 375 Page 11 of 22 Material and Color The proposed building has a strong variety of materials including two varieties of brick, two varieties of cast stone, metal flashing, architectural precast panels, prefinished metal panels, and fiber cement wall panels. These are all acceptable materials. Applicant to demonstrate that brick occupies at least 20% of the building façade as accent material required by city code. Architectural Interest, Material, and Color North Elevation – The one-story corner commercial spaces in the middle and left sides of the north elevation are marked overhead with sections of vertical brick spans and a strong cornice line. Additionally, the right side of the north elevation drawing showcases a 2 story expanse that includes both a first floor restaurant space and a second floor amenity space. This creates a strong presence for the commercial aspects of the building and quality massing to the structure. South Elevation - Presently the south elevation stories -1 and -2 utilize architectural pre-cast panels. The panels consist of two panel types with each of the panel types alternating. The narrower of the two-panel types includes a windows which provides additional relief to the precast panels. The remaining portions of this elevation contain two types of brick, accent metal, and fiber cement wall. The balance of the elevation has a strong balance between brick expanses on the ends with relief in the form of fiber cement panels in the middle. A mural will be included on the left side of this elevation in the area labeled as “alternate location for public art mural opportunity”. 376 Page 12 of 22 East elevation – The first floor commercial spaces are marked with vertical laid bricks overhead which provides nice articulation between the commercial and residential components of the building. The elevation contains both brick types shown on the building. The left side of the elevation has brick type 1B on floors two, three, and four with the top two stories being fiber cement panel. West elevations – This elevation contains both brick variations as well as some fiber cement panels. Accent metal is used around the windows of the walk-up townhome units as well as the elevator on the south side of the elevation. The elevation shows white awnings over portions of the commercial spaces. The cornice line around the townhome units is broken into two spans which provides a quality balance to the elevation and gives a residential look to this portion of the building. Interior courtyard elevations – The interior courtyard elevations incorporate one color of fiber cement paneling and some brick on the wall elevations which are closest to Market Blvd and visible to the public. Roof Design The buildings shown consist of flat roofs as required by City Code. The massing’s provide a variability to the roof lines providing the desired “step back” appearance desired by the city. East Building The CBD zoning establishes height requirements for the area. The district allows structures up to six stories in height but also prescribes the total height allowed for each story. The maximum height of a six-story building within the CBD zoned area is 78 feet. The east building elevation details are provided in the below table. Requirement Proposed First Floor 14’ to 18’ 14’ Floors 2 through 6 9’ to 12’ 10’8” – 11’8 ‘ Total Height Max of 78’0” 69’2” Build To Zone (west elevation) 0’ to 30’ 9.0’ Massing and Placement The proposed structure would occupy nearly all of Lot 1 Block 2 of the proposed preliminary plat as the majority of the parking for the project would be entirely structured parking. Surface parking in front of Lot 1 Block 2 is also proposed and shown as Outlot B on the proposed plat as well as additional surface parking to the south of the proposed building in existing surface parking stalls through an existing easement. The building consists of a variety of massing’s including areas that are 1 story and 5 stories in height on the north elevation. Due to the changes in elevation north to south across the site, parking that is underground on the north side of the site is exposed on the south end. The 377 Page 13 of 22 proposed building fronts on the extension of Laredo Drive. The north side of the building has two single story commercial spaces as well as a leasing office. A ground level patio space is adjacent to the commercial space on the west side of the building. The building provides for adequate pedestrian circulation both adjacent to the adjacent roadway as well as internal to the site. The building adheres to the intent of the CBD to create the effect of a traditional downtown area whereby the building is adjacent to Laredo Drive and promotes walkability through sidewalks throughout the site. Architectural Interest, Material, and Color The façade has a variety of massing’s including a first floor that consists of commercial spaces and a leasing office for the apartment portions of the building. The building then has a step back to the north elevation prior to the building going up an additional four stories. The north elevation is covered almost entirely with brick as the most prominent façade visible from W 78th street. The east and west elevations consist of both brick colors and have complimentary fiber cement paneling in three colors. The west elevation has greater public visibility and as a result the south end of that elevation has greater undulation to provide architectural interest. The south elevation has two stories of brick below four stories of a light gray fiber cement panel. The building has hanging balconies which consist of black picket style railings which provide a clean and modern look to the balconies. North Elevation (facing W 78th St) South Elevation facing Market St) 378 Page 14 of 22 East elevation (facing private property) West elevation (facing private property) Material and Color The proposed building has a large variety of materials including two varieties of brick, two colors of precast architectural panels, four colors of fiber cement panel, and a metal horizontal accent panel. These are all acceptable materials. Applicant to demonstrate that brick occupies at least 20% of the building façade as accent material required by city code. 379 Page 15 of 22 Renderings 380 Page 16 of 22 Architectural Style North Elevation – The elevation has been revised so that the first level commercial space is more prominent with a more pronounced cornice line and the elevation is almost entirely covered with a brick material giving it a high end look from W 78 th street. South Elevation – This elevation consists of both varieties of brick, two colors of fiber cement panel and the horizontal access panel. Floors minus one and one consist of leasable apartment units are comprised of brick with the upper four stories being a fiber cement panel. East elevation – The elevation contains both varieties of brick and all colors of fiber cement wall panels in addition to both gray and dark gray precast wall panels. Both brick materials are shown on the south end of this elevation near a garage entrance. West elevation – The elevation contains varieties of brick, precast architectural panels, and three colors of fiber cement panels. It has a step back in height along the north end of the elevation above the leasable commercial/patio space as well as articulation on the south end that provides relief to the roof line. Roof Design The buildings shown consist of flat roofs as required by City Code. The massing’s provide a variability to the roof lines primarily along the north elevation with some undulation in the roof line occurring on the south ends of the west elevation. Variance Request – Exceeding “Build To Zone” As noted in the site plan review section above, two portions of the proposed western building exceed the build to zone established by the city’s zoning district. The city’s zoning code establishes the criteria for granting variances which are based on state statutes. The following criteria must all be met in order to grant a variance. 1. Variances shall only be permitted when they are in harmony with the general purposes and intent of this chapter and when the variances are consistent with the comprehensive plan. The purpose of the build to zone is to encourage a more traditional main street character of development that provides for activation of the sidewalk and accompanying streetscape. The vast majority of the west building is within the build to zone required by City Code and as proposed the structure is in harmony with the general purpose and intent of the chapter and is consistent with the comprehensive plan. 2. When there are practical difficulties in complying with the zoning ordinance. "Practical difficulties," as used in connection with the granting of a variance, means that the property owner proposes to use the property in a reasonable manner not permitted b y 381 Page 17 of 22 this chapter. Practical difficulties include but are not limited to, inadequate access to direct sunlight for solar energy systems. The proposed use of a vertical mixed-use building with ground-floor commercial space and apartments above is permitted and therefore a reasonable use of the property. An overwhelming majority of the proposed western building adheres to the build to zone requirement with the two areas that do not adhere to the build to zone resulting from the curvature of the adjacent roadway. The project as proposed creates the desired walkable environment with commercial and residential uses in close proximity to the sidewalk. 3. That the purpose of the variation is not based upon economic considerations alone. The variance is based solely on practical difficulties related to the adjacent curvature of the roadway and is not based on economic considerations. 4. The plight of the landowner is due to circumstances unique to the property not created by the landowner. The curvature of Market Boulevard and the intersection of Market Boulevard and 78 th Street West creates a unique circumstance unique to the property which is not created by the landowner. 5. The variance, if granted, will not alter the essential character of the locality. The intent of the “CBD” district is to provide for a concentration of specialized goods and services, commercial and office spaces including cultural, entertainment, finance, restaurants, retail, and multi-family development that are accessible and in conformance with the downtown redevelopment plan, goals and objectives. The proposed project meets the intent of the CBD zoning. 6. Variances shall be granted for earth-sheltered construction as defined in M.S. § 216C.06, subd. 14, when in harmony with this chapter. The proposed project does not include an earth-sheltered construction project and therefore is not applicable. Staff recommends approval of the requested variance subject to the conditions of approval and the attached findings of fact and decision. Staff Comments Requiring Plan Set Updating Planning Department: 1. Provide shop drawings of proposed pole-mounted light fixtures as well as proposed wall-mounted lighting fixtures. Fixtures shall not be mounted more than 30 feet in the air and shall have a maximum cut-off angle of 90 degrees. 382 Page 18 of 22 2. Parking a. Parking easement between Chanhassen Frontier LLC and the applicant shall be amended to remove the restriction on overnight parking and that easement shall encompass a total of 75 parking spaces and their associated drive aisles. 3. Preliminary Plat a. The preliminary plat should be updated so that the southeast corner of Outlot A encompasses the roughly 10-foot x 10-foot area directly south of the outlot area so that in the future that area is established as outlot and available for additional road extension. 4. Site Plan a. The electrical transformers of the west and east buildings shall be screened either through vegetation or fencing. b. Site plan notes “future curb by others”. With the removals on both the north and south side of 78th Street West, the development project will have to replace the pavement, curb, and lane striping in the areas where removals are taking place. 5. West Building Architecture a. Verify exterior facades contain at least 20% accent material of brick or stone. 6. East Building Architecture a. Verify exterior facades contain at least 20% accent material of brick or stone. Forestry Department 1. The current landscape must be updated to meet the city’s species diversity requirements where no more than ten percent of the trees may be from any one tree species, no more than 20 percent of the trees may be from any one genus and no more than 30 percent of trees from any one family. 2. Applicant must include a list of the existing landscape material. This shall be in the form of a tree survey where the species, DBH, size, condition and location of all trees and any damaged or diseased trees on site. All trees shall be tagged and identified by number on the survey. 3. Applicant should better utilize the area along Market Blvd for planting of trees nearer the sidewalk and revise accordingly around the walk-up townhome entrances in that area. 4. Landscape plan shows tree plantings in confined spaces. To maximize viability potential, prioritize overstory planting spacing of at least 15 feet and spacing of at least 12.5 feet between ornamental trees. 5. The landscape plan shows eight black hills spruce where the future Laredo Dr ive will extend. The city recommends only planting four trees in that area. Plantings should not inhibit visibility to the potential mural on the adjacent wall. 383 Page 19 of 22 6. Note that there are no calls for any roof-top or courtyard plantings (think trees in raised planters like along Nicollet Blvd in downtown Minneapolis). If designed to accommodate trees in these areas, we would give credit towards other required plantings. 7. During one of the meetings with the design team, we requested implementation of Silva Cells (or similar technology) to improve the rooting ability for plantings. In particular, we mentioned the entrances to residences along Market Boulevard and along the sidewalk on Laredo. Engineering Department 1. The Developer shall vacate all previously recorded public easements no longer necessary due to the relocation and or removal of public utilities associated with the redevelopment prior to recording of the final plat. 2. The Developer shall provide all access agreements and temporary easements necessary to access and work on any abutting properties prior to the city issuing a Notice to Proceed for construction operations. 3. The Developer shall enter into Encroachment Agreements for private improvements located within a public easement and recorded prior to issuance of building permits. 4. The Developer shall deed Outlot A to the city for future public access needs in association with the extension of Laredo Drive to the south. 5. The Developer shall be responsible for maintaining Outlot A until such time that Laredo Drive is connected to Market Street to the south. 6. In an effort to promote collaboration and sequencing of necessary improvements between the development and on-going public improvements in the downtown corridor, the Developer shall: a. keep the city promptly informed of all project schedules and any changes that may affect either party to the fullest extent feasible. b. invite representatives from the city to participate in all preconstruction meetings to facilitate coordination and address potential concerns. c. ensure the city's participation in weekly construction meetings, allowing for ongoing collaboration and coordination of construction schedules. 7. The Developer shall provide engineered plans which illustrate the impacts (e.g. centerline grades, grading extents, etc.) necessary to facilitate the Laredo Drive extension to the south with the final plat submittal. 8. Final geotechnical and environmental assessment reports shall be provided with the final plat submittal. 384 Page 20 of 22 9. The Developer shall provide updated trip generation assignments based on the proposed development and verify no substantial changes from the 2023 Downtown Chanhassen Traffic Study with the final plat submittal. a. If based on the updated trip generation assignments there is a substantial change in the capacity analysis, such as a drop in level of service at any intersection within the study area or a needed change in lane capacity, the Developer must provide an update to the Downtown Chanhassen Traffic Study. Improvements necessary to facilitate the development’s need will be the responsibility of the Developer. 10. The Developer and their Engineer shall work with city staff in amending the construction plans, dated January 19, 2024, prepared by Michael C. Brandt, PE with Kimly-Horn and Associates, Inc., to fully satisfy construction plan comments and concerns attached to the Staff Report dated February 26, 2024. Final construction plans will be subject to review and approval by staff prior to recording of the final plat. 11. The Developer shall provide a sanitary sewerage capacity analysis verifying that the existing sanitary sewer mains have adequate capacity to convey flows with the final plat submittal. 12. Construction design elements associated with the street plans such as stationing, curb tables and alignments, centerline grades, and intersection details will be required with the final plat submittal. 13. The Developer shall incorporate warranted crosswalk enhancements at the intersection of Laredo Drive and West 78th Street per the City’s Crosswalk Policy with the final plat submittal. 14. All sanitary sewer and water mains will be publicly owned and maintained after acceptance of the public improvements by the City Council. 15. The applicant will be required to enter into a Development Contract with the city and all applicable securities and fees provided prior to recording of the final plat. 16. It is the applicant’s responsibility to ensure that permits are received from all other agencies with jurisdiction over the project (i.e. Army Corps of Engineers, DNR, MnDOT, Carver County, Riley Purgatory Bluff Creek Watershed District (RPBCWD), Board of Water and Soil Resources, MPCA, etc.). Water Resources Department: 1. The applicant shall provide a copy of conditional approval from the RPBCWD as part of any future plan submittals. 385 Page 21 of 22 2. The applicant shall update the models (HydroCAD and MIDS) per city and any watershed district comments and submit updated computations and models in their native forms with the final plat submittal. 3. The applicant shall provide additional information to determine the access agreements and easements required to install and connect to storm sewer systems on adjacent properties which are not publicly owned. 4. The applicant shall provide additional information on the proposed BMPs (Best Management Practices) such as water reuse, ADS Bay Filters, green roof, tree trenches, etc. to confirm modeling matches the proposed plan as part of any future plan submittals. 5. Prior to the final plat submittal, the applicant shall work with staff to revise and optimize the design of the storm sewer system that would be public in a future condition. An underground BMP located within future Right of Way (ROW) or easement will only be allowed if approved by the City Engineer. 6. Additional details on the proposed building elevation shall be provided with future plan submittals to confirm the site is meeting the City’s freeboard requirements. 7. The applicant shall enter into an Operations and Maintenance Agreement for all proposed privately owned stormwater facilities which shall be recorded concurrently with the final plat. Building Department: 1. A demolition permit must be obtained prior to demolishing any structures on the site, each demolition site address will require separate permits. 2. A building permit must be obtained before beginning any construction. 3. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. 4. A final grading plan and soils report must be submitted to the Inspections Division before building permits will be issued. 5. A SAC determination letter must be provided to the city prior to building permits being issued. 6. Building plans must provide sufficient information to verify that proposed building meets all requirements of the Minnesota State Building Code, additional comments or requirements may be required after plan review. 7. The building is required to have automatic fire extinguishing systems. 386 Page 22 of 22 8. Structure proximity to property lines (and other buildings) will have an impact on the code requirements for the proposed buildings, including but not limited to; allowable size, protected openings and fire-resistive construction. These requirements will be addressed when complete building and site plans are submitted. 9. Building plans must include a code analysis that contains the following information: Key Plan, Occupancy group, Type of construction, Allowable height and area, Fire sprinklers, Separated or non-separated, Fire resistive elements (Ext walls, Bearing walls - exterior or interior, Shaft, Incidental use), Occupant load, Exits required (Common path, Travel distance), Minimum plumbing fixture count. 10. Retaining walls (if present) more than four feet high, measured from the bottom of the footing to the top of the wall, must be designed by a professional engineer and a building permit must be obtained prior to construction. Retaining walls (if present) under four feet in height require a zoning permit. 11. Accessibility will have to be provided to all portions of the development and a percentage of the units may also be required to be accessible or adaptable in accordance with Minnesota State Building Code Chapter 1341. Fire Department: 1. The fire department requests that if the project is approved, that prior to the demolition of existing buildings that the Applicant provide the city’s fire department the opportunity to conduct some training exercises in the buildings. 387 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND DECISION IN RE: Application of Market Street Station requesting Preliminary Plat and Site Plan Review. On February 20, 2024, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Market Street Station for preliminary plat, build to zone variance, and site plan review. The Planning Commission conducted a public hearing on the proposed preliminary plat, build to zone variance, and site plan review was preceded by published and mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak and approved the requested build to zone variance and recommended approval of the preliminary plat, and site plan review based upon the city ordinances in effect at the time. On March 11, 2024, the Chanhassen City Council met at its scheduled meeting to consider the applications referenced above and tabled the applications to April 15th, 2024 and requested work session meetings to refine the project architecture to be held on March 18th, 2024 and March 25, 2024. On April 15th, 2024, the Chanhassen City Council met at its regularly scheduled meeting to consider the applications referenced above and makes the following: FINDINGS OF FACT 1. On January 19, 2024, the City received a land use application for property legally described as Lot 1, Block 1, Bloomberg 2nd Addition, except that part contained within the plat of Frontier Cinema Addition, and Lot 1 Block 1, Bloomberg Addition and Outlots A and B, Bloomberg Addition, and Lot 2 Block 1, Bloomberg 2nd Addition, Except the west 90.00 feet of the south 13.50 feet thereof; and further excepting the East 60.00 feet of the West 150.00 feet of the South 3.50 feet thereof, and Lot 1 Block 1, Frontier Cinema Addition, and a portion of Lot 1 Block 1 Market Street Station (“Property”) for the following: A. A variance to the required build to zone for the western most building. B. A preliminary plat application for a 2 lot subdivision for Market Street Station; C. A site plan review for the construction of two vertical mixed use buildings prepared by ESG Architecture & Design, and Kimley Horn dated January 19, 2024 388 2. The property is currently zoned Central Business District. 3. The property is guided by the Land Use Plan for Commercial; Central Business District Category. Preliminary Plat Request 5. The subdivision ordinance directs the City to consider seven possible adverse effects of the proposed subdivision. The seven (7) effects and our findings regarding them are: a. The proposed subdivision is consistent with the zoning ordinance including the Central Business District lot standards; Finding: The proposed subdivision proposes lots which adheres to the minimum requirements required by the Central Business District zoning standards. b. The proposed subdivision is consistent with all applicable city, county and regional plans including but not limited to the city's comprehensive plan; Finding: The proposed subdivision as shown complies with the city’s comprehensive plan as well as applicable city plans c. The physical characteristics of the site, including but not limited to topography, soils, vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and storm water drainage are suitable for the proposed development; Finding: Based upon plans submitted to the city, the site characteristics including but not limited to topography, soils, vegetation, erosion and flooding susceptibility and stormwater drainage are suitable for the proposed development d. The proposed subdivision makes adequate provision for water supply, storm drainage, sewage disposal, streets, erosion control and all other improvements required by the subdivision ordinance, Chapter 18, and Water, Sewers and Sewage Disposal, Chapter 19; Finding: The subdivision as proposed has adequate provisions for water supply, storm drainage, sewage disposal, streets, erosion control and all other improvements required by chapter 18, subdivision ordinance, and Water, Sewers, and Sewage Disposal outlined in chapter 19. e. The proposed subdivision will not cause significant environmental damage; Finding: The proposed subdivision will not have adverse impacts causing significant environmental damage. 389 f. The proposed subdivision will not conflict with easements of record; and Finding: The proposed subdivision does not create conflicts with existing easements of record. g. The proposed subdivision is not premature. A subdivision is premature if any of the following exists: i. Lack of adequate stormwater drainage, which are available and being installed with the development. ii. Lack of adequate roads. Access is to an existing, collector public street iii. Lack of adequate sanitary sewer systems, which is available to the development. iv. Lack of adequate off-site public improvements or support systems. Finding: The proposed subdivision is not premature as it provides adequate stormwater drainage, adequate accessibility and availability of roads and sanitary sewer systems to the development as well as off-site support systems. Site Plan Request 6. Applicant has requested approval of the site plan dated January 19, 2024 prepared by Kimley Horn and ESG Architecture & Design. 7. The zoning ordinance directs the City to consider nine possible adverse effects of the proposed site plan. The nine (9) effects and our findings regarding them are: a) Is consistent with the elements and objectives of the city's development guides, including the comprehensive plan, official road mapping, and other plans that may be adopted. Finding: The site plan is consistent with the elements and objectives of the city's development guides, comprehensive plan, and official road mapping. b) Is consistent with the site plan review requirements. Finding: The site plan is consistent with the site plan review requirements. c) Preserves the site in its natural state to the extent practicable by minimizing tree and soil removal and designing grade changes to be in keeping with the general appearance of the neighboring developed or developing or developing areas. Finding: The existing site is not in a natural state currently that requires preservation as it is currently a fully developed site consisting of multiple commercial businesses and associated parking lots. 390 d) Creation of a harmonious relationship of buildings and open spaces with natural site features and with existing and future buildings having a visual relationship to the development. Finding: The proposed design creates a harmonious relationship between existing buildings that shall remain, natural site features, and proposed landscaping. e) Creates a functional and harmonious design for structures and site features, with special attention to the following: i. An internal sense of order for the buildings and use on the site and provision of a desirable environment for occupants, visitors and general community; ii. The amount and location of open space and landscaping; iii. Materials, textures, colors and details of construction as an expression of the design concept and the compatibility of the same with adjacent and neighboring structures and uses; and iv. Vehicular and pedestrian circulation, including walkways, interior drives and parking in terms of location and number of access points to the public streets, width of interior drives and access points, general interior circulation, separation of pedestrian and vehicular traffic and arrangement and amount of parking. Finding: The proposed site plan does create an internal sense of order for the buildings and uses on the site through the balance of landscaping, material applications, and circulation for pedestrians and vehicles. f) Protects adjacent and neighboring properties through reasonable provision for surface water drainage, sound and sight buffers, preservation of views, light and air and those aspects of design not adequately covered by other regulations which may have substantial effects on neighboring land uses. Finding: The site plan as proposed does protect adjacent and neighboring properties for surface water drainage, sound and sight buffers, preservation of views, light and air that could have substantial effects on neighboring land uses. g) Within the Highway Corridor (HC) districts, consistency with the purpose, intent and standards of the HC districts. Finding: The proposed site plan is not within the Highway Corridor District. h) Within the Bluff Creek Overlay (BCO) district, consistency with the purpose, intent and standards of the BCO district. Finding: The proposed site plan is not within the Bluff Creek Overlay District. 391 i) Maintain an acceptable road system level of service. Finding: The proposed plan does not affect the road system level of service and internally in the site improves upon items that could affect the road system, such as parking and pedestrian circulation. 8. The staff report presented to City Council on April 15th, 2024, and prepared by Eric Maass is incorporated herein. DECISION The City Council approves the proposed rezoning, preliminary plat, and site plan review based on the findings of fact included herein, and subject to the conditions of the staff report. ADOPTED by the Chanhassen City Council this _____ day of _____________, 202_. CHANHASSEN CITY COUNCIL BY:___________________________________ Its Mayor BY:_ __________________________________ Its City Manager 392 Page 1 of 4 Proposed Chanhassen Cinema and Hotel Redevelopment Project FAQ – Updated April 10, 2024 Throughout the application review process, the city has gathered public comment and questions about the proposed redevelopment. The following FAQ represents the most commonly asked questions and provides information responding to them. 1. This is the first I have heard about this project. What did the city do to get the word out? Communication is a strategic priority for the city. The project was first introduced in July 2023 through various channels, including email, social media, mailings, and the Chanhassen Villager. For a comprehensive overview, please refer to the communication packet. 2. What will the traffic be like? / Traffic in this area is already challenging This concern has been on the city’s radar even without the proposed redevelopment. The city is reconstructing Market Blvd in 2025 and that project includes improvements that will make exiting nearby developments onto Market Blvd safer and more accessible. A traffic study showed that with the project, intersections and turning movements will operate at acceptable levels of service in the AM and PM peak hours. Traffic from the project will be dispersed from multiple access points. The east building will mainly utilize Market Street to the south of the development in order to access Market Blvd. to the west or Great Plains Blvd. to the east. The west building will mainly access W. 78th Street. 3. What will happen to the Prince mural? The developer explored preserving the mural, but due to the state of the building and the mural being directly on the bricks, were not able to. The city does not have any legal authority to require preservation of the mural. The developer has identified a location on the new building to recreate a mural of the same scale. 4. Tell me more about the proposed Laredo Drive Extension? The extension aligns with the city's goal of creating walkable blocks. It provides pedestrian access to Market Street Station (Med Box Grille, Spalon Montage, etc.) and other 393 Page 2 of 4 businesses to the south. The continued roadway connection to Market Street Station is shown as an option for the future. Kraus-Anderson, the property owner of Market Street Station, does not have near-term plans to redevelop. The public roadway connection is shown as an option for the future. 5. Does this proposed development cause an increased need of fire trucks or fire staff? No, this specific development will not increase the need for fire trucks or staff. The City has anticipated growth figures for employment, households, and population within the city’s comprehensive plan, which is the basis for city growth. This proposed project is within those already anticipated growth figures. The city currently has ten full-time firefighters and twenty-six paid-on-call firefighters who provide a high level of service, responding to over 1,200 calls per year with an average response time of 6.5 minutes. 6. The project proposes 310 apartment units and approximately 14,880 square feet of commercial space. Is there enough parking proposed to support those figures? The project has access to a total of 575 parking spaces which includes 406 structured parking stalls. There are a total of 121 parking spaces, 64 of which are structured parking open to the public to support the leasable commercial spaces. This leaves 454 parking spaces reserved for residential tenants in the 310 apartments. This equates to an average of 1.5 parking spaces for every apartment unit. The city reviewed parking ratios for similar projects, considered a commercial market study that analyzed commercial parking, and an overall parking study to review the project and proposed parking, and based on the analysis of those pieces of information found that the proposed parking was adequate to meet parking demand. The same process was followed for The Venue/Aldi project. The city has not experienced parking issues from that project. 7. The two apartment buildings and commercial spaces will require both water and sewer services. How does the city ensure that the city’s utility system has the capacity to serve the project? As part of the plan review process the city’s engineering team assesses utility capacities to ensure adequate capacity to serve what is being proposed. The sewer and water infrastructure downtown was planned to accommodate these types of uses/densities. There is adequate sewer and water infrastructure to service the proposed development. 8. How does the city evaluate the proposed landscaping plan and the species of plants being proposed? The city's environmental resources specialist and forestry consultant review and approve all proposed planting plans during the entitlement and plan review process to ensure they meet or exceed city requirements and will be viable. 394 Page 3 of 4 9. The developer proposes providing a small percentage of electric vehicle charging stations with the project. How does the city review proposed electrical vehicle charging proposals? The city doesn't mandate a specific percentage of parking stalls with EV chargers. Charging stations are the decisions of private property owners based on current and predicted market demand. The fire marshal reviews plans for compliance with building and fire codes. 10. What is TIF Financing, and why does this project need it? Tax Increment Financing allows a project that would not otherwise be financially viable to be built, often with the intent of spurring redevelopment. The current property taxes paid today by each property in the TIF District are frozen and continue to be paid to the School District, County, City, etc. A percentage of the increased property taxes are rebated to the developer for up to 16 years. TIF payments are pay-as-you-go, and the developer only receives the rebate payments on taxes paid by the property. Once the TIF note is repaid, the increased property taxes are paid to the School District, County, City, etc. TIF allows for local taxing bodies to make a joint investment in the development or redevelopment of an area, with the intent that any short-term gains be reinvested and leveraged so that all taxing bodies will receive larger financial gains in the future. 11. Is Roers Company a reputable developer? I’ve heard they had to pay tenants to break leases in a Milwaukee project? Roers Companies had a development project in Milwaukee Wisconsin that involved repurposing a Briggs & Stratton manufacturing building originally constructed in 1906 where prior uses created environmental issues that weren’t able to be resolved. The developer has completed their due diligence in assessing the environmental conditions of the site in Chanhassen. Roers Companies has completed or is in progress with multifamily residential projects throughout the metro area, including West St. Paul, Lakeville, St. Louis Park, Fridley, Blaine, Shakopee, Minnetonka, and Victoria. 12. I’m still concerned about traffic. Tell me more about what has been done to study this. The project completed a traffic impact assessment in addition to a city-contracted downtown traffic study. The study indicates minimal impact on the operations of the roadway network, with anticipated acceptable levels of service during peak hours. The site is anticipated to generate 3,015 daily trips, including 259 AM peak hour 395 Page 4 of 4 trips (105 entering and 154 exiting) and 257 PM peak hour trips (157 entering and 100 exiting). This trip generation estimate should be considered extremely conservative (estimating high) because it was assumed all retail/restaurant space was occupied by a highly trip-intensive land use (high turnover sit-down restaurant). Less trip-intensive uses will likely occupy some portion of this retail restaurant space. The traffic model estimate was also not offset by trips from existing site uses. The site will utilize two access points (both existing), a primary access at 78th Street & Laredo Drive, and a secondary access to Market Street through connected parking lots. A capacity analysis was performed for Existing Year (2023), Future Year (2045) No-Build, and Future Year (2045) Build conditions. In all scenarios, it determined that study intersections and movements adjacent to the proposed project are anticipated to operate at acceptable levels of service during all hours, including in the AM and PM peak hours. 396 Page 1 of 1Date:1/10/2024DISCLAIMER: Based on the information provided, all dimensions and luminaire locationsshown represent recommended positions. Actual performance of any manufacturer's luminairesmay vary due to changes in electrical voltage, tolerance in LEDs and othervariable field conditions. Calculations do not include obstructions such as buildings,curbs, landscaping or any other architectural elements unless noted.Fixture nomenclature to be finalized by engineer and/or architect.This drawings is for photometric evaluation purposes only andshould not be used as a construction document or as a final documentfor ordering product.Designed By: K. TomczakChanhassen ApartmentsChecked By: Rob ChasséScale: 1" = 25'Luminaire ScheduleSymbolQtyCalculation SummaryLabelUnitsAvgLabelMountingHeightLum. WattsLLFDescription2MaxMinAvg/MinP12054.1290.900OPF-S-A02-740-T4MMax/MinParking Lot #1Fc1.444.31P20.52090.680.900OPF-S-A04-740-T5W2.888.601P32063.590.900OPF-S-A03-740-T4M3P4Roadway2041.880.900OPF-S-A01-740-T2MFc1.233.30.26.1516.50SETSETSETSET ACCESSACCESSRETAIL PARKING2,309 SFTERRACE7,674 SFAMENITY1,990 SFRETAIL248 SFRRACEFE2,992 SFNO PARKINGHCCEECHHCCEEHHHHEEEEHHDDSTSTSTSTCONCRETE RAMP / LOADING DOCKSSSTP1P1P2P3P4P4P40.5 0.5 0.6 0.7 0.6 0.6 0.5 0.5 0.5 0.5 0.5 0.6 0.6 0.60.7 0.7 0.8 1.0 0.9 0.8 0.7 0.7 0.6 0.6 0.7 0.8 1.0 1.10.6 0.8 0.9 1.2 1.5 1.4 1.1 0.9 0.7 0.7 0.7 0.8 1.1 1.6 2.0 1.7 0.60.7 0.9 1.3 1.8 2.1 2.0 1.5 1.1 0.8 0.8 0.8 1.0 1.4 2.2 3.2 3.2 1.00.8 1.0 1.6 2.2 2.4 2.4 1.9 1.2 1.0 0.8 0.8 1.1 1.7 3.0 4.0 4.3 1.40.8 1.1 1.6 2.2 2.4 2.3 1.8 1.2 0.9 0.8 0.8 1.0 1.7 2.9 4.0 4.3 1.40.7 0.9 1.3 1.8 2.1 0.8 0.8 0.9 1.5 2.3 3.2 3.2 1.00.7 0.9 1.0 1.3 1.6 1.2 1.7 2.1 1.8 0.70.8 0.9 1.0 1.1 1.3 1.1 1.4 1.4 1.1 0.60.8 0.9 1.0 1.2 1.3 0.7 0.7 0.6 0.6 0.6 0.6 0.7 1.1 1.2 1.2 0.9 0.60.8 1.0 1.2 1.5 1.6 1.2 1.1 0.9 0.8 0.8 0.9 1.3 1.5 1.5 1.3 1.0 0.71.5 2.1 2.6 2.1 1.7 1.3 1.1 1.1 1.4 1.8 2.3 2.6 2.0 1.4 0.91.9 2.9 3.7 3.1 2.3 1.6 1.1 1.2 1.6 2.4 3.2 3.6 2.9 1.8 1.11.8 3.2 3.9 3.6 2.4 1.3 0.9 0.9 1.3 2.4 3.6 3.8 3.1 1.7 0.92.2 3.1 2.7 1.5 0.6 0.21.4 2.8 2.1 1.2 0.6 0.21.1 1.7 1.5 1.0 0.5 0.20.7 1.1 1.1 0.8 0.5 0.20.6 0.9 0.9 0.8 0.5 0.20.5 0.9 0.9 0.8 0.5 0.20.7 1.1 1.1 0.9 0.6 0.31.0 1.7 1.5 1.1 0.7 0.41.4 2.7 2.2 1.4 0.9 0.52.2 3.3 2.8 1.7 1.0 0.61.7 3.1 2.6 1.6 0.9 0.61.3 2.2 1.9 1.3 0.9 0.60.9 1.4 1.4 1.1 0.8 0.70.7 1.1 1.1 1.0 0.8 0.80.6 1.0 1.1 1.0 0.8 0.80.8 1.2 1.3 1.1 0.81.1 1.9 1.7 1.2 0.91.5 2.9 2.3 1.5 1.02.3 3.2 2.9 1.7 1.01.6 2.9 2.4 1.5 0.91.1 1.9 1.6 1.1 0.80.7 1.1 1.0 0.8 0.60.4 0.6 0.7 0.6 0.4 397 TRAFFIC IMPACT ANALYSIS CHANHASSEN APARTMENTS CHANHASSEN, MINNESOTA Prepared for: Roers Companies Prepared By: Kimley-Horn and Associates, Inc. 767 N Eustis Street Suit 100 Saint Paul, Minnesota 55114 MARCH 2024 398 Chanhassen Apartments – Chanhassen, MN Traffic Impact Analysis │ March 2024 2 TRAFFIC IMPACT ANALYSIS CHANHASSEN APARTMENTS CHANHASSEN, MINNESOTA REPORT CERTIFICATION I hereby certify that this report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. ________________________ March 7, 2024 Tim Klockziem, P.E. Date License No. 58860 399 3 Chanhassen Apartments – Chanhassen, MN Traffic Impact Analysis │ March 2024 TABLE OF CONTENTS INTRODUCTION....................................................................................................................................... 4 EXISTING ROADWAY CONDITIONS ............................................................................................................ 4 Existing Roadways ........................................................................................................................... 4 Existing Traffic Volumes ................................................................................................................... 4 Background Growth .......................................................................................................................... 5 Planned Transportation Projects ....................................................................................................... 5 PROPOSED DEVELOPMENT...................................................................................................................... 6 Site Trip Generation.......................................................................................................................... 6 Site Trip Distribution ......................................................................................................................... 6 Site Accesses and Assignment ......................................................................................................... 7 CAPACITY ANALYSIS ............................................................................................................................... 7 Existing Year (2023) Conditions ........................................................................................................ 8 Future Year (2045) No-Build Conditions ............................................................................................ 9 Future Year (2045) Build Conditions ............................................................................................... 11 CONCLUSIONS AND RECOMMENDATIONS ................................................................................................ 12 APPENDIX............................................................................................................................................ 12 LIST OF APPENDICES A.Exhibits B.Turning Movement Counts C.Proposed Development Layout Exhibit D.Market Boulevard Corridor Future Layout Exhibit E.SimTraffic Analysis Results 400 Chanhassen Apartments – Chanhassen, MN Traffic Impact Analysis │ March 2024 4 INTRODUCTION Roers Companies is proposing a mid-rise multifamily housing development for the southeast quadrant of the W 78th Street & Market Boulevard intersection. The site would be redeveloped into approximately 310 residential units and approximately 15,000 square feet of restaurant and retail space. The site is currently occupied by a hotel and unoccupied strip retail space. Exhibit 1 shows the proposed project location. All exhibits are included in Appendix A. EXISTING ROADWAY CONDITIONS The proposed development is located the southeast quadrant of the W 78th Street & Market Boulevard intersection. The following intersections were included in the traffic capacity analysis: • W 78th Street & Market Boulevard (Traffic Signal) • Market Boulevard & Market Square North Driveway (Side Street Stop) • Market Boulevard & Market Street (Side Street Stop) • W 78th Street & Laredo Drive (Traffic Signal) • Great Plains Blvd & Market Street (Side Street Stop) The study intersections listed above are shown in Exhibit 1. EXISTING ROADWAYS The proposed development will utilize the existing access points on W 78th Street, Market Boulevard and Market Street. The following are brief summaries of the existing study roadways. Market Boulevard is classified as an Urban Major Collector. Market Boulevard is generally a four-lane undivided roadway near the project site which runs north-south. According to data from the MnDOT Traffic Mapping Application, the Average Annual Daily Traffic (AADT) was 12,800 vehicles per day (vpd) between W 78th Street and TH 5 in 2021. The posted speed limit on Market Boulevard is 30 mph. Market Boulevard is programmed for reconstruction in 2025. W 78th Street is classified as an Urban Major Collector. W 78th Street is a four-lane, divided roadway with dedicated left turn lanes throughout the study area. According to the MnDOT Traffic Mapping Application, the AADT was 10,000 vehicles per day (vpd) between Great Plains Boulevard and Kerber Boulevard in 2021. The posted speed limit on W 78th Street is 30 mph. Market Street is a two-lane undivided roadway which runs east-west and provides access to businesses to the north. The roadway is classified as a local roadway; no AADT data is available. Exhibit 2 provides the existing intersection geometry and intersection control for the study intersections. EXISTING TRAFFIC VOLUMES Turning movement counts at all study intersections were recently collected by Kimley-Horn as part of the Traffic Study regarding the Market Boulevard Corridor. Existing turning movement counts were collected at the study intersections on Monday, May 22nd and Wednesday, May 24th, 2023. The count data included vehicles, as well as bicycles and pedestrians. 401 5 Chanhassen Apartments – Chanhassen, MN Traffic Impact Analysis │ March 2024 The AM peak hour for this study was determined to be 7:30 AM to 8:30 AM and the PM peak hour 4:30 PM to 5:30 PM. Exhibit 3 provides the AM and PM peak hour vehicle turning movement volumes for Existing (2023) Conditions. The existing traffic count data is attached in Appendix B. BACKGROUND GROWTH Future traffic was projected through the study area to estimate peak hour traffic at study intersections for the Design Year (2045) without the proposed development at the study site. Future traffic forecasts consist of two main components: background growth and traffic from other planned developments. Background growth associated with local and regional population and employment increases was determined using projections from the City of Chanhassen and Carver County 2040 Transportation Plans. The annual growth rates along Market Boulevard and W 78th Street are forecasted to vary between 0 and 0.6 percent. Based on these forecasted traffic volumes, a 0.5% growth rate is recommended for Market Boulevard and W 78th Street. Two other nearby developments are anticipated to have an effect on the future volumes within the study area: 1. Near the Great Plains Boulevard & Market Street intersection, there is an existing parking garage that was a park-and-ride lot for SouthWest Transit. This park-and-ride lot is no longer served by regular transit service. This site may be repurposed at some point in the future. For the purposes of this study, it was assumed that the lot would be redeveloped into a land use like other recent redevelopment sites in Downtown Chanhassen. The trip generation of a potential redevelopment of this site was estimated using the trip generation rates for 200 units of mid-rise multifamily housing and 6,000 square feet of retail/restaurant space. The site trip distribution for this development is shown in Exhibit 4 and the total trip assignment for this development is shown in Exhibit 5. 2. The City of Chanhassen has proposed a concept for a civic campus adjacent to City Hall. This plan includes the addition of a park, recreational areas, a performance space, and a new City Hall building which will include a senior center. The entering and exiting volumes on the north leg of the W 78th Street and Market Boulevard intersection have been increased by 10% in addition to the background growth to account for the increased volume due to redevelopment of this site. Additional traffic anticipated for this development is shown in Exhibit 6. These annual growth rates and the trips generated by other developments were applied to Existing (2023) traffic volumes to develop the Future Year (2045) traffic volumes. Exhibit 7 shows the Future Year No- Build (2045) turning movement volumes. PLANNED TRANSPORTATION PROJECTS The city has a programmed project to reconstruct Market Boulevard from TH 5 to Chan View. This reconstruction project is expected to change the intersection geometry at several study intersections. It is expected that the intersection of Market Boulevard & Market Square North Driveway is reconstructed as a mini-roundabout. The intersection of Market Boulevard & Market Street is expected to be converted from a full access intersection to a ¾ access intersection, which will restrict minor street left turn movements. The lane configuration of the W 78th Street & Market Boulevard intersection is also expected to be modified. This project is still in the preliminary design phase and multiple design alternatives are still being evaluated. The most recent available layout of the most likely preferred alternative is included in Appendix D. The modifications associated with the Market Boulevard Improvement Project are included in the No Build and the Build Conditions operations analysis. The lane geometry for future scenarios is illustrated in Exhibit 8. 402 Chanhassen Apartments – Chanhassen, MN Traffic Impact Analysis │ March 2024 6 PROPOSED DEVELOPMENT SITE TRIP GENERATION The trip-generating potential of the proposed development was calculated using the Institute of Transportation Engineers (ITE) Trip Generation Manual, Eleventh Edition. Standard ITE trip rates were used to develop the anticipated total trips generated by the site. The site is proposed to be redeveloped into two residential buildings with ground floor retail space, totaling up to 310 residential units and up to 15,000 square feet of restaurant and retail space. The average rate for ITE Land Use Code (LUC) 221 (Multifamily Housing Mid-Rise) was used to estimate trips generation potential of the residential units. ITE LUC 932 (High Turnover Sit-Down Restaurant) was used to calculate the trip generation potential of the restaurant and retail space. Specific uses for the retail space are not yet known. The trip generation potential for High Turnover Sit-Down restaurant is higher than most typical retail uses and thus represents a conservative estimate of the trip generation for the restaurant/retail portion of the site. Table 1 provides a summary of the number of trips anticipated to be generated during the weekday AM and PM peak hours. As shown, the site is anticipated to generate 259 new trips during the AM peak hour (105 entering, 154 exiting) and 257 new trips during the PM peak hour (157 entering, 100 exiting). The trip generation estimate for the proposed development was not adjusted for pass-by trips, internal capture on the site, or offset by trips generated by the existing land uses. Table 1 – Site Trip Generation SITE TRIP DISTRIBUTION The site trips were distributed to the adjacent roadways based on the current traffic patterns in the area and a general assessment of the major regional roadways surrounding the study area. In general, the following global trip distribution was assumed for the development: • 25-30% to/from the east via TH 5 • 10-15% to/from the east via W 78th Street • 20-30% to/from the west via W 78th Street • 30-40% to/from the South via Market Boulevard Land Use Description Intensity Daily AM Peak Hour PM Peak Hour In Out Total In Out Total Multifamily Housing Mid Rise (LUC 221) 310 Units 1,407 26 89 115 74 47 121 High Turnover Sit-Down Restaurant (LUC 932) 15,000 SF 1,608 79 65 144 83 53 136 Total Site Generated Trips (Unadjusted) 3,015 105 154 259 157 100 257 403 7 Chanhassen Apartments – Chanhassen, MN Traffic Impact Analysis │ March 2024 SITE ACCESSES AND ASSIGNMENT The proposed site will have two (2) accesses. The primary access to the site will be located at W 78th Street & Laredo Drive. It is assumed that this access will be utilized primarily by residents of the building on the west portion of the site and all restaurant/retail trips as it is closest to the access to parking for this building and all the retail portions to the site. There will be secondary access to Market Street via connected parking lots south of the proposed development. It is assumed that residents of the building on the east portion of the site will utilize Market Street as it closest to the entrance to the resident parking for this building. The proposed site plan is included in Appendix C. The site trip distribution and assignment associated with the retail space and west building residential space are illustrated in Exhibit 9 and Exhibit 10. The site trip distribution and assignment associated with the east building residential and retail space are illustrated in Exhibit 11 and Exhibit 12. CAPACITY ANALYSIS A capacity analysis was performed to quantify the delay and level of service at the study intersections during the weekday AM and PM peak hours. The capacity analysis was performed using Synchro/SimTraffic except for roundabouts, which were analyzed using the roundabout analysis software Rodel with an 85% confidence interval. Existing signal timings used in the analysis unless otherwise noted. The capacity of an intersection quantifies its ability to accommodate traffic volumes and is measured in average delay per vehicle. It is expressed in terms of level of service (LOS) which ranges from A to F, with LOS A as the highest (best traffic flow and least delay), LOS E as saturated or at-capacity conditions, and LOS F as the lowest (oversaturated conditions). The LOS grades shown below, which are provided in the Transportation Research Board’s Highway Capacity Manual (HCM), quantify and categorize the driver’s discomfort, frustration, fuel consumption, and travel times experienced as a result of intersection control and the resulting traffic queuing. A detailed description of each LOS rating can be found in Table 2. The range of control delay for each rating (as detailed in the HCM) is also shown in Table 2. Because signalized intersections are expected to carry a larger volume of vehicles and stopping is required during red time, higher delays are tolerated for the corresponding LOS ratings. 404 Chanhassen Apartments – Chanhassen, MN Traffic Impact Analysis │ March 2024 8 Table 2 – Level of Service Information Level of Service Average Control Delay (seconds/vehicle) Description A 0-10 (Unsignalized); 0-10 (Signalized) Minimal control delay; traffic operates at primarily free-flow conditions; unimpeded movement within traffic stream. B >10-15 (Unsignalized); >10-20 (Signalized) Minor control delay at signalized intersections; traffic operates at a fairly unimpeded level with slightly restricted movement within traffic stream. C >15-25 (Unsignalized); >20-35 (Signalized) Moderate control delay; movement within traffic stream more restricted than at LOS B; formation of queues contributes to lower average travel speeds. D >25-35 (Unsignalized); >35-55 (Signalized) Considerable control delay that may be substantially increased by small increases in flow; average travel speeds continue to decrease. E >35-50 (Unsignalized); >55-80 (Signalized) High control delay; average travel speed no more than 33 percent of free flow speed. F >50 (Unsignalized); >80 (Signalized) Extremely high control delay; extensive queuing and high volumes create exceedingly restricted traffic flow. Traffic models for each scenario were developed using Synchro/SimTraffic, and the delay and queueing were evaluated for each scenario. The scenarios that were analyzed are as follows: • Existing Year (2023) • Future Year (2045) No-Build • Future Year (2045) Build EXISTING YEAR (2023 ) CONDITIONS A capacity analysis was performed for Existing Year (2023) conditions in order to develop baseline operating conditions for the current year. The analysis was performed using Synchro/SimTraffic. The five study intersections were modeled with the existing geometry and intersection control as summarized in Exhibit 2. The traffic volumes are provided in Exhibit 3. The results of the analysis are provided in Table 3. 405 9 Chanhassen Apartments – Chanhassen, MN Traffic Impact Analysis │ March 2024 Table 3 – Existing Year (2023) Intersection Analysis Intersection Vehicle Delay (LOS) AM Peak Hour PM Peak Hour Left* Through Right Overall Left* Through Right Overall W 78th Street & Market Boulevard Signal EB A (9.2) A (9.8) A (3.7) A (8.2) B (11.7) B (15.1) A (4.7) B (14.0) WB A (8.9) A (5.0) A (2.6) B (14.6) A (9.7) A (6.7) NB B (18.1) B (13.6) A (5.9) C (28.8) B (17.3) A (8.5) SB B (13.8) B (14.7) A (3.6) B (14.7) B (19.5) A (7.0) Market Boulevard & Market Sq. North Driveway Side Street Stop EB A (8.7) A (3.4) - (-) C (18.3) C (24.8) A (6.1) - (-) WB A (8.6) A (8.1) C (19.4) C (24.1) A (7.7) NB A (2.9) A (0.6) A (0.2) A (4.9) A (1.9) A (0.3) SB A (3.3) A (0.8) A (0.5) A (4.7) A (1.4) A (0.8) Market Boulevard & Market Street Side Street Stop EB B (10.2) A (3.6) - (-) B (14.4) C (22.5) A (4.7) - (-) WB A (6.8) A (2.9) C (18.3) A (8.1) NB A (3.4) A (1.4) A (1.1) A (6.2) A (2.7) A (1.2) SB A (4.1) A (0.4) A (0.2) A (5.2) A (0.7) A (0.7) W 78th Street & Laredo Boulevard Signal EB A (7.7) A (4.8) A (3.1) A (7.2) A (9.2) A (5.7) A (4.1) A (8.2) WB A (5.2) A (5.0) A (2.0) A (8.2) A (5.8) A (3.5) NB C (24.9) B (15.7) A (6.3) C (25.6) C (34.4) B (13.0) SB C (25.1) B (18.4) A (5.3) C (28.1) C (25.6) A (7.2) Great Plains Boulevard & Market Street Side Street Stop EB A (5.8) A (2.7) - (-) A (8.4) A (3.2) - (-) WB A (6.8) A (3.5) B (10.0) B (12.5) A (4.8) NB A (2.5) A (0.5) A (0.3) A (2.8) A (0.3) A (0.1) SB A (3.5) A (1.3) A (1.1) A (4.2) A (1.1) A (1.1) Note: Overall intersection delay not shown for side street stop controlled intersection as doing so can mask poor side street operations. Based on the Existing Year (2023) capacity analysis, both signalized intersections operate at LOS B or better in the AM and PM peak hour. All movements at unsignalized intersections operate at LOS C or better during the AM and PM peak hours. The queueing results were reviewed, and the following movements were determined to have an Existing (2023) queues approaching capacity, based on the 95th percentile queueing results: • Westbound left turn at W 78th Street & Market Boulevard (AM and PM Peak Hours) • Southbound left turn at W 78th Street & Laredo Drive (AM and PM Peak Hours) All other 95th percentile queue lengths are anticipated to be maintained within their respective storage bays. The Existing (2023) SimTraffic reports are included in Appendix E. FUTURE YEAR (2045) NO-BUILD CONDITIONS A capacity analysis was performed for Future Year (2045) No-Build conditions in order to develop baseline operating conditions for the opening year. The analysis was performed using Synchro/SimTraffic. The study intersections were modeled with geometric changes proposed as part of the Market Boulevard corridor 406 Chanhassen Apartments – Chanhassen, MN Traffic Impact Analysis │ March 2024 10 study, as shown in Appendix D. The Future Year (2045) No-Build traffic volumes were determined by growing the Existing (2023) traffic volumes by 22 years and adding the site trips from background developments (Exhibits 5 and 6). The traffic volumes are provided in Exhibit 7. Analysis of the Market Boulevard & Market Square North Driveway roundabout was conducted using the roundabout analysis software Rodel rather than SimTraffic, with a confidence interval of 85% applied to be conservative. The results of the analysis are provided in Table 4. Table 4 – Future Year (2045) No -Build Intersection Analysis Intersection Vehicle Delay (LOS) AM Peak Hour PM Peak Hour Left* Through Right Overall Left* Through Right Overall W 78th Street & Market Boulevard Signal EB B (10.1) B (10.7) A (4.3) A (8.9) B (19.3) C (22.1) A (8.8) C (20.3) WB B (10.0) A (6.7) A (2.2) C (21.6) B (15.9) A (2.6) NB B (19.6) B (12.7) A (4.4) D (38.9) B (18.4) A (9.8) SB C (21.6) B (13.5) A (3.4) C (22.6) B (18.5) A (7.1) Market Boulevard & Market Sq. North Driveway Rounda- bout EB A (5.4) A (5.6) B (11.0) A (9.5) WB A (4.8) A (6.9) NB A (6.1) A (9.2) SB A (4.8) A (7.3) Market Boulevard & Market Street Side Street Stop EB A (3.4) - (-) A (6.3) - (-) WB A (3.2) B (11.6) NB A (3.1) A (0.3) A (0.2) A (6.7) A (2.1) A (0.5) SB A (2.8) A (0.3) A (0.2) A (6.6) A (1.0) A (0.6) W 78th Street & Laredo Boulevard Signal EB A (8.4) A (5.3) A (3.6) A (7.8) B (10.1) A (5.8) A (3.6) A (8.9) WB B (10.5) A (6.3) A (2.1) A (9.3) A (7.4) A (2.1) NB C (21.4) B (19.8) A (5.9) C (28.9) C (22.8) B (11.7) SB C (23.6) C (23.0) A (5.7) C (31.6) C (26.9) A (8.6) Great Plains Boulevard & Market Street Side Street Stop EB A (9.2) A (3.3) - (-) B (10.9) A (3.7) - (-) WB A (6.9) A (3.3) B (12.5) B (10.7) A (4.3) NB A (3.0) A (0.2) A (0.2) A (3.1) A (0.3) A (0.1) SB A (3.6) A (1.0) A (1.0) A (5.1) A (1.2) A (1.3) Note: Overall intersection delay not shown for side street stop controlled intersection as doing so can mask poor side street operations. With the addition of background traffic growth, the study area intersections are projected to experience small changes in delay with the majority of movements and approaches projected to operate with similar LOS as compared to existing conditions. All intersections are anticipated to operate at LOS C or better and all individual movements operate at LOS D or better. The queueing results were reviewed, and the following movements were determined to have Future Year (2045) No Build queues approaching capacity, based on the 95th percentile queueing results: • Westbound left turn at W 78th Street & Market Boulevard (AM and PM Peak Hours) • Northbound left turn at W 78th Street & Market Boulevard (PM Peak Hour) 407 11 Chanhassen Apartments – Chanhassen, MN Traffic Impact Analysis │ March 2024 • Southbound left turn at W 78th Street & Laredo Drive (AM and PM Peak Hours) The SimTraffic reports are provided in Appendix E. FUTURE YEAR (2045) B UILD CONDITIONS Future Year (2045) Build conditions were analyzed to determine any traffic impacts from the addition of the site traffic to the study intersections. Future Year (2045) Build turning movement volumes were developed by adding the site trips in Exhibits 10 and 12 to the Future Year (2045) No-Build turning movement volumes in Exhibit 7. The Future Year (2045) Build turning movement volumes are shown in Exhibit 13. Signal timings were optimized at key study area intersections. Analysis was conducted using the same geometry as the Future Year (2045) No Build scenario. The results of the analysis are provided in Table 5. Table 5 – Future Year (2045) Build Intersection Analysis Intersection Vehicle Delay (LOS) AM Peak Hour PM Peak Hour Left* Through Right Overall Left* Through Right Overall W 78th Street & Market Boulevard Signal EB A (9.2) B (11.3) A (4.7) A (9.5) C (20.0) C (25.3) B (10.1) C (21.6) WB B (11.2) A (6.2) A (2.2) C (25.7) B (15.7) A (3.1) NB C (21.0) B (15.5) A (5.7) D (39.8) C (20.5) B (10.9) SB C (21.0) B (16.2) A (4.3) C (23.4) B (18.0) A (9.0) Market Boulevard & Market Sq. North Driveway Rounda- bout EB A (5.0) A (6.0) A (7.7) B (10.6) WB A (5.0) A (7.3) NB A (5.7) B (12.7) SB A (6.6) B (10.1) Market Boulevard & Market Street Side Street Stop EB A (4.8) - (-) A (6.8) - (-) WB A (3.4) C (16.8) NB A (3.5) A (0.4) A (0.2) A (7.1) A (3.0) A (0.9) SB A (3.5) A (0.9) A (0.8) A (6.4) A (1.0) A (0.9) W 78th Street & Laredo Boulevard Signal EB B (10.0) A (8.1) A (5.4) B (10.0) B (12.7) B (10.0) A (7.2) B (11.1) WB A (9.1) A (8.2) A (2.7) B (14.2) A (9.1) A (2.4) NB C (21.3) C (25.7) B (10.0) C (25.8) C (27.7) B (15.0) SB C (23.9) C (26.3) A (6.0) C (25.8) C (21.1) A (8.2) Great Plains Boulevard & Market Street Side Street Stop EB A (8.4) A (3.5) - (-) B (13.8) A (4.1) - (-) WB A (7.5) A (3.5) B (12.1) B (10.8) A (4.8) NB A (2.4) A (0.2) A (0.2) A (3.4) A (0.3) A (0.2) SB A (3.8) A (1.2) A (1.0) A (5.4) A (1.6) A (1.5) Note: Overall intersection delay not shown for side street stop controlled intersection as doing so can mask poor side street operations. With the addition of site-generated traffic, the study area intersections are projected to experience very little change in delay with the majority of movements and approaches projected to operate at the same LOS as compared to Future Year (2045) No-Build Conditions. All intersections are anticipated to operate at LOS C 408 Chanhassen Apartments – Chanhassen, MN Traffic Impact Analysis │ March 2024 12 or better and all individual movements are anticipated to operate at LOS D or better during the AM and PM peak hours. The queueing results were reviewed, and the following movements were determined to have Future Year (2045) Build scenario queues approaching capacity, based on the 95th percentile queueing results: • Westbound left turn at W 78th Street & Market Boulevard (AM and PM Peak Hours) • Northbound left turn at W 78th Street & Market Boulevard (PM Peak Hour) • Southbound left turn at W 78th Street & Laredo Drive (AM and PM Peak Hours) • Eastbound left turn at W 78th Street & Laredo Drive (PM Peak Hour) No mitigations are needed to the roadway network in order to accommodate the site generated traffic. Results of the analysis are included in Appendix E. CONCLUSIONS AND RECOMMENDATIONS Roers Companies is proposing a mid-rise multifamily housing development for the southeast quadrant of the W 78th Street & Market Boulevard intersection. The site would be redeveloped from a hotel into 310 residential units and 15,000 square feet of restaurant and retail space. The site is currently occupied by a hotel and strip retail space. The site is anticipated to generate 3,015 daily trips including 259 AM peak hour trips (105 entering and 154 exiting) and 257 PM peak hour trips (157 entering and 100 exiting). This trip generation estimate should be considered extremely conservative because it was assumed all retail/restaurant space was occupied by a highly trip intensive land use (high turnover sit-down restaurant). It is likely that some portion of this retail restaurant space will be occupied by less trip intensive uses. The trip generation estimate was also not offset by trips from existing site uses. The site will utilize two access points (both existing), a primary access at 78th Street & Laredo Drive, and a secondary access to Market Street through connected parking lots. A capacity analysis was performed for Existing Year (2023), Future Year (2045) No-Build, and Future Year (2045) Build conditions. In all scenarios, the determined that study intersections and movements adjacent to the proposed project are anticipated to operate at acceptable levels of service in the AM and PM peak hours. The proposed development is anticipated to have a minimal impact on the operations of the roadway network. The proposed development is not anticipated to cause queueing issues in the Future Year (2045) Build scenario. APPENDIX A. Exhibits B. Turning Movement Counts C. Proposed Development Site Plans D. Market Boulevard Corridor Plans E. SimTraffic and Rodel Analysis Results 409 Chanhassen Apartments – Chanhassen, MN Traffic Impact Analysis │ March 2024 A. Exhibits 410 NOT TO SCALE W 78th St W 78th St Chan View 5 EXHIBIT 1 PROJECT SITE LOCATION AND STUDY AREA LEGEND Study Intersection Proposed Development Location West Residential Building East Residential Building 411 NOT TO SCALE W 78th St W 78th St Chan View 5 EXHIBIT 2 EXISTING GEOMETRY AND INTERSECTION CONTROL LEGEND Existing Study Intersection Existing Signal Control Existing Stop Control 412 NOT TO SCALE W 78th St W 78th St Chan View 5 LEGEND Study Intersection AM (PM) Peak Hour VolumesXX (X X) EXHIBIT 3 EXISTING (2023) TRAFFIC VOLUMES 413 NOT TO SCALE W 78th St W 78th St Chan View 5 EXHIBIT 4 TRIP DISTRIBUTION - BACKGROUND TRIPS LEGEND Study Intersection IN% [OUT%] Trip DistributionXX [X X] 414 NOT TO SCALE W 78th St W 78th St Chan View 5 LEGEND Study Intersection AM (PM) Peak Hour TripsXX (X X) EXHIBIT 5 MARKET STREET BACKGROUND DEVELOPMENT TRIPS 415 NOT TO SCALE W 78th St W 78th St Chan View 5 LEGEND Study Intersection AM (PM) Peak Hour TripsXX (X X) EXHIBIT 6 CITY HALL BACKGROUND TRIPS ADDED416 NOT TO SCALE W 78th St W 78th St Chan View 5 LEGEND Study Intersection AM (PM) Peak Hour VolumesXX (X X) EXHIBIT 7 FUTURE YEAR (2045) NO-BUILD TRAFFIC VOLUMES 417 NOT TO SCALE W 78th St W 78th St Chan View 5 EXHIBIT 8 FUTURE YEAR (2045) GEOMETRY AND INTERSECTION CONTROL LEGEND Study Intersection Future Signal Control Future Stop Control Future Roundabout 418 NOT TO SCALE W 78th St W 78th St Chan View 5 LEGEND Study Intersection IN% [OUT%] Site Traffic Distribution West Residential Building X X [X X] EXHIBIT 9 PROPOSED DEVELOPMENT TRIP DISTRIBUTION - WEST BUILDING419 NOT TO SCALE W 78th St W 78th St Chan View 5 LEGEND Study Intersection AM (PM) Peak Hour Site Traffic West Residential Building X X (X X) EXHIBIT 10 PROPOSED DEVELOPMENT SITE TRIPS - WEST BUILDING 420 NOT TO SCALE W 78th St W 78th St Chan View 5 EXHIBIT 11 PROPOSED DEVELOPMENT TRIP DISTRIBUTION - EAST BUILDING LEGEND Study Intersection IN% [OUT%] Site Traffic Distribution East Residential Building X X [X X] 421 NOT TO SCALE W 78th St W 78th St Chan View 5 LEGEND Study Intersection AM (PM) Peak Hour Site Traffic East Residential Building X X (X X) EXHIBIT 12 PROPOSED DEVELOPMENT SITE TRIPS - EAST BUILDING 422 NOT TO SCALE W 78th St W 78th St Chan View 5 LEGEND Study Intersection AM (PM) Peak Hour Volumes Development Location X X (X X) EXHIBIT 13 FUTURE YEAR (2045) BUILD TRAFFIC VOLUMES 423 Chanhassen Apartments – Chanhassen, MN Traffic Impact Analysis │ March 2024 B.Turning Movement Counts 14 424 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Market Blvd & Market SquareNorth DrivewaySite Code:Start Date: 05/24/2023Page No: 1Turning Movement DataStart TimeMarket Square North DrivewayMarket Square North DrivewayMarket BlvdMarket BlvdEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total12:00 AM0030031000011400050200021112:15 AM000000000000030003020002512:30 AM100001000000000000010001212:45 AM0000000000000200020000002Hourly Total1030041000011900010050005201:00 AM00000000000001000100000011:15 AM00100100000004000400100161:30 AM10000110000101000100000031:45 AM0000000000000000000000000Hourly Total101002100001060006001001102:00 AM10000100000001000100000022:15 AM00000000000002000200000022:30 AM10000100000000000000000012:45 AM0010010000000200020100014Hourly Total20100300000005000501000193:00 AM10000100000003000300000043:15 AM00100100000000000003000343:30 AM00000010000102000204000473:45 AM1000010010010310040100017Hourly Total201003101002081009080008224:00 AM00001000000000001003000334:15 AM00000010000100000001000124:30 AM00000000001001000105000564:45 AM0000002000020200020400048Hourly Total00001030001303001301300013195:00 AM000000300003220004090009165:15 AM002002000000150006070007155:30 AM00000010000112100401010011165:45 AM00000010000119000100121001324Hourly Total0020025000055181002403820040716:00 AM20000200000015000601900019276:15 AM0010011000012120001401800018346:30 AM4020161000014110001503020032546:45 AM201013010001529200360254002969Hourly Total804021221000312572007109260098184425 7:00 AM40300711000224010043241600491017:15 AM40202620000244100045138900481017:30 AM801009100001155300592721100851547:45 AM60301920000266030069267160085165Hourly Total2209033161000713196700216721842002675218:00 AM50400912000344810053136900461118:15 AM9050114200002660300692571400731588:30 AM417011212101475120060354801651418:45 AM9050114001001146240080453170074169Hourly Total27121034944201103122110002621020048012585799:00 AM140800220000001358100722481400641589:15 AM90110020012003855100640572000771649:30 AM120800201020031759500814501100651699:45 AM5121002710000112627008126260070179Hourly Total4014800892140075023414002988217510027667010:00 AM511400201010021077000872605006717610:15 AM1207001900300318553007624413005915710:30 AM7020002710100210694008325512006918110:45 AM181130032103004185570080763160086202Hourly Total422540098308001156256140032613222460028171611:00 AM191180038513009118940010435620007923011:15 AM15017003232700122178700106381210010525511:30 AM1402401385160012317580011427315009025411:45 AM140190033702029268818001329851200106280Hourly Total6217801141204180242893303700456172956800380101912:00 PM1633210521026001826871700130487190011031012:15 PM20032005292700182287600115988110010829312:30 PM90300039314008276440095386190010825012:45 PM260220148100110021308911001306782600110309Hourly Total71311611191325280065105327380047022339750043611621:00 PM2313700614280014209150011667321001002911:15 PM161250042313027984400973771700972431:30 PM9128003851401101373200885711801942301:45 PM18114003333302913911100115455140073230Hourly Total664104001741571805405533922004161827670013649942:00 PM230210044628001617977001214661700872682:15 PM1602001369030012138230098510316001242702:30 PM200260046501006228080011018415001002622:45 PM1902300421040051898800124764150086257Hourly Total780900116821216003970357260045317317630039710573:00 PM161200037612009138730010358615001062553:15 PM1603103476020082497200123610213001212993:30 PM1302701403110051311390013539720001203003:45 PM191300050251310212010311001344921600112317Hourly Total6421080417417718104370400250049518377640045911714:00 PM2323301586070013229630112129218001123044:15 PM191270047619001623114400141109113001143184:30 PM2212000435050010189780012329925001263024:45 PM160270143527001426838001177892100117291Hourly Total8041070219122328005389390230150221371770046912155:00 PM242330059315009201095001344771800993015:15 PM122460060816001529121500155384120099329426 5:30 PM13137015190600152210050012758613001042975:45 PM122200034632001121995001254902100115285Hourly Total6171360120426519005092429200054116337640041712126:00 PM2102201433270012208560011128916001072736:15 PM19125004522410915809001042651500822406:30 PM2232601514040081186500102078800862476:45 PM130250038200002117060087177120090217Hourly Total7549802177114151031573212600404530951003659777:00 PM1412110373050081968400911711600882247:15 PM9114002421200585860072065600711727:30 PM90160025123006115030064452900651607:45 PM4017002131100585420064365100078168Hourly Total362681010794110024462301500291825341003027248:00 PM4012001611000264920057150300541298:15 PM11119003151100784620056142400471418:30 PM0070073010047320003903240036868:45 PM5090014003003743200520271002897Hourly Total201470068925001628170600204215112001654539:00 PM411300180010014330003713060037939:15 PM201100130000005281003401820020679:30 PM4050091020032190002111810020539:45 PM107008000000310000130103101435Hourly Total111360048103004149010010527612109124810:00 PM2030050000001810010012300153010:15 PM3020050010010800080340072110:30 PM0000001000111700080600061510:45 PM00000000000024200805200715Hourly Total505001010101242730034026900358111:00 PM201003000000050005011100122011:15 PM10300400000039000120400042011:30 PM2000020000000300030230051011:45 PM0000100000000600060300039Hourly Total504019000000323000260204002459Grand Total7793311412221955212501952104598904446291025627184416180612515213193Approach %39.81.758.40.1--46.210.942.50.4--15.879.05.20.0--3.680.815.60.0---Total %5.90.38.60.0-14.81.60.41.50.0-3.56.733.72.20.0-42.71.431.56.10.0-39.1-Lights7723011352-1939211471932-45388143612870-552918440758021-506212983% Lights99.190.999.5100.0-99.299.594.099.0100.0-98.799.098.198.6--98.3100.097.999.5100.0-98.398.4Buses0000-00000-011810-2002600-2646% Buses0.00.00.00.0-0.00.00.00.00.0-0.00.10.40.3--0.40.00.60.00.0-0.50.3Trucks7060-131120-486520-7505840-62154% Trucks0.90.00.50.0-0.70.52.01.00.0-0.90.91.50.7--1.30.01.40.50.0-1.21.2Bicycles on Road0300-30200-20210-30200-210% Bicycles onRoad0.09.10.00.0-0.20.04.00.00.0-0.40.00.00.3--0.10.00.00.00.0-0.00.1Bicycles onCrosswalk----10-----3-----1-----0--% Bicycles onCrosswalk----45.5-----30.0-----50.0-----0.0--Pedestrians----12-----7-----1-----2--% Pedestrians----54.5-----70.0-----50.0-----100.0--427 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Market Blvd & Market SquareNorth DrivewaySite Code:Start Date: 05/24/2023Page No: 405/24/2023 12:00 AMEnding At05/25/2023 12:00 AMLightsBusesTrucksBicycles on RoadOtherMarket Blvd [SB]OutInTotal5327506210389182644746213622400054215152105738024075184100260004580000200000002806416118412RTLUP510 0 4 2 1 503 Out 459 0 2 4 0 453 In 969 0 6 6 1 956 Total Market Square North Drive R 195 0 0 2 0 193 T 50 0 2 1 0 47 L 212 0 0 1 0 211 U 2 0 0 0 0 2 P 10 10 0 0 0 0 542155291095026204665751402350005514562711141OutInTotalMarket Blvd [NB]ULTRP0881436128700118100865200021000002089044462912Market Square North DriveTotal3671126503703In1939013301955Out1732113201748200002U7720700779L30003033T113506001141R00002222PTurning Movement Data Plot428 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Market Blvd & Market SquareNorth DrivewaySite Code:Start Date: 05/24/2023Page No: 5Turning Movement Peak Hour Data (11:00 AM)Start TimeMarket Square North DrivewayMarket Square North DrivewayMarket BlvdMarket BlvdEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total11:00 AM191180038513009118940010435620007923011:15 AM15017003232700122178700106381210010525511:30 AM1402401385160012317580011427315009025411:45 AM140190033702029268818001329851200106280Total62178011412041802428933037004561729568003801019Approach %44.00.755.30.0--47.69.542.90.0--19.572.48.10.0--4.577.617.90.0---Total %6.10.17.70.0-13.82.00.41.80.0-4.18.732.43.60.0-44.71.728.96.70.0-37.3-PHF0.8160.2500.8130.000-0.9280.7140.5000.6430.000-0.8750.7180.9270.5140.000-0.8640.4720.8680.8100.000-0.8960.910Lights621780-141203180-4189323370-44917293680-3781009% Lights100.0100.0100.0--100.0100.075.0100.0--97.6100.097.9100.0--98.5100.099.3100.0--99.599.0Buses0000-00000-00000-00000-00% Buses0.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.0Trucks0000-00100-10700-70200-210% Trucks0.00.00.0--0.00.025.00.0--2.40.02.10.0--1.50.00.70.0--0.51.0Bicycles on Road0000-00000-00000-00000-00% Bicycles onRoad0.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.0Bicycles onCrosswalk----0-----2-----0-----0--% Bicycles onCrosswalk----0.0-----100.0--------------Pedestrians----1-----0-----0-----0--% Pedestrians----100.0-----0.0--------------429 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Market Blvd & Market SquareNorth DrivewaySite Code:Start Date: 05/24/2023Page No: 6Peak Hour Data05/24/2023 11:00 AMEnding At05/24/2023 12:00 PMLightsBusesTrucksBicycles on RoadOtherMarket Blvd [SB]OutInTotal40337878100072900000041038079068293170000000020000000000000682951700RTLUP55 0 0 0 0 55 Out 42 0 0 1 0 41 In 97 0 0 1 0 96 Total Market Square North Drive R 18 0 0 0 0 18 T 4 0 0 1 0 3 L 20 0 0 0 0 20 U 0 0 0 0 0 0 P 2 2 0 0 0 0 391449840000279000000393456849OutInTotalMarket Blvd [NB]ULTRP08932337000000007000000000000089330370Market Square North DriveTotal3010100302In1410000141Out1600100161000000U62000062L100001T78000078R000011PTurning Movement Peak Hour Data Plot (11:00 AM)430 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Market Blvd & Market SquareNorth DrivewaySite Code:Start Date: 05/24/2023Page No: 7Turning Movement Peak Hour Data (3:45 PM)Start TimeMarket Square North DrivewayMarket Square North DrivewayMarket BlvdMarket BlvdEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total3:45 PM1913000502513102120103110013449216001123174:00 PM2323301586070013229630112129218001123044:15 PM191270047619001623114400141109113001143184:30 PM221200043505001018978001232992500126302Total835110011981963410608341026015191837472004641241Approach %41.92.555.60.0--31.710.056.71.7--16.079.05.00.0--3.980.615.50.0---Total %6.70.48.90.0-16.01.50.52.70.1-4.86.733.02.10.0-41.81.530.15.80.0-37.4-PHF0.9020.6250.8330.000-0.8530.7920.3000.6540.250-0.7140.9020.8990.5910.000-0.9200.4500.9440.7200.000-0.9210.976Lights8351100-198196341-6083406260-51518370720-4601233% Lights100.0100.0100.0--100.0100.0100.0100.0100.0-100.0100.099.0100.0--99.2100.098.9100.0--99.199.4Buses0000-00000-00100-10200-23% Buses0.00.00.0--0.00.00.00.00.0-0.00.00.20.0--0.20.00.50.0--0.40.2Trucks0000-00000-00300-30200-25% Trucks0.00.00.0--0.00.00.00.00.0-0.00.00.70.0--0.60.00.50.0--0.40.4Bicycles on Road0000-00000-00000-00000-00% Bicycles onRoad0.00.00.0--0.00.00.00.00.0-0.00.00.00.0--0.00.00.00.0--0.00.0Bicycles onCrosswalk----1-----0-----1-----0--% Bicycles onCrosswalk----100.0-----------100.0--------Pedestrians----0-----0-----0-----0--% Pedestrians----0.0-----------0.0--------431 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Market Blvd & Market SquareNorth DrivewaySite Code:Start Date: 05/24/2023Page No: 8Peak Hour Data05/24/2023 3:45 PMEnding At05/24/2023 4:45 PMLightsBusesTrucksBicycles on RoadOtherMarket Blvd [SB]OutInTotal52346098312332500000052746499172370180002000020000000000000723741800RTLUP50 0 0 0 0 50 Out 60 0 0 0 0 60 In 110 0 0 0 0 110 Total Market Square North Drive R 34 0 0 0 0 34 T 6 0 0 0 0 6 L 19 0 0 0 0 19 U 1 0 0 0 0 1 P 0 0 0 0 0 0 49951510142132350000005035191022OutInTotalMarket Blvd [NB]ULTRP08340626000100003000000000001083410261Market Square North DriveTotal3590000359In1980000198Out1610000161000000U83000083L500005T1100000110R000011PTurning Movement Peak Hour Data Plot (3:45 PM)432 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Market St & Great Plains BlvdSite Code:Start Date: 05/22/2023Page No: 1Turning Movement DataStart TimeMarket StPrivate DrivewayGreat Plains BlvdGreat Plains BlvdEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total3:30 PM10600720000266521074150300541373:45 PM3020053010045761008216010062153Hourly Total40800125010061114131015621104001162904:00 PM202004601007128131097255100581664:15 PM20800104060010897800113451300581914:30 PM0090096060012128131097451210581764:45 PM404008805001399750011176210070202Hourly Total80230031240180042413561920418172197102447355:00 PM301400176130010686900101352100561845:15 PM106007601100177106700120447010521965:30 PM20902112020047103200112251300561835:45 PM1050062170110205740081353100066163Hourly Total703402411622301414035222004141220314102307266:00 PM21400730200596300072047500521366:15 PM10700801000114520206815090060137*** BREAK ***-------------------------Hourly Total311100153120062311502014019714001122736:30 AM0020020020021151001741510020416:45 AM104025301004217200211220002353Hourly Total1060273030063323003853710043947:00 AM2030053010040204002401800018517:15 AM33400101040051327004032100024797:30 AM302005903001243870049536100421087:45 AM7080015805001346912008563800044157Hourly Total15317003521013003491593000198141131001283958:00 AM404008705001222960037538000431008:15 AM3050081040053246003322710030768:30 AM0030033030066193002823730042798:45 AM1040053030068487106402320025100Hourly Total8016002414015002919120221016291256001403559:00 AM10902103000038224203624311047969:15 AM301004101002930100400291003076Grand Total504125061799037601169163132710480160262976493010903040Approach %27.92.269.80.0--53.31.845.00.0--10.282.86.50.5--5.789.54.50.3---Total %1.60.14.10.0-5.93.00.12.50.0-5.65.443.73.40.3-52.72.032.11.60.1-35.9-433 Lights4841220-174901750-16615913181038-158862961493-10753003% Lights96.0100.097.6--97.2100.033.398.7--98.297.599.399.0100.0-99.1100.098.5100.0100.0-98.698.8Buses1000-10000-00600-60800-815% Buses2.00.00.0--0.60.00.00.0--0.00.00.50.00.0-0.40.00.80.00.0-0.70.5Trucks1020-30010-11110-30600-613% Trucks2.00.01.6--1.70.00.01.3--0.60.60.11.00.0-0.20.00.60.00.0-0.60.4Bicycles on Road0010-10200-23200-50100-19% Bicycles onRoad0.00.00.8--0.60.066.70.0--1.21.80.20.00.0-0.30.00.10.00.0-0.10.3Bicycles onCrosswalk----2-----0-----0-----0--% Bicycles onCrosswalk----33.3-----0.0--------------Pedestrians----4-----1-----0-----0--% Pedestrians----66.7-----100.0--------------434 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Market St & Great Plains BlvdSite Code:Start Date: 05/22/2023Page No: 305/22/2023 3:30 PMEnding At05/23/2023 9:30 AMLightsBusesTrucksBicycles on RoadOtherGreat Plains Blvd [SB]OutInTotal144410752519781536921300014561090254649961623008000060000100000000499766230RTLUP170 0 0 1 0 169 Out 169 0 2 1 0 166 In 339 0 2 2 0 335 Total Private Driveway [WB] R 76 0 0 1 0 75 T 3 0 2 0 0 1 L 90 0 0 0 0 90 U 0 0 0 0 0 0 P 1 1 0 0 0 0 11811588276986148311257000119916022801OutInTotalGreat Plains Blvd [NB]ULTRP81591318103000600011100320000000816313271040Market St [EB]Total3831460394In1741310179Out2090150215000000U48110050L400004T1220210125R000066PTurning Movement Data Plot435 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Market St & Great Plains BlvdSite Code:Start Date: 05/22/2023Page No: 4Turning Movement Peak Hour Data (4:45 PM)Start TimeMarket StPrivate DrivewayGreat Plains BlvdGreat Plains BlvdEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total4:45 PM4040088050013997500111762100702025:00 PM301400176130010686900101352100561845:15 PM106007601100177106700120447010521965:30 PM2090211202004710320011225130056183Total10033024322121004429392230044416212510234765Approach %23.30.076.70.0--50.02.347.70.0--6.588.35.20.0--6.890.62.10.4---Total %1.30.04.30.0-5.62.90.12.70.0-5.83.851.23.00.0-58.02.127.70.70.1-30.6-PHF0.6250.0000.5890.000-0.6320.6880.2500.4770.000-0.6470.8060.9250.6390.000-0.9250.5710.8550.4170.250-0.8360.947Lights100330-43220210-4329392230-4441621151-233763% Lights100.0-100.0--100.0100.00.0100.0--97.7100.0100.0100.0--100.0100.099.5100.0100.0-99.699.7Buses0000-00000-00000-00000-00% Buses0.0-0.0--0.00.00.00.0--0.00.00.00.0--0.00.00.00.00.0-0.00.0Trucks0000-00000-00000-00000-00% Trucks0.0-0.0--0.00.00.00.0--0.00.00.00.0--0.00.00.00.00.0-0.00.0Bicycles on Road0000-00100-10000-00100-12% Bicycles onRoad0.0-0.0--0.00.0100.00.0--2.30.00.00.0--0.00.00.50.00.0-0.40.3Bicycles onCrosswalk----2-----0-----0-----0--% Bicycles onCrosswalk----100.0--------------------Pedestrians----0-----0-----0-----0--% Pedestrians----0.0--------------------436 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Market St & Great Plains BlvdSite Code:Start Date: 05/22/2023Page No: 5Peak Hour Data05/22/2023 4:45 PMEnding At05/22/2023 5:45 PMLightsBusesTrucksBicycles on RoadOtherGreat Plains Blvd [SB]OutInTotal424233657000000011000424234658521116100000000000010000000052121610RTLUP39 0 0 0 0 39 Out 44 0 1 0 0 43 In 83 0 1 0 0 82 Total Private Driveway [WB] R 21 0 0 0 0 21 T 1 0 1 0 0 0 L 22 0 0 0 0 22 U 0 0 0 0 0 0 P 0 0 0 0 0 0 266444710000000101000267444711OutInTotalGreat Plains Blvd [NB]ULTRP02939223000000000000000000000029392230Market St [EB]Total77001078In43000043Out34001035000000U10000010L000000T33000033R000022PTurning Movement Peak Hour Data Plot (4:45 PM)437 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Market St & Great Plains BlvdSite Code:Start Date: 05/22/2023Page No: 6Turning Movement Peak Hour Data (7:15 AM)Start TimeMarket StPrivate DrivewayGreat Plains BlvdGreat Plains BlvdEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total7:15 AM33400101040051327004032100024797:30 AM302005903001243870049536100421087:45 AM70800158050013469120085638000441578:00 AM40400870500122296003753800043100Total17318003825017004211168320021119133100153444Approach %44.77.947.40.0--59.50.040.50.0--5.279.615.20.0--12.486.90.70.0---Total %3.80.74.10.0-8.65.60.03.80.0-9.52.537.87.20.0-47.54.330.00.20.0-34.5-PHF0.6070.2500.5630.000-0.6330.6940.0000.8500.000-0.8080.6880.6090.6670.000-0.6210.7920.8750.2500.000-0.8690.707Lights163160-35250170-4210166320-2081912910-149434% Lights94.1100.088.9--92.1100.0-100.0--100.090.998.8100.0--98.6100.097.0100.0--97.497.7Buses1000-10000-00200-20300-36% Buses5.90.00.0--2.60.0-0.0--0.00.01.20.0--0.90.02.30.0--2.01.4Trucks0010-10000-00000-00100-12% Trucks0.00.05.6--2.60.0-0.0--0.00.00.00.0--0.00.00.80.0--0.70.5Bicycles on Road0010-10000-01000-10000-02% Bicycles onRoad0.00.05.6--2.60.0-0.0--0.09.10.00.0--0.50.00.00.0--0.00.5Bicycles onCrosswalk----0-----0-----0-----0--% Bicycles onCrosswalk-------------------------Pedestrians----0-----0-----0-----0--% Pedestrians-------------------------438 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Market St & Great Plains BlvdSite Code:Start Date: 05/22/2023Page No: 7Peak Hour Data05/23/2023 7:15 AMEnding At05/23/2023 8:15 AMLightsBusesTrucksBicycles on RoadOtherGreat Plains Blvd [SB]OutInTotal199149348336011000000202153355112919000300001000000000000011331900RTLUP54 0 0 0 0 54 Out 42 0 0 0 0 42 In 96 0 0 0 0 96 Total Private Driveway [WB] R 17 0 0 0 0 17 T 0 0 0 0 0 0 L 25 0 0 0 0 25 U 0 0 0 0 0 0 P 0 0 0 0 0 0 170208378325202112000176211387OutInTotalGreat Plains Blvd [NB]ULTRP01016632000200000000100000000011168320Market St [EB]Total46112050In35111038Out11001012000000U16100017L300003T16011018R000000PTurning Movement Peak Hour Data Plot (7:15 AM)439 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Market St & Market BlvdSite Code:Start Date: 05/22/2023Page No: 1Turning Movement DataStart TimePrivate DriveMarket StMarket BlvdMarket BlvdEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total3:30 PM002800281422001834132700173387010913103:45 PM21220025304007241229001553105100109296Hourly Total215000531726002558254160032861921102006064:00 PM0021002170300103115370119111141001163384:15 PM00290029429001533139110018331120001153424:30 PM011200132040061810350012621360001382834:45 PM022600288060114371232001622114100117321Hourly Total038800912122201451195182501662847620048612845:00 PM4021002570301102411570014611061001082895:15 PM102100224040082812470015931071001113005:30 PM002000201115031726114700147290110942785:45 PM021700190010412411351014329500097260Hourly Total527900862211308361024662610595839831041011276:00 PM2122002541202715105130013311031001052706:15 PM101800194130081410690012917300074230*** BREAK ***-------------------------Hourly Total31400044825021529211220026221761001795006:30 AM1050061100026180002401920021536:45 AM005005300003540100461410004296Hourly Total10100011410005115810070160200631497:00 AM1020030000004425005113900040947:15 AM00500540100576280077244200481357:30 AM10100200300366070073179200821607:45 AM10100210100286611008527570084173Hourly Total30900125050010252303100286623711002545628:00 AM10000130200595570071069000691468:15 AM000000201003126580085361100651538:30 AM308001110000185130062141100431178:45 AM009009701018126713009206120063172Hourly Total401700211304011741238310031042324002405889:00 AM00100010201023137450092050100511569:15 AM111100135020079567007254320050142Grand Total19831400341978580141634072105164112677401864272019335114Approach %5.62.392.10.0--59.54.935.60.0--15.278.66.10.0--2.196.41.40.1---Total %0.40.26.10.0-6.71.90.21.10.0-3.28.041.23.20.0-52.30.836.40.50.0-37.8-440 Lights1883120-338947570-15839520631591-2618391825252-18915005% Lights94.7100.099.4--99.196.987.598.3--96.997.198.097.0100.0-97.897.597.992.6100.0-97.897.9Buses0000-00000-011300-1401500-1529% Buses0.00.00.0--0.00.00.00.0--0.00.20.60.00.0-0.50.00.80.00.0-0.80.6Trucks1010-23110-5112740-4212420-2776% Trucks5.30.00.3--0.63.112.51.7--3.12.71.32.40.0-1.62.51.37.40.0-1.41.5Bicycles on Road0010-10000-00210-30000-04% Bicycles onRoad0.00.00.3--0.30.00.00.0--0.00.00.10.60.0-0.10.00.00.00.0-0.00.1Bicycles onCrosswalk----0-----2-----1-----0--% Bicycles onCrosswalk----------14.3-----100.0--------Pedestrians----0-----12-----0-----0--% Pedestrians----------85.7-----0.0--------441 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Market St & Market BlvdSite Code:Start Date: 05/22/2023Page No: 305/22/2023 3:30 PMEnding At05/23/2023 9:30 AMLightsBusesTrucksBicycles on RoadOtherMarket Blvd [SB]OutInTotal214018914031131528292756202000218419334117251825392001500022410000000000002718644020RTLUP212 0 1 5 0 206 Out 163 0 0 5 0 158 In 375 0 1 10 0 364 Total Market St [WB] R 58 0 0 1 0 57 T 8 0 0 1 0 7 L 97 0 0 3 0 94 U 0 0 0 0 0 0 P 14 14 0 0 0 0 223226184850151429284270134000227626774953OutInTotalMarket Blvd [NB]ULTRP13952063159001130001127400021000001140721051641Private Drive [EB]Total76511610783In3380210341Out42711400442000000U18010019L800008T3120110314R000000PTurning Movement Data Plot442 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Market St & Market BlvdSite Code:Start Date: 05/22/2023Page No: 4Turning Movement Peak Hour Data (3:30 PM)Start TimePrivate DriveMarket StMarket BlvdMarket BlvdEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total3:30 PM002800281422001834132700173387010913103:45 PM212200253040072412290015531051001092964:00 PM0021002170300103115370119111141001163384:15 PM0029002942900153313911001833112000115342Total21100001032841800501225463401702104182104311286Approach %1.91.097.10.0--56.08.036.00.0--17.477.84.80.0--2.397.00.50.2---Total %0.20.17.80.0-8.02.20.31.40.0-3.99.542.52.60.0-54.60.832.50.20.1-33.5-PHF0.2500.2500.8620.000-0.8880.5000.5000.5000.000-0.6940.8970.8920.7730.000-0.9190.8330.9170.5000.250-0.9290.940Lights21980-101284180-50120541330-6941041311-4251270% Lights100.0100.098.0--98.1100.0100.0100.0--100.098.499.197.1--98.9100.098.850.0100.0-98.698.8Buses0000-00000-00300-30100-14% Buses0.00.00.0--0.00.00.00.0--0.00.00.50.0--0.40.00.20.00.0-0.20.3Trucks0010-10000-02200-40410-510% Trucks0.00.01.0--1.00.00.00.0--0.01.60.40.0--0.60.01.050.00.0-1.20.8Bicycles on Road0010-10000-00010-10000-02% Bicycles onRoad0.00.01.0--1.00.00.00.0--0.00.00.02.9--0.10.00.00.00.0-0.00.2Bicycles onCrosswalk----0-----0-----1-----0--% Bicycles onCrosswalk----------------100.0--------Pedestrians----0-----0-----0-----0--% Pedestrians----------------0.0--------443 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Market St & Market BlvdSite Code:Start Date: 05/22/2023Page No: 5Peak Hour Data05/22/2023 3:30 PMEnding At05/22/2023 4:30 PMLightsBusesTrucksBicycles on RoadOtherMarket Blvd [SB]OutInTotal562425987314257000000567431998141310100100014000000000000024181010RTLUP45 0 1 0 0 44 Out 50 0 0 0 0 50 In 95 0 1 0 0 94 Total Market St [WB] R 18 0 0 0 0 18 T 4 0 0 0 0 4 L 28 0 0 0 0 28 U 0 0 0 0 0 0 P 0 0 0 0 0 0 53969412331345491120005467021248OutInTotalMarket Blvd [NB]ULTRP0120541330003000220000010000010122546341Private Drive [EB]Total2260410231In1010110103Out1250300128000000U200002L100001T980110100R000000PTurning Movement Peak Hour Data Plot (3:30 PM)444 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Market St & Market BlvdSite Code:Start Date: 05/22/2023Page No: 6Turning Movement Peak Hour Data (7:30 AM)Start TimePrivate DriveMarket StMarket BlvdMarket BlvdEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total7:30 AM10100200300366070073179200821607:45 AM101002101002866110085275700841738:00 AM10000130200595570071069000691468:15 AM00000020100312658008536110065153Total302005607001335246330031462841000300632Approach %60.00.040.00.0--46.20.053.80.0--11.178.310.50.0--2.094.73.30.0---Total %0.50.00.30.0-0.80.90.01.10.0-2.15.538.95.20.0-49.70.944.91.60.0-47.5-PHF0.7500.0000.5000.000-0.6250.5000.0000.5830.000-0.6500.7290.9320.7500.000-0.9240.5000.8990.3570.000-0.8930.913Lights3020-56060-1233231320-2965271100-286599% Lights100.0-100.0--100.0100.0-85.7--92.394.393.997.0--94.383.395.4100.0--95.394.8Buses0000-00000-01500-601100-1117% Buses0.0-0.0--0.00.0-0.0--0.02.92.00.0--1.90.03.90.0--3.72.7Trucks0000-00010-11910-111200-315% Trucks0.0-0.0--0.00.0-14.3--7.72.93.73.0--3.516.70.70.0--1.02.4Bicycles on Road0000-00000-00100-10000-01% Bicycles onRoad0.0-0.0--0.00.0-0.0--0.00.00.40.0--0.30.00.00.0--0.00.2Bicycles onCrosswalk----0-----0-----0-----0--% Bicycles onCrosswalk-------------------------Pedestrians----0-----0-----0-----0--% Pedestrians-------------------------445 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Market St & Market BlvdSite Code:Start Date: 05/22/2023Page No: 7Peak Hour Data05/23/2023 7:30 AMEnding At05/23/2023 8:30 AMLightsBusesTrucksBicycles on RoadOtherMarket Blvd [SB]OutInTotal24028652651116103131010002563005561027150001100002100000000000010284600RTLUP39 0 0 2 0 37 Out 13 0 0 1 0 12 In 52 0 0 3 0 49 Total Market St [WB] R 7 0 0 1 0 6 T 0 0 0 0 0 0 L 6 0 0 0 0 6 U 0 0 0 0 0 0 P 0 0 0 0 0 0 2792965751161721113011000292314606OutInTotalMarket Blvd [NB]ULTRP03323132001500019100010000000035246330Private Drive [EB]Total48110050In500005Out43110045000000U300003L000000T200002R000000PTurning Movement Peak Hour Data Plot (7:30 AM)446 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & Laredo BlvdSite Code:Start Date: 05/24/2023Page No: 1Turning Movement DataStart TimeW 78th StW 78th StPrivate DrivewayLaredo BlvdEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total12:00 AM4300070000000000001020031012:15 AM020002040004000000100001712:30 AM120003110002000000000000512:45 AM2200040100010000002000027Hourly Total7900016160007000000402006291:00 AM00000000000000000000000001:15 AM10000102000200000000000031:30 AM00000001000100000000100121:45 AM0010010000000000100000001Hourly Total10100203000300001000100162:00 AM00000000000000000000000002:15 AM11000200100100000000000032:30 AM01000100000000000000000012:45 AM0100010000000000000000001Hourly Total13000400100100000000000053:00 AM01000102000200000000000033:15 AM00000000100100000000100123:30 AM01000100000000000000101123:45 AM1200030100010000000000004Hourly Total140005031004000000002012114:00 AM00000000000000000000000004:15 AM01000100000000000000000014:30 AM02001205001500001000000074:45 AM0410050100011000011010029Hourly Total071018060016100011101002175:00 AM04000403000300000000200295:15 AM341008021003000000502007185:30 AM041005031004000000202014135:45 AM280001005000510000100402420Hourly Total520200270132001510000170100317606:00 AM090029050005100011403017226:15 AM7900016051006100001402006296:30 AM5210002609200111010024060110496:45 AM4270003101830021202004307011066Hourly Total16660028203760043503018150180333166447 7:00 AM173200049021800295000057090116997:15 AM35420007713411004621100440600101377:30 AM54551001101352001564100152305201752467:45 AM35610160147700558020010121250138163Hourly Total109185201296313746011861923012446192031396458:00 AM1264100771278003650000580903171358:15 AM97100080153400581030141613803551978:30 AM96420075143910543100041914301631968:45 AM147150190056110067100021110140225183Hourly Total442708013223179321021510130314542104091607119:00 AM123730152145500513110251111701291379:15 AM14599008204970056412037601902251709:30 AM154760068149600568130012601700231599:45 AM1258701770467005330100470180325159Hourly Total5320125022792189250021618370528301710610262510:00 AM1958510830479005660000615011012617110:15 AM1550601710497005642003612220003416710:30 AM19586008306110017161000715114023019110:45 AM20652008716870076700007201210142212Hourly Total7323119113241225330125923300326624660413274111:00 AM18579008415712007040000414021003519311:15 AM185611008506118007921200515020003520411:30 AM21697009707311008460000614022023622311:45 AM1310150011917618009510130014112240137265Hourly Total7028332003852267590032822250029542870314388512:00 PM2069800972821600100931001313027054025012:15 PM297214111161711200841121001415031034626012:30 PM1389300105170110082821011111229014224012:45 PM20889101182771300928220012221260149271Hourly Total823183421436630052003583695015061311301017710211:00 PM1971800980831300966100171002500352361:15 PM1875420991689007890200111502000352231:30 PM2069700961669007682002101521703342161:45 PM33727001120581600748110110143241142238Hourly Total902872620405227547003243143043854586141469132:00 PM41636101111712000924210071143900542642:15 PM2087400111071130084155200222326202873042:30 PM168111001080757008282001101523200492492:45 PM2287800117370130086305008251390065276Hourly Total99318291044742875300344309801477491720225510933:00 PM16961000122179120092116000172515001763073:15 PM28785011111911400106511007924103522763:30 PM276613031062881300103131000141814102602833:45 PM20821010113110722001309210012142220138293Hourly Total913223814452536561004313810200506661540722611594:00 PM31861312131199150011562602141823301533134:15 PM29112210016231002300126103001131703500523534:30 PM249515001342911710111112200151423300493094:45 PM1685800109288250011518120021132360151296Hourly Total1003785712536837880104674581003636261370220512715:00 PM2387110012121021400118142000161213301463015:15 PM2184110011621042200128702019194270050303448 5:30 PM369590014001051700122122202161713701553335:45 PM34664001042991700118701038211330355285Hourly Total114332350048164107000486404506496971300520612226:00 PM2383100011617280081160100172011600372516:15 PM18807001052751200895220091311600302336:30 PM1574610963738148590202111311700312236:45 PM206360189056400609130113170180235197Hourly Total763002911406627632143153938035063367021339047:00 PM146081083160401655210181102706381947:15 PM167052093267320747110091921800392157:30 PM13655008304741452503048801404221657:45 PM13479006914670054720019100120022154Hourly Total5624227303284220183524524550634482710101217288:00 PM15343025224270051611008601304191308:15 PM1032410474361014131002470702141068:30 PM13381005203110032301004301305161048:45 PM832100410212002310002110700873Hourly Total46136912192613011011471322041717040011574139:00 PM7291003702252029100001114016739:15 PM9233003512811031000000108009759:30 PM5211002721420018000010305038539:45 PM32700030083001110100210400548Hourly Total241005001293721130892010136121042824910:00 PM160007010400141000011020032510:15 PM47100121620092010031020032710:30 PM2400061410060000001000011310:45 PM1800090190001910000100000029Hourly Total82510034239700484010053040079411:00 PM0310040700070000000010011211:15 PM130004031004000000100001911:30 PM0510060610070000000000001311:45 PM1100021200030010011010028Hourly Total212200161182002100100120200442Grand Total116840493821318561265383564991345584016572044538798521451189230213010Approach %20.872.16.80.2--1.484.114.20.2--74.512.113.40.0--34.72.363.00.0---Total %9.031.12.90.1-43.10.529.55.00.1-35.03.10.50.60.0-4.16.10.411.20.0-17.7-Lights1124396237613-54756337446429-445839865720-5357815114041-223712705% Lights96.297.998.4100.0-97.696.997.698.9100.0-97.899.3100.0100.0--99.497.998.196.8100.0-97.297.7Buses271920-4812010-222000-280320-40112% Buses2.30.50.50.0-0.91.50.50.20.0-0.50.50.00.0--0.41.00.02.20.0-1.70.9Trucks165630-7515960-661000-191150-25167% Trucks1.41.40.80.0-1.31.51.50.90.0-1.40.20.00.0--0.21.11.91.00.0-1.11.3Bicycles on Road11210-1401200-120000-00000-026% Bicycles onRoad0.10.30.30.0-0.20.00.30.00.0-0.30.00.00.0--0.00.00.00.00.0-0.00.2Bicycles onCrosswalk----1-----4-----5-----18--% Bicycles onCrosswalk----5.6-----30.8-----11.4-----20.2--Pedestrians----17-----9-----39-----71--% Pedestrians----94.4-----69.2-----88.6-----79.8--449 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & Laredo BlvdSite Code:Start Date: 05/24/2023Page No: 405/24/2023 12:00 AMEnding At05/25/2023 12:00 AMLightsBusesTrucksBicycles on RoadOtherLaredo Blvd [SB]OutInTotal1832223740692840682225471010001883230241851404517811032080015190000000000089145152798189RTLUP4928 0 12 65 27 4824 Out 4558 0 12 66 22 4458 In 9486 0 24 131 49 9282 Total W 78th St [WB] R 649 0 0 6 1 642 T 3835 0 12 59 20 3744 L 65 0 0 1 1 63 U 9 0 0 0 0 9 P 13 13 0 0 0 0 49053510253255161010004995381037OutInTotalPrivate Driveway [NB]ULTRP0398657200200001000000000000440401657244W 78th St [EB]Total1103410215026011312In547548751405612Out55595475120570013000013U11242716101168L396219561204049T3762310382R00001818PTurning Movement Data Plot450 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & Laredo BlvdSite Code:Start Date: 05/24/2023Page No: 5Turning Movement Peak Hour Data (11:00 AM)Start TimeW 78th StW 78th StPrivate DrivewayLaredo BlvdEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total11:00 AM18579008415712007040000414021003519311:15 AM185611008506118007921200515020003520411:30 AM21697009707311008460000614022023622311:45 AM1310150011917618009510130014112240137265Total70283320038522675900328222500295428703143885Approach %18.273.58.30.0--0.681.418.00.0--75.96.917.20.0--37.81.460.80.0---Total %7.932.03.60.0-43.50.230.26.70.0-37.12.50.20.60.0-3.36.10.29.80.0-16.2-PHF0.8330.7000.7270.000-0.8090.5000.8780.8190.000-0.8630.5500.5000.4170.000-0.5180.9000.2500.9060.000-0.9660.835Lights69278310-3782264560-32221250-28512860-139867% Lights98.698.296.9--98.2100.098.994.9--98.295.5100.0100.0--96.694.4100.098.9--97.298.0Buses0000-00000-00000-00000-00% Buses0.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.0Trucks1510-70330-61000-13010-418% Trucks1.41.83.1--1.80.01.15.1--1.84.50.00.0--3.45.60.01.1--2.82.0Bicycles on Road0000-00000-00000-00000-00% Bicycles onRoad0.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.0Bicycles onCrosswalk----0-----0-----0-----0--% Bicycles onCrosswalk----------------------0.0--Pedestrians----0-----0-----0-----3--% Pedestrians----------------------100.0--451 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & Laredo BlvdSite Code:Start Date: 05/24/2023Page No: 6Peak Hour Data05/24/2023 11:00 AMEnding At05/24/2023 12:00 PMLightsBusesTrucksBicycles on RoadOtherLaredo Blvd [SB]OutInTotal1271392660004480000001311432748625100000001030000000000038725403RTLUP342 0 0 8 0 334 Out 328 0 0 6 0 322 In 670 0 0 14 0 656 Total W 78th St [WB] R 59 0 0 3 0 56 T 267 0 0 3 0 264 L 2 0 0 0 0 2 U 0 0 0 0 0 0 P 0 0 0 0 0 0 352863000112000000362965OutInTotalPrivate Driveway [NB]ULTRP02125000000010000000000000022250W 78th St [EB]Total74901200761In3780700385Out3710500376000000U69010070L2780500283T31010032R000000PTurning Movement Peak Hour Data Plot (11:00 AM)452 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & Laredo BlvdSite Code:Start Date: 05/24/2023Page No: 7Turning Movement Peak Hour Data (4:00 PM)Start TimeW 78th StW 78th StPrivate DrivewayLaredo BlvdEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total4:00 PM31861312131199150011562602141823301533134:15 PM29112210016231002300126103001131703500523534:30 PM249515001342911710111112200151423300493094:45 PM1685800109288250011518120021132360151296Total100378571253683788010467458100363626137022051271Approach %18.770.510.60.2--1.780.917.10.2--71.412.715.90.0--30.22.966.80.0---Total %7.929.74.50.1-42.20.629.76.30.1-36.73.50.60.80.0-5.04.90.510.80.0-16.1-PHF0.8060.8440.6790.250-0.8270.6670.9450.8000.250-0.9270.6250.6670.4170.000-0.7500.8610.7500.9510.000-0.9670.900Lights99371571-5288373801-462458100-636161350-2021255% Lights99.098.1100.0100.0-98.5100.098.7100.0100.0-98.9100.0100.0100.0--100.098.4100.098.5--98.598.7Buses0100-10200-20000-01010-25% Buses0.00.30.00.0-0.20.00.50.00.0-0.40.00.00.0--0.01.60.00.7--1.00.4Trucks1500-60200-20000-00010-19% Trucks1.01.30.00.0-1.10.00.50.00.0-0.40.00.00.0--0.00.00.00.7--0.50.7Bicycles on Road0100-10100-10000-00000-02% Bicycles onRoad0.00.30.00.0-0.20.00.30.00.0-0.20.00.00.0--0.00.00.00.0--0.00.2Bicycles onCrosswalk----1-----0-----0-----1--% Bicycles onCrosswalk----50.0-----------0.0-----50.0--Pedestrians----1-----0-----3-----1--% Pedestrians----50.0-----------100.0-----50.0--453 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & Laredo BlvdSite Code:Start Date: 05/24/2023Page No: 8Peak Hour Data05/24/2023 4:00 PMEnding At05/24/2023 5:00 PMLightsBusesTrucksBicycles on RoadOtherLaredo Blvd [SB]OutInTotal187202389022112000000188205393135661001010010000000000000213766202RTLUP451 0 1 5 2 443 Out 467 0 1 2 2 462 In 918 0 2 7 4 905 Total W 78th St [WB] R 80 0 0 0 0 80 T 378 0 1 2 2 373 L 8 0 0 0 0 8 U 1 0 0 0 0 1 P 0 0 0 0 0 0 71631340000000000007163134OutInTotalPrivate Driveway [NB]ULTRP0458100000000000000000000030458103W 78th St [EB]Total108249201097In5281610536Out5543310561100001U990100100L3711510378T57000057R000022PTurning Movement Peak Hour Data Plot (4:00 PM)454 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & Market BlvdSite Code:Start Date: 05/24/2023Page No: 1Turning Movement DataStart TimeW 78th StW 78th StMarket BlvdMarket BlvdEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total12:00 AM0510061100022020040000001212:15 AM0120030400042010030000001012:30 AM021003010001001001000000512:45 AM1200030100010020020000006Hourly Total110400151700084060010000000331:00 AM00000000000010000100000011:15 AM01000111000230000300000061:30 AM00020202000211000200000061:45 AM0100010000000000000000001Hourly Total020204130004510006000000142:00 AM00000000000010100200000022:15 AM00000000000010100200000022:30 AM01000100000010000100000022:45 AM0110020000001000010000003Hourly Total02100300000040200600000093:00 AM00000002000231100500000073:15 AM00200210000100000000000033:30 AM01200301000120000202001283:45 AM0210030100014010050000009Hourly Total0350081400059120012020012274:00 AM00300300000000000000000034:15 AM11100300000000000000000034:30 AM01100241000510000110000194:45 AM05300821000310000100001012Hourly Total1780016620008200002100011275:00 AM1450010320005300003000000185:15 AM0550010220004212005200002215:30 AM1540010320005200012040024215:45 AM08100018560001162100900004038Hourly Total22224004813120002513330119240066986:00 AM08130021260008421007032025416:15 AM1121201253500086150012030003486:30 AM0192401436100001610050115121014786:45 AM0272200496220002820390032011012111Hourly Total16671021381743000604062001661940414278455 7:00 AM130410172826000342031700400010011477:15 AM352350090933000421332701430430071827:30 AM56648001193458200942243700632320072837:45 AM34559001072554000793411200065223027258Hourly Total12193183013887617120024989211010121149902228708:00 AM3513400881131100433221800520030331868:15 AM463372010631580008927727006114505102668:30 AM24746009517661008440131300663150792548:45 AM8675410130184730068407240071123016275Hourly Total1722817130419772025002841392982002505716016289819:00 AM63648019013475006547714006834603132369:15 AM65552201152150100723952202663410182619:30 AM6423440862344300703982701740620282389:45 AM106250101231552102684771703713610010272Hourly Total2819518471414721931002275172278006279920100639100710:00 AM55839101031945101654511250081262011025910:15 AM8593240103205320075439140166258001525910:30 AM4483830932158100804811210180179021727010:45 AM1161373011231643009845928008201350218310Hourly Total2822614611041191220701318181408802309531240560109811:00 AM175245311172753100817282800108259011632211:15 AM1161604113635491008567923019961111002834811:30 AM968552013428646009860112600973715022535411:45 AM788704016931773001116772400983590317395Hourly Total44269230132556121243110037526635101014021428440686141912:00 PM13866130163397250211677121800107357021540112:15 PM98068511623382100116739300011211213042641612:30 PM1377686016427752001045662400863125002037412:45 PM1290604016642605011077816270112126130121415Hourly Total47333257181655141289130344328443990142693538078216061:00 PM666555013235766021177773504119171300213891:15 PM665655014125714001007582701110271500243751:30 PM12726830155187040092531118028248503173461:45 PM12784460140237100094621534001111630010355Hourly Total362812321905681012881402403267411140742282836037214652:00 PM966478013030794011137464500125461101213892:15 PM572633014349982011496710340011158303164192:30 PM670556013736791001166111370110934900163782:45 PM6773640123407630011977434021156990024381Hourly Total2628520121053315533210024972793115003460182732047715673:00 PM879562114541903001346793200108671000234103:15 PM469658114638101200141711136001186191401394443:30 PM871648015144931001387813340012517402124263:45 PM6777083161431042001498983400131032025446Hourly Total262962552656031663888005623054113600482133630057917264:00 PM7106693018536956021378112350112816901164664:15 PM91065661177459820114584945001384111002254854:30 PM489773317340892001317874300128210802204524:45 PM882656016145993001476542700961660013417Hourly Total283832671846961663811303560308321500149083333057418205:00 PM77346110137449920014582113700130371002204325:15 PM8776090154311043001388816400014447100221457456 5:30 PM12105672518633115401152827300411934803154725:45 PM38170421583991602136741229001151690316425Hourly Total30336243267635147409150357132646136045081124370107217866:00 PM5647561150267700010364742001132330083746:15 PM5805410014927671019579423001061030043546:30 PM472686015019781009872727031061030043586:45 PM26065101282161100836032700902350010311Hourly Total162762622315779328330137927521119034156614002613977:00 PM256523111328660009454424008219406143037:15 PM17446411252071200935221802721530392997:30 PM45345101031944300664002201622020042357:45 PM258492011119490026841312005611010012247Hourly Total9241192102452862305023211879760327252410093910848:00 PM142410084124510058442100056011102122108:15 PM2303120651532000474121402570160071768:30 PM243242071113410046233901350030031558:45 PM02416004082100029302190151030003123Hourly Total5139112402604613220018013895204199052002256649:00 PM02727005491800027282802381110031229:15 PM02513013863100137201800290100311059:30 PM0191430366120001815190025002022819:45 PM025902344900013903001201001160Hourly Total0966333162257000195724280210413306736810:00 PM0670213580001355000100310044010:15 PM0840012280001080400120100013510:30 PM15500111220054110060010012310:45 PM07300104160002030200500000035Hourly Total1261902461234200482067003304200613311:00 PM0270094500095020070100012611:15 PM02400600000080200100010011711:30 PM0330062400062030050000001711:45 PM01200303000350100602300517Hourly Total08160024612000182008002803400777Grand Total3583923314620431763116203948120020568834054461560040541112033836609882419554Approach %4.751.441.22.7--28.569.42.10.0--62.98.228.80.0--14.641.044.40.0---Total %1.820.116.11.0-39.08.320.20.60.0-29.117.42.38.00.0-27.70.61.71.90.0-4.2-Lights35638273091204-7478158738541180-5559335543915250-53191203343560-81019166% Lights99.497.698.3100.0-98.098.097.698.3--97.798.598.497.8--98.3100.098.897.3--98.398.0Buses02750-32262500-5131150-190000-0102% Buses0.00.70.20.0-0.41.60.60.0--0.90.10.21.0--0.40.00.00.0--0.00.5Trucks254490-10576010-68475200-720450-9254% Trucks0.61.41.60.0-1.40.41.50.8--1.21.41.11.3--1.30.01.21.4--1.11.3Bicycles on Road01510-160910-100100-10050-532% Bicycles onRoad0.00.40.00.0-0.20.00.20.8--0.20.00.20.0--0.00.00.01.4--0.60.2Bicycles onCrosswalk----12-----7-----9-----18--% Bicycles onCrosswalk----38.7-----35.0-----22.5-----18.4--Pedestrians----19-----13-----31-----80--% Pedestrians----61.3-----65.0-----77.5-----81.6--457 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & Market BlvdSite Code:Start Date: 05/24/2023Page No: 405/24/2023 12:00 AMEnding At05/25/2023 12:00 AMLightsBusesTrucksBicycles on RoadOtherMarket Blvd [SB]OutInTotal91381017231018917257000924824174835633412000000005400050000000098366338120098RTLUP5603 0 15 74 42 5472 Out 5688 0 10 68 51 5559 In 11291 0 25 142 93 11031 Total W 78th St [WB] R 120 0 1 1 0 118 T 3948 0 9 60 25 3854 L 1620 0 0 7 26 1587 U 0 0 0 0 0 0 P 20 20 0 0 0 0 501253191033131195060721321120005104541110515OutInTotalMarket Blvd [NB]ULTRP033554391525003115004752000010000004003405446156040W 78th St [EB]Total152476021730015554In7478321051607631Out77692811214079232040000204U3560200358L382727541503923T3091549103146R00003131PTurning Movement Data Plot458 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & Market BlvdSite Code:Start Date: 05/24/2023Page No: 5Turning Movement Peak Hour Data (11:00 AM)Start TimeW 78th StW 78th StMarket BlvdMarket BlvdEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total11:00 AM175245311172753100817282800108259011632211:15 AM1161604113635491008567923019961111002834811:30 AM968552013428646009860112600973715022535411:45 AM788704016931773001116772400983590317395Total442692301325561212431100375266351010140214284406861419Approach %7.948.441.42.3--32.364.82.90.0--66.28.725.10.0--16.332.651.20.0---Total %3.119.016.20.9-39.28.517.10.80.0-26.418.72.57.10.0-28.31.02.03.10.0-6.1-PHF0.6470.7640.8210.813-0.8220.8640.7890.4580.000-0.8450.9240.7950.9020.000-0.9310.5830.6360.7330.000-0.7680.898Lights4426322713-547121238110-37026335980-3961428440-861399% Lights100.097.898.7100.0-98.4100.097.9100.0--98.798.9100.097.0--98.5100.0100.0100.0--100.098.6Buses0000-00000-00000-00000-00% Buses0.00.00.00.0-0.00.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.0Trucks0530-80500-53030-60000-019% Trucks0.01.91.30.0-1.40.02.10.0--1.31.10.03.0--1.50.00.00.0--0.01.3Bicycles on Road0100-10000-00000-00000-01% Bicycles onRoad0.00.40.00.0-0.20.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.1Bicycles onCrosswalk----1-----0-----0-----2--% Bicycles onCrosswalk----50.0-----------0.0-----33.3--Pedestrians----1-----0-----1-----4--% Pedestrians----50.0-----------100.0-----66.7--459 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & Market BlvdSite Code:Start Date: 05/24/2023Page No: 6Peak Hour Data05/24/2023 11:00 AMEnding At05/24/2023 12:00 PMLightsBusesTrucksBicycles on RoadOtherMarket Blvd [SB]OutInTotal90861760000000000009086176442814000000000000000000000644281406RTLUP384 0 1 8 0 375 Out 375 0 0 5 0 370 In 759 0 1 13 0 745 Total W 78th St [WB] R 11 0 0 0 0 11 T 243 0 0 5 0 238 L 121 0 0 0 0 121 U 0 0 0 0 0 0 P 0 0 0 0 0 0 376396772000369000000379402781OutInTotalMarket Blvd [NB]ULTRP026335980000000303000000000010266351011W 78th St [EB]Total1105016101122In5470810556Out558080056613000013U44000044L2630510269T2270300230R000022PTurning Movement Peak Hour Data Plot (11:00 AM)460 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & Market BlvdSite Code:Start Date: 05/24/2023Page No: 7Turning Movement Peak Hour Data (3:45 PM)Start TimeW 78th StW 78th StMarket BlvdMarket BlvdEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total3:45 PM67770831614310420014989834001310320254464:00 PM7106693018536956021378112350112816901164664:15 PM91065661177459820114584945001384111002254854:30 PM48977331734089200131787430012821080220452Total26378272207696164386120356233236157015257302907661849Approach %3.754.339.12.9--29.268.72.10.0--63.26.929.90.0--10.645.543.90.0---Total %1.420.414.71.1-37.68.920.90.60.0-30.418.01.98.50.0-28.40.41.61.60.0-3.6-PHF0.7220.8920.8830.625-0.9410.9110.9280.5000.000-0.9430.9330.7500.8720.000-0.9510.4380.6820.7250.000-0.6600.953Lights2636927020-685161382110-554330361550-521730290-661826% Lights100.097.699.3100.0-98.498.299.091.7--98.699.4100.098.7--99.2100.0100.0100.0--100.098.8Buses0200-22000-20000-00000-04% Buses0.00.50.00.0-0.31.20.00.0--0.40.00.00.0--0.00.00.00.0--0.00.2Trucks0620-81310-52020-40000-017% Trucks0.01.60.70.0-1.10.60.88.3--0.90.60.01.3--0.80.00.00.0--0.00.9Bicycles on Road0100-10100-10000-00000-02% Bicycles onRoad0.00.30.00.0-0.10.00.30.0--0.20.00.00.0--0.00.00.00.0--0.00.1Bicycles onCrosswalk----2-----1-----0-----2--% Bicycles onCrosswalk----28.6-----33.3-----0.0-----28.6--Pedestrians----5-----2-----1-----5--% Pedestrians----71.4-----66.7-----100.0-----71.4--461 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & Market BlvdSite Code:Start Date: 05/24/2023Page No: 8Peak Hour Data05/24/2023 3:45 PMEnding At05/24/2023 4:45 PMLightsBusesTrucksBicycles on RoadOtherMarket Blvd [SB]OutInTotal736613900010100000074661402930700000000000000000000072930707RTLUP542 0 1 8 2 531 Out 562 0 1 5 2 554 In 1104 0 2 13 4 1085 Total W 78th St [WB] R 12 0 0 1 0 11 T 386 0 1 3 0 382 L 164 0 0 1 2 161 U 0 0 0 0 0 0 P 3 3 0 0 0 0 461521982202347000000466525991OutInTotalMarket Blvd [NB]ULTRP0330361550000000202000000000010332361571W 78th St [EB]Total1446213201463In6852810696Out761051076720000020U26000026L3692610378T2700200272R000077PTurning Movement Peak Hour Data Plot (3:45 PM)462 Chanhassen Apartments – Chanhassen, MN Traffic Impact Analysis │ March 2024 C.Proposed Development Site Plan 15 463 ACCESS EASEMENTUTILITY EASEMENTCHANHASSEN CINEMAHIGH TIMBER LOUNGECOUNTRY INN AND SUITESUTILITY EASEMENTSUTILITY EASEMENTPUBLIC RIGHT OF WAYACCESS DRIVESHOPPING CENTERVENUE APARTMENTS(6 STORIES)ALDI(1 STORY)CHANHASSEN STATIONCHANHASSEN DINNER THEATERSMARKET BLVDW 78TH STMARKET STLAREDO DRJIMMY JOHNSSignatureTyped or Printed NameLicense #DatePROJECT NUMBERDRAWN BYCHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of Minnesota1/19/2024 8:07:41 PMA.01EXISTING CONDITIONS SITEPLANProject NumberAuthorChecker08/14/23Market Blvd & W 78th StMarket Blvd & W78th StChanhassen, MNLAND USEAPPLICATION1/19/2024No. Description Date 464 VENUE APARTMENTS (6 STORIES) ALDI (1 STORY) CHANHASSEN STATION CHANHASSEN DINNER THEATERS 974 977 964 960 973 ROOFROOFMARKET BLVDW 78TH ST MARKET ST PET EXERCISE PROPOSED CURB LOCATION EXISTING CURB LOCATION AREA WELL FOR MECH EXHAUST 971 972 976 RETAINING WALL 964 6 STORY BUILDING 5 STORY BUILDING COURTYARD AT LEVEL 2 COURTYARD AT LEVEL 2 5 STORY BUILDINGLAREDO DRJIMMY JOHNS FUTURE LOREDO DRIVE EXTENSION6,669 SF AMENITY 1,448 SF RETAIL 1,581 SF RETAIL PROPERTY LINE PROPOSED 10' D&U EASEMENT 5 STORIES 5 STORIES 5 STORIES 1 STORY 2 STORIES Signature Typed or Printed Name License #Date PROJECT NUMBER DRAWN BY CHECKED BY ORIGINAL ISSUE: REVISIONS: KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed architect under the laws of the State of Minnesota 1/21/2024 3:23:32 PMA.02 DISTRICT SITE PLAN Project Number Author Checker 05/02/23 Market Blvd & W 78th St Market Blvd & W 78th St Chanhassen, MN LAND USE APPLICATION 1/19/2024 No. Description Date OVERALL BUILDING METRICS 465 ROOFROOFPET EXERCISEPROPOSED CURB LOCATIONEXISTING CURB LOCATIONAREA WELL FOR MECH EXHAUSTRETAINING WALLFUTURE LOREDO DRIVE EXTENSIONVENUE APARTMENTS(6 STORIES)ALDI(1 STORY)CHANHASSEN STATIONCHANHASSEN DINNER THEATERSMARKET BLVDW 78TH STMARKET STLAREDO DRJIMMY JOHNSRESTAURANTLOBBYRETAILRETAILRESIDENTIAL (TOWNHOMES)GUEST/CUSTOMER PARKINGRESIDENT PARKINGLOBBYRETAILGUEST/CUSTOMER PARKINGTERRACEPROPERTY LINEPROPOSED 10' D&U EASEMENTRETAILSignatureTyped or Printed NameLicense #DatePROJECT NUMBERDRAWN BYCHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of Minnesota1/19/2024 8:08:13 PMA.03DISTRICT STREET LEVELPLANProject NumberAuthorChecker01/16/24Market Blvd & W 78th StMarket Blvd & W78th StChanhassen, MNLAND USEAPPLICATION1/19/2024No. Description Date 466 974 27,315 SF RETAIL/GUEST PARKING 3,981 SF RETAIL W 78TH ST 1,854 SF RETAIL4,453 SF RESTAURANT PATIO 964' 975' 976' 3,057 SF LOBBY / LEASING 1,063 SF TRASH 975 976 977 977 974 972 977'-0" 101'-0" 971 980'-0"980'-0"3.23%3.23%977'-0"977'-0" 977'-0" [No Slope] [No Slope] FOUNDATION WALL BELOW 1,565 SF RETAIL 972 100'-0"100'-0"5.00%976'-0"976'-0" ELECTRICAL TRANSFORMERS PROPOSED CURB LOCATION EXISTING CURB LOCATION 10' - 2"16' - 11"15' - 3"12' - 9"10' - 7"16' - 4"14' - 11"EMERGENCY GENERATOR 976'-0" 18,121 SF RESIDENT PARKING1,554 SF 9' - 0" 9' - 0" 9' - 0"18' - 0" 26' - 0" 18' - 0" 9' - 0" 9' - 0" 9' - 0"18' - 0"PROPERTY LINE PROPOSED 10' D&U EASEMENT 1 BR + D 2 BR 1 BR + D 2 BR 1,554 SF 3,463 SF RESIDENTIAL 5,232 SF AMENITY 1,323 SF AMENITY POOL ACTIVE AMENITY TERRACE 9' - 8"6' - 10"25' - 2"8' - 4"8' - 4" 3' - 4"14' - 10"9,672 SF RESIDENTIAL 6,772 SF 15,403 SF RESIDENTIAL 8,256 SF RESIDENTIAL 1 BR + D 2 BR 1 BR 2 BR 2 BR 2 BR 2 BR 2 BR 2 BR 2 BR 2 BR 1 BR 2 BR 1 BR 2 BR1 BR1 BR1 BR 1 BR 3 BR 1 BR + D 1 BR STUDIOSTUDIO 1 BR 1 BR STUDIO 2 BR 3 BR 1 BR 3 BR 2 BR 1 BR + D31' - 10"31' - 10"2 BR 1 BR 2 BR 2 BR 2 BR 2 BR 2 BR 2 BR 2 BR 2 BR 1 BR 2 BR 1 BR 2 BR1 BR1 BR1 BR 1 BR 3 BR 1 BR + D 1 BR STUDIOSTUDIO 1 BR 1 BR STUDIO 2 BR 3 BR 1 BR 1 BR + D 3 BR 2 BR 1 BR 2 BR 2 BR 1 BR 2 BR 1 BR + D 2 BR 6,469 SF 14,336 SF RESIDENTIAL 15,403 SF RESIDENTIAL 9,801 SF RESIDENTIAL7' - 10"SKY DECK 1,166 SF AMENITY 1 BR + D 1 BR 2 BR 2 BR 2 BR 2 BR 2 BR 2 BR 2 BR 2 BR 1 BR 2 BR 1 BR 2 BR1 BR1 BR1 BR 1 BR 3 BR 1 BR + D 1 BR STUDIOSTUDIO 1 BR 1 BR STUDIO 2 BR 1 BR + D 2 BR 1 BR 7,245 SF RESIDENTIAL 6,847 SF RESIDENTIAL 15,403 SF RESIDENTIAL 5,514 SF 28' - 8"9' - 8"10' - 10"50,227 SF PARKING RETAIL ABOVE (UNEXCAVATED) MOVE IN3.87%5.94%5.56%93'-4" 93'-4"3.87%5.95% PERIMETER OF BUILDING ABOVE ELEC 18' - 0"26' - 0"18' - 0"9' - 0" 9' - 0" 9' - 0" 27' - 0" 26' - 8"26' - 0"LOWER LEVEL OF 2-STORY TOWNHOME LOWER LEVEL OF 2-STORY TOWNHOME 1,441 SF RESIDENTIAL 38,423 SF PARKING 3.23%3.23%5.56%82'-2" 79'-8" GARAGE MUA GARAGE EXHAUST18' - 0" 26' - 0" 9' - 0" 9' - 0" 9' - 0" Signature Typed or Printed Name License #Date PROJECT NUMBER DRAWN BY CHECKED BY ORIGINAL ISSUE: REVISIONS: KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed architect under the laws of the State of Minnesota 1/21/2024 2:14:14 PMA.10 WEST BUILDING - FLOOR PLANS Project Number Author Checker 12/01/23 Market Blvd & W 78th St Market Blvd & W 78th St Chanhassen, MN LAND USE APPLICATION 1/19/2024 1/32" = 1'-0"A.10 1 STREET LEVEL PLAN 1/32" = 1'-0"A.10 2 LEVEL 2 PLAN 1/32" = 1'-0"A.10 3 TYPICAL UPPER LEVEL FLOOR PLAN 1/32" = 1'-0"A.10 4 LEVEL 6 PLAN 1/32" = 1'-0"A.10 5 MINUS 1 LEVEL 1/32" = 1'-0"A.10 6 MINUS 2 LEVEL 1/32" = 1'-0"A.10 7 ROOF LEVEL No. Description Date WEST BUILDING UNIT MATRIX 467 11'3456789111314BCDEFGF.5HJA.11211.32.5AA.297496427,229 SFRETAIL/GUEST PARKING3,981 SFRETAILMARKET BLVDW 78TH ST1,854 SFRETAIL4,453 SFRESTAURANTJIMMY JOHN'SFUTURE LAREDO STREET EXTENSION2BR/2.5BA TOWNHOME(1490 SF)PATIO3,057 SFLOBBY / LEASING1,063 SFTRASH975976977977974972977.00'101'-0"971980.00'980.00'3.23%3.23%3.23%977.00'977.00'[No Slope][No Slope]FOUNDATION WALL BELOW1,565 SFRETAIL972968100'-0"100'-0"5.00%976.00'976.00'GARAGE EXHAUST AREA WELLPROPOSED CURB LOCATIONEXISTING CURB LOCATION10' - 2"10' - 2"10' - 2"10' - 2"16' - 11"16' - 11"16' - 11"16' - 11"15' - 3"15' - 3"15' - 3"15' - 3"12' - 9"12' - 9"12' - 9"12' - 9"10' - 7"10' - 7"10' - 7"10' - 7"16' - 4"16' - 4"16' - 4"16' - 4"14' - 11"14' - 11"14' - 11"14' - 11"2A.151A.151.32BUILDING PERIMETER ABOVEGARAGE MAKE UP AIR INTAKE LOUVERTRASH ROOMBELOW-GRADE STORMWATER STRUCTURESELECTRICAL TRANSFORMERSEMERGENCY GENERATORMOVE IN ROUTE100'-0"98'-0"974.00'2BR WALK-UP(1015 SF)20' - 8"20' - 8"20' - 8"20' - 8"976PROPERTY LINEPROPOSED 10' D&U EASEMENT2BR/2.5BA TOWNHOME(1490 SF)2BR WALK-UP(1015 SF)977.00'977.00'TYPICAL BAYTYPICAL BAYTYPICAL BAYTYPICAL BAY29' - 0"29' - 0"29' - 0"29' - 0"9' - 0"9' - 0"9' - 0"9' - 0"9' - 0"9' - 0"9' - 0"9' - 0"9' - 0"9' - 0"9' - 0"9' - 0"27' - 0"27' - 0"27' - 0"27' - 0"PARKING STALLPARKING STALLPARKING STALLPARKING STALL18' - 0"18' - 0"18' - 0"18' - 0"DRIVE AISLEDRIVE AISLEDRIVE AISLEDRIVE AISLE26' - 0"26' - 0"26' - 0"26' - 0"PARKING STALLPARKING STALLPARKING STALLPARKING STALL18' - 0"18' - 0"18' - 0"18' - 0"PARKING STALLPARKING STALLPARKING STALLPARKING STALL18' - 0"18' - 0"18' - 0"18' - 0"DRIVE AISLEDRIVE AISLEDRIVE AISLEDRIVE AISLE26' - 0"26' - 0"26' - 0"26' - 0"PARKING STALLPARKING STALLPARKING STALLPARKING STALL18' - 0"18' - 0"18' - 0"18' - 0"PARKING STALLPARKING STALLPARKING STALLPARKING STALL18' - 0"18' - 0"18' - 0"18' - 0"DRIVE AISLEDRIVE AISLEDRIVE AISLEDRIVE AISLE26' - 0"26' - 0"26' - 0"26' - 0"PARKING STALLPARKING STALLPARKING STALLPARKING STALL18' - 0"18' - 0"18' - 0"18' - 0"DRIVE AISLEDRIVE AISLEDRIVE AISLEDRIVE AISLE26' - 0"26' - 0"26' - 0"26' - 0"PARKING STALLPARKING STALLPARKING STALLPARKING STALL18' - 0"18' - 0"18' - 0"18' - 0"16' - 0"16' - 0"16' - 0"16' - 0"PARKING STALLPARKING STALLPARKING STALLPARKING STALL18' - 0"18' - 0"18' - 0"18' - 0"DRIVE AISLEDRIVE AISLEDRIVE AISLEDRIVE AISLE26' - 0"26' - 0"26' - 0"26' - 0"10' - 0"10' - 0"10' - 0"10' - 0"SignatureTyped or Printed NameLicense #DatePROJECT NUMBERDRAWN BYCHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of Minnesota1/19/2024 8:08:33 PMA.11WEST BUILDING - STREETLEVEL PLAN ENLARGEDProject NumberAuthorChecker05/19/23Market Blvd & W 78th StMarket Blvd & W78th StChanhassen, MNLAND USEAPPLICATION1/19/2024DOWNTONW MIXED USE CHARACTERHIGH QUALITY ARCHITECTURE WITH GROUND LEVEL RETAIL ALONG WEST 78TH STREET, UPPER LEVEL RESIDENTIAL OR OFFICE, BUILDINGS TOWARDS THE STREET, PARKING IN THE REAR, PEDESTRIAN FOCUSED.SEC 20-732 PERMITTED USESWHEN A MULTI-FAMILY HOUSING USE HAS FRONTAGE ON WEST 78TH STREET, A PORTION OF THE BUILDING SHALL INCORPORATE A RESTAURANT, ENTERTAINMENT, COMMERCIAL SERVICE, COMMERCIAL RETAIL, BREWERY, BREW PUB, OR MICRODISTILLERY USE.SEC 20-736 LOT REQUIREMENTSNO MINIMUM LOT AREA, FRONTAGE, OR DEPTHNO MAXIMUM LOT COVERAGESEC 20-737 SETBACK AND HEIGHT RESTRICTIONSFRONT YARD BUILD TO ZONE: 0' -15No. Description Date 468 DNFUTURE LAREDO STREET EXTENSION2,353 SF TERRACE 6,669 SF AMENITY 974' 1,448 SF RETAIL 4,265 SFTERRACE2,313 SFTERRACE976.00' 100'-0" 962.00 961.00 961.00 SLOPE SLOPE EARTH TO MATCH STEPS 960.00 103'-4" 100'-0" 100'-0" 103'-4" 103'-4" 3,061 SF 16,952 SF RESIDENTIAL 1,581 SF RETAIL 1 BR 2 BR 1 BR 1 BR 1 BR 2 BR STUDIO STUDIO1 BR 2 BR 1 BR 1 BR 1 BR 2 BR STUDIO 1 BR 1 BR 3 BR 2 BR 24,831 SF RESIDENTIAL 1,918 SF TERRACE 3 BR 2 BR 2 BR 2 BR 2 BR 1 BR 2 BR 1 BR 1 BR 1 BR 2 BR STUDIO STUDIO1 BR 2 BR 1 BR 1 BR 1 BR 2 BR STUDIO 1 BR 1 BR STUDIO 2 BR 3 BR 2 BR 3,218 SF 24,850 SF RESIDENTIAL 3,193 SF 3 BR 2 BR 2 BR 2 BR 2 BR 1 BR 2 BR 1 BR 1 BR 1 BR 2 BR STUDIO STUDIO1 BR 2 BR 1 BR 1 BR 1 BR 2 BR STUDIO 1 BR 1 BR STUDIO 2 BR 3 BR 2 BR 29,426 SF PARKING VENUE APARTMENTS PARKING 3,279 SF RESIDENTIAL 678 SF TRASH/REC 30' - 0" 31' - 0" 28' - 0" 895 SF 963'-0" 963'-0" 963'-0" 964'-8"3.79%964'-8" 962.00 961.00 963'-0" 963'-0" 961.00 1:12 963'-0" 962'-0" 962'-0" 2 BR 1 BR STUDIO 1 BR 23,413 SF RESIDENTIAL 3,408 SF 640 SF AMENITY 577 SF TERRACE 2 BR 2 BR 2 BR 2 BR 1 BR 2 BR 1 BR 1 BR 1 BR 2 BR STUDIO STUDIO1 BR 2 BR 1 BR 1 BR 1 BR 2 BR STUDIO 1 BR 1 BR STUDIO 2 BR 3 BR 2 BR 2 BR 2 BR 2 BR 2 BR 1 BR 2 BR 1 BR 1 BR 1 BR 2 BR STUDIO STUDIO1 BR 2 BR 1 BR 1 BR 1 BR 2 BR STUDIO 1 BR 1 BR STUDIO 2 BR 3 BR 2 BR RoomRoomRoom 1/32" = 1'-0"A.20 3 LEVEL 2 PLAN (LUA) Signature Typed or Printed Name License #Date PROJECT NUMBER DRAWN BY CHECKED BY ORIGINAL ISSUE: REVISIONS: KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed architect under the laws of the State of Minnesota 1/21/2024 2:45:52 PMA.20 EAST BUILDING - FLOOR PLANS Project Number Author Checker 12/07/23 Market Blvd & W 78th St - East Building Market Blvd & W 78th St -East Building Chanhassen, MN Project Status 1/32" = 1'-0"A.20 1 MINUS 1 LEVEL (LUA) 1/32" = 1'-0"A.20 4 TYPICAL UPPER LEVEL 3-4 PLAN (LUA) 1/32" = 1'-0"A.20 6 ROOF PLAN No. Description Date 1/32" = 1'-0"A.20 2 STREET LEVEL PLAN (LUA) EAST BUILDING UNIT MATRIX 1/32" = 1'-0"A.20 5 LEVEL 5 469 16,952 SFRESIDENTIAL2,353 SFTERRACE6,669 SFAMENITY974'1,448 SFRETAIL4,265 SFTERRACE2,313 SFTERRACE979.33'103'-4"976.00'100'-0"3BR1438962.00961.00961.00SLOPESLOPE EARTH TO MATCH STEPS960.00103'-4"100'-0"100'-0"103'-4"103'-4"100'-0"1,581 SFRETAILSignatureTyped or Printed NameLicense #DatePROJECT NUMBERDRAWN BYCHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of Minnesota1/19/2024 7:46:26 PMA.21EAST BUILDING - STREETLEVEL PLAN ENLARGEDProject NumberAuthorChecker12/07/23Market Blvd & W 78th St -East BuildingMarket Blvd & W78th St -EastBuildingChanhassen, MNProject Status1/16" = 1'-0"A.211STREET LEVEL PLAN (LUA)No. Description Date 470 Chanhassen Apartments – Chanhassen, MN Traffic Impact Analysis │ March 2024 D.Market Boulevard Corridor Plans 16 471 993 982 989 989 986 985 984 983 989 987 988 990 991 986 985 984 983 981 980979 980 981 980 976 977 978 979 982.5 FFE CB 981.9 982 982 981 983 984 985 986 987 988 989 3.5% 982.5 985 LIBRARY DROP OFF CITY HALL SKATING RINK PARK PAVILLION SPLASH FOUNTAINPLAYGROUND VETERAN'S MEMORIAL STAGE SEATING SURFACE PARKING PARALLEL PARKINGS S S S S S S S S S S S S S S S NO PARKINGNO PARKING10' BLVD6' TRAIL16' THRU9' MEDIAN12' THRU12' R TURN5' BLVD10' TRAIL11' L TURN12' THRU13' THRU7' TRAIL18' THRU18' THRU7' TRAIL15' BLVD6' TRAIL16' THRU16' THRU12' BLVD10' TRAIL15' BLVD6' TRAIL16' THRU21' MEDIAN16' THRU10' TRAIL6' BLVD6' TRAIL12' R TURN13' L TURN4' MEDIAN16' THRU8' BLVD10' TRAIL9' BLVD6' TRA IL16' THRU4' MED IAN13' L TURN11' THRU12' R TURN7' BLVD6 ' TRA IL 16 ' THRU 18 ' CLEAR 16 ' THRU9' BLVD 1 0 ' TRA I L 1 0 ' B L V D 6' T R A I L 1 6 ' T H R U 1 8 ' M E D I A N 1 6 ' T H R U 9' B L V D 1 0 ' T R A I L 6' B L VD 6' TRA I L 1 2 ' THRU 1 1 ' THRU 6' MED I AN 1 6 ' T H R U 1 2 ' B L V D10' TRAIL6' BLVD6' TRAIL12' THRU11' THRU6' MED IAN12' THRU12' THRU4' BLVD10' TRA IL16' MEDIAN12' THRU10' TRA IL 1 2 ' L TURN 12' L TURN12' L TURN12' R TURN8' BLVDSTORM WATER TREATMENT BASIN LEGEND ROADWAY PAVEMENT GRASS BOULEVARD SIDEWALK OR BITUMINOUS TRAIL CURB & GUTTER STORM WATER RETENTION BASIN PROJECT LAYOUT February 2024 MARKET BOULEVARD IMPROVEMENTS 472 Chanhassen Apartments – Chanhassen, MN Traffic Impact Analysis │ March 2024 E.SimTraffic and Rodel Analysis 17 473 SimTraffic Performance Report Existing (2023) AM Peak Hour 10/27/2023 Downtown Chanhassen Existing AM SimTraffic Report Page 1 6: Market Blvd & W 78th St Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s)0.3 0.0 0.0 0.2 0.0 0.0 0.0 0.0 0.0 4.0 0.1 0.1 Total Del/Veh (s)9.2 9.8 3.7 8.9 5.0 2.6 18.1 13.6 5.9 13.8 14.7 3.6 6: Market Blvd & W 78th St Performance by movement Movement All Denied Del/Veh (s)0.0 Total Del/Veh (s)8.2 7: Market Blvd & Market Square North Driveway Performance by movement Movement EBL EBR WBL WBT NBL NBT NBR SBL SBT SBR All Denied Del/Veh (s)0.2 4.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 Total Del/Veh (s)8.7 3.4 8.6 8.1 2.9 0.6 0.2 3.3 0.8 0.5 1.3 8: Market Blvd & Market St Performance by movement Movement EBL EBR WBL WBR NBL NBT NBR SBL SBT SBR All Denied Del/Veh (s)0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Del/Veh (s)10.2 3.6 6.8 2.9 3.4 1.4 1.1 4.1 0.4 0.2 1.2 11: Laredo Blvd & W 78th St Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s)0.2 0.0 0.1 0.2 0.0 0.0 0.1 0.1 0.1 3.8 0.2 0.4 Total Del/Veh (s)7.7 4.8 3.1 5.2 5.0 2.0 24.9 15.7 6.3 25.1 18.4 5.3 14: Great Plains Blvd & Market St Performance by movement Movement EBL EBR WBL WBR NBL NBT NBR SBL SBT SBR All Denied Del/Veh (s)4.1 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.0 0.0 0.2 Total Del/Veh (s)5.8 2.7 6.8 3.5 2.5 0.5 0.3 3.5 1.3 1.1 1.7 11: Laredo Blvd & W 78th St Performance by movement Movement All Denied Del/Veh (s)0.4 Total Del/Veh (s)7.2 474 Queuing and Blocking Report Existing (2023) AM Peak Hour 10/27/2023 Downtown Chanhassen Existing AM SimTraffic Report Page 2 Intersection: 6: Market Blvd & W 78th St Movement EB EB EB WB WB WB NB NB SB SB Directions Served L T R L T TR L TR L TR Maximum Queue (ft) 41 145 104 105 99 86 160 112 31 52 Average Queue (ft)7 64 43 42 25 29 64 43 3 17 95th Queue (ft)28 118 78 84 66 67 127 87 17 44 Link Distance (ft)508 508 343 343 296 296 330 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)65 75 65 Storage Blk Time (%)0 7 1 0 0 Queuing Penalty (veh) 0 1 1 0 0 Intersection: 7: Market Blvd & Market Square North Driveway Movement EB EB WB NB SB SB Directions Served LT R LTR LT LT R Maximum Queue (ft) 44 27 39 34 45 8 Average Queue (ft)17 9 12 3 3 0 95th Queue (ft)40 28 37 19 23 4 Link Distance (ft)288 148 219 296 296 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)100 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 8: Market Blvd & Market St Movement EB WB NB NB SB Directions Served LTR LTR LT TR LTR Maximum Queue (ft) 33 45 62 4 80 Average Queue (ft)8 16 10 0 5 95th Queue (ft)30 43 44 3 34 Link Distance (ft)86 695 512 512 219 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) 475 Queuing and Blocking Report Existing (2023) AM Peak Hour 10/27/2023 Downtown Chanhassen Existing AM SimTraffic Report Page 3 Intersection: 11: Laredo Blvd & W 78th St Movement EB EB WB WB WB NB SB SB Directions Served L TR L T TR LTR L TR Maximum Queue (ft) 98 135 24 93 70 61 105 132 Average Queue (ft)25 39 2 26 27 21 38 48 95th Queue (ft)68 101 13 70 64 52 76 91 Link Distance (ft)343 428 428 102 310 Upstream Blk Time (%)0 Queuing Penalty (veh)0 Storage Bay Dist (ft)80 85 70 Storage Blk Time (%)0 2 0 2 1 Queuing Penalty (veh) 0 2 0 2 1 Intersection: 14: Great Plains Blvd & Market St Movement EB EB WB NB NB SB Directions Served LT R LTR L TR L Maximum Queue (ft) 38 35 69 27 6 26 Average Queue (ft)13 11 23 2 0 3 95th Queue (ft)36 31 52 13 4 15 Link Distance (ft)308 164 215 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)115 85 95 Storage Blk Time (%) Queuing Penalty (veh) 476 10/27/2023 Downtown Chanhassen Existing PM SimTraffic Report Page 1 6: Market Blvd & W 78th St Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3.8 0.1 0.2 Total Del/Veh (s)11.8 15.3 4.7 14.2 9.9 6.3 29.0 16.9 8.2 18.7 19.6 7.2 6: Market Blvd & W 78th St Performance by movement Movement All Denied Del/Veh (s)0.0 Total Del/Veh (s)14.2 7: Market Blvd & Market Square North Driveway Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s)0.5 0.4 3.8 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 Total Del/Veh (s)19.5 16.1 6.4 18.5 25.4 8.2 5.3 2.0 0.3 4.7 1.4 0.7 7: Market Blvd & Market Square North Driveway Performance by movement Movement All Denied Del/Veh (s)0.4 Total Del/Veh (s)4.1 8: Market Blvd & Market St Performance by movement Movement EBL EBT EBR WBL WBR NBL NBT NBR SBL SBT SBR All Denied Del/Veh (s)0.2 0.1 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Del/Veh (s)19.8 23.0 4.9 17.8 8.2 6.4 2.8 1.3 5.6 0.8 0.5 3.0 SimTraffic Performance Report Existing (2023) PM Peak Hour 11: Laredo Blvd & W 78th St Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s)0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 3.8 0.4 0.3 Total Del/Veh (s)9.4 6.0 3.8 7.6 6.0 3.5 25.4 32.6 14.7 28.0 22.2 6.4 11: Laredo Blvd & W 78th St Performance by movement Movement All Denied Del/Veh (s)0.2 Total Del/Veh (s)8.1 14: Great Plains Blvd & Market St Performance by movement Movement EBL EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR All Denied Del/Veh (s)4.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 Total Del/Veh (s)7.8 3.3 10.0 12.6 4.7 2.7 0.3 0.2 4.1 1.1 0.9 1.5 477 Queuing and Blocking Report Existing (2023) PM Peak Hour 10/27/2023 Downtown Chanhassen Existing PM SimTraffic Report Page 2 Intersection: 6: Market Blvd & W 78th St Movement EB EB EB WB WB WB NB NB SB SB Directions Served L T R L T TR L TR L TR Maximum Queue (ft) 121 222 96 130 117 165 293 144 31 94 Average Queue (ft)21 108 48 61 55 66 151 60 5 33 95th Queue (ft)69 184 82 101 105 123 255 113 23 73 Link Distance (ft)508 508 343 343 296 296 330 Upstream Blk Time (%)0 Queuing Penalty (veh)1 Storage Bay Dist (ft)65 75 65 Storage Blk Time (%)0 19 5 4 1 Queuing Penalty (veh) 1 6 10 6 0 Intersection: 7: Market Blvd & Market Square North Driveway Movement EB EB WB NB NB SB SB Directions Served LT R LTR LT TR LT R Maximum Queue (ft) 95 91 74 132 31 66 18 Average Queue (ft)39 39 30 36 1 10 1 95th Queue (ft)73 72 60 99 23 41 10 Link Distance (ft)288 148 219 219 296 296 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)100 Storage Blk Time (%)0 0 Queuing Penalty (veh) 0 0 Intersection: 8: Market Blvd & Market St Movement EB WB NB NB SB Directions Served LTR LTR LT TR LTR Maximum Queue (ft) 86 67 189 118 64 Average Queue (ft)39 30 52 7 7 95th Queue (ft)71 56 125 61 35 Link Distance (ft)86 695 512 512 219 Upstream Blk Time (%) 1 Queuing Penalty (veh) 0 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) 478 Queuing and Blocking Report Existing (2023) PM Peak Hour 10/27/2023 Downtown Chanhassen Existing PM SimTraffic Report Page 3 Intersection: 11: Laredo Blvd & W 78th St Movement EB EB WB WB WB NB SB SB Directions Served L TR L T TR LTR L TR Maximum Queue (ft) 94 168 30 135 125 99 89 122 Average Queue (ft)29 57 5 56 56 42 39 49 95th Queue (ft)69 138 23 113 108 79 72 87 Link Distance (ft)343 428 428 102 310 Upstream Blk Time (%)0 Queuing Penalty (veh)0 Storage Bay Dist (ft)80 85 70 Storage Blk Time (%)0 3 2 2 2 Queuing Penalty (veh) 1 3 0 3 1 Intersection: 14: Great Plains Blvd & Market St Movement EB EB WB NB SB Directions Served LT R LTR L L Maximum Queue (ft) 27 37 79 32 30 Average Queue (ft)7 16 28 4 6 95th Queue (ft)25 37 53 21 24 Link Distance (ft)308 164 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)115 85 95 Storage Blk Time (%) Queuing Penalty (veh) 479 SimTraffic Performance Report 2045 No-Build - AM Peak Hour 02/19/2024 2045 No-Build - AM Peak Hour SimTraffic Report Page 1 6: Market Blvd & W 78th St Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s)3.5 0.9 3.4 0.2 0.0 0.0 0.0 0.0 0.0 4.6 0.1 0.1 Total Del/Veh (s)10.1 10.7 4.3 10.0 6.7 2.2 19.6 12.7 4.4 21.6 13.5 3.4 6: Market Blvd & W 78th St Performance by movement Movement All Denied Del/Veh (s)1.0 Total Del/Veh (s)8.9 8: Market Blvd & Market St Performance by movement Movement EBR WBR NBL NBT NBR SBL SBT SBR All Denied Del/Veh (s)0.1 0.1 3.6 0.5 3.5 0.0 0.0 0.0 0.6 Total Del/Veh (s)3.4 3.2 3.1 0.3 0.2 2.8 0.3 0.2 0.6 11: Laredo Blvd & W 78th St Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s)0.2 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 3.9 0.6 0.4 Total Del/Veh (s)8.4 5.3 3.6 10.5 6.3 2.1 21.4 19.8 5.9 23.6 23.0 5.7 11: Laredo Blvd & W 78th St Performance by movement Movement All Denied Del/Veh (s)0.4 Total Del/Veh (s)7.8 14: Great Plains Blvd & Market St Performance by movement Movement EBL EBR WBL WBR NBL NBT NBR SBL SBT SBR All Denied Del/Veh (s)4.0 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.2 Total Del/Veh (s)9.2 3.3 6.9 3.3 3.0 0.2 0.2 3.6 1.0 1.0 1.7 Total Zone Performance Denied Del/Veh (s)1.3 Total Del/Veh (s)88.2 480 Queuing and Blocking Report 2045 No-Build - AM Peak Hour 02/19/2024 2045 No-Build - AM Peak Hour SimTraffic Report Page 2 Intersection: 6: Market Blvd & W 78th St Movement EB EB EB WB WB WB NB NB NB SB SB Directions Served L T R L T R L T R L TR Maximum Queue (ft)55 178 131 102 132 24 141 42 68 29 36 Average Queue (ft)15 71 49 42 50 2 65 13 29 3 10 95th Queue (ft)43 136 85 79 103 13 118 34 55 17 28 Link Distance (ft)541 326 326 288 330 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)65 65 75 200 150 65 Storage Blk Time (%)0 8 2 1 2 0 Queuing Penalty (veh)0 22 5 2 2 0 Intersection: 8: Market Blvd & Market St Movement EB WB NB NB NB SB SB Directions Served R R L T R L R Maximum Queue (ft)20 68 47 4 4 47 4 Average Queue (ft)4 22 12 0 0 6 0 95th Queue (ft)16 53 39 3 3 29 3 Link Distance (ft)184 690 323 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)160 160 95 120 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 11: Laredo Blvd & W 78th St Movement EB EB WB WB WB NB SB SB Directions Served L TR L T TR LTR L TR Maximum Queue (ft)91 148 34 116 54 58 105 102 Average Queue (ft)28 42 3 44 15 21 41 52 95th Queue (ft)67 99 19 99 45 49 80 89 Link Distance (ft)326 1314 1314 87 310 Upstream Blk Time (%)0 Queuing Penalty (veh)0 Storage Bay Dist (ft)80 85 70 Storage Blk Time (%)0 1 2 3 2 Queuing Penalty (veh)1 1 0 4 1 481 Queuing and Blocking Report 2045 No-Build - AM Peak Hour 02/19/2024 2045 No-Build - AM Peak Hour SimTraffic Report Page 3 Intersection: 14: Great Plains Blvd & Market St Movement EB EB WB NB NB SB Directions Served LT R LTR L TR L Maximum Queue (ft)52 73 74 34 3 25 Average Queue (ft)20 27 28 7 0 4 95th Queue (ft)48 56 59 28 2 19 Link Distance (ft)315 168 517 517 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)115 95 Storage Blk Time (%)0 Queuing Penalty (veh)0 Zone Summary Zone wide Queuing Penalty: 39 482 Page 1 of 3Report dated 19-Feb-2024 Rodel Version 1.96 Scheme: 2045 NB Run number 78 Project: Market Blvd2045 AM Peak 85% Confidence Level Daylight conditions Rodel-Win1 - Full Geometry Operational Data Main Geometry (ft) Approach and Entry Geometry Leg Leg Names Approach Bearing (deg) Grade Separation G Half Width V Approach Lanes n Entry Width E Entry Lanes n Flare Length L' Entry Radius R Entry Angle Phi 1 NB Market Blvd 0 0 12.00 1 14.00 1 150.00 66.00 30.00 2 WB Market Square 90 0 12.00 1 14.00 1 150.00 66.00 30.00 3 SB Market Blvd 180 0 12.00 1 14.00 1 150.00 66.00 30.00 4 EB Market Square 270 0 12.00 1 14.00 1 150.00 66.00 30.00 Circulating and Exit Geometry Leg Leg Names Inscribed Diameter D Circulating Width C Circulating Lanes nc Exit Width Ex Exit Lanes nex Exit Half Width Vx Exit Half Width Lanes nvx 1 NB Market Blvd 110.00 15.00 1 14.00 1 12.00 1 2 WB Market Square 110.00 15.00 1 14.00 1 12.00 1 3 SB Market Blvd 110.00 15.00 1 14.00 1 12.00 1 4 EB Market Square 110.00 15.00 1 14.00 1 12.00 1 Capacity Modifiers and Capacity Calibration (veh/hr) Leg Leg Names Entry Capacity Capacity + or - XWalk Factor Entry Calibration Intercept + or - Slope Factor Approach Road V (ft) Default Capacity Calib Capacity Exit Road V (ft) Default Capacity Calib Capacity 1 NB Market Blvd 0 1.000 0 1.000 20.00 1792 0 12.00 1792 0 2 WB Market Square 0 1.000 0 1.000 20.00 1792 0 12.00 1792 0 3 SB Market Blvd 0 1.000 0 1.000 20.00 1792 0 12.00 1792 0 4 EB Market Square 0 1.000 0 1.000 20.00 1792 0 12.00 1792 0 483 Page 2 of 3Report dated 19-Feb-2024 Rodel Version 1.96 Scheme: 2045 NB Run number 78 Project: Market Blvd2045 AM Peak 85% Confidence Level Daylight conditions Rodel-Win1 - Full Geometry Operational Results 2045 AM Peak - 60 minutes Flows and Capacity Leg Leg Names Bypass Type Flows (veh/hr) Arrival Flow Entry Bypass Opposing Flow Entry Bypass Exit Flow Capacity (veh/hr) Capacity Entry Bypass Average VCR Entry Bypass 1 NB Market Blvd None 299 50 366 947 0.3159 2 WB Market Square None 54 327 22 781 0.0691 3 SB Market Blvd None 368 76 305 950 0.3872 4 EB Market Square None 56 360 84 802 0.0698 Delays, Queues and Level of Service Leg Leg Names Bypass Type Average Delay (sec) Entry Bypass Leg 95% Queue (veh) Entry Bypass Level of Service Entry Bypass Leg 1 NB Market Blvd None 5.37 5.37 1.47 A A 2 WB Market Square None 4.77 4.77 0.22 A A 3 SB Market Blvd None 6.05 6.05 1.93 A A 4 EB Market Square None 4.78 4.78 0.22 A A 484 Page 3 of 3Report dated 19-Feb-2024 Rodel Version 1.96 Scheme: 2045 NB Run number 78 Project: Market Blvd2045 AM Peak 85% Confidence Level Daylight conditions Rodel-Win1 - Full Geometry Global Results Performance and Accidents 2045 AM Peak Global Performance Parameter Units Entries Bypasses Total Arrive Flows veh/hr 777 777 Capacity veh/hr 3480 3480 Average Delay sec/veh 5.61 5.61 L.O.S. (Signal)A – F A A L.O.S. (Unsig)A – F A A Total Delay veh.hrs 1.21 1.21 485 SimTraffic Performance Report 2045 No-Build - PM Peak Hour 02/19/2024 2045 No-Build - PM Peak Hour SimTraffic Report Page 1 6: Market Blvd & W 78th St Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s)3.5 1.3 3.3 0.2 0.1 0.0 0.0 0.0 0.0 4.0 0.2 0.2 Total Del/Veh (s)19.3 22.1 8.8 21.6 15.9 2.6 38.9 18.4 9.8 22.6 18.5 7.1 6: Market Blvd & W 78th St Performance by movement Movement All Denied Del/Veh (s)0.8 Total Del/Veh (s)20.3 8: Market Blvd & Market St Performance by movement Movement EBR WBR NBL NBT NBR SBL SBT SBR All Denied Del/Veh (s)0.1 0.1 3.5 1.2 3.2 0.0 0.0 0.0 0.9 Total Del/Veh (s)6.3 11.6 6.7 2.1 0.5 6.6 1.0 0.6 2.6 11: Laredo Blvd & W 78th St Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s)0.1 0.0 0.0 1.1 0.1 0.0 0.4 0.1 0.2 3.8 0.5 0.4 Total Del/Veh (s)10.1 5.8 3.6 9.3 7.4 2.1 28.9 22.8 11.7 31.6 26.9 8.6 11: Laredo Blvd & W 78th St Performance by movement Movement All Denied Del/Veh (s)0.3 Total Del/Veh (s)8.9 14: Great Plains Blvd & Market St Performance by movement Movement EBL EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR All Denied Del/Veh (s)4.2 0.2 0.1 0.1 0.1 0.1 0.2 0.1 0.0 0.0 0.0 0.2 Total Del/Veh (s)10.9 3.7 12.5 10.7 4.3 3.1 0.3 0.1 5.1 1.2 1.3 1.8 Total Zone Performance Denied Del/Veh (s)1.3 Total Del/Veh (s)226.7 486 Queuing and Blocking Report 2045 No-Build - PM Peak Hour 02/19/2024 2045 No-Build - PM Peak Hour SimTraffic Report Page 2 Intersection: 6: Market Blvd & W 78th St Movement EB EB EB WB WB WB NB NB NB SB SB Directions Served L T R L T R L T R L TR Maximum Queue (ft)124 430 165 174 322 19 225 336 116 26 88 Average Queue (ft)28 171 97 90 153 3 182 101 42 7 28 95th Queue (ft)77 321 182 174 286 13 258 319 88 25 66 Link Distance (ft)541 326 326 288 330 Upstream Blk Time (%)0 0 5 Queuing Penalty (veh)0 1 32 Storage Bay Dist (ft)65 65 75 200 150 65 Storage Blk Time (%)0 29 5 7 19 16 0 2 Queuing Penalty (veh)3 97 20 34 34 34 0 0 Intersection: 8: Market Blvd & Market St Movement EB WB NB NB NB SB Directions Served R R L T R L Maximum Queue (ft)77 53 108 117 4 46 Average Queue (ft)27 21 40 12 0 13 95th Queue (ft)50 43 88 96 0 40 Link Distance (ft)184 690 323 Upstream Blk Time (%)1 Queuing Penalty (veh)0 Storage Bay Dist (ft)160 160 95 Storage Blk Time (%)1 Queuing Penalty (veh)2 Intersection: 11: Laredo Blvd & W 78th St Movement EB EB WB WB WB NB SB SB Directions Served L TR L T TR LTR L TR Maximum Queue (ft)99 199 60 206 56 97 111 135 Average Queue (ft)33 56 5 89 23 43 45 53 95th Queue (ft)70 141 23 162 52 88 88 98 Link Distance (ft)326 1314 1314 87 310 Upstream Blk Time (%)2 Queuing Penalty (veh)0 Storage Bay Dist (ft)80 85 70 Storage Blk Time (%)0 3 6 5 3 Queuing Penalty (veh)1 3 1 7 2 487 Queuing and Blocking Report 2045 No-Build - PM Peak Hour 02/19/2024 2045 No-Build - PM Peak Hour SimTraffic Report Page 3 Intersection: 14: Great Plains Blvd & Market St Movement EB EB WB NB NB SB SB Directions Served LT R LTR L TR L TR Maximum Queue (ft)39 59 70 47 5 35 7 Average Queue (ft)14 31 32 13 0 7 0 95th Queue (ft)40 52 60 38 4 28 3 Link Distance (ft)315 168 517 517 1314 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)115 95 Storage Blk Time (%) Queuing Penalty (veh) Zone Summary Zone wide Queuing Penalty: 271 488 Page 1 of 3Report dated 19-Feb-2024 Rodel Version 1.96 Scheme: 2045 NB Run number 79 Project: Market Blvd2045 PM Peak 85% Confidence Level Daylight conditions Rodel-Win1 - Full Geometry Operational Data Main Geometry (ft) Approach and Entry Geometry Leg Leg Names Approach Bearing (deg) Grade Separation G Half Width V Approach Lanes n Entry Width E Entry Lanes n Flare Length L' Entry Radius R Entry Angle Phi 1 NB Market Blvd 0 0 12.00 1 14.00 1 150.00 66.00 30.00 2 WB Market Square 90 0 12.00 1 14.00 1 150.00 66.00 30.00 3 SB Market Blvd 180 0 12.00 1 14.00 1 150.00 66.00 30.00 4 EB Market Square 270 0 12.00 1 14.00 1 150.00 66.00 30.00 Circulating and Exit Geometry Leg Leg Names Inscribed Diameter D Circulating Width C Circulating Lanes nc Exit Width Ex Exit Lanes nex Exit Half Width Vx Exit Half Width Lanes nvx 1 NB Market Blvd 110.00 15.00 1 14.00 1 12.00 1 2 WB Market Square 110.00 15.00 1 14.00 1 12.00 1 3 SB Market Blvd 110.00 15.00 1 14.00 1 12.00 1 4 EB Market Square 110.00 15.00 1 14.00 1 12.00 1 Capacity Modifiers and Capacity Calibration (veh/hr) Leg Leg Names Entry Capacity Capacity + or - XWalk Factor Entry Calibration Intercept + or - Slope Factor Approach Road V (ft) Default Capacity Calib Capacity Exit Road V (ft) Default Capacity Calib Capacity 1 NB Market Blvd 0 1.000 0 1.000 20.00 1792 0 12.00 1792 0 2 WB Market Square 0 1.000 0 1.000 20.00 1792 0 12.00 1792 0 3 SB Market Blvd 0 1.000 0 1.000 20.00 1792 0 12.00 1792 0 4 EB Market Square 0 1.000 0 1.000 20.00 1792 0 12.00 1792 0 489 Page 2 of 3Report dated 19-Feb-2024 Rodel Version 1.96 Scheme: 2045 NB Run number 79 Project: Market Blvd2045 PM Peak 85% Confidence Level Daylight conditions Rodel-Win1 - Full Geometry Operational Results 2045 PM Peak - 60 minutes Flows and Capacity Leg Leg Names Bypass Type Flows (veh/hr) Arrival Flow Entry Bypass Opposing Flow Entry Bypass Exit Flow Capacity (veh/hr) Capacity Entry Bypass Average VCR Entry Bypass 1 NB Market Blvd None 611 118 617 926 0.6596 2 WB Market Square None 106 668 61 631 0.1680 3 SB Market Blvd None 511 184 590 894 0.5719 4 EB Market Square None 241 494 201 728 0.3309 Delays, Queues and Level of Service Leg Leg Names Bypass Type Average Delay (sec) Entry Bypass Leg 95% Queue (veh) Entry Bypass Level of Service Entry Bypass Leg 1 NB Market Blvd None 11.03 11.03 6.06 B B 2 WB Market Square None 6.86 6.86 0.87 A A 3 SB Market Blvd None 9.21 9.21 4.25 A A 4 EB Market Square None 7.35 7.35 1.77 A A 490 Page 3 of 3Report dated 19-Feb-2024 Rodel Version 1.96 Scheme: 2045 NB Run number 79 Project: Market Blvd2045 PM Peak 85% Confidence Level Daylight conditions Rodel-Win1 - Full Geometry Global Results Performance and Accidents 2045 PM Peak Global Performance Parameter Units Entries Bypasses Total Arrive Flows veh/hr 1469 1469 Capacity veh/hr 3179 3179 Average Delay sec/veh 9.49 9.49 L.O.S. (Signal)A – F A A L.O.S. (Unsig)A – F A A Total Delay veh.hrs 3.87 3.87 491 SimTraffic Performance Report 2045 Build - AM Peak Hour 03/07/2024 2045 Build - AM Peak Hour SimTraffic Report Page 1 6: Market Blvd & W 78th St Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s)3.3 0.9 3.4 0.2 0.0 0.0 0.0 0.0 0.1 4.4 0.2 0.1 Total Del/Veh (s)9.2 11.3 4.7 11.2 6.2 2.2 21.0 15.5 5.7 21.0 16.2 4.3 6: Market Blvd & W 78th St Performance by movement Movement All Denied Del/Veh (s)0.9 Total Del/Veh (s)9.5 8: Market Blvd & Market St Performance by movement Movement EBR WBR NBL NBT NBR SBL SBT SBR All Denied Del/Veh (s)0.1 0.1 3.6 0.5 3.5 0.0 0.0 0.0 0.6 Total Del/Veh (s)4.8 3.4 3.5 0.4 0.2 3.5 0.9 0.8 1.0 11: Laredo Blvd & W 78th St Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s)0.5 0.0 0.2 0.2 0.0 0.0 0.8 0.2 0.3 3.7 0.3 0.4 Total Del/Veh (s)10.0 8.1 5.4 9.1 8.2 2.7 21.3 25.7 10.0 23.9 26.3 6.0 11: Laredo Blvd & W 78th St Performance by movement Movement All Denied Del/Veh (s)0.4 Total Del/Veh (s)10.0 14: Great Plains Blvd & Market St Performance by movement Movement EBL EBR WBL WBR NBL NBT NBR SBL SBT SBR All Denied Del/Veh (s)4.0 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.2 Total Del/Veh (s)8.4 3.5 7.5 3.5 2.4 0.2 0.2 3.8 1.2 1.0 1.8 Total Zone Performance Denied Del/Veh (s)1.2 Total Del/Veh (s)100.8 492 Queuing and Blocking Report 2045 Build - AM Peak Hour 03/07/2024 2045 Build - AM Peak Hour SimTraffic Report Page 2 Intersection: 6: Market Blvd & W 78th St Movement EB EB EB WB WB WB NB NB NB SB SB Directions Served L T R L T R L T R L TR Maximum Queue (ft) 66 211 162 150 153 19 156 60 83 29 43 Average Queue (ft)13 82 53 54 54 2 66 15 32 3 14 95th Queue (ft)46 155 108 103 114 12 121 43 64 17 35 Link Distance (ft)541 326 326 302 330 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)65 65 75 200 150 65 Storage Blk Time (%)0 9 2 2 3 0 Queuing Penalty (veh) 0 23 6 6 4 0 Intersection: 8: Market Blvd & Market St Movement EB WB NB SB Directions Served R R L L Maximum Queue (ft) 23 55 53 48 Average Queue (ft)3 18 11 8 95th Queue (ft)16 43 38 32 Link Distance (ft)184 690 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)160 95 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 11: Laredo Blvd & W 78th St Movement EB EB WB WB WB NB SB SB Directions Served L TR L T TR LTR L TR Maximum Queue (ft) 98 218 50 131 80 109 94 131 Average Queue (ft)32 72 17 52 20 62 38 54 95th Queue (ft)74 160 45 107 55 108 75 99 Link Distance (ft)326 1314 1314 87 310 Upstream Blk Time (%)5 Queuing Penalty (veh)0 Storage Bay Dist (ft)80 85 70 Storage Blk Time (%)1 5 2 2 2 Queuing Penalty (veh) 3 5 1 3 2 493 Queuing and Blocking Report 2045 Build - AM Peak Hour 03/07/2024 2045 Build - AM Peak Hour SimTraffic Report Page 3 Intersection: 14: Great Plains Blvd & Market St Movement EB EB WB NB NB SB Directions Served LT R LTR L TR L Maximum Queue (ft) 60 64 68 26 3 34 Average Queue (ft)24 31 29 4 0 5 95th Queue (ft)52 53 57 20 2 23 Link Distance (ft)315 168 517 517 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)115 95 Storage Blk Time (%) Queuing Penalty (veh) Zone Summary Zone wide Queuing Penalty: 54 494 Page 1 of 3Report dated 7-Mar-2024 Rodel Version 1.96 Scheme: 2045 Build - AM Peak Run number 82 Project: Market Blvd2045 AM Peak 85% Confidence Level Daylight conditions Rodel-Win1 - Full Geometry Operational Data Main Geometry (ft) Approach and Entry Geometry Leg Leg Names Approach Bearing (deg) Grade Separation G Half Width V Approach Lanes n Entry Width E Entry Lanes n Flare Length L' Entry Radius R Entry Angle Phi 1 NB Market Blvd 0 0 12.00 1 14.00 1 150.00 66.00 30.00 2 WB Market Square 90 0 12.00 1 14.00 1 150.00 66.00 30.00 3 SB Market Blvd 180 0 12.00 1 14.00 1 150.00 66.00 30.00 4 EB Market Square 270 0 12.00 1 14.00 1 150.00 66.00 30.00 Circulating and Exit Geometry Leg Leg Names Inscribed Diameter D Circulating Width C Circulating Lanes nc Exit Width Ex Exit Lanes nex Exit Half Width Vx Exit Half Width Lanes nvx 1 NB Market Blvd 110.00 15.00 1 14.00 1 12.00 1 2 WB Market Square 110.00 15.00 1 14.00 1 12.00 1 3 SB Market Blvd 110.00 15.00 1 14.00 1 12.00 1 4 EB Market Square 110.00 15.00 1 14.00 1 12.00 1 Capacity Modifiers and Capacity Calibration (veh/hr) Leg Leg Names Entry Capacity Capacity + or - XWalk Factor Entry Calibration Intercept + or - Slope Factor Approach Road V (ft) Default Capacity Calib Capacity Exit Road V (ft) Default Capacity Calib Capacity 1 NB Market Blvd 0 1.000 0 1.000 20.00 1792 0 12.00 1792 0 2 WB Market Square 0 1.000 0 1.000 20.00 1792 0 12.00 1792 0 3 SB Market Blvd 0 1.000 0 1.000 20.00 1792 0 12.00 1792 0 4 EB Market Square 0 1.000 0 1.000 20.00 1792 0 12.00 1792 0 495 Page 2 of 3Report dated 7-Mar-2024 Rodel Version 1.96 Scheme: 2045 Build - AM Peak Run number 82 Project: Market Blvd2045 AM Peak 85% Confidence Level Daylight conditions Rodel-Win1 - Full Geometry Operational Results 2045 AM Peak - 60 minutes Flows and Capacity Leg Leg Names Bypass Type Flows (veh/hr) Arrival Flow Entry Bypass Opposing Flow Entry Bypass Exit Flow Capacity (veh/hr) Capacity Entry Bypass Average VCR Entry Bypass 1 NB Market Blvd None 332 50 420 947 0.3507 2 WB Market Square None 71 360 22 764 0.0930 3 SB Market Blvd None 405 93 338 941 0.4305 4 EB Market Square None 56 414 84 772 0.0726 Delays, Queues and Level of Service Leg Leg Names Bypass Type Average Delay (sec) Entry Bypass Leg 95% Queue (veh) Entry Bypass Level of Service Entry Bypass Leg 1 NB Market Blvd None 5.65 5.65 1.73 A A 2 WB Market Square None 5.01 5.01 0.31 A A 3 SB Market Blvd None 6.57 6.57 2.34 A A 4 EB Market Square None 4.98 4.98 0.23 A A 496 Page 3 of 3Report dated 7-Mar-2024 Rodel Version 1.96 Scheme: 2045 Build - AM Peak Run number 82 Project: Market Blvd2045 AM Peak 85% Confidence Level Daylight conditions Rodel-Win1 - Full Geometry Global Results Performance and Accidents 2045 AM Peak Global Performance Parameter Units Entries Bypasses Total Arrive Flows veh/hr 864 864 Capacity veh/hr 3423 3423 Average Delay sec/veh 5.99 5.99 L.O.S. (Signal)A – F A A L.O.S. (Unsig)A – F A A Total Delay veh.hrs 1.44 1.44 497 SimTraffic Performance Report 2045 Build - PM Peak Hour 03/07/2024 2045 Build - PM Peak Hour SimTraffic Report Page 1 6: Market Blvd & W 78th St Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s)3.2 1.3 3.3 0.1 0.1 0.0 0.0 0.0 0.0 4.2 0.2 0.2 Total Del/Veh (s)20.0 25.3 10.1 25.7 15.7 3.1 39.8 20.5 10.9 23.4 18.0 9.0 6: Market Blvd & W 78th St Performance by movement Movement All Denied Del/Veh (s)0.8 Total Del/Veh (s)21.6 8: Market Blvd & Market St Performance by movement Movement EBR WBR NBL NBT NBR SBL SBT SBR All Denied Del/Veh (s)0.2 0.1 3.5 1.3 3.4 0.0 0.0 0.0 0.9 Total Del/Veh (s)6.8 16.8 7.1 3.0 0.9 6.4 1.0 0.9 3.2 11: Laredo Blvd & W 78th St Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s)0.0 0.0 0.0 0.6 0.1 0.0 1.1 1.2 0.7 3.8 0.4 0.4 Total Del/Veh (s)12.7 10.0 7.2 14.2 9.1 2.4 25.8 27.7 15.0 25.8 21.1 8.2 11: Laredo Blvd & W 78th St Performance by movement Movement All Denied Del/Veh (s)0.3 Total Del/Veh (s)11.1 14: Great Plains Blvd & Market St Performance by movement Movement EBL EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR All Denied Del/Veh (s)4.1 0.2 0.1 0.1 0.1 0.2 0.2 0.1 0.0 0.0 0.0 0.2 Total Del/Veh (s)13.8 4.1 12.1 10.8 4.8 3.4 0.3 0.2 5.4 1.6 1.5 1.9 Total Zone Performance Denied Del/Veh (s)1.3 Total Del/Veh (s)258.0 498 Queuing and Blocking Report 2045 Build - PM Peak Hour 03/07/2024 2045 Build - PM Peak Hour SimTraffic Report Page 2 Intersection: 6: Market Blvd & W 78th St Movement EB EB EB WB WB WB NB NB NB SB SB Directions Served L T R L T R L T R L TR Maximum Queue (ft) 164 451 165 175 328 28 225 339 121 38 96 Average Queue (ft)32 199 113 97 151 3 180 118 47 9 29 95th Queue (ft)99 362 204 175 273 17 256 348 94 29 67 Link Distance (ft)541 326 326 288 330 Upstream Blk Time (%)0 0 6 Queuing Penalty (veh)0 2 37 Storage Bay Dist (ft)65 65 75 200 150 65 Storage Blk Time (%)0 35 5 13 20 15 0 0 1 Queuing Penalty (veh) 2 118 20 62 41 39 0 0 0 Intersection: 8: Market Blvd & Market St Movement EB WB NB NB NB SB SB Directions Served R R L T R L R Maximum Queue (ft) 64 59 104 127 52 60 13 Average Queue (ft)27 25 40 22 4 17 0 95th Queue (ft)53 51 93 134 49 48 6 Link Distance (ft)184 690 323 Upstream Blk Time (%)1 Queuing Penalty (veh)0 Storage Bay Dist (ft)160 160 95 120 Storage Blk Time (%)0 2 0 0 Queuing Penalty (veh)0 4 0 0 Intersection: 11: Laredo Blvd & W 78th St Movement EB EB WB WB WB NB SB SB Directions Served L TR L T TR LTR L TR Maximum Queue (ft) 156 291 156 219 103 115 106 121 Average Queue (ft)41 98 37 95 28 72 41 52 95th Queue (ft)109 230 90 178 69 116 83 93 Link Distance (ft)326 1314 1314 87 310 Upstream Blk Time (%)0 8 Queuing Penalty (veh)0 0 Storage Bay Dist (ft)80 85 70 Storage Blk Time (%)0 8 0 8 3 3 Queuing Penalty (veh) 1 8 0 5 4 2 499 Queuing and Blocking Report 2045 Build - PM Peak Hour 03/07/2024 2045 Build - PM Peak Hour SimTraffic Report Page 3 Intersection: 14: Great Plains Blvd & Market St Movement EB EB WB NB NB SB SB Directions Served LT R LTR L TR L TR Maximum Queue (ft) 43 65 77 48 3 40 2 Average Queue (ft)13 32 35 14 0 7 0 95th Queue (ft)39 54 63 40 2 28 2 Link Distance (ft)315 168 517 517 1314 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)115 95 Storage Blk Time (%) Queuing Penalty (veh) Zone Summary Zone wide Queuing Penalty: 347 500 Page 1 of 3Report dated 7-Mar-2024 Rodel Version 1.96 Scheme: 2045 Build - AM Peak Run number 89 Project: Market Blvd2045 PM Peak 85% Confidence Level Daylight conditions Rodel-Win1 - Full Geometry Operational Data Main Geometry (ft) Approach and Entry Geometry Leg Leg Names Approach Bearing (deg) Grade Separation G Half Width V Approach Lanes n Entry Width E Entry Lanes n Flare Length L' Entry Radius R Entry Angle Phi 1 NB Market Blvd 0 0 12.00 1 14.00 1 150.00 66.00 30.00 2 WB Market Square 90 0 12.00 1 14.00 1 150.00 66.00 30.00 3 SB Market Blvd 180 0 12.00 1 14.00 1 150.00 66.00 30.00 4 EB Market Square 270 0 12.00 1 14.00 1 150.00 66.00 30.00 Circulating and Exit Geometry Leg Leg Names Inscribed Diameter D Circulating Width C Circulating Lanes nc Exit Width Ex Exit Lanes nex Exit Half Width Vx Exit Half Width Lanes nvx 1 NB Market Blvd 110.00 15.00 1 14.00 1 12.00 1 2 WB Market Square 110.00 15.00 1 14.00 1 12.00 1 3 SB Market Blvd 110.00 15.00 1 14.00 1 12.00 1 4 EB Market Square 110.00 15.00 1 14.00 1 12.00 1 Capacity Modifiers and Capacity Calibration (veh/hr) Leg Leg Names Entry Capacity Capacity + or - XWalk Factor Entry Calibration Intercept + or - Slope Factor Approach Road V (ft) Default Capacity Calib Capacity Exit Road V (ft) Default Capacity Calib Capacity 1 NB Market Blvd 0 1.000 0 1.000 20.00 1792 0 12.00 1792 0 2 WB Market Square 0 1.000 0 1.000 20.00 1792 0 12.00 1792 0 3 SB Market Blvd 0 1.000 0 1.000 20.00 1792 0 12.00 1792 0 4 EB Market Square 0 1.000 0 1.000 20.00 1792 0 12.00 1792 0 501 Page 2 of 3Report dated 7-Mar-2024 Rodel Version 1.96 Scheme: 2045 Build - AM Peak Run number 89 Project: Market Blvd2045 PM Peak 85% Confidence Level Daylight conditions Rodel-Win1 - Full Geometry Operational Results 2045 PM Peak - 60 minutes Flows and Capacity Leg Leg Names Bypass Type Flows (veh/hr) Arrival Flow Entry Bypass Opposing Flow Entry Bypass Exit Flow Capacity (veh/hr) Capacity Entry Bypass Average VCR Entry Bypass 1 NB Market Blvd None 653 118 653 926 0.7049 2 WB Market Square None 113 710 61 608 0.1860 3 SB Market Blvd None 540 191 632 890 0.6070 4 EB Market Square None 241 530 201 708 0.3402 Delays, Queues and Level of Service Leg Leg Names Bypass Type Average Delay (sec) Entry Bypass Leg 95% Queue (veh) Entry Bypass Level of Service Entry Bypass Leg 1 NB Market Blvd None 12.67 12.67 7.58 B B 2 WB Market Square None 7.31 7.31 1.00 A A 3 SB Market Blvd None 10.07 10.07 4.99 B B 4 EB Market Square None 7.67 7.67 1.87 A A 502 Page 3 of 3Report dated 7-Mar-2024 Rodel Version 1.96 Scheme: 2045 Build - AM Peak Run number 89 Project: Market Blvd2045 PM Peak 85% Confidence Level Daylight conditions Rodel-Win1 - Full Geometry Global Results Performance and Accidents 2045 PM Peak Global Performance Parameter Units Entries Bypasses Total Arrive Flows veh/hr 1547 1547 Capacity veh/hr 3132 3132 Average Delay sec/veh 10.59 10.59 L.O.S. (Signal)A – F B B L.O.S. (Unsig)A – F B B Total Delay veh.hrs 4.55 4.55 503 800 Washington Avenue North, Suite 103 Minneapolis, MN 55401 Memorandum To : Eric Maass, Planning Director, City of Chanhassen From: Kevin Clarke, HKGi Subject: Parking Analysis for Proposed Market Boulevard & West 78th Street Mixed Use Project Date: February 13, 2024 Project Introduction Parking in Chanhassen’s Downtown Area between W 78th Street, Market Boulevard, Great Plains Boulevard, and the railroad tracks is provided through both private/restricted parking and through shared parking agreements. Shared parking in this district is beneficial to reduce the amount of parking needed by allowing spaces to be used by multiple users at different times. For example, the parking demanded for hotel and grocery do not often overlap so the same space can serve multiple vehicles over the course of a day rather than requiring both users to build separate stalls. This contributes to a denser, more walkable environment that is desired within the downtown area. There are limits to this, as demand for some spaces overlaps and cannot be “doubled up” and some additional supply needs to be built in with the intent of ensuring available parking. Because there are potential benefits and opportunities for shared parking, the City can utilize a parking study to review the impacts of a proposed development, rather than relying solely on code ratios. This study is intended to examine the parking impacts of the proposed development project at Market Blvd and 78th St. within the context of the larger Downtown Chanhassen area. This study utilizes similar methodology as used to evaluate parking demand in the area in 2013 and when evaluating the Venue/Aldi project. This approach takes into account changes in parking demand over the course of a day, and expected parking demand from different land uses. This study reviews findings from the City’s zoning code, the Institute of Traffic Engineers (ITE), and the Urban Land Institute (ULI) and applies a hybrid approach using all three when appropriate to anticipating demand. Findings More detailed findings can be found below and in the parking generation tool spreadsheets, but at a high level, the proposed project will more fully utilize parking compared with what is observed today. This is in part because the Cinema is not generating demand currently, the transit ramp is not being used for park-and-riders, and peak hotel use is more occasional than a restaurant or housing. If the current spaces were occupied and being used as modeled, the district would be seeing about 88% parking utilization at peak conditions. If the project as proposed is built, the district would be seeing about 92% parking utilization at peak conditions. Using the same methodologies as previous parking studies for the district, parking across the study area will increase in peak demand conditions from 73% modeled utilization (with the theater closed) to 77%, or a net increase in about 54 spaces demanded as compared to supply. 504 February 13, 2024 Downtown Chanhassen Parking Analysis Memorandum 2 This project will also create more impact on the west side of the study area. When looking at the parking availability north and south of the proposed project (eliminating the SWTransit Parking Ramp and the large lot east of the Chanhassen Dinner Theater), the peak utilization numbers reach 92% utilization for the retail uses and parking spaces anticipated for residential users would be nearly fully utilized. This study finds that the proposed parking is adequate to meet the demands of the proposed development. In total, the area will see an increase utilization of parking from 88% based on existing land uses to 92% at peak demand. This increased demand can be further mitigated through shared parking facilitated through shared residential parking on the south side of The Venue . Additional strategies, if necessary in the longer term, are available and discussed at the end of this study. A note on ratios and utilization The ratios that are used in this study are intended to represent the highest reasonable parking demand created by a land use. For example, when considering numbers for a restaurant, the intent is for the ratios to represent a Friday or Saturday at a popular restaurant. A less frequented restaurant on a Tuesday will not have nearly the same parking counts, but the study is intentionally using the highest reasonable numbers. It is common for parking counts and parking demand to lag behind both zoning and the model. In the study area, the model would anticipate The Venue generating demand to park 215 vehicles. Informal observations would suggest the actual number is closer to 160-180. The model also includes shared parking considerations. Demand is modeled hourly and the max demand over the course of a day is the reported “Peak” demand. That means even if two uses both generate 100 spaces of demand, the total peak demand may still be less than 200 stalls if the demand does not fully overlap (ie. hotel demand is heaviest overnight, while office demand is heavier during the day). The model does not include conclusions for “one-off” events that may exceed the numbers shown. Consider the Fourth of July when the City is hosting festivities at City Hall and City Center Park, or a hypothetical where the businesses throw big a block party, it is more likely that parking would be in short supply. Proposed Development Roers Companies is proposing the development of two mixed use buildings. These buildings will replace the existing Country Inn and Suites, High Timber Lounge, and Chanhassen Cinema. The west building will include 184 units of housing and 11,853 SF of retail uses spread across four spaces. The east building will include 3,029 SF of retail over two spaces and 126 units of housing. Both also include structured parking and amenity space. A more detailed review of the proposed uses is below: 505 February 13, 2024 Downtown Chanhassen Parking Analysis Memorandum 3 West Building East Building Residential (Units) 184 Residential (Units) 126 Studio/Alcove/1 Bedroom 93 Studio/Alcove/1 Bedroom 72 2 Bedroom/3Bedroom 91 2 Bedroom/3Bedroom 54 Retail Uses (SF) 11,853 Retail Uses (SF) 3,029 General Retail 7,400 General Retail 3,029 Restaurant 4,453 Parking Generation Residential – East Building The east building will contain 72 units with 1 or fewer bedrooms. The City’s zoning code would require 1.5 spaces for every unit, anticipating that some units would have 2 people living in them, each with their own car. Furthermore there should be enough parking for guests. For the purposes of this analysis, 1.38 spaces per unit is a more appropriate ratio. This is the ratio utilized by ITE for all apartments (including multi-bedroom units). It is further reinforced by observed parking demand generated by The Venue project immediately to the east. The east building will also contain 54 units with 2 or 3 bedrooms. Zoning would require 2 spaces for each unit. This analysis finds that 1.85 spaces per unit is more appropriate. This is consistent with ULI’s findings. Based on observations of The Venue and anecdotal trends that suggest more people are using second bedrooms as guest bedrooms (only occasional parking need) or home offices, the 1.85 spaces per unit ratio is potentially higher than true demand. Residential – West Building The west building will contain 93 units with 1 or fewer bedrooms. An additional 91 apartments will be 2-3 bedroom units. The same ratios are used for the east and west buildings. Residential Parking Impacts Units Ratio Spaces 0-1 BR 165 1.38 227.7 2+ BR 145 1.85 268.3 TOTAL 310 496.0 As illustrated above, the residential land uses associated with the two buildings are expected to generate demand for 496 spaces. The City’s zoning code and this project expect at least 1 dedicated, structured parking stall per unit. The current design as submitted includes 342 parking stalls dedicated for residents with controlled access, which is more than the 310 units being built. These stalls will not be available to other users, and cannot be included in shared parking agreements, or generate shared parking efficiencies. 506 February 13, 2024 Downtown Chanhassen Parking Analysis Memorandum 4 With 496 spaces demanded and 342 dedicated, structured spaces supplied, there is anticipated demand for an additional 154 stalls. The 154 additional stalls necessary at peak are provided through the surface parking lots. Residential parking demand peaks overnight, but even during the day it remains well used, only dipping to 65% of total demand at mid-day. Demand in late afternoons/evenings is between 90-100%. Dedicated, structured parking stalls are counted as 100% occupied, even though they may not have a car in them, because they are not available to other parking users. General Retail – East Building The east building is designed with two retail bays, totaling 3,029 SF of space. The City’s zoning code uses 1 parking stall for every 250 SF of retail space. ITE and ULI, with observed counts, use similar demand numbers at 1 per 244 SF (ITE) and 1 per 250 SF (ULI). For this analysis, 1 stall per 250 SF is used. General Retail – West Building The west building has 3 bays slotted for retail, adding up to 7,400 SF. As discussed above, these spaces are counted as generating demand at 1 stall per 250 SF. Restaurant – West Building The west building also incorporates 4,453 SF of restaurant space. The City’s zoning code utilizes a ratio of 1 space for every 60 square feet of restaurant space. If the restaurant has a full liquor license, the ratio is one space per 50 SF. This study utilizes a ratio of about 1 stall per 55 square feet. This is consistent with the ULI ratio. For comparison, ITE, which is based solely off of observed conditions, found the highest typical peak demand closer to 1 vehicle per 75 SF at suburban restaurants. Commercial Parking Impacts SF Ratio Spaces East Building Retail 3,029 0.004 12.1 West Building Retail 7,400 0.004 29.6 West Building Restaurant 4,453 0.018 80.1 TOTAL 121.9 As illustrated above, the retail/restaurant land uses associated with the two buildings are expected to generate demand for 121 spaces. These uses peak in the late afternoon/evening, but carry some parking demand through the day. This can be highly dependent on a business’ hours of operation. For example a bank will not typically have much demand after 5:00 PM, while a dinner only restaurant may only require a few spaces until then. Overnight demand is expected to be minimal. Land Uses/Parking Generators Removed As part of the development, the hotel, High Timber Lounge, associated meeting rooms, and the Chanhassen Cinema will be removed. This also frees up a number of spaces when calculating available parking. Chanhassen Cinema is closed, so it is not currently generating parking demand, but 507 February 13, 2024 Downtown Chanhassen Parking Analysis Memorandum 5 previous calculations for other development projects have included the demand when calculating parking availability. Rooms/SF/Seats Spaces Hotel 122 Rooms -152.5 High Timber Lounge 950 SF -15.7 Meeting/Conference 1,849 SF -212.3 Cinema 1,115 seats -301.1 TOTAL -526.5 It is worth noting that these numbers do represent peak demand, not typical demand. Furthermore, the cinema has been able to utilize the SWTransit parking ramp if necessary, as the cinema peak was typically in the evening, while transit ridership was typically during the day. Change in Net Parking Demand Spaces New Residential Demand 496.0 New Retail/Restaurant Demand 121.9 Removed Demand -526.5 TOTAL 91.4 The proposed development will generate demand for an additional 91.4 spaces than what exists today. As discussed below, the proposed development results in a net parking change of 323 more parking spaces that what currently exists. Parking Supply Existing Parking Supply 508 February 13, 2024 Downtown Chanhassen Parking Analysis Memorandum 6 There are currently 933 surface parking spaces in the study area. These spaces are regulated by a series of cross access parking agreements, but are in general available to serve demand. In addition to those surface spaces, SWTransit owns a parking ramp with 424 spaces. These are reserved from 6:00 AM to 6:00 PM, and residents are not permitted to park overnight. SWTransit is not currently running routes through this location. The Venue also has 134 structured parking spaces that are reserved for residents. Observations of the site suggest that parking is not a problem in the study area and spaces are readily available. Parking removed as part of the development As part of the proposed development, the surface parking nearest the hotel will be removed. This represents 143 spaces. Parking added as part of the development The two buildings will build a mixture of surface and structured parking. Proposed plans show 49 surface spaces north of the east building and 9 surface spaces at the south end of the east building. The west building is dedicating a portion of the parking structure to serve retail and the restaurants. This will have 64 spaces that are publicly available. In addition to the public parking, the west building parking structure has 274 dedicated residential spaces. The east building has 68 structured, reserved spaces for residents. Changes in Parking Supply Existing Public Structured and Surface Parking 1357 Existing Surface Parking 933 Existing SWTransit Ramp 424 Removed Surface Parking -143 New Commercial Surface and Structured Parking +124 Net Parking Change - Commercial Parking -19 Total non-Reserved Structured and Surface Parking 1338 Existing Reserved Residential 134 New Reserved Residential Parking 342 Net Parking Change - Reserved Residential Parking +342 Net Parking Change +323 Overall, the project adds 323 spaces worth of parking. 509 February 13, 2024 Downtown Chanhassen Parking Analysis Memorandum 7 Demand Modeling with Shared Parking One of the benefits of a mixed use district is the ability to use a shared parking approach. Most of the study area already has cross access and shared use agreements. This improves the efficiency with which each space is used. It also helps contribute to a more vibrant, walkable district, by reducing the amount of space dedicated to parking, and putting that back into a productive use. For the purposes of this study, multiple scenarios were run. Demand and supply of reserved residential models were assumed at 100% and are not illustrated in the following charts. The charts have weekday (left) and weekend (right) utilization shown. District Model – SW Transit Ramp is approximately 50% available for use during the day District Model – SW Transit Ramp is not available for use from 2:00AM to 6:00PM on weekdays - 200.00 400.00 600.00 800.00 1,000.00 1,200.00 1,400.00 7:00 AM9:00 AM11:00 AM1:00 PM3:00 PM5:00 PM7:00 PM9:00 PM11:00 PM1:00 AM3:00 AM5:00 AM7:00 AM9:00 AM11:00 AM1:00 PM3:00 PM5:00 PM7:00 PM9:00 PM11:00 PM1:00 AM3:00 AM5:00 AMSenior MFR 2 BR MFR Studio 1BR Parking Garage SF Studio or Classroom SF Restaurant Nightclub SF Restaurant Fast Food SF Restaurant Sit Down SF Dinner Theater SF Cinema SF Convention Hotel Rooms SF Office SF Service Commercial SF Retail General Merchandise - 200.00 400.00 600.00 800.00 1,000.00 1,200.00 1,400.00 7:00 AM9:00 AM11:00 AM1:00 PM3:00 PM5:00 PM7:00 PM9:00 PM11:00 PM1:00 AM3:00 AM5:00 AM7:00 AM9:00 AM11:00 AM1:00 PM3:00 PM5:00 PM7:00 PM9:00 PM11:00 PM1:00 AM3:00 AM5:00 AMSenior MFR 2 BR MFR Studio 1BR Parking Garage SF Studio or Classroom SF Restaurant Nightclub SF Restaurant Fast Food SF Restaurant Sit Down SF Dinner Theater SF Cinema SF Convention Hotel Rooms SF Office SF Service Commercial SF Retail General Merchandise 510 February 13, 2024 Downtown Chanhassen Parking Analysis Memorandum 8 Areas of Concern & Strategies Retail/Restaurant and 78th Street Side (Up the Hill) While there is parking available throughout the district, it is likely that most of the retail and restaurant demand will need to be filled by the “up the hill” parking. It will be important that the parking provided does not impact other properties across Market Boulevard or 78th Street (without a shared parking agreement. Excluding residential uses, analysis of the “up the hill” locations (new retail, new restaurant, ALDI) shows 193 spaces of demand, with 211 spaces available at peak conditions. On these occasions, that is about a 91% utilization rate which will feel very full, but there are spaces anticipated to be available. This relies on sorting residential parking out of this location. While adequate parking is supplied, it would be preferrable to open additional capacity in this location. Continue to monitor demand and if parking is getting tight, consider the strategies below: • Enhanced signage to make sure general parking users know they are permitted in the top level of the parking garage. • A more careful determination of retailers to reduce overlapping demand. For example, a coffee shop has higher morning demand, but less overlap with evening demand for the restaurant. • Shared parking agreements with properties across 78th. • Adjusting the split of public/private parking on the top deck of the parking structure. Given the tightness of parking because of the proposed restaurant, there may be an opportunity to shift some of the reserved parking on the top level of the ramp into a general use. 32 stalls could be shifted and still maintain a 1 structured stall per unit for the residential uses. • Encourage residential parking to remain “down the hill” particularly during the afternoon/early evenings to keep spaces available for retail/restaurant users. • Consider shifting the dog area in the upper parking lot to the south side of the east building to build additional parking spaces on the north side of the east building where commercial parking demand is greatest. - 50.00 100.00 150.00 200.00 250.00 Senior MFR 2 BR MFR Studio 1BR Parking Garage SF Studio or Classroom SF Restaurant Nightclub SF Restaurant Fast Food SF Restaurant Sit Down SF Dinner Theater SF Cinema SF Convention Hotel Rooms SF Office SF Service Commercial SF Retail General Merchandise 511 February 13, 2024 Downtown Chanhassen Parking Analysis Memorandum 9 Residential and Market Street Side (Down the Hill) Even though many of the residential parking users have structured parking available, demand will exceed what is being built in the structures by about 154 spaces. Currently, the surface lots south of the Chanhassen Cinema and The Venue are very empty. Recent counts at different times of the day and evening have seen between 10 and 25 cars on 190 stalls (surplus of 165-180). This suggests that typical demand for the 134 units at The Venue is closer to 1.2 stalls per unit overall than the average of 1.6 that the model uses or the 2 stalls per unit that was the zoning at the time the project was built. It is possible that some of this demand is currently being filled in the “up the hill” locations. Looking at the “down the hill” parking counts, and excluding the parking structure, the model sees only 3 spaces available with tightening occurring during the day when including the Krause Anderson project south of the west building, but with significant supply remaining overnight. When eliminating the Krause Anderson project and only looking at the lots immediately south of the east building and south of The Venue, the tight spot is overnight. Including parking in the Kraus Anderson project (approaching capacity mid-day) Just the two lots south of The Venue and the east building (exceeds modeled peak capacity overnight) - 50.00 100.00 150.00 200.00 250.00 300.00 350.00 400.00 450.00 7:00 AM9:00 AM11:00 AM1:00 PM3:00 PM5:00 PM7:00 PM9:00 PM11:00 PM1:00 AM3:00 AM5:00 AM7:00 AM9:00 AM11:00 AM1:00 PM3:00 PM5:00 PM7:00 PM9:00 PM11:00 PM1:00 AM3:00 AM5:00 AMSenior MFR 2 BR MFR Studio 1BR Parking Garage SF Studio or Classroom SF Restaurant Nightclub SF Restaurant Fast Food SF Restaurant Sit Down SF Dinner Theater SF Cinema SF Convention Hotel Rooms SF Office SF Service Commercial SF Retail General Merchandise - 50.00 100.00 150.00 200.00 250.00 7:00 AM9:00 AM11:00 AM1:00 PM3:00 PM5:00 PM7:00 PM9:00 PM11:00 PM1:00 AM3:00 AM5:00 AM7:00 AM9:00 AM11:00 AM1:00 PM3:00 PM5:00 PM7:00 PM9:00 PM11:00 PM1:00 AM3:00 AM5:00 AMSenior MFR 2 BR MFR Studio 1BR Parking Garage SF Studio or Classroom SF Restaurant Nightclub SF Restaurant Fast Food SF Restaurant Sit Down SF Dinner Theater SF Cinema SF Convention Hotel Rooms SF Office SF Service Commercial SF Retail General Merchandise 512 February 13, 2024 Downtown Chanhassen Parking Analysis Memorandum 10 Based on observed counts, it would appear that there is more capacity than the model is showing as it is designed to consider the peak conditions and is erring on the side of caution. Continue to monitor parking demand in this location. If additional strategies are required, consider: • Overnight parking further into the Krause Anderson project with limitations on daytime parking. • Improved walkability and coordination between the dinner theater and overnight parking users. • Coordination with SWTransit on use of the ramp (see below) Status of the SWTransit Ramp Currently SWTransit is not running busses through this station. This has been the case since COVID 19 impacted ridership numbers. Even before 2020, ramp utilization by transit users had never been strong enough to fill anywhere close to the 424 spaces. Long term plans for SWTransit and routing have not been identified as part of this study. As a strategy, there should be discussions with SWTransit to remove or reduce restrictions on the parking ramp. 513 APRIL 5, 2023 - CHAN-HAPPENINGS 1,568 RECIPIENTS 1 514 JULY 28, 2023 - MESSAGE FROM THE MAYOR 10,316 RECIPIENTS 2 515 AUGUST 8, 2023 - PROJECT WEBSITE ESTABLISHED 3,553 VISITORS HAVE VIEWED THIS WEBPAGE (DATA PULLED MARCH 6, 2024) 3 516 DECEMBER 22, 2023 - MESSAGE FROM THE MAYOR 12,025 RECIPIENTS 4 517 JANUARY 2, 2024 - PROJECT UPDATE 3,007 RECIPIENTS 5 518 JANUARY 7, 2024 - NEWSPAPER AD 6 519 JANUARY 10, 2024 - CHAN-HAPPENINGS 5,029 RECIPIENTS 7 520 JANUARY 17, 2024 - CHAN-HAPPENINGS 5,029 RECIPIENTS 8 521 JANUARY 17, 2024 - SOCIAL MEDIA 3,734 RECIPIENTS 9 522 JANUARY 19, 2024 - MESSAGE FROM THE MAYOR 12,254 RECIPIENTS 10 523 JANUARY 25, 2024 - NEWS ARTICLE 11 524 JANUARY 29, 2024 - PROJECT UPDATE 2,221 RECIPIENTS 12 525 FEBRUARY 7, 2024 - CHAN-HAPPENINGS 5,086 RECIPIENTS 13 526 FEBRUARY 8, 2024 - POSTCARD NOTIFICATION MAILED TO 89 PROPERTY OWNERS LOCATED NEAR THE REDEVELOPMENT 14 527 FEBRUARY 12, 2024 - PROJECT UPDATE 2,241 RECIPIENTS 15 528 FEBRUARY 14, 2024 - CHAN-HAPPENINGS 5,086 RECIPIENTS 16 529 FEBRUARY 16, 2024 - PROJECT UPDATE 2,252 RECIPIENTS 17 530 FEBRUARY 16, 2024 - MESSAGE FROM THE MAYOR 12,233 RECIPIENTS 18 531 FEBRUARY 16, 2024 - SOCIAL MEDIA 1,571 RECIPIENTS 19 532 FEBRUARY 20, 2024 - PROJECT UPDATE 2,257 RECIPIENTS 20 533 FEBRUARY 20, 2024 - MESSAGE FROM THE MAYOR 12,233 RECIPIENTS 21 534 MARCH 1, 2024 - MESSAGE FROM THE MAYOR 12,221 RECIPIENTS 22 535 MARCH 5, 2024 - PROJECT UPDATE 2,312 RECIPIENTS 23 536 MARCH 5 2024 - CHAN-HAPPENINGS 2,312 RECIPIENTS 24 537 CHANHASSEN PLANNING COMMISSION REGULAR MEETING MINUTES FEBRUARY 20, 2024 CALL TO ORDER: Chair Noyes called the meeting to order at 6:00 p.m. MEMBERS PRESENT: Chair Eric Noyes, Erik Johnson, Kelsey Alto, Perry Schwartz, Ryan Soller, Edward Goff, Steve Jobe. MEMBERS ABSENT: None. STAFF PRESENT: Eric Maass, Planning Director; Erik Henricksen, Project Engineer, Rachel Arsenault, Associate Planner, Rachel Jeske, Planner, Samantha DiMaggio, Economic Development Manager. PUBLIC PRESENT: Nick Asta, Roers Companies 2 Carlson Parkway, Plymouth Bob Loken, ESG Architects 500 Washington Ave S, Minneapolis Marty Schutrop 540 Lakota Lane Paul Theis 6020 White Dove Circle Thomas Wilmer 517 Del Rio Drive Mark Frisbie 7460 Longview Circle Andrew Klinkner 7606 Kiowa Avenue Debbie Lloyd 7302 Laredo Drive Mark Engebretson 7605 Iroquois Street Ann Jeske 506 West 76th Street Judy Harder 541 W 78th Street Connie Hatton 8018 Eric Avenue Leah Olson 2034 Stone Creek Drive Liz Williams 7611 Kiowa Avenue Jim Gunville 7608 Kiowa Avenue Joan (Joanie) Demeter 8203 Marsh Drive Janet Paulson 7305 Laredo Drive Charlie Littfin 7609 Laredo Drive Linda Paulson 7603 Frontier Trail PUBLIC HEARINGS: 1. PROPOSED PRELIMINARY PLAT, SITE PLAN, AND VARIANCE REQUEST FOR MARKET STREET ADDITION; REDEVELOPMENT OF THE CHANHASSEN CINEMA AND HOTEL (PLANNING CASE 24-01) 538 Planning Commission Minutes – February 20, 2024 2 Eric Maass, Planning Director, gave a summary of the staff report, noting the applicant is requesting preliminary plat, site plan, and a variance to the build to zone for the construction of two mixed use buildings totaling 310 market-rate apartment units and approximately 14,882 square feet of leasable commercial space. Mr. Maass explained that Roers Companies has applied to redevelop approximately four acres of property near the intersection of West 78th Street and Market Boulevard. The four acres proposed consist of the Country Inn & Suites and the now-closed Chanhassen Cinema. The plans submitted for the redevelopment include two buildings, which would include about 14,000 square feet of first-floor commercial space to be used for restaurants, retail, or additional commercial services. Mr. Maass noted the upper stories would consist of approximately 310 market-rate apartments and amenity decks. The buildings themselves have a variety of building heights, including areas that are one, two, five, and six stories in height. The project would include approximately 408 structured underground parking stalls as well as surface parking to support residential and commercial uses. He shared architectural and landscape plans, and site renderings. Mr. Maass noted that in addition to the subdivision, site plan, and variance requests, the applicant has submitted a request to the city for Tax Increment Financing (TIF). Part of the review process for that request is the City's Planning Commission reviewing the TIF Plan for conformance to the City's Comprehensive Plan as it relates to land use. The TIF plan outlines the proposed redevelopment of the site into a vertical mixed-use development consisting of both commercial space as well as residential uses which does align with the City's Comprehensive Plan guidance for the parcels in question. Mr. Maass stated that staff recommends adopting the resolution finding the Tax Increment Financing plan for District 13 is consistent with the City’s Comprehensive Plan. Commissioner Schwartz asked how the architectural color palette compares to the Civic Campus. Mr. Maass believes the two are complementary and shared about the earth-tones and black accents with a modern and timeless type of architectural presence. Commissioner Schwartz recalls that the Laredo Drive extension would dogleg on to Market Street. Mr. Maass clarified that at some point it will continue south, but only at the time the property owner decides to do something with the property. Commissioner Schwartz asked about the benefits of a green roof. Mr. Maass replied a green roof helps meet planting requirements and storm water requirements, as well as cooling of the building. Commissioner Goff asked if the architecture clashes with the apartments above Aldi. 539 Planning Commission Minutes – February 20, 2024 3 Mr. Maass does not think they clash and noted that building is not seen as the architectural model to be emulated throughout the community. He thinks it works with the building but does not use it as a model from which to create a twin. Commissioner Goff asked regarding the easement, with the Chanhassen Business District (CBD) and wanting to have things up against the street, what are the options? Mr. Maass replied at this point the city has exhausted all options and are trying to work with Aldi for a vacation of a portion of that drive access easement. At this point Aldi is unwilling to do so as it is a private easement. He noted Aldi finds value for their shoppers to be able to utilize both intersections. Chair Noyes asked how the mural sizing compares to the existing mural? Mr. Maass does not know the answer at this point, but noted on the elevation it is a 26-foot wall and that the proposed mural location depicted takes up nearly the entire height of that wall. Commissioner Soller clarified the two primary decisions are 1) granting the single variance on the west side of the building along Market Boulevard and 2) making sure TIF District 13 is consistent with the Chanhassen Comprehensive Plan. He asked how the TIF District is consistent with the Comprehensive Plan. Mr. Maass explained the TIF plan outlined the proposed redevelopment into a vertical mixed-use building with market-rate apartments above and commercial below. The City’s Comprehensive Plan for the Central Business District is for increased residential density and increased commercial opportunities. For those reasons, staff is supportive. Nick Asta of Roers Companies shared about his firm noting they have worked with staff for many months and are very excited about the project. He emphasized their priority in public art, walking trails, trees and greenspace which are all front of mind in this project. Chair Noyes asked about the timeline to completion. Mr. Asta noted they would start construction at the beginning of Quarter 3 in July/August and is about a 20-month construction period for each building, which would occur in tandem. He noted it would be about 24 months start-to-finish. Commissioner Schwartz asked about plans for sustainable construction, solar energy, and electric vehicle chargers. Bob Loken, ESG Architects, shared that apartment buildings are inherently more energy- efficient than standalone homes. He noted their commitment to performing a complete energy model on these buildings and will look at all assemblies and mechanical systems together to show where to put increased insulation. He spoke about window-to-wall ratio, 10% of all 540 Planning Commission Minutes – February 20, 2024 4 enclosed parking stalls having an Electric Vehicle (EV) charger with future capacity of up to 20%, and the green roof compliance with the watershed’s storm water requirements. Commissioner Schwartz asked about solar panels on the roof of the building. Mr. Loken noted solar panels can be difficult on buildings like these due to the roof needing venting for plumbing vents and there is less available space for the efficient use of solar panels. He noted many times they will make buildings “solar ready” with conduit to the roof and pull cables for the future and making sure roof trusses are designed to accommodate that future load. He noted that typically the roof space available on an apartment building can supply 2-4% of the electrical load of the building. He also shared that the mural size on the east side is the exact same size as the existing mural and the west side is a bit larger. Commissioner Jobe asked if the city would have first right to purchase the building should it become an asset on the open market, because it is an intricate part of downtown Chanhassen. Mr. Maass noted the city would not have first right-of-refusal, but the portion of the outlot on the Laredo Drive extension would be deeded to the city. Chair Noyes opened the public hearing. Marty Schutrop, 540 Lakota Lane, has lived in Chanhassen for 30 years and in looking at the plan he asked, where is the small town feel? He noted opening a Pandora’s Box like this will lead to every small retail shop becoming an apartment building and it will look like Uptown. He stated it is ridiculous that the city would allow that on a small town main street. There is no reason they could not put this outside of the city off the main street. He has developed small properties and noted it seems like more work to split off one lot than it would to get this project approved. Mr. Schutrop said Chanhassen is billed as a small town and this is not a small town project and will bring people in that are not family-oriented but transient with year-to-year leases and no investment into the community. He asked the Commissioners to reconsider allowing this project. Joanie Demeter, 8203 Marsh Drive, thinks the portion of the presentation regarding roads and engineering was glossed over. As a 35-year resident there are many places within the city with much congestion and she thinks the engineering department could do a much better job of helping residents navigate through the city. In her opinion, more detail needs to be added. Ms. Demeter asked what percent of the 310 dwellings will help people who cannot afford the market- rate? Chair Noyes stated these are market-rate apartments and are not designed for a low-income population. Ms. Demeter asked if there is an expectation that the city helps people who cannot afford to live in these dwellings? 541 Planning Commission Minutes – February 20, 2024 5 Chair Noyes replied there is an expectation on a citywide basis, but it is not tied into this particular project. There are other lower-rent options for people within the city. Ms. Demeter asked about the engineering of the roads to accommodate the influx of residents? Mr. Maass explained the purpose of a public hearing is not to have a back-and-forth but rather a forum for continuous public comment. Following the public hearing, the Commissioners may follow-up with questions for staff. Paul Theis, 6020 White Dove Circle, noted he had trouble hearing and did not hear what the variance request would be. He spoke about a questionnaire that went out regarding the new City Hall campus noting the highest vote at 45% was that the residents did not want a “closed-in” feel to the city with high-rises. He noted regarding the TIF, if the apartments will be market-rate the developer can pay for that and they do not have to take away taxes from the city. Mr. Theis does not think they need to rush into this project and he spoke about storm water, the area being in a low spot, and potential flooding. He posed the question about whether this is the type of community they want. Liz Williams, 7611 Kiowa Avenue, does environmental health and safety, noting she has two students in the district, aged 10 and 12, and lives one block from Chanhassen Elementary. She noted she ducks cars back-and-forth and advocated not only looking at the main campus, but with future development, and redevelopment to bring people into the park, the infrastructure, traffic, and activities. She noted the reason she moved here 11 years ago is because of the cute little downtown. Ms. Williams noted she does not like the concrete, noting the high-rise increases the noise, and while she could hear crickets at night, since Venue went up that noise has been bouncing off the highway and it is harder to hear that nature. With two high-rise buildings, it will make the noise bounce back-and-forth, and with fans evacuating the underground parking that will also be noisy. Ms. Williams noted continuing to add impervious surfaces will increase the heat island and bring more storms to the area. She spoke about the recharge from the aquifer and runoff, and spoke about a Roers Companies project in Milwaukee where trichloroethylene (TCE), a dry-cleaner solvent, was found and the property was contaminated. She noted it was settled for $25,000 per resident, but people in the building had those vapors coming up through the building. That liability and the people living there is open for cancer and Ms. Williams’ concern with the company is the liability and financial ability to continue maintaining this building at this height. Ms. Williams spoke about the use of fiberboard cement, which is about 50% silica, and when the material is cut the silica goes airborne. She noted there are people that will be living there that will be exposed to that. Regarding parking, Ms. Williams loves the idea of people biking and ride-sharing, but given how far out Chanhassen is, people will still need transportation. Ms. Williams spoke about the soil and if it is contaminated and not fully remediated, it will get into the storm water and go back up through the vapor system. Ms. Williams likes the boulevard and the fact that they have grass and trees on each side, she loves the 4th of July parade, and if this project has to go through, she asked to keep it at a maximum of three stories. Thomas Wilmer, 517 Del Rio Drive, finds it odd that the timing of the moratorium and preliminary redevelopment plan is the same day. He noted he also thinks the project is a couple 542 Planning Commission Minutes – February 20, 2024 6 of floors too large and without any options of ownership so people can be personally involved in the community. He spoke about a Zuppa Cucina that was killed off by not “fitting the vision of Chanhassen” and he asked how that can happen alongside Chick-Fil-A doubling its drive- through capacity in a few weeks. He does not believe these items are coincidences. Mr. Wilmer noted the impact on roadways with additional 400-500 parking spots in the area, noting coming and going will be difficult and asked if it can handle that kind of traffic flow and congestion. Regarding septic and water with all of the additional bathrooms and sinks and asked how that will be handled and whether existing facilities can process that flow and waste. Mr. Williams asked where additional space will come for West 78th Street to make it broader, wider, and maintain the green space. He shared about a 20% maximum of EV charging stations noting they are altering the vehicle capability of the facility. He asked if there has been a tax revenue estimate with 80% occupancy. Linda Paulson, 7603 Frontier Trail, used to live in Wisconsin and moved to Chanhassen for a number of good reasons. She spoke about safety noting on February 1 in the Chanhassen Villager there was a wonderful article on retiring Fire Chief Don Johnson, who indicated in 2014 when Chief Johnson started they had 600 calls and nine years later they had 1,300 calls. Ms. Paulson noted Carver County is the fastest-growing in the State of Minnesota and with even more growth comes transportation of people and all the amenities, building, staff, etc. At a meeting the previous week, she noted a presentation about roads and reducing West 78th Street to one lane east/west, reduce the median, add some turn lanes, and parallel parking. She asked how they would respond to fires and major incidents with only one fire house a block away from City Hall and this huge development. Ms. Paulson spoke about traffic flow, and being stuck in that area depending on traffic light patterns and wonders how the city will respond to a family on the other side of town whose home is burning. She is asking them to work together to think about the fire response times that may go up, and the quaintness of the city becoming a tall tunnel. Ms. Paulson stated three stories is fine, but six stories is not. She spoke about public information regarding a development in Milwaukee, The Community Within The Corridor, which was a former industrial site. The company present tonight, as well as three minor developers developed a building, and there was TCE in the soil as previously mentioned. As read in the Milwaukee Journal Sentinel, she noted on March 25, 2023, 150 people were evacuated from the building and the company offered them each $5,000 and no further lawsuits with a 7-day time limit to sign. Other public information noted on April 2, 2023 said that the state could prosecute the developers, and on June 19, information regarding paying tenants to end leases. Ms. Paulson shared about the DNR notifying the developers regarding a vapor mitigation system to vent the TCE, and that the Wisconsin Economic Development and Housing Association gave $19.7 million to develop, a TIF for $3.15 million, and $17.43 million from the federal government. She also noted the developers were granted a $750,000 environmental clean-up loan. Ms. Paulson is not asserting that the soil in Chanhassen is bad; however, it is good to know this public information in dealing with developers. She spoke about the 21 tenants who did not take the $5,000 payoff who were each given $25,000 and still have the right to sue for health issues in the future. Ms. Paulson asked the Commissioners to consider whether they want to preserve the attraction of Chanhassen to be one of the best cities to live in or whether they will just become a tunnel city with skyscrapers. 543 Planning Commission Minutes – February 20, 2024 7 Leah Olson, 2034 Stone Creek Drive, grew up in Chanhassen, noting when she would come back from college she would see new things being added each year, including a cookie-cutter neighborhood on Prince’s land, the farmlands across from the studio becoming warehouse office space, and now Prince’s mural is also being destroyed. She thinks this is quite disheartening and she asked about the process of getting word out to the community as she and many friends had not heard about this project until a few weeks previous or had no idea this was happening. She spoke about getting communication out to a younger audience including using social media to receive responses. Ms. Olson shared about the Chanhassen Cinema, theater trends coming back after Covid, and she noted that the urban sprawl cannot really be stopped but poses the question about whether the Chanhassen Cinema needs to be demolished or if there are adaptive reuse options. She asked about the research of community feedback, theater trends, and into the need of retail spaces within Chanhassen as some have said they are becoming “Chainhassen.” Mark Frisbie, 7460 Longview Circle, works at the Country Inn and Suites and noted Chanhassen needs a good hotel in that same location. He spoke about the importance of the location of Chanhassen noting the Chanhassen Dinner Theater brings in guests all year from surrounding states and communities. On a full weekend there are at least 250 guests spending their money in Chanhassen. Local businesses also rely on a good quality hotel for employees coming in from all over the world. Due to the local wedding venues that have popped up in the area, the hotel is booked many weekends and he asked where those guests will stay? The Country Inn and Suites is a three story hotel which is a pretty impressive size visually. Mr. Frisbie asked them to imagine another two stories on top of that noting that is a massive building and is too large for this community. Debbie Lloyd, 7302 Laredo Drive, noted her ride out of town will be greatly impacted by a development of this size. She spoke about a memo from HKGI in the packet and noted the opening paragraph states “shared parking in this district is beneficial to reduce the amount of parking needed by allowing spaces to be used by multiple users at different times.” Ms. Lloyd noted it would be beneficial for Roers Companies to share parking with others, but will not be beneficial to Kraus-Anderson who has all the other parking that is currently shared. When they want to come in and develop they will have a bigger burden of parking to deal with. In the same memo, it speaks about city’s zoning code requiring 1.5 spaces per unit, yet a 1.38 spaces per unit ratio was used. Ms. Lloyd noted the calculation of 496 parking spaces falls 42 spaces short of the zoning code requirement. She believes that should be a variance in the report. She noted the city has waited a long time and stated “let’s do it right.” She spoke about the extension of Laredo Drive noting the short stretch going to West 78th Street and asked them to imagine how many cars could stack up there, as there is one in and one out, which is not sufficient for the number of units. She spoke about the congestion from schools, the fire station safety issue, post office, and thinks traffic should be studied before it is presented to the public. Regarding walkability, she has to laugh, as it would be meandering through and looking up at a six-story building. Ms. Lloyd noted this is not the Chanhassen she wants to stay in. She contacted the artist Mr. G, who came from New Zealand on his own dime to paint the Prince mural, and he replied that if they commission him, and fly him over, he will come back and create a powerful new concept. Jim Gunville, 7608 Kiowa Avenue, read the documents in the packet and asked if it is correct on the east building with around 120 apartments there were 60 parking spaces below. He noted that 544 Planning Commission Minutes – February 20, 2024 8 is not even one car space per unit, and where it said another 60 spaces will be available outside, he asked where that parking will be? Mr. Gunville did not realize the extension to Laredo is like a long driveway and there is a barrier there. Parking will be in front or behind the building to get to the apartment building. Having enough parking is a great concern to Mr. Gunville and he asked the Commissioners to please look at it again. Regarding the vision of Chanhassen, he stated the openness and ability to see something off in the distance is very valuable, and a six- story building will prevent some of the things that makes the community what it is. Regarding an earlier comment about a hotel, Mr. Gunville agrees noting it is amazing how much traffic the hotel brings into town and the city needs to be able to support people coming into Chanhassen. He noted development is fine and this is a nice plan, but Mr. Gunville does not think it is a plan for Chanhassen. He asked the Commissioners to think about how people will be able to maneuver in the area, the height, traffic, visibility, and feel, and whether it is a place people will want to be or they will want to get out. Andrew Klinkner, 7606 Kiowa Avenue, asked whether this is the best solution for this space, noting he thinks the hotel and movie theater space can become better. Having a hotel near the dinner theater is needed as it brings a lot of people to town, noting when he travels all over the world and mentions Chanhassen people talk about the Chanhassen Dinner Theater and Prince. Possibly forcing the developer to allow some sort of ownership in the buildings could be very useful with people putting down roots here. Regarding parking capacity, he noted they are not at full capacity right now and it is already kind-of crazy around there so he wonders what that will be like. He asked if there has been a study done on requests or permits for commercial spots in town and noted Wayzata still has commercial spaces open 10 years after the Promenade redevelopment. He agrees the plan and buildings are beautiful and remembers a meeting with boards showing potential options and people could put red stickers (bad idea) and green stickers (good idea). He would like to see those boards again and believes the five- and six-story boards had a lot of red stickers on them. He asked how this development benefits the people who live here, noting the city was named number one for a reason, or whether it benefits Roers Companies and those who would move into the apartments. He does think the city needs more population density but does not think it needs to happen right in that location. Mark Engebretson, 7605 Iroquois Street, noted since moving here for the small town feel in 2015 he has noticed a lot of changes, and stated he was disappointed when Venue was built. After hearing about this development, he shared his disappointment with communication and timing, noting he got a postcard in the mail. Mr. Engebretson stated the public this evening has not come up clapping and being excited about this development. People like the quaint, small-town feel of Chanhassen and he noted the importance of the hotel for out-of-town family to stay in. He agrees with previous comments that this is not right for the city. Regarding traffic, Mr. Engebretson would love to see an animation of current traffic versus adding hundreds more cars. He does not think seeing high-rises is good for Chanhassen, and if people wanted that, they would have moved to Uptown. He does not like the tall buildings in Victoria and feels sorry for the city. He asked if they offer market-rate apartments in the building, is the TIF something the developer needs to get, and why do the citizens have to lose out of potential tax revenue for the city? If the apartments were low-income or subsidized, he would be in favor of some kind tax benefits for the developer but not with full market-rate. Mr. Engebretson stated the Venue was a bad idea and a six-story building is 10 times as bad. He can deal with having a three-story hotel, but not 545 Planning Commission Minutes – February 20, 2024 9 having two buildings next to each other that are six or seven stories. He would like to see research that this is the best option for the city. He asked the Commissioners to try to make concessions on height of the building, traffic, and making it better for Chanhassen, noting the government is here for the people and not the developers. Ann Jeske, 506 West 76th Street, noted recently she was assessed about $5,000 for a road and she wonders why Roers Companies, who are very wealthy and do well, are getting TIF money. It does not make sense to give TIF money to very profitable developers who are making decisions and the public is coming in afterwards telling how they feel when a decision has already been made. She feels “shame on you” that the public was not more involved, there was not more communication, noting this is a huge bottleneck for anyone living south of Lotus Lake, noting the high amount of traffic to get in and out of the area. Ms. Jeske understands the need for density and multiple types of housing, but noted this is not the location. She suggested the density could be added coming in on Highway 5 but not in a very dense area where they are already struggling with traffic. Many residents enjoy the city and wide-open spaces but are now being taxed for new roads for people coming into the city who do not even have ownership. She asked the Commissioners to reconsider the location noting many people in Chanhassen will not be happy. Charlie Littfin, 7609 Laredo Drive, lives across from an elementary school and noted that road is busy enough already and they do not need 500 more cars in that area. He stated this is already a done-deal and he has seen enough go down in this town to know that it has already been decided and he asked how long this has been in the works? By the time the residents heard about Venue it was already three years in and was already a done-deal. He remembers a meeting like this when they were already picking paint colors for the apartments by the time people heard about it. Mr. Littfin has seen it his whole life in this town, that if people have money, they can come in and do whatever they want. He noted this is not the town that he wants to live in and if it goes through it will be one more step for him to leave because it is not the small town that it used to be. Debbie Lloyd, 7302 Laredo Drive, believes a variance is required for the parking and must be put in the packet that goes to Council. Therefore, she thinks it would mean the Commissioners must prove a variance on that tonight and the packet needs to be revised. She noted minimum standards were not met in her opinion. Judy Harder, 541 W 78th Street, lives in the Venue apartments and wants to speak up for herself, noting good people are moving in there. Chair Noyes closed the public hearing. Chair Noyes asked Mr. Maass to show the slide regarding the public communications related to this project. He noted communication began in early January and there has been a valiant attempt to communicate with people. He noted the city would love to hear feedback regarding the types of communications put forth on projects like this. He clarified the city has a Comprehensive Plan that prescribes what land-use is and zoning for the city. The job of the Planning Commission is to make sure that any proposals meet what is prescribed in the Comprehensive Plan and the 546 Planning Commission Minutes – February 20, 2024 10 ordinances that support it. Some changes were made regarding the Central Business District and what buildings should look like, with retail mixed in with residential, and those discussions went on for months. If people do not like the blueprint, there are ways to change it through the Planning Commission. He wants the Commissioners to keep that in mind with all the great opinions from residents and must be tied-in. Commissioner Soller noted the strategy for the city has already been set and the job of this Commission is to say whether this fits within that strategy or not. It is not in their purview to change the strategy. If people disagree with the strategy they must hold this Commission and elected officials to account. Commissioner Alto spoke regarding strains on sewer and water noting it is not just the city that decides the Comprehensive Plan, but the Met Council who oversees all metropolitan areas. They determine how much volume every plot of land in the city should have based on projections of waste and water. She grew up in Chanhassen and chose to return and rent for 15 years. She stated that she added value to the community and renters are not just transient people looking to come only for a year. Commissioner Alto noted many of them live here long-term and add value to the community. She spoke about the Economic Development Commission, the Planning Commission, and loves that everyone came to offer feedback tonight, which does not always happen. She encouraged the public to sign up for the newsletter to read the packets and agendas, and to continue to put pressure on the city regarding communication. Commissioner Schwartz is concerned that many of the comments regarding communication are one-sided and the burden is solely upon the city to communicate. He suggests it is a two-way street and the citizens and the city need to do a better job of communicating. The burden cannot solely be on the city’s shoulders and noted the city works hard to communicate to people and if people do not subscribe to the bulletins or look at the website that is not the city’s fault. People must take part and get involved in their government and if they did so, they would have known about the project and been more prepared to share their thoughts this evening. Commissioner Schwartz noted once a Comprehensive Plan is in place, a property owner can do whatever they want to with their property as long as it conforms to the ordinances. If it does not conform, they can come to the Planning Commission and request a variance. Property laws always favor the property owner and in this case if the developer is making a request that conforms to the Comprehensive Plan and zoning ordinances, they can ask for a variance and the Planning Commission recommends to the City Council whether to approve the variance or not. He encouraged everyone to get more involved in the city. Commissioner Goff spoke about multiple meetings and open houses held to put together a vision for downtown Chanhassen Business District. It was talked about, reviewed, and feedback was received. He noted Roers Companies has come in with a proposal that meets most of it and the city is following the rules put forth. On whether it is a “done-deal,” if they follow the rules put forth and they own the land, then they can build it. Commissioner Alto asked about the narrowing of West 78th Street, and if that is part of the approval tonight. 547 Planning Commission Minutes – February 20, 2024 11 Mr. Maass replied road designs of public roads are the purview of the city through a road planning project. Specifically to the proposal before them this evening, no, it has no purview for anything that occurs within the right-of-way for West 78th Street or Market Boulevard. He noted the City Council is discussing a reconstruction of Market Boulevard and weighing options for what the future of the roads could look like. He said any length-to-length reconstruction of West 78th Street is many years out. Project Engineer Erik Henricksen spoke about the public input process on roadways, with open conversations with residents on needs and wants. The extension of West 78th Street was looked at with the lens of future planning of what could be possible with more of a complete street design which incorporates bike users, pedestrians, all to accommodate the downtown vision. Regarding the increase of volume in this development, with existing uses compared to proposed use, analysis found a reduction in daily volumes created. Commissioner Alto asked about the traffic study and parking standards and how adding apartments, shopping, and a restaurant would decrease the traffic capacity coming through. Mr. Henricksen shared about traffic counts, peak volumes, and the use of calculations to anticipate traffic volumes. Commissioner Alto asked about the parking calculation of 1.3 versus 1.5 spaces per unit. Mr. Maass noted the city’s zoning code has a basis and the parking study looked at empirical standards, averaging it, and looking at what would be generated by an average vertical mixed-use building. Chair Noyes believes the study also took into account the demand for parking spaces at Venue. Mr. Maass replied in the affirmative. In looking at parking at the rear of the Venue, it has been at or above 95% occupancy with a total of 135 surface spots in the rear. Staff’s observations is that there is ample capacity in that surface lot without taking into account the Southwest Transit Ramp which is not proposed as part of the parking allocation for this project. Staff did recommend increasing the easement from 20 spots to 50 spots to allow additional parking for the east building. Commissioner Soller clarified the requirements by city standards are being met. Mr. Maass explained part of the code that talks about mixed-use buildings and parking shall be determined by the city based on existing and potential uses of that building. Therein lies the ability for the city to conduct a parking study to determine the number of spots required for the project in place of the standard requirements. Commissioner Soller asked if those are the grounds on which a variance in this case would not be required. Mr. Maass replied in the affirmative. 548 Planning Commission Minutes – February 20, 2024 12 Commissioner Alto spoke about previous conversations about the downtown vision and not having West 78th Street as the “main drag” for Chanhassen and instead looked at Laredo as an alternative. She noted this project does not lend itself in going that direction as proposed with garage ramp exits located just past a stoplight but she does not know what the traffic consequences or alternatives would be. Mr. Maass replied the intention is that West 78th Street evolves into the main street. Laredo is an extension of that with the same ideals of pedestrian walkability, shopping, and residences. With garages coming off Laredo, it is the lower-class road and the alternative would be coming off West 78th Street, which is not preferred. Commissioner Schwartz asked if the city is planning to narrow West 78th Street and the median between east and west. Mr. Maass replied the city is not proposing to reduce the right-of-way width. The city is contemplating the Market Boulevard reconstruction and making sure there are adequate turn lanes, through lanes, and when a future project comes for West 78th Street. The City Council is considering what happens east of Kerber Boulevard and Great Plains Boulevard. Commissioner Schwartz asked with whatever happens east of Kerber Boulevard heading south on Laredo, will there be room for vehicle traffic to accommodate a fire truck to access West 78th Street. Mr. Maass replied the engineering department is working closely with the fire department in potential design alternatives for West 78th Street. They want to continue to support the 4th of July parade route and noted the way the city designs a street is a different discussion as Roers Companies has no bearing on that item. Commissioner Soller asked about runoff and impervious space and clarified it does not increase impervious space that much and it is being mitigated by the requirements of the project. Mr. Maass replied in the affirmative noting the applicant is required to go through city permitting and Riley Purgatory Bluff Creek Watershed District which is one of the more difficult and strict districts in the State. The stormwater generated for the site will be accounted for. Commissioner Soller asked if the city has ever commissioned a noise pollution study for the area and asked if that need to happen in the future to ensure quality of life and standards are being met in Chanhassen? Mr. Maass replied the city has not commissioned a noise study, noting a study is typically generated as a result of large infrastructure, such as highway projects, to determine whether sound walls are necessary. 549 Planning Commission Minutes – February 20, 2024 13 Commissioner Jobe asked about the cisterns in the middle of the road and would the city be responsible for the maintenance and upkeep of those if a structural failure occurred, and how common is that scenario. Mr. Maass replied the operations and maintenance agreement would dictate that Roers Companies would own and maintain the system. In the future if the road extended and there was a solution to the stormwater treatment, that system could be abandoned, but that would be at the city’s discretion. Commissioner Goff asked if this is the only time the Planning Commission will see this project. Mr. Maass replied at this point, unless the Planning Commission tables, this would be the only time they would see the project. Commissioner Schwartz asked if the Venue is being used as a precedent for another six-story building in downtown Chanhassen. Mr. Maass hesitates to use the word precedent, and during the design guidelines conversation they heard a lot of feedback that it is tall enough and people would like even less. That is the reason behind the establishment of the height maximum within the current ordinance. Commissioner Schwartz recalled previous conversations about not becoming like Eden Prairie with building heights of six stories or higher, but noted that now seems to be the standard and there is no challenge to that on the part of staff. Mr. Maass noted six stories is the standard wood-frame construction, and in terms of comparison to Eden Prairie, he goes back to the desire in the city’s architectural guidelines in that buildings don’t change material just to change material and he does not believe the project before the Commissioners does that. Commissioner Schwartz thinks there should be a discussion amongst the Commissioners regarding the old, small-village look and feel of Chanhassen and how that is being transformed. Commissioner Alto noted they had that discussion in September when they discussed the design guidelines. They talked about maximum height and what the Commission would require if they were going to allow six stories. She noted it was shopping on the first floor, a 10-foot setback, and stated it is already approved and in the code because of those discussions. She clarified being on the Planning Commission has helped to understand the rights of property owners to do what is within code. Commissioner Soller likes the suggested action in the packet that breaks this into two motions. He is not sure he has heard enough to confidently vote on the second action yet. Several questions came up from the public such as if this is market-rate, and a profitable project, why does the city need to do a TIF. Or, if this site is valuable and profitable, does the city need to give that advantage to a developer, maybe there would be a competitor that comes in without a TIF. 550 Planning Commission Minutes – February 20, 2024 14 Chair Noyes clarified regarding TIF, the Commissioners are contemplating whether this TIF plan is consistent with the Chanhassen Comprehensive Plan. They are not voting on whether the developer should get TIF, whether they deserve TIF, or how much the TIF should be. He noted it is within the structure, and while one could argue whether they should get any money, it is a completely different conversation and outside the purview of the Planning Commission. Commissioner Alto asked if there is a place that discussion happens where the public can provide their input on those decisions before it comes to the Planning Commission. Mr. Maass replied on March 11, the City Council is scheduled to have a public hearing with respect to the TIF. The City Council is the designated Economic Development Authority and they would approve or deny a TIF request. Chair Noyes spoke about the cinema and the hotel and noted he would like them to stay, as well, but they are private businesses and the decision has been made to close the cinema. He noted the City of Chanhassen is not going to get into the movie theater or hotel business. Commissioner Soller noted a lot of the write-in feedback surrounded the mural, and it is a historically and culturally significant site. If the original artist was willing to come back, he encouraged the city to consider that heavily. It is a shame to see history paved over. Chair Noyes stated the Commissioners do not vote on this based on whether they think it is a good project. They vote on whether it complies with the ordinances and plans the city has put in place. A member of the public asked about West 78th Street and widening the road. Mr. Maass explained West 78th Street is a mixture of 80- and 100-foot right-of-way currently. With the traffic study, the city looked at whether additional right-of-way is necessary, and the engineering department has reviewed that with the traffic study and deemed it not necessary. He noted the city is not boxing itself in. Commissioner Soller moved, Commissioner Alto seconded that the Chanhassen Board of Appeals and Adjustments approve the requested build to zone variance and adopt the findings of fact and decision. All voted in favor and the motion carried unanimously with a vote of 7 to 0. Commissioner Alto moved, Commissioner Jobe seconded that the Chanhassen Planning Commission recommends approval of the requested preliminary plat and site plan contingent upon compliance with the city staff review memo and adopt a resolution finding the TIF plan for TIF district number 13 is consistent with the City of Chanhassen’s Comprehensive Plan. All voted in favor and the motion carried unanimously with a vote of 7 to 0. GENERAL BUSINESS: None. 551 Planning Commission Minutes – February 20, 2024 15 APPROVAL OF MINUTES: 1. APPROVE PLANNING COMMISSION MEETING MINUTES DATED JANUARY 16, 2024 Commissioner Goff moved, Commissioner Jobe seconded to approve the Chanhassen Planning Commission summary minutes dated January 16, 2024 as presented. All voted in favor, and the motion carried unanimously with a vote of 7 to 0. COMMMISSION PRESENTATIONS: None. ADMINISTRATIVE PRESENTATIONS: None. CORRESPONDENCE DISCUSSION: None. ADJOURNMENT: Commissioner Alto moved, Commissioner Soller seconded to adjourn the meeting. All voted in favor and the motion carried unanimously with a vote of 7 to 0. The Planning Commission meeting was adjourned at 9:00 p.m. Submitted by Eric Maass Planning Director 552 Hello Mr. Maass: I had attended the January 17, 2024 Public Open House to learn about the proposed market-rate apartment buildings for downtown Chanhassen. In my opinion, the complexes seem too massive and dense for the space they would occupy. They don't seem like they would fit in well with the rest of downtown and nearby residences. To me, it looks like the developer is looking to maximize the number of units possible to the detriment of the surrounding area..I think that the proposed parking spots seem small too.. Would smaller buildings possibly be considered? Please share my thoughts with the Chanhassen Planning Commission as well. Thank you for hearing my opinion. Respectfully, Patricia Hastreiter 6990 Tecumseh Lane Chanhassen 553 From: Beth Mastel Sent: Tuesday, February 20, 2024 9:24 AM To: DL Public Comments <publiccomments@chanhassenmn.gov> Subject: Downtown Redevelopment: People and traffic density Concern: High people and traffic density due to the increase of 310 apartments with the potential of 408 extra cars in an already saturated space. Redevelopment of this space is needed, agreed. However, adding an extra ?1000-1500? additional residents in 4 acres of property along with a potential of 408 extra cars does not do any favors for current residents. I don’t want to feel like I’m in Wayzata. They’ve ruined their ‘used to be’ quaint destination. You can’t get that back. Please, please, during this needed renovation with goals to make Chanhassen ‘current’, don’t lose our ‘quaintness’ among decisions for city revenue and increased residential density. This is an exciting time for Chanhassen residents. Thank you for serving our community! Beth Mastel Chanhassen resident for 23 years 554 From: Renee Squires Date: February 19, 2024 at 9:49:16 PM CST To: DL Public Comments <publiccomments@chanhassenmn.gov> Subject: Prince mural My concern with this development is the future of the Prince mural. I want to see this saved. Thousands of people come to Chanhassen every year to visit Paisley Park. We are Prince’s home. The only thing we have left is the highway being dedicated to him. We should be capitalizing on the fact that people come to chanhassen to go to the Park. I am surprised Chanhassen doesn’t have more Prince landmarks or sites for fans to want to come into the downtown area when here. If we give them reasons to come into downtown chanhassen, visitors will then shop in our stores and eat in our restaurants etc. I know many people who feel the same as me in regard to the Prince mural being saved somehow. Thank you. Renee Squires 555 From: Andrea Rich Date: February 19, 2024 at 11:45:18 PM CST To: DL Public Comments <publiccomments@chanhassenmn.gov> Subject: Planning commission As a citizen of Chanhassen I take great pride in our city. It is a wonderful place to live and we enjoy sharing it with visitors. While I am all for progress, I do have concerns with the proposed Roers Companies redevelopment. One of the concerns is with the Prince mural. As a beloved member of our community that gave so much to us, it is essential that we maintain this important tribute. In addition, we need quality hotel accommodations in our area. We have many visitors that come to visit and, as you are quite aware, there are thousands of people that visit our area for various events and areas of interest. Paisley Park alone brings thousands of visitors annually. Lastly, we miss the cinema and would love to see one return to our area. Thank you for your consideration and willingness to take under advisement the concerns of your citizens. Sincerely, Andrea Rich 7901 Autumn Ridge Avenue Chanhassen, MN 55317 556 From: Darren.Anderson Sent: Sunday, February 18, 2024 4:08 PM To: Maass, Eric <emaass@chanhassenmn.gov> Subject: cinema & hotel redevelopment Hi Eric, I’m supportive of the project – it makes sense to me to add some higher density housing/apartments in the downtown area given the proximity to most amenities such as grocery stores, restaurants, pharmacies, etc. I think it will also increase use of the SW transit station nearby. The site design is appealing with the buildings closer to the street/sidewalks and parking behind. The more “U” shape design seems more inviting than the “island” design of the building behind (forget the name, but the building with Spalon, Wink, etc. I think that was a huge flop and missed opportunity how that building was designed looking outward in all directions. I was wondering how the existing roads would handle the incremental traffic but see the plans accommodate an additional future through-road, which seems like it would take some pressure off Market Blvd. I’m very supportive of more restaurant space – NOT more fast casual. Kudos on putting Zapas with a drive through on hold. I think that would be a mistake to add all of that car traffic given the plans for the future Municipal campus which looks to be more pedestrian friendly. Thanks, Darren 557 From: David Benedict Sent: Tuesday, February 13, 2024 9:24 AM To: Maass, Eric <emaass@chanhassenmn.gov> Subject: Chan Cinema/Hotel Redevelopment See my feedback below- •For the restaurants- do they have outdoor seating opportunities? I would like to see roof seating or outdoor patio seating options for visitors. •Density: Why can't the 5 stories be 6 stories? Can we add more interior parking? •In regards to the surface parking lot on NE side of plot: o Is that a city requirement? Or market driven by storefronts? o Ideally, I would want the 5 story building to extend to W 78th (ie bring building much closer to the street) while moving parking into interior parking lots o If we cannot, I would reduce the parking as much as possible and increase the W 78th pedestrian areas- the Dinner theater will be redeveloped and this will become a main pedestrian thoroughfare (and I'm still mad Aldi wasn't brought to the street) •Downstream effects... with the only hotel downtown going away, do we have line of sight into future hotels? How can we incentivize? •Is Laredo drive extension really going to happen? Thank you, David Benedict 558 Message submitted from the <Chanhassen, MN> website. Site Visitor Name: Brian Hauth I generally support the development, but have a few recommendations. 1. Bring the north edge of the east building farther to the north to the edge of the sidewalk and relocate the parking to behind the building or underground. This will bring the retail space to the street, giving more visibility and creating a more walkable downtown feel. 2. Shift the sidewalk that is north of the east building, to the south, to create a wide boulevard (6- 10’) between 78th St and the sidewalk. Having sidewalk that butts right up against the roadway creates a very unsafe feeling for the pedestrian, meaning that very few people will use that sidewalk. 3. Ensure the sidewalk is wide enough for multi-use. This would be 8-10 feet wide. 5-6 foot wide sidewalks are not sufficient to allow walkers and bikers. If we want to create a walkable downtown, 8-10 ft width should be what we’re striving for. 4. Does the east building have underground parking? Consider moving the residential parking entrance to the rear (south) of the east building, off of Market Street, to create a more pedestrian- friendly entry along 78th street. 5. Anything that helps separate vehicles from pedestrians would be helpful, to create the downtown feeling that people strive for. Thanks for the consideration. Brian Hauth 7131 Alphabet St Chanhassen, MN 55317 559 From: Audrey Johnson Sent: Tuesday, February 20, 2024 3:07 PM To: DL Public Comments <publiccomments@chanhassenmn.gov> Subject: Prince Mural / Chanhassen Theater I am writing to express comments about the Roers Company Downtown Redevelopment project that includes the dearly departed Chanhassen Cinema with Prince’s beautiful mural on the side wall facing the Country Inn & Suites Hotel. As evidenced by Prince stories from those who worked directly with him, celebrities, and locals alike, there is much history in this iconic block of real estate. I’m sure you are aware that Mr. G (artist Graham Hoete) traveled from Australia to paint a mural that is a one of a kind work of art visited and viewed by thousands and thousands of people from around the world since it’s installation in 2016. Chanhassen is like a second home to many of us from around the world that revisit the site over and over again during the last almost eight years. While change and growth is inevitable, such an iconic and one-of-a-kind mural is a gift to your city - as well as the legacy of Prince - that deserves preservation! I implore the City of Chanhassen Council members to defend this historic piece of art that could never be replicated. I know you have the ability to impose certain conditions upon your approval in the many steps ahead of this development process. It will not only affect visitors to this famous site in the coming years for the city but could even go so far as to have an economic impact in many ways to the local businesses and residents that visit the mural almost daily. Thank you in advance for your service and commitment to the beautiful City of Chanhassen and its future development for all who love it and, more importantly, those affected most directly by future development. Lifelong Prince Rogers Nelson Supporter Audrey Johnson 560 From: Nancy Smith Sent: Tuesday, February 20, 2024 2:13 PM To: DL Public Comments <publiccomments@chanhassenmn.gov> Subject: Traffic control Will the intersection by Jimmy John’s remain open to Crossing into Market Square?Cub and businesses? That’s already a very busy and dangerous crossing or turning left. Thank you, N Smith 561 From: Jeff Commander Sent: Tuesday, February 20, 2024 1:41 PM To: DL Public Comments <publiccomments@chanhassenmn.gov> Subject: Proposed projects for hotel and cinema Please start the demo!! Three of the people in my neighborhood that are opposed to the project don’t plan to live here in five years. The majority of the people I hang out with want it to happen. 562 From: Hal Newell Sent: Tuesday, February 20, 2024 1:37 PM To: DL Public Comments <publiccomments@chanhassenmn.gov> Subject: Roers develop[ment Dear Sir / Madam; I think Chanhassen needs to move away from the, "15 minute city", dense pack myopia and preoccupation with tax revenue. Moreover, we do not need any more of this silly first floor boutique retail garbage. Shops in these types of locations have a high turnover rate with one retailer going broke and the next moving in. Let concentrate on putting available space to better use than just another apartment building. Sincerely, Hal Newell 563 From: Will Annett Sent: Tuesday, February 20, 2024 12:21 PM To: DL Public Comments <publiccomments@chanhassenmn.gov> Subject: 78th Street Redevelopment Project Hello, Although I realize the plans for redeveloping the former Chanhassen Cinema building and surrounding area are in an early stage, I have a few questions and observations: Will the development enhance the experience of being in Chanhassen? The current architectural renderings have all the charm of a Soviet apartment complex. And while downtown Chanhassen has never been a model of new urbanism, it seems that an opportunity to improve the street-level experience of walking in the city center is being overlooked. I would favor designs and materials that echo classic downtowns like those in Excelsior, Stillwater, and the Old Town district in Minneapolis. These are places where pedestrians want to stroll and linger, and stimulate commerce by shopping and dining. Which segues to the next point. What is the proposed mix of street-level retail and dining? Sadly, Chanhassen lives up to the disparaging moniker, “Chainhassen.” With the exception of some notable independently owned and operated spots like Tequila Butcher and Chanhassen Brewery, it is a vast wasteland of franchises. By creating a new space that encourages original independent restauranteurs and retailers to launch businesses, the city will encourage visitors to stay longer, enjoy unique experiences, spend money, and return frequently to do it all over again. What will happen to the Prince mural? Dominating the side of the Chanhassen Cinema building, the vibrant, colorful image of Prince is a splash of life and culture in an otherwise dreary and monotonous suburban landscape. Since its creation in the wake of the musician’s death in 2016, it has become an iconic fixture and favorite of many Chan residents—whether they are fans of Prince’s music or not. Just as Liverpool, England celebrates the lives its most famous native sons— the Beatles—with public murals and sculptures and other attractions, Chanhassen should embrace its most renowned inhabitant. Beyond civic pride and cultural connection, it can also be a differentiator that draws tourism. Thank you for taking the time to review my questions and comments. I look forward to learning more about the redevelopment project in the weeks to come. Sincerely, Will Annett Pioneer Pass Neighborhood, Chahassne 564 From: Anne-Marie Cookson Sent: Tuesday, February 20, 2024 1:22 PM To: DL Public Comments <publiccomments@chanhassenmn.gov> Subject: ROERS Company Development Comments I have lived at VENUE apartments since opening day 4.5 years ago, and I can say that this is one of the best uses of this space imaginable, and it has added so much to Chanhassen in every way, from increased revenue to local businesses to increased tax revenue to the city and Carver County, plus it's a fantastic place to live!! I wholeheartedly support the new plans under consideration and believe that a mix of additional residential with retail & restaurants, plus improved use of parking, new sidewalks and crosswalks makes tremendous sense for downtown Chanhassen and will benefit all people in the surrounding area, not just apartment dwellers or business owners. We owe it to the future of Chanhassen and its citizens to be proactive and move on the opportunities that present themselves when all parties and circumstances align. There are so many instances when a perfect opportunity is delayed or vetoed and the opportunity is lost for years to come, sometimes forever. Very excited at the prospect of the property adjacent to VENUE being redeveloped and appreciate all the Mayor and Council are doing to keep us informed! The renderings for both the Roers development AND the City Park redevelopment are really great! Thank you and good luck! Anne-Marie Cookson VENUE /Chanhassen Resident 565 From: Sent: Tuesday, February 20, 2024 12:44 PM To: DL Public Comments <publiccomments@chanhassenmn.gov> Subject: Roers Companies Downtown Redevelopment Public Comment I am writing to express comments about the Roers Company Downtown Redevelopment project that includes the dearly departed Chanhassen Cinema with Prince’s beautiful mural on the side wall facing the Country Inn & Suites Hotel. As evidenced by Prince stories from those who worked directly with him, celebrities, and locals alike, there is much history in this iconic block of real estate. I’m sure I don’t have to give you information on how Mr. G (artist Graham Hoete) traveled from Australia to paint a mural that is a one of a kind work of art visited and viewed by thousands and thousands of people from around the world since it’s installation in 2016. Chanhassen is like a second home to many of us from around the world that revisit the site over and over again during the last almost eight years. While change and growth is inevitable, such an iconic and one-of-a-kind mural is a gift to your city - as well as the legacy of Prince - that deserves preservation! I implore the City of Chanhassen Council members to defend this historic piece of art that could never be replicated. There are engineering challenges for sure, but as a Zoning Board of Appeals Chair in DeKalb County, Georgia and lifelong Prince fan, I know you have the ability to impose certain conditions upon your approval in the many steps ahead of this development process. It will not only affect visitors to this famous site in the coming years for the city but could even go so far as to have an economic impact in many ways to the local businesses and residents that visit the mural almost daily. Thank you in advance for your service and commitment to the beautiful City of Chanhassen and its future development for all who love it and, more importantly, those affected most directly by future development N Rivers-Johnson Prince Fam for Life 566 -----Original Message----- From: Brenda Vatland Sent: Tuesday, February 20, 2024 12:30 PM To: DL Public Comments <publiccomments@chanhassenmn.gov> Subject: Roers development I not in favor of the height of the buildings, the density of the development, and the two bedroom units only having one parking stall. I do not agree with the amount of traffic this development will add to west 78th street. I do not want to see TIF money given to this project Thank you Brenda Vatland 7290 Kurvers Pt Rd Chanhassen 567 From: Maria Tyiska Sent: Tuesday, February 20, 2024 4:45 PM To: DL Public Comments <publiccomments@chanhassenmn.gov> Subject: Urgent Appeal for Preservation of Prince's Mural in Roers Company Downtown Redevelopment Project Dear Members of the City of Chanhassen Council, I am reaching out to share my sentiments regarding the Roers Company Downtown Redevelopment project, particularly concerning the Chanhassen Cinema site adorned with Prince's iconic mural, an integral part of the city's rich history. The mural, masterfully crafted by Mr. G (artist Graham Hoete) in 2016, has become a unique work of art drawing admiration from people worldwide. Its presence has contributed to transforming Chanhassen into a second home for many, attracting visitors who repeatedly revisit this cherished site over the past nearly eight years. While recognizing the inevitability of transformation and progress, I wish to emphasize that this mural is a precious gift to the city and a significant part of Prince's legacy. Its preservation is paramount. As a Prince enthusiast, I understand the complexities involved. I urge you, as council members, to consider imposing conditions during the approval process to address engineering challenges - safeguard, and preserve this irreplaceable piece of art. Beyond its cultural significance, the mural plays a crucial role in attracting visitors, contributing to the local economy, and enhancing the daily lives of residents. The potential loss of such a landmark could have far-reaching impacts. I commend and appreciate your commitment to the splendid City of Chanhassen and its continuous advancement. Your service is vital to ensuring that this unique mural continues to be a source of pride for residents and a draw for visitors. Thank you for your consideration and commitment to preserving the cultural heritage of Chanhassen. Sincerely, Maria Tyiska -- “Dont stress over what could have been; chances are if it should have been, it would have been." ~Unknown 568 ____________________________________________________________________________________ _______________________________________________________________________________ https://www.chanhassenmn.gov/departments/community- development/planning/proposed-development-projects/chanhassen-cinema-hotel- redevelopment A significant part of the allure of Chanhassen stems from the charming appeal of its architecture. Commercial buildings reflect detailing that fits well with the style of residential spaces along with ample green space. Careful planning and consideration is paramount as changes and improvements are being considered. There is a proposed development currently being considered for space now occupied by the Country Inn and Suites by Radisson. These proposed plans are concerning for several reasons. Proposed Building Height Most of the buildings in downtown Chanhassen are three stories tall or lower. The new development plan proposes a six-story building extending to the sidewalks at the intersection of 78th St. and Market Blvd. This would significantly alter the open feel that now exists to a highly urbanized appearance. Plans exist to build a new Community Center at the northwest corner of this intersection where a park now exists. Adding this proposed development would significantly change the visual dynamics of the area. Expand the greenspace area in the proposed development 78th St. to create a park area to replace the one planned for the new Community Center. Doing this provides a convenient place for the new building’s residents to relax with their families and friends. It could also offer a location for a Farmer’s Market and local craftspeople to sell their products, thereby attracting shoppers to nearby establishments. Consider adapting a plan that includes restaurant and retail space along the streets that does not exceed one story. Incorporate space at the street level for restaurants to offer private outdoor seating. This feature has become popular at places such as Brendisi’s Pub and Axel’s, where it welcomes foot traffic to these establishments. There is no space allotted for this in the developer’s current plan. Reserve additional building height to areas of the building that do not encroach on the roadways. Limit overall height to no more than four stories, preferably racing the south, back side of existing buildings. Architectural Style The Country Inn is a three-story building with a slanted roof. This style, with roofline variations, reflects the surrounding homes. It does not overwhelm in the same way the Venue, located east of the proposed redevelopment does. Heritage Park Apartments, west of Great Plains Blvd. and Chan View Drive are styled in a way that complements neighboring homes. The rooflines, integrated balconies, and detailing gives these residences a homey feel. Slanted roof lines are better suited for inevitable snow accumulations than flat-roof designs. Balconies provide privacy with the advantage that they do not look like afterthoughts. The facade is broken up by interesting details. Tax Incremental Financing (TIF) Sell municipal bonds as an investment rather than increase property or sales tax. The higher residents are taxed, the less attractive a city becomes. Traffic Management The proposed buildings would add increased housing units. This creates the potential for a very congested area in the center of the city. Allow for the possibility for potential widened to four lanes of 78th St. Currently, there are two lanes going west, a single lane going east. Additional housing and retail certainly include the need to accommodate an increased flow of traffic along this corridor. ____________________________________________________________________________________ ____________________________________________________________________________________ 569 From: Connie Schibilla Sent: Thursday, February 22, 2024 6:49 AM To: DL Public Comments <publiccomments@chanhassenmn.gov> Subject: Hotel/cinema development Hoping there is a considera�on to include hotel room op�ons 1 floor per building or ? These rooms would be suite like w kitchens (same floor plan as studio or 1 bedroom apts) Benefit - no transporta�on required for dining, theatre and special events. Connie Schibilla ____________________________________________________________________________________ ____________________________________________________________________________________ From: Christopher Goh Sent: Monday, February 26, 2024 10:25 PM To: DL Public Comments <publiccomments@chanhassenmn.gov> Subject: Comments My name is Christopher Goh 521 Shadowmere, Chanhassen, MN 55317 I have lived in Chanhassen for the last 24 years and don't approve of this development!. It will increase downtown traffic considerably, change the nature of of delightful downtown and create a new block of buildings that don't fit. We don't need a high rise right in the middle of town. Chris ____________________________________________________________________________________ ____________________________________________________________________________________ From: The Michels Sent: Friday, March 1, 2024 4:41 PM To: DL Public Comments <publiccomments@chanhassenmn.gov> Subject: Roers Property/Development - TIF proposal City of Chanhassen Leadership - I am absolutely opposed to any Tax Increment Financing being given. Tired of individuals and developers feeding at the public trough. What good is development without property tax collection. This development is for market rate apartments, and there is no reason to subsidize such. Rents are at record high prices. Todd Michels 570 ____________________________________________________________________________________ ____________________________________________________________________________________ From: Shelly Leatham Sent: Monday, March 4, 2024 4:41 PM To: DL Public Comments <publiccomments@chanhassenmn.gov> Subject: Roers development proposal I do not know if I will be able to make the public hearing Monday evening, but do want to share my feedback. I like the idea of making Chanhassen a more walkable downtown area, but not by creating more six-story buildings while limiting the available parking or reducing the traffic flow along W. 78th St. I lived in Excelsior for a couple of years and appreciated the ability to walk to many of the locations I wanted to go, but part of that was because there were times that driving down Water Street was too much of a hassle. I appreciated the charm of downtown Excelsior, but none of the buildings are six stories. The Venue is not what I would envision as the direction we should continue heading for downtown Chanhassen. Six stories is not charming. Why add more? As someone who lives outside of the downtown Chanhassen area I do not love the idea of driving around to find a parking spot so I can run into a shop. That's not a big issue in the summer when the sidewalks are clear and the temperatures are warm, but living in MN we know that winters bring snow, ice, and cold, and parking a distance away because there isn't an on-street spot to be found is likely going to be the case. As you've already found with Tequila Butcher, having a lack of parking can be a problem. If there aren't going to be enough parking spaces for the people who live in the building then I anticipate that their guests will be looking for parking as well. I recognize that there is no money in public parking lots, but if you want Chanhassen to be a destination you need to have a plan for that. At the very least the developer should ensure that there is sufficient parking for all residents in the new buildings and some parking for guests. Parallel parking along W. 78th is not going to cut it. Additionally, I'm trying to figure out what the push is to create more narrow driving areas like the area around St. Hubert's/Summerwood/Culver's. The area is very congested at times with traffic backing up trying to get onto 101. I see this as an issue that we'll be dealing with in that downtown area where you're trying to reduce lanes. Laredo and W 78th gets to be a fairly busy intersection around the start of the school day and the end of the school day. There are plenty of buses and parents coming and going. On street parking does not seem like a great idea when there is a lot of traffic flowing. Parallel parking requires traffic behind the parking vehicle to stop and wait until the vehicle has parked. I favor the two lane model over the single lane model for these reasons. Finally, I feel like this is being pushed through fairly quickly without much being shared out to residents. There was an email from the Mayor on Dec 22 mentioning it, but with no additional information. Since then things have moved very rapidly. I receive the emails, which not everyone else in the community does, and I have been looking for information, which not everyone else does. As a comparison, Carver County has been finding a number of ways to ensure that residents are weighing in on waste management. In the past two months I have seen way more attempts by Carver County to receive feedback than I have seen information shared from the City on the Roers 571 development. It seems like you're actually trying to ensure you don't get feedback. In fact, I feel like there was way more information shared out regarding the Cafe Zupas potential development and moratorium regarding the drive through than I have seen regarding the Roers development, and this is a significantly larger project. Please consider not building a six-story building with insufficient parking for all residents in the downtown area. Please do not create congestion in the downtown area by reducing traffic flow, and please do not make parking more challenging for those of us who do not live close to downtown. Sincerely, Shelly Leatham 1576 Bluebill Trail Chanhassen ____________________________________________________________________________________ ____________________________________________________________________________________ 572 From: Mary Jo Kamerud Sent: Monday, April 8, 2024 10:16 AM To: DL Public Comments <publiccomments@chanhassenmn.gov> Subject: Chanhassen Cinema & Hotel Redevelopment I am a long time Chanhassen resident and want to voice my opposition to the proposed Chanhassen Cinema & Hotel Redevelopment project. I frequent that area, at various times of day, and find it to be quite congested most of the time. An increase in housing and retail in that area will most likely add to that condition, making it even more dangerous for walking, biking, and driving. Another concern is the loss of a hotel within walking distance of the Dinner Theater and how that will affect that long time bus iness that really put Chanhassen on the map. Mary Jo Kamerud From: ruth slivken Sent: Thursday, April 4, 2024 3:29 PM To: DL City Council <Council@chanhassenmn.gov> Subject: Plans for Downtown Project Dear Members of the Council: Once again I feel that I must respond to the proposed plans for Downtown Chanhassen. I, and many others, do not want high rise buildings in our downtown area. Buildings of 5-6 stories are just not appropriate and will not blend in well with the small town "feel" we all enjoy currently. It will increase congestion and the problems that come with that increase in density. In exploring downtown Excelsior and Edina, I have found that they have flourished without the high rise buildings on their Main Streets. I would like to see building heights limited to 3 stories. This would npt change the underground parking plans or the retail spaces. And would still accommodate two stories of apartment housing. There is plenty of space in this area for housing development without imposing on our quaint and accessible Downtown. I hope you will reconsider your approval of the plans as they stand; and make the necessary changes to benefit all residents of Chanhassen. Sincerely, Ruth Slivken From: Andy Roberts Sent: Sunday, March 31, 2024 8:44 PM To: Maass, Eric <emaass@chanhassenmn.gov> Subject: proposed development issue I am writing to you about the proposed development involving Chanhassen Cinema and Country Suites Hotel. Country Suites shouldn't be touched because it is the best hotel to stay at. 573 My mom and sister both worked there in the past. My dad and I have stayed at that location and other Country Suite hotels across the United States. They are the best hotel in the United States. We don't need any more apartments in Chanhassen, we need the hotel because we already lost one and it is in the perfect location near the Chanhassen Dinner Theater which works for plays at the Dinner Theater if any of the cast for plays are from other states and they can stay at Country Suites and walk right over. It is also bigger than other hotels near St. Hubert's. Also the wall with the picture of Prince should be kept and considered for landmark because he meant a lot to Minnesota. The Chanhassen Cinema should re-open under new management like AMC. I have been at numerous AMC theaters and they sell pizza and some have alcohol license. Please really think about this because if I lose Country Suites in Chanhassen I will be very upset. I always tell people I know to stay at those locations including relatives that visit me from other states because Country Suites isn't far from where I live. Say NO to this development. Andy 574 78th St. & Market Blvd. Proposed Redevelopment Chansassen, MN 575 1000 Parkers Lake Rd Unnamed July 10, 2023 Minnetonka - MN W 78th St & Market Blvd Chanhassen, MN Location Map WEST 78TH STR E E T MARKET BLVDMARKET ST REET LAR EDO DR ALDI & VENUE APARTMENTS (NOT SHOWN ON AERIAL) CHANHASSEN DINNER THEATERS PROPOSED PROJECT SITE 576 1000 Parkers Lake Rd Unnamed July 10, 2023 Minnetonka - MN W 78th St & Market Blvd Chanhassen, MN Existing Site - Viewed from the North (78th St) 577 1000 Parkers Lake Rd Unnamed July 10, 2023 Minnetonka - MN W 78th St & Market Blvd Chanhassen, MN Existing Site - Viewed from West (Market Blvd) 578 1000 Parkers Lake Rd Unnamed July 10, 2023 Minnetonka - MN W 78th St & Market Blvd Chanhassen, MN Existing Site - Viewed from the South (Market Street) 579 1000 Parkers Lake Rd Unnamed July 10, 2023 Minnetonka - MN W 78th St & Market Blvd Chanhassen, MN Key Metrics: West Building: • 185 apartments • 15,000 SF retail facing 78th St • Structured parking serving residents and retail guests East Building: • 150 apartments • 8,000 SF retail facing parking lot • Structured parking serving residents • Surface parking serving retail guests Project Goals: • Increase housing within the downtown core • Redevelop several auto-oriented sites in order to help create a walkable, mixed- use neighborhood • Divide development into two separate buildings in order to allow for a future north/south street extension connecting 78th St. and Market St. 580 VENUE APARTMENTS ALDI CHANHASSEN STATION CHANHASSEN DINNER THEATERS 974 977 964 23,685 SF RETAIL PARKING6,431 SF RESIDENTIAL 8,360 SF RETAIL 3,564 SF RETAIL 960 18 STALLS 13 STALLS 13 STALLS 5 STALLS973973 FUTURE LOREDO DRIVE EXTENSION21,540 SF RESIDENTIAL 1,554 SF ROOFROOFMARKET BLVDW 78TH ST MARKET ST DN RESTAURANT PATIO 3,887 SF AMENITY 1,944 SF 8,693 SF RETAIL 4,070 SF AMENITY15,408 SF RESIDENT PARKING 3,564 SF RETAIL PLAN NORTH Scale:1" = 80'-0" Market Blvd & W 78th St DISTRICT SITE PLAN 6/21/2023 Chanhassen, MN 581 56,806 SF PARKING 44,412 SF PARKING EXISTING RETAINING WALL TO BE REPLACED IN KIND EXISTING RETAINING WALL TO BE REMOVED - FOUNDATION WALL EXPOSED HOUSING ABOVE (UNEXCAVATED) 1,428 SF BOHSLOPE UP SLOPE DN MOVE IN 35,594 SF RESIDENTIAL 29,780 SF RESIDENTIAL 7,724 SF AMENITY UNIT TERRACES 3,122 SF AMENITY PLAN NORTH Scale:1" = 80'-0" Market Blvd & W 78th St FLOOR PLANS 6/21/2023 Chanhassen, MN MINUS 1 LEVEL LEVEL 2 PLAN 582 39,119 SF RESIDENTIAL 32,841 SF RESIDENTIAL PLAN NORTH Scale:1" = 80'-0" Market Blvd & W 78th St FLOOR PLANS 6/21/2023 Chanhassen, MN TYPICAL UPPER LEVEL FLOOR PLAN 583 1000 Parkers Lake Rd Unnamed July 10, 2023 Minnetonka - MN W 78th St & Market Blvd Chanhassen, MN ESG-Designed Architecture Precedents 584 1000 Parkers Lake Rd Unnamed July 10, 2023 Minnetonka - MN W 78th St & Market Blvd Chanhassen, MN ESG-Designed Architecture Precedents 585 1000 Parkers Lake Rd Unnamed July 10, 2023 Minnetonka - MN W 78th St & Market Blvd Chanhassen, MN Victoria, MN Architecture Precedents 586 Page 1 of 12 Date: April 12, 2024 To: City of Chanhassen Mayor and City Council Laurie Hokkanen, City Manager From: Eric Maass, AICP, EDFP, Community Development Director Re: Proposed Chanhassen Cinema and Hotel Redevelopment Project Update On March 11th the City Council tabled the land use application made by Roers Companies for the redevelopment of the Chanhassen Cinema and Country Inn & Suites. The City Council tabled action the requested preliminary plat, site plan, and tax increment financing requests. The preliminary plat and site plans were tabled due to City Council concerns regarding architectural design and parking available to the project. Due to the scale of the project and number of attachments included in your agenda packet, staff thought it beneficial to provide a summary of changes made to date specifically as it relates to architecture and parking. That information can be found on the preceding pages. Sincerely, Eric Maass, AICP, EDFP Community Development Director 587 Page 2 of 12 Architecture – Material Palettes The City Council was presented with four possible color palettes for the project and recommended that the applicant move forward with the “Platinum & Bronze Scheme” as the basis for the redesign but to also consider the “Champagne Scheme” specifically as it related to the vertical accent metal components of the elevations. The following is the proposed material palette. West Building East Building 588 Page 3 of 12 West Building Architecture North Elevation 1. Color palette entirely changed to a grey/white/bronze color scheme in line with the “Platinum & Bronze” scheme reviewed by the City Council during work session. 2. The elevations previously had four different varieties of brick on the north elevation, the west building has been simplified to have two brick varieties. 3. The building presents with both dark and light elements to create an overall cohesive elevation. The metals panels provide added dimension to the elevation and help to break up the varieties of the various gray/white materials. 4. The top cornices are now thicker and also lighter than the surrounding materials which provide the cornice more prominence and visibility. (red boxes) 5. The balconies previously had glass railings but have been revised to have black picket style railings to provide added detailing to the exterior. 589 Page 4 of 12 East Elevation 1. Color palette entirely changed to a grey/white/bronze color scheme in line with the “Platinum & Bronze” scheme reviewed by the City Council during work session. 2. The balconies previously had glass railings but have been revised to have black picket style railings to provide added detailing to the exterior. 3. The elevation previously had four different varieties of brick on the north elevation, the west building has been simplified to have two brick varieties. 4. Area above the residential parking garage entrance was revised to add windows that more closely resemble the upper stories. This area is not an apartment unit but is bike storage/bike maintenance. (red box) 5. Due to the area over the residential garage entrance being altered the commercial space in the middle of the elevation is more prominent. (green box) 6. The brick material on the corner commercial space as well as its roofline is lighter which gives that greater prominence as well. (pink box) 590 Page 5 of 12 South Elevation 1. Color palette entirely changed to a grey/white/bronze color scheme in line with the “Platinum & Bronze” scheme reviewed by the City Council during work session. 2. The balconies previously had glass railings but have been revised to have black picket style railings to provide added detailing to the exterior. 3. The elevation previously had four different varieties of brick on the north elevation, the west building has been simplified to have two brick varieties. 4. Windows have been added to the upper portions of the pre-cast walls which reduce its overall scale. (red boxes) 5. Due to the area over the residential garage entrance being altered the commercial space in the middle of the elevation is more prominent. (green box) 6. The stairwell has been revised from a fiber cement panel material to the accent metal material providing greater relief to the wall expanse on the left side of the elevation (orange box) 591 Page 6 of 12 West Elevation 1. Color palette entirely changed to a grey/white/bronze color scheme in line with the “Platinum & Bronze” scheme reviewed by the City Council during work session. 2. The balconies previously had glass railings but have been revised to have black picket style railings to provide added detailing to the exterior. 3. The elevation previously had four different varieties of brick on the north elevation, the west building has been simplified to have two brick varieties. 4. The walkup townhome style units previously had a continuous roof line however now that roof line has been broken up into two areas and a more prominent porch area has been provided to those units. (red box) 5. The cornices on each level are thicker and more pronounced giving them greater visibility and prominence. (green boxes) 592 Page 7 of 12 East Building Architecture North Elevation 1. Color palette entirely changed along with the inclusion of two colors of brick onto the north façade. 2. The balconies previously had glass railings but have been revised to have black picket style railings to provide added detailing to the exterior. 3. The columns along the first floor now terminate at the top of the windowpane area with a heavier cornice/roof line which give the first floor area greater prominence. (orange box). 4. Removed metal pergola element on amenity deck space (green box) 593 Page 8 of 12 South Elevation 1. Color palette entirely changed including the base brick on floors 1 and 2 and a change in color for the architectural fiber cement panels on floors 3, 4, 5, and 6. 2. The balconies previously had glass railings but have been revised to have black picket style railings to provide added detailing to the exterior. 3. Added an additional horizontal band of brick to add prominence to floors 1 and 2 (orange box). 4. The stack of outdoor patios on the right side of the elevation have more prominence now that it’s adjacent to a lighter colored fiber cement panel. (red box) 594 Page 9 of 12 West Elevation 1. Reallocation of brick from on the first floor of apartment units onto the east elevation (facing W 78th) (orange box). 2. Shift in color palette and specifically the brick colors but also the fiber cement panels that are located in the center of the elevation. 3. The balconies previously had glass railings but have been revised to have black picket style railings to provide added detailing to the exterior. 4. Precast panels now have lighter colored columns which provide greater architectural interest in the precast columns. (red box) 595 Page 10 of 12 East Elevation 1. Shift in color palette and specifically the brick colors but also the fiber cement panels that are located in the center of the elevation. 2. The balconies previously had glass railings but have been revised to have black picket style railings to provide added detailing to the exterior. 3. The columns along the first floor now terminate at the top of the windowpane area with a heavier cornice/roof line which give the first floor area greater prominence. (orange box). 4. Precast panels now have lighter colored columns which provide greater architectural interest in the precast columns. (red box) 596 Page 11 of 12 Parking Considerations During their meeting on March 11th, the City Council shared concerns regarding the amount of parking available to the project and whether or not the parking demand generated by the proposed project would result in parking spaces on adjacent private properties being used. The following is a summary of the parking analysis and the revisions to the project as it relates to parking since the City Council meeting on March 11th. Parking Supply - As of March 11th, the project had a total of 519 parking spaces including all surface parking and structured parking. From that 519 total, 396 spaces were dedicated residential parking spaces which amounted to 1.3 parking spaces per residential unit and 0.8 parking spaces per bedroom. Through revisions to the site plan that added parking spaces and changes to parking easements, the project now has a total of 575 parking spaces of which, 457 spaces are dedicated residential parking spaces which amounts to 1.5 parking spaces per residential unit and 0.95 parking spaces per bedroom. Separate from the residential parking, the plans provide for 118 parking spaces for the general public to utilize when trying to patronize the various commercial spaces. 64 of the 118 general public parking spaces are structured spaces which is a great public amenity year round but especially during the winter months. Typically commercial spaces require 4 parking spaces for every 1,000 square feet of leasable commercial space which is based on both city code and the independent market study completed by Cornerstone Valuation services. The project proposes 14,880 square feet of commercial space which would amount to 60 parking spaces. We know that the NW corner of the west building is meant for a restaurant user which has a higher parking demand than typical commercial users however there are 58 remaining public parking spaces to accommodate restaurant demand and in the event that some of the other commercial spaces are rented by businesses which are not open later in the evening then some of their parking allocation also frees up to assist in restaurant parking demand. Parking Demand – The applicant has revised 5 of the units in the west building which had previously been planned to be 2 bedroom units to being 1 bedroom plus den units, dropping the total number of bedrooms in the project by 5. Staff noted in our review that the applicant should add a bike rack to the project to make it more convenient for those who elect to bike into downtown and patronize the area. The site plan has been updated to add a bike rack adjacent to the west building and a bike rack adjacent to the east building. 597 Page 12 of 12 598 City Council Item April 15, 2024 Item Consider Resolution 2024-XX: Approving a modification to the Redevelopment Plan for the Downtown Chanhassen Redevelopment Project Area and Approve a Tax Increment Financing Plan for Tax Increment Financing District No. 13 File No.Item No: G.2 Agenda Section GENERAL BUSINESS Prepared By Eric Maass, Community Development Director Reviewed By Laurie Hokkanen SUGGESTED ACTION Motion to adopt the Resolution approving a modification to the Redevelopment Plan for the Downtown Chanhassen Redevelopment Project Area and approve the Tax Increment Financing Plan for Tax Increment Financing District No. 13 Motion Type Simple Majority Vote of members present Strategic Priority Development & Redevelopment SUMMARY The City Council is asked to consider the establishment of a Renewal and Renovation Tax Increment Financing (TIF) District, and to approve the Resolution Adopting a Modification to the Redevelopment Plan for the Downtown Chanhassen Redevelopment Project Area and the Tax Increment Financing Plan For Tax Increment Financing District No. 13. If approved, the funds generated from TIF 13 would financially assist Roers Companies with the redevelopment of the Chanhassen Cinema and the County Inn & Suites. The Chanhassen Cinema has been vacant since April 2023 and the hotel is still operational at this time. LHB has completed an analysis of both buildings, which is attached with the TIF Plan for review. Both buildings have met the statutory requirements for the Renewal and Renovation District. 599 A TIF payment is a rebate of a percentage of the increased property taxes paid by that property owner. Roers is requesting a TIF district be created to provide financial assistance to facilitate the redevelopment of two aging and underutilized hotel and commercial properties into a $125 million mixed-use development, consisting of two five-six-story buildings containing approximately 310 multi- family housing units, up to 18,000 rentable square feet of commercial space, and approximately 466 structured parking stalls. The redevelopment will include demolition and mass grading of the site, an extension of Laredo Drive through the property, utility relocations, and interior and surrounding road and sidewalk improvements. State statute establishes these expenses as eligible to be paid for through TIF. The TIF eligible expenses has a total anticipated cost of $9,883,696 not including interest. Expense eligible to be recouped through TIF proceeds are established by state statute. Once the development is complete, the district is expected to generate approximately $14,372,772 in total tax increment. The developer is showing a financing gap of $6,360,000, which is why they are requesting TIF assistance. If approved, the EDA would enter into development agreements with Roers Acquisitions LLC or an affiliate as the developer. The development is anticipated to begin in 2024. As part of the development agreement, Roers will need to demonstrate completion of the approved projects and verification of the final costs. The maximum amount of TIF funding would be $6,360,000 and if costs come in below budget, the note amount will get reduced. The city may retain up to 10% of the TIF for administration fees. The development contract will also require that the developer pay for all sewer and water access charges (SAC/WAC) for residential and commercial spaces. The city has received feedback from the local business community that SAC/WAC charges make it difficult for small businesses to get started in Chanhassen. By requiring the developer to pay those fees as part of the TIF negotiations the community is in a better position to foster small business growth in the downtown area. The City's Economic Development Commission (EDC) reviewed the financial aspects of the TIF request at its meeting on January 9, 2024, and recommended approval of the TIF request. On February 20, 2024, the Planning Commission formally approved that the TIF Plan was consistent with the city's 2040 Comprehensive Plan. Nick Anhut, Senior Municipal Advisor with Ehlers, the city's financial consultant, will present their financial findings to the EDA and the developer will also attend the meeting to answer any questions. BACKGROUND A Renewal and Renovation District would be established to assist with redeveloping sites that contain substandard buildings and buildings that require substantial renovation and clearance. A renovation and renewal TIF district has a maximum term of 16 years of increment which is established by state statute. This would be a "pay-as-you-go" TIF, which means that the taxes would be paid by the owner/developer and a portion of the new, additional, taxes paid would be rebated back once it is determined that the expenditures are valid, and the goals of the project are met. The current tax capacity is not eligible to be rebated and would continue to be distributed to the taxing jurisdictions. Pay-as-you- go financing relies on the private developer or property owner to initially finance the costs of the TIF improvements. A development agreement between the authority and the developer then provides the developer will be repaid as tax increments are collected. This form of TIF structuring removes financial risk to the city. 600 DISCUSSION BUDGET RECOMMENDATION The Economic Development Commission and staff recommends the City Council adopt the proposed Resolution approving a Modification to the Redevelopment Plan for the Downtown Chanhassen Redevelopment Project Area and approve a Tax Increment Financing Plan for Tax Increment Financing District No. 13. ATTACHMENTS Chanhassen TIF 13 Plan and Renewal and Renovation Property Report from LHB Resolution Adopting a Modification to the Redevelopment Plan for the Downtown Chanhassen Redevelopment Project Area and Approving a Tax Increment Financing Plan for Tax Increment Financing District No. 13 601   Adoption Date: March 11, 2024 City of Chanhassen Carver County, Minnesota MODIFICATION TO THE REDEVELOPMENT PLAN Downtown Chanhassen Redevelopment Project Area & Tax Increment Financing (TIF) Plan Establishment of Tax Increment Financing District No. 13 (a renewal and renovation district) BUILDING COMMUNITIES. IT’S WHAT WE DO. Prepared by: Ehlers 3060 Centre Pointe Drive Roseville, Minnesota 55113 602   TABLE OF CONTENTS Modification to the Redevelopment Plan for Downtown Chanhassen Redevelopment Project Area 1  FOREWORD 1  Tax Increment Financing Plan for Tax Increment Financing District No. 13 2  FOREWORD 2  STATUTORY AUTHORITY 2  STATEMENT OF OBJECTIVES 2  REDEVELOPMENT PLAN OVERVIEW 3  DESCRIPTION OF PROPERTY IN THE DISTRICT AND PROPERTY ELIGIBLE TO BE ACQUIRED 3  DISTRICT CLASSIFICATION 4  DURATION & FIRST YEAR OF TAX INCREMENT 5  ORIGINAL TAX CAPACITY, TAX RATE & ESTIMATED CAPTURED NET TAX CAPACITY VALUE/INCREMENT & NOTIFICATION OF PRIOR PLANNED IMPROVEMENTS 5  SOURCES OF REVENUE/BONDS TO BE ISSUED 7  USES OF FUNDS 7  FISCAL DISPARITIES ELECTION 8  ESTIMATED IMPACT ON OTHER TAXING JURISDICTIONS 8  SUPPORTING DOCUMENTATION 11  DISTRICT ADMINISTRATION 11  Appendix A: Map of Downtown Chanhassen Redevelopment Project Area and the TIF District   Appendix B: Estimated Cash Flow for the District   Appendix C: Findings Including But/For Qualifications   Appendix D: Renewal and Renovation Qualifications for the District   Appendix E: Permits Issued   603   City of Chanhassen Tax Increment Financing District No. 13 Modification to the Redevelopment Plan for Downtown Chanhassen Redevelopment Project Area FOREWORD The following text signifies a Modification to the Redevelopment Plan for the Downtown Chanhassen Redevelopment Project Area (the “Redevelopment Project Area”). This modification represents a continuation of the goals and objectives set forth in the original Redevelopment Plan for the Redevelopment Project Area. Generally, the substantive change includes the establishment of Tax Increment Financing District No. 13 within the Redevelopment Project Area. For further information, a review of the Redevelopment Plan for the Redevelopment Project Area is recommended. It is available on file at the office of the Economic Development Manager at the City of Chanhassen. Other relevant information is contained in the tax increment financing plans for the tax increment financing districts located within the Redevelopment Project Area. 604   City of Chanhassen Tax Increment Financing District No. 13 2 Tax Increment Financing Plan for Tax Increment Financing District No. 13 FOREWORD The City of Chanhassen (the "City"), the Chanhassen Economic Development Authority (the “EDA”), staff and consultants have prepared the following information to expedite the establishment of Tax Increment Financing District No. 13 (the "District"), a renewal and renovation tax increment financing district, located in the Downtown Chanhassen Redevelopment Project Area. STATUTORY AUTHORITY Within the City, there exist areas where public involvement is necessary to cause development or redevelopment to occur. To this end, the EDA and City have certain statutory powers pursuant to Minnesota Statutes ("M.S."), Sections 469.090 - 469.1082, inclusive, as amended, and M.S., Sections 469.174 to 469.1794, inclusive, as amended (the "TIF Act"), to assist in financing public costs related to this project. This section contains the Tax Increment Financing Plan (the "TIF Plan") for the District. Other relevant information is contained in the Redevelopment Plan for the Downtown Chanhassen Redevelopment Project Area, as modified. STATEMENT OF OBJECTIVES The District currently consists of six (6) parcels of land and adjacent roads and internal rights-of-way. The District is being created to provide financial assistance to facilitate the redevelopment of two aging and underutilized hotel and commercial properties in the City into a $125 million mixed-use development consisting of two five-six story buildings containing approximately 310 multi-family housing units, 18,000 rentable square feet of commercial space, and 466 structured parking stalls. The redevelopment will include demolition and mass grading of the site, an extension of Laredo drive through the property, utility relocations and interior and surrounding road and sidewalk improvements. The EDA anticipates entering into an agreement with Roers Acquisitions LLC or an affiliate as the developer. Development is anticipated to begin in 2024. This TIF Plan is expected to achieve many of the objectives outlined in the Redevelopment Plan for the Downtown Chanhassen Redevelopment Project Area. 605   City of Chanhassen Tax Increment Financing District No. 13 3 The activities contemplated in the Modification to the Redevelopment Plan and the TIF Plan do not preclude the undertaking of other qualified development or redevelopment activities. These activities are anticipated to occur over the life of Downtown Chanhassen Redevelopment Project Area and the District. REDEVELOPMENT PLAN OVERVIEW Pursuant to the Redevelopment Plan and authorizing state statutes, the EDA and City are authorized to undertake the following activities in the District: 1. Property to be Acquired - Selected property located within the District may be acquired by the EDA or City and is further described in this TIF Plan. 2. Relocation - Relocation services, to the extent required by law, are available pursuant to M.S., Chapter 117 and other relevant state and federal laws. 3. Upon approval of a developer's plan relating to the project and completion of the necessary legal requirements, the EDA or City may sell to a developer selected properties that it may acquire within the District or may lease land or facilities to a developer. 4. The EDA or City may perform or provide for some or all necessary acquisition, construction, relocation, demolition, and required utilities and public street work within the District. DESCRIPTION OF PROPERTY IN THE DISTRICT AND PROPERTY ELIGIBLE TO BE ACQUIRED The District encompasses all property and adjacent rights-of-way and abutting roadways identified by the parcels listed below. Parcel number Address Owner 25.1180010 575 78th St W Chanhassen Lodging 25.1180020 575 78th St W Chanhassen Lodging 25.1190010 591 78th St W Chanhassen Lodging 25.1190030 N/A Chanhassen Lodging 25.1190040 N/A Chanhassen Lodging 25.2830010 570 Market St Chanhassen Properties 606   City of Chanhassen Tax Increment Financing District No. 13 4 Please also see the map in Appendix A for further information on the location of the District. The EDA and City do not own any parcels of the property to be included in the District. The EDA or City may acquire any parcel within the District including interior and adjacent street or other rights of way. Any properties identified for acquisition will be acquired only in order to accomplish one or more of the following: storm sewer improvements; provide land for needed public streets, utilities and facilities; and/or carry out land acquisition, site improvements, clearance or development to accomplish the uses and objectives set forth in this plan. The EDA or City may acquire property by gift, dedication, condemnation or direct purchase from willing sellers in order to achieve the objectives of this TIF Plan. Such acquisitions will be undertaken only when there is assurance of funding to finance the acquisition and related costs. DISTRICT CLASSIFICATION The EDA and City, in determining the need to create a tax increment financing district in accordance with the TIF Act, find that the District, to be established, is a renewal and renovation district pursuant to M.S., Section 469.174, Subd. 10a. In meeting the statutory criteria the EDA and City rely on the following facts and findings: • The District is a renewal and renovation district consisting of six (6) parcels. • An inventory shows that parcels consisting of more than 70% of the area in the District are occupied by buildings, streets, utilities, paved or gravel parking lots, or other similar structures. • An inspection of the buildings located within the District finds that at least 20% of the buildings are structurally substandard as defined in the TIF Act. (See Appendix D). • An inspection of the buildings located within the District finds that more than 30% of the other buildings require substantial renovation or clearance to remove existing conditions such as inadequate street layout, incompatible uses and others as defined in the TIF Act. (See Appendix D). Pursuant to M.S., Section 469.176, Subd. 7, the District does not contain any parcel or part of a parcel that qualified under the provisions of M.S., Sections 273.111, 273.112, or 273.114 or Chapter 473H for taxes payable in any of the five calendar years before the filing of the request for certification of the District. 607   City of Chanhassen Tax Increment Financing District No. 13 5 DURATION & FIRST YEAR OF TAX INCREMENT Pursuant to M.S., Section 469.175, Subd. 1, and Section 469.176, Subd. 1, the duration and first year of tax increment of the District must be indicated within the TIF Plan. Pursuant to M.S., Section 469.176, Subd. 1b., the duration of the District will be 15 years after receipt of the first increment by the EDA (a total of 16 years of tax increment). The EDA elects to receive the first tax increment in 2026, which is no later than four years following the year of approval of the District. Thus, it is estimated that the District, including any modifications of the TIF Plan for subsequent phases or other changes, would terminate after 2041, or when the TIF Plan is satisfied. The EDA reserves the right to decertify the District prior to the legally required date. ORIGINAL TAX CAPACITY, TAX RATE & ESTIMATED CAPTURED NET TAX CAPACITY VALUE/INCREMENT & NOTIFICATION OF PRIOR PLANNED IMPROVEMENTS Pursuant to M.S., Section 469.174, Subd. 7 and M.S., Section 469.177, Subd. 1, the Original Net Tax Capacity (ONTC) as certified for the District will be based on the market values placed on the property by the assessor in 2023 for taxes payable 2024. Pursuant to M.S., Section 469.177, Subds. 1 and 2, the County Auditor shall certify in each year (beginning in the payment year 2026) the amount by which the original value has increased or decreased as a result of: 1. Change in tax exempt status of property; 2. Reduction or enlargement of the geographic boundaries of the District; 3. Change due to adjustments, negotiated or court-ordered abatements; 4. Change in the use of the property and classification; 5. Change in state law governing class rates; or 6. Change in previously issued building permits. In any year in which the current Net Tax Capacity (NTC) value of the District declines below the ONTC, no value will be captured and no tax increment will be payable to the EDA. The original local tax rate for the District will be the local tax rate for taxes payable 2024, assuming the request for certification is made before June 30, 2024. The final tax rates for 2024 were not available at the time the District was established. 608   City of Chanhassen Tax Increment Financing District No. 13 6 The projected ONTC and the Original Local Tax Rate for the District appear in the table below. Pursuant to M.S., Section 469.174 Subd. 4 and M.S., Section 469.177, Subd. 1, 2, and 4, the estimated Captured Net Tax Capacity (CTC) of the District, within Downtown Chanhassen Redevelopment Project Area, upon completion of the projects within the District, will annually approximate tax increment revenues as shown in the table below. The EDA requests 100% of the available increase in tax capacity be used for repayment of its obligations and current expenditures, beginning in the tax year payable 2026. The Project Tax Capacity (PTC) listed is an estimate of values when the projects within the District are completed. Estimated Project Tax Capacity upon completion (PTC) 1,364,901 Less: Estimated Original Net Tax Capacity (ONTC) 132,719 Less: Fiscal Disparities 32,231 Estimated Captured Tax Capacity (CTC)1,199,952 Original Local Tax Rate 84.7681% Prelim Pay 2024 Estimated Annual Tax Increment $1,017,176 Percent Retained by the EDA 100% Project Tax Capacity Note: Tax capacity includes a 1% inflation factor for the duration of the District. The PTC included in this chart is the estimated tax capacity of the District in year 16. The net tax capacity of the District upon stabilization of the project in year two is estimated to be $1,187,414. Pursuant to M.S., Section 469.177, Subd. 4, the EDA shall, after a due and diligent search, accompany its request for certification to the County Auditor or its notice of the District enlargement pursuant to M.S., Section 469.175, Subd. 4, with a listing of all properties within the District or area of enlargement for which building permits have been issued during the eighteen (18) months immediately preceding approval of the TIF Plan by the municipality pursuant to M.S., Section 469.175, Subd. 3. The County Auditor shall increase the original net tax capacity of the District by the net tax capacity of improvements for which a building permit was issued. The City has reviewed the area to be included in the District to determine if any building permits have been issued during the 18 months immediately preceding approval of the TIF Plan by the City. One reroofing permit has been identified for PID # 25.1190010 and will accompany the request for certification. The permitted activity is not expected to increase the Original Net Tax Capacity. Please see Appendix E for the building permit that was issued. 609   City of Chanhassen Tax Increment Financing District No. 13 7 SOURCES OF REVENUE/BONDS TO BE ISSUED The total estimated tax increment revenues for the District are shown in the table below: SOURCES Tax Increment 14,372,772$ Interest 718,638 TOTAL 15,091,410$ The costs outlined in the Uses of Funds will be financed primarily through the annual collection of tax increments. The EDA and City reserve the right to issue bonds (as defined in the TIF Act) or incur other indebtedness as a result of the TIF Plan. As presently proposed, the projects within the District will be financed by one or more pay-as-you-go notes. Any refunding amounts will be deemed a budgeted cost without a formal modification to this TIF Plan. This provision does not obligate the EDA or City to incur debt. The EDA or City will issue bonds or incur other debt only upon the determination that such action is in the best interest of the City. The EDA or City may issue bonds secured in whole or in part with tax increments from the District in a maximum principal amount of $15,091,410. Such bonds may be in the form of pay-as-you-go notes, revenue bonds or notes, general obligation bonds, or interfund loans. This estimate of total bonded indebtedness is a cumulative statement of authority under this TIF Plan as of the date of approval. USES OF FUNDS Currently under consideration for the District is a proposal to facilitate the renewal and renovation of two aging and underutilized properties within the City’s downtown. The EDA and City have determined that it will be necessary to provide assistance to the project(s) for certain District costs, as described herein. The EDA has studied the feasibility of the development or redevelopment of property in and around the District. To facilitate the establishment and development or redevelopment of the District, this TIF Plan authorizes the use of tax increment financing to pay for the cost of certain eligible expenses. The estimate of public costs and uses of funds associated with the District is outlined in the following table. 610   City of Chanhassen Tax Increment Financing District No. 13 8 USES Land/Building Acquisition 1,000,000$ Site Improvements/Preparation 2,000,000 Affordable Housing - Utilities 2,500,000 Other Qualifying Improvements 2,946,419 Administrative Costs (up to 10%) 1,437,277 PROJECT COSTS TOTAL 9,883,696$ Interest 5,207,714 PROJECT AND INTEREST COSTS TOTAL 15,091,410$ The total project cost, including financing costs (interest) listed in the table above does not exceed the total projected tax increments for the District as shown in the Sources of Revenue section. FISCAL DISPARITIES ELECTION Pursuant to M.S., Section 469.177, Subd. 3, the EDA may elect one of two methods to calculate fiscal disparities. The EDA will choose to calculate fiscal disparities by clause b (inside). ESTIMATED IMPACT ON OTHER TAXING JURISDICTIONS The estimated impact on other taxing jurisdictions assumes that the redevelopment contemplated by the TIF Plan would occur without the creation of the District. However, the EDA has determined that such development or redevelopment would not occur "but for" tax increment financing and that, therefore, the fiscal impact on other taxing jurisdictions is $0. The estimated fiscal impact of the District would be as follows if the "but for" test was not met: Entity Preliminary 2023/Pay 2024 Total Net Tax Capacity Estimated Captured Tax Capacity (CTC) upon completion Percent of CTC to Entity Total Carver County 217,510,096 1,199,952 0.5517% City of Chanhassen 64,817,920 1,199,952 1.8513% ISD No. 112 (Eastern Carver County Schools)128,134,116 1,199,952 0.9365% Impact on Tax Base 611   City of Chanhassen Tax Increment Financing District No. 13 9 Entity Preliminary Pay 2024 Extension Rate Percent of Total CTC Potential Taxes Carver County 29.9930% 35.38% 1,199,952 $ 359,902 City of Chanhassen 20.9102% 24.67% 1,199,952 250,912 ISD No. 112 (Eastern Carver County Schools)28.5491% 33.68% 1,199,952 342,576 Other 5.3157% 6.27% 1,199,952 63,786 84.7681% 100.00% $ 1,017,176 Impact on Tax Rates The estimates listed above display the CTC when all construction is completed. The tax rate used for calculations is the Preliminary Pay 2024 rate. The total net capacity for the entities listed above are based on Preliminary Pay 2024 figures. The District will be certified under the Final Pay 2024 rates, which were unavailable at the time this TIF Plan was prepared. Pursuant to M.S., Section 469.175 Subd. 2(b): (1) Estimate of total tax increment. It is estimated that the total amount of tax increment that will be generated over the life of the District is $14,372,772; (2) Probable impact of the District on city provided services and ability to issue debt. A marginal impact of the District on police protection is expected as it is with any increase in development density. New developments add an increase in traffic and additional overall demands to the call load. Based on the type of building, the City estimates 30 to 50 calls per year. The City does not expect that the proposed development, in and of itself, will necessitate new capital investment in vehicles or facilities. The probable impact of the District on fire protection is not expected to be significant. New buildings generate few calls, if any, and are of superior construction that is compliant with the latest building codes and fire protection systems. One existing building, located at the site, which will be eliminated by the new development, has outstanding code violations. The City expects a very small increase in call volume, if any, and does not expect that the proposed development, in and of itself, will necessitate new capital investment in vehicles or facilities for fire protection. 612   City of Chanhassen Tax Increment Financing District No. 13 10 The impact of the District on public infrastructure is expected to be minimal. The development is not expected to significantly impact any traffic movements external to the area and the project will provide necessitated road, utility and parking infrastructure improvements as part of the private development costs. This will include extension of a public roadway through the property and watermain relocation. The current infrastructure for sanitary sewer, storm sewer and water will be able to handle the additional volume generated from the proposed development. Based on the development plans, there are not anticipated to be any additional public costs associated with street maintenance, sweeping, plowing, lighting and sidewalks. The development in the District is expected to contribute all sanitary sewer (SAC) and water (WAC) connection fees in accordance with its Site Plan Agreement. The probable impact of the issuance of any general obligation tax increment bonds payable from tax increment revenues from the District on the City’s ability to issue debt for general fund purposes is expected to be minimal. As presently proposed, it is not anticipated that there will be any general obligation debt issued in relation to this project. Any such issuance, if considered, would not be expected to require the City’s general revenue support and would not apply to the City's debt limit. (3) Estimated amount of tax increment attributable to school district levies. It is estimated that the amount of tax increments over the life of the District that would be attributable to school district levies, assuming the school district's share of the total local tax rate for all taxing jurisdictions remained the same, is $4,840,624; (4) Estimated amount of tax increment attributable to county levies. It is estimated that the amount of tax increments over the life of the District that would be attributable to county levies, assuming the county's share of the total local tax rate for all taxing jurisdictions remained the same, is $5,085,442; (5) Additional information requested by the county or school district. The EDA and City are not aware of any standard questions in a county or school district written policy regarding tax increment districts and impact on county or school district services. The county or school district must request additional information pursuant to M.S., Section 469.175 Subd. 2(b) within 15 days after receipt of the tax increment financing plan. 613   City of Chanhassen Tax Increment Financing District No. 13 11 No requests for additional information from the county or school district regarding the proposed development for the District have been received to date. SUPPORTING DOCUMENTATION Pursuant to M.S., Section 469.175, Subd. 1 (a), clause 7 this TIF Plan must contain identification and description of studies and analyses used to make the determination set forth in M.S., Section 469.175, Subd. 3, clause (b)(2) and the findings are required in the resolution approving the District. (i) In making said determination, reliance has been placed upon (1) written representation made by the Developer to such effects, (2) review of the Developer’s proforma; and (3) EDA and City staff awareness of the feasibility of developing the project site within the District, which is further outlined in the City Council resolution approving the establishment of the District and Appendix C. (ii) A comparative analysis of estimated market value both with and without establishment of the District and the use of tax increments has been performed. Such analysis is included with the cashflow in Appendix B and indicates that the increase in estimated market value of the proposed development (less the indicated subtractions) exceeds the estimated market value of the site absent the establishment of the District and the use of tax increments. DISTRICT ADMINISTRATION Administration of the District will be handled by the Economic Development Manager. 614   City of Chanhassen Tax Increment Financing District No. 13 Appendix A: Map of Downtown Chanhassen Redevelopment Project Area and the TIF District 615 616   City of Chanhassen Tax Increment Financing District No. 13 Appendix B: Estimated Cash Flow for the District 617 Roers RedevelopmentCity of Chanhassen, MN Mixed-Use RedevelopmentASSUMPTIONS AND RATESDistrictType: Renewal and RenovationDistrict Name/Number: TIF 13County District #: TBDExempt Class Rate (Exempt) 0.00%First Year Construction or Inflation on Value 2024Commercial Industrial Preferred Class Rate (C/I Pref.)Existing District - Specify No. Years RemainingFirst $150,000 1.50%Inflation Rate - Every Year:1.00%Over $150,000 2.00%Interest Rate:6.00%Commercial Industrial Class Rate (C/I) 2.00%Present Value Date:1-Aug-25Rental Housing Class Rate (Rental) 1.25%First Period Ending 1-Feb-26Affordable Rental Housing Class Rate (Aff. Rental)Tax Year District was Certified:Pay 2024First $100,000 0.25%Cashflow Assumes First Tax Increment For Development: 2026 Over $100,000 0.25%Years of Tax Increment 16 Non-Homestead Residential (Non-H Res. 1 Unit)Assumes Last Year of Tax Increment 2041 First $500,000 1.00%Fiscal Disparities Election [Outside (A), Inside (B), or NA]Inside(B)Over $500,000 1.25%Incremental or Total Fiscal DisparitiesIncrementalHomestead Residential Class Rate (Hmstd. Res.)Fiscal Disparities Contribution Ratio 36.7257%Pay 2023First $500,000 1.00%Fiscal Disparities Metro-Wide Tax Rate 123.0260%Prelim Pay 2024Over $500,000 1.25%Maximum/Frozen Local Tax Rate: 84.768%Prelim Pay 2024Agricultural Non-Homestead 1.00%Current Local Tax Rate: (Use lesser of Current or Max.) 84.768%Prelim Pay 2024State-wide Tax Rate (Comm./Ind. only used for total taxes) 30.0000%Prelim Pay 2024Market Value Tax Rate (Used for total taxes) 0.17166%Prelim Pay 2024Building Total Percentage Tax Year Property Current Class AfterLand Market Market Of Value Used Original Original Tax Original After ConversionPID Owner Address Market Value Value Value for District Market Value Market Value Class Tax Capacity Conversion Orig. Tax Cap.125.1180010 Chanhassen Lodging 575 78th St W 335,400 273,600 609,000100% 609,000 Pay 2024C/I12,180 C/I12,180 2225.1180020 Chanhassen Lodging 575 78th St W 323,200 1,641,700 1,964,900100% 1,964,900 Pay 2024C/I39,298 Rental24,561 2325.1190010 Chanhassen Lodging 591 78th St W 701,300 4,623,100 5,324,400100% 5,324,400 Pay 2024C/I106,488 Rental66,555 1425.1190030 Chanhassen Lodging N/A 536,700 0 536,700100% 536,700 Pay 2024C/I10,734 C/I10,734 1525.1190040 Chanhassen Lodging N/A 18,300 0 18,300100% 18,300 Pay 2024C/I366 C/I366 1625.2830010 Chanhassen Properties 570 Market St 663,200 802,600 1,465,800100% 1,465,800 Pay 2024C/I29,316 Rental18,323 22,578,100 7,341,000 9,919,100 9,919,100 198,382 132,719Note:1. Base values are for pay 2024 based on review of County website on December 18, 2023.2. Located in SD #0112, WS #064.Area/ PhaseTax Rates BASE VALUE INFORMATION (Original Tax Capacity)618 Roers RedevelopmentCity of Chanhassen, MN Mixed-Use RedevelopmentEstimated Taxable Total Taxable Property Percentage Percentage Percentage Percentage First YearMarket Value Market Value Total Market Tax Project Project Tax Completed Completed Completed Completed Full TaxesArea/Phase New Use Per Sq. Ft./Unit Per Sq. Ft./Unit Sq. Ft./UnitsValue Class Tax Capacity Capacity/Unit 2024 2025 2026 2027 PayableApartments 281,500281,500 31087,265,000 Rental 1,090,813 3,519 40% 100% 100% 100% 2027Retail 270270 18,0284,867,560 C/I Pref. 96,601 5 40% 100% 100% 100% 2027TOTAL92,132,560 1,187,414 Subtotal Residential 310 87,265,000 1,090,813 Subtotal Commercial/Ind. 18,028 4,867,560 96,601 Note:1. Market values are based upon estimates provided by the Assessor's office.Total Fiscal Local Local Fiscal State-wide MarketTax Disparities Tax Property Disparities PropertyValue Total Taxes PerNew Use Capacity Tax Capacity Capacity Taxes Taxes Taxes Taxes Taxes Sq. Ft./UnitApartments 1,090,813 0 1,090,813 924,661 0 0 149,795 1,074,456 3,465.99Retail 96,601 35,477 61,124 51,813 43,647 28,305 8,355 132,121 7.33TOTAL1,187,414 35,477 1,151,936 976,474 43,647 28,305 158,151 1,206,577Note: 1. Taxes and tax increment will vary significantly from year to year depending upon values, rates, state law, fiscal disparities and other factors which cannot be predicted.Total Property Taxes 1,206,577Current Market Value - Est. 9,919,100less State-wide Taxes (28,305)New Market Value - Est. 92,132,560less Fiscal Disp. Adj. (43,647) Difference 82,213,460less Market Value Taxes (158,151)Present Value of Tax Increment 8,617,446less Base Value Taxes (105,256) Difference 73,596,014Annual Gross TIF 871,218Value likely to occur without Tax Increment is less than:73,596,014 WHAT IS EXCLUDED FROM TIF? MARKET VALUE BUT / FOR ANALYSISTAX CALCULATIONSPROJECT INFORMATION (Project Tax Capacity)619 Roers RedevelopmentCity of Chanhassen, MN Mixed-Use RedevelopmentTAX INCREMENT CASH FLOWProject Original Fiscal Captured Local Annual Semi-Annual State Admin. Semi-Annual Semi-Annual PERIOD% of Tax Tax Disparities Tax Tax Gross Tax Gross Tax Auditor at Net Tax Present ENDING Tax PaymentOTC Capacity Capacity Incremental Capacity Rate Increment Increment 0.36% 10% Increment Value Yrs. Year Date- - - - 02/01/26100% 474,965 (132,719) (5,641) 336,605 84.768% 285,334 142,667 (514) (14,215) 127,938 120,594 0.5 2026 08/01/26100% 474,965 (132,719) (5,641) 336,605 84.768% 285,334 142,667 (514) (14,215) 127,938 237,675 1 2026 02/01/27100% 1,187,414 (132,719) (26,928) 1,027,767 84.768% 871,218 435,609 (1,568) (43,404) 390,637 584,751 1.5 2027 08/01/27100% 1,187,414 (132,719) (26,928) 1,027,767 84.768% 871,218 435,609 (1,568) (43,404) 390,637 921,718 2 2027 02/01/28100% 1,199,288 (132,719) (27,282) 1,039,287 84.768% 880,983 440,492 (1,586) (43,891) 395,015 1,252,537 2.5 2028 08/01/28100% 1,199,288 (132,719) (27,282) 1,039,287 84.768% 880,983 440,492 (1,586) (43,891) 395,015 1,573,721 3 2028 02/01/29100% 1,211,281 (132,719) (27,641) 1,050,921 84.768% 890,846 445,423 (1,604) (44,382) 399,437 1,889,040 3.5 2029 08/01/29100% 1,211,281 (132,719) (27,641) 1,050,921 84.768% 890,846 445,423 (1,604) (44,382) 399,437 2,195,176 4 2029 02/01/30100% 1,223,394 (132,719) (28,003) 1,062,672 84.768% 900,807 450,403 (1,621) (44,878) 403,904 2,495,718 4.5 2030 08/01/30100% 1,223,394 (132,719) (28,003) 1,062,672 84.768% 900,807 450,403 (1,621) (44,878) 403,904 2,787,506 5 2030 02/01/31100% 1,235,627 (132,719) (28,368) 1,074,540 84.768% 910,867 455,434 (1,640) (45,379) 408,415 3,073,960 5.5 2031 08/01/31100% 1,235,627 (132,719) (28,368) 1,074,540 84.768% 910,867 455,434 (1,640) (45,379) 408,415 3,352,071 6 2031 02/01/32100% 1,247,984 (132,719) (28,737) 1,086,528 84.768% 921,028 460,514 (1,658) (45,886) 412,971 3,625,093 6.5 2032 08/01/32100% 1,247,984 (132,719) (28,737) 1,086,528 84.768% 921,028 460,514 (1,658) (45,886) 412,971 3,890,163 7 2032 02/01/33100% 1,260,464 (132,719) (29,110) 1,098,635 84.768% 931,291 465,646 (1,676) (46,397) 417,572 4,150,381 7.5 2033 08/01/33100% 1,260,464 (132,719) (29,110) 1,098,635 84.768% 931,291 465,646 (1,676) (46,397) 417,572 4,403,019 8 2033 02/01/34100% 1,273,068 (132,719) (29,487) 1,110,863 84.768% 941,657 470,828 (1,695) (46,913) 422,220 4,651,028 8.5 2034 08/01/34100% 1,273,068 (132,719) (29,487) 1,110,863 84.768% 941,657 470,828 (1,695) (46,913) 422,220 4,891,815 9 2034 02/01/35100% 1,285,799 (132,719) (29,867) 1,123,213 84.768% 952,126 476,063 (1,714) (47,435) 426,914 5,128,187 9.5 2035 08/01/35100% 1,285,799 (132,719) (29,867) 1,123,213 84.768% 952,126 476,063 (1,714) (47,435) 426,914 5,357,674 10 2035 02/01/36100% 1,298,657 (132,719) (30,251) 1,135,687 84.768% 962,700 481,350 (1,733) (47,962) 431,655 5,582,952 10.5 2036 08/01/36100% 1,298,657 (132,719) (30,251) 1,135,687 84.768% 962,700 481,350 (1,733) (47,962) 431,655 5,801,668 11 2036 02/01/37100% 1,311,643 (132,719) (30,639) 1,148,285 84.768% 973,379 486,690 (1,752) (48,494) 436,444 6,016,369 11.5 2037 08/01/37100% 1,311,643 (132,719) (30,639) 1,148,285 84.768% 973,379 486,690 (1,752) (48,494) 436,444 6,224,817 12 2037 02/01/38100% 1,324,760 (132,719) (31,031) 1,161,010 84.768% 984,166 492,083 (1,771) (49,031) 441,280 6,429,437 12.5 2038 08/01/38100% 1,324,760 (132,719) (31,031) 1,161,010 84.768% 984,166 492,083 (1,771) (49,031) 441,280 6,628,096 13 2038 02/01/39100% 1,338,007 (132,719) (31,427) 1,173,862 84.768% 995,060 497,530 (1,791) (49,574) 446,165 6,823,104 13.5 2039 08/01/39100% 1,338,007 (132,719) (31,427) 1,173,862 84.768% 995,060 497,530 (1,791) (49,574) 446,165 7,012,433 14 2039 02/01/40100% 1,351,388 (132,719) (31,827) 1,186,842 84.768% 1,006,063 503,031 (1,811) (50,122) 451,099 7,198,280 14.5 2040 08/01/40100% 1,351,388 (132,719) (31,827) 1,186,842 84.768% 1,006,063 503,031 (1,811) (50,122) 451,099 7,378,713 15 2040 02/01/41100% 1,364,901 (132,719) (32,231) 1,199,952 84.768% 1,017,176 508,588 (1,831) (50,676) 456,081 7,555,826 15.5 2041 08/01/41100% 1,364,901 (132,719) (32,231) 1,199,952 84.768% 1,017,176 508,588 (1,831) (50,676) 456,081 7,727,781 16 2041 02/01/42 Total14,424,701 (51,929) (1,437,277) 12,935,495 Present Value From 08/01/2025 Present Value Rate 6.00% 8,617,446 (31,023) (858,642) 7,727,781 620   City of Chanhassen Tax Increment Financing District No. 13 Appendix C: Findings Including But/For Qualifications The reasons and facts supporting the findings for the adoption of the Tax Increment Financing Plan (TIF Plan) for Tax Increment Financing District No. 13 (the “District”), as required pursuant to Minnesota Statutes (M.S.), Section 469.175, Subdivision 3 are as follows: 1. Finding that Tax Increment Financing District No. 13 is a redevelopment district as defined in M.S., Section 469.174, Subd. 10. The District consists of six (6) parcels and their internal and adjacent rights-of-way, with plans to redevelop the area into a mixed-use development consisting of approximately 310 multi-family housing units and 18,000 rentable square feet of commercial space. Parcels consisting of 70% of the area of the District are occupied by buildings, streets, utilities, paved or gravel parking lots or other similar structures. One of two buildings in the District, not including outbuildings, is structurally substandard and the other building requires substantial renovation or clearance to remove inadequate street layout and obsolescence not suitable for improvement or conversion. (See Appendix D of the TIF Plan.) 2. Finding that the proposed development, in the opinion of the City Council, would not reasonably be expected to occur solely through private investment within the reasonably foreseeable future and that the increased market value of the site that could reasonably be expected to occur without the use of tax increment financing would be less than the increase in the market value estimated to result from the proposed development after subtracting the present value of the projected tax increments for the maximum duration of Tax Increment Financing District No. 13 permitted by the TIF Plan. The proposed development, in the opinion of the City, would not reasonably be expected to occur solely through private investment within the reasonably foreseeable future: This finding is supported by the fact that the activities proposed in the TIF Plan meet the City's objectives for redevelopment. The existing property contains substandard or obsolete buildings whose renovation requires high costs related to demolition, remediation, site improvement, and construction of infrastructure. The redevelopment also requires substantial investment toward public improvements including the extension of Laredo Drive, utility relocations, and various internal and external sidewalk and roadway improvements to connect with the downtown area. 621   City of Chanhassen Tax Increment Financing District No. 13 Because of the combination of limited amounts of property available for expansion adjacent to the renewal site and the public and private costs of financing the proposed improvements which are essential to the comprehensive redevelopment of the area, this project is feasibly only through assistance, in part, from tax increment financing. The developer provided a pro forma outlining project sources and uses as well as projected rent, operating cost, vacancy and financing assumptions. City staff and the City’s financial advisor reviewed the information and have determined that the project is not feasible without assistance due to anticipated net operating income and market returns not supporting the overall redevelopment costs for the site. This review supports justification that the Developer would not have gone forward without tax increment assistance. The increased market value of the site that could reasonably be expected to occur without the use of tax increment financing would be less than the increase in market value estimated to result from the proposed development after subtracting the present value of the projected tax increments for the maximum duration of the District permitted by the TIF Plan: This finding is justified on the grounds that the development intensity and tax based created on currently underutilized and declining property requires site and public improvement costs that are improbable without public assistance. Specifically, the costs of site preparation, demolition, remediation, and public improvements to include infrastructure and site parking will add significantly to the total redevelopment costs of any development in this area. Site and public improvements costs in this area have made redevelopment infeasible without tax increment assistance. The City reasonably determines that no other redevelopment of similar scope is anticipated on this site without substantially similar assistance being provided to the development. Therefore, the City concludes as follows: a. The City's estimate of the amount by which the market value of the entire District will increase without the use of tax increment financing is $0. b. If the proposed development occurs, the total increase in market value will be $82,213,460. 622   City of Chanhassen Tax Increment Financing District No. 13 c. The present value of tax increments from the District for the maximum duration of the district permitted by the TIF Plan is estimated to be $8,617,446. d. Even if some development other than the proposed development were to occur, the Council finds that no alternative would occur that would produce a market value increase greater than $73,596,014 (the amount in clause b less the amount in clause c) without tax increment assistance. 3. Finding that the TIF Plan for the District conforms to the general plan for the development or redevelopment of the municipality as a whole. The City of Chanhassen Planning Commission reviewed the TIF Plan on February 20, 2024 and adopted Resolution No. 2024-01 finding that the TIF Plan is consistent with Chanhassen’s Comprehensive Plan and therefore conforms to the general plans for the development and redevelopment of the City as a whole. 4. Finding that the TIF Plan for Tax Increment Financing District No. 13 will afford maximum opportunity, consistent with the sound needs of the City as a whole, for the development or redevelopment of the Downtown Chanhassen Redevelopment Project Area by private enterprise. Through the implementation of the TIF Plan, the City will provide an impetus for the renovation of substandard and underutilized property, construction of a new mixed-use private development which will result in increased employment in the City and the State of Minnesota, an increased tax base of the State and add a high-quality development to the City. 623   City of Chanhassen Tax Increment Financing District No. 13 Appendix D: Renewal and Renovation Qualifications for the District 624 REPORT OF INSPECTION PROCEDURES AND RESULTS FOR DETERMINING QUALIFICATIONS OF A TAX INCREMENT FINANCING DISTRICT WEST 78TH STREET RENEWAL AND RENOVATION TIF DISTRICT Prepared for CITY OF CHANHASSEN, MINNESOTA DECEMBER 1, 2023 625 West 78th Street Renewal and Renovation TIF LHB Project No. 230558.00 Page 1 of 12 Final Report  Table of Contents   Part 1 – Executive Summary ....................................................................................................................... 2 Purpose of Evaluation ............................................................................................................................................... 2 Scope of Work ........................................................................................................................................................... 3 Conclusion ................................................................................................................................................................ 3 Part 2 – Minnesota Statute 469.174, Subdivision 10a Requirements ...................................................... 3  A. Coverage Test .................................................................................................................................................. 4 B. Condition of Buildings Test ............................................................................................................................... 4 C. Distribution of Substandard Buildings ............................................................................................................... 5 Part 3 – Procedures Followed .................................................................................................................... 6  Part 4 – Findings .......................................................................................................................................... 6  A. Coverage Test .................................................................................................................................................. 6 B. Condition of Building Test .................................................................................................................................. 8 1. Building Inspection .................................................................................................................................. 8 2. Replacement Cost .................................................................................................................................. 8 3. Code Deficiencies ................................................................................................................................... 8 4. System Condition Deficiencies ............................................................................................................... 9 C. Distribution of Substandard Structures ........................................................................................................... 10 Part 5 - Team Credentials .......................................................................................................................... 12  APPENDIX A Property Condition Assessment Summary Sheet APPENDIX B Building Code and Condition Deficiencies Reports APPENDIX C Property Condition Assessment Building Replacement Cost Reports Code Deficiency Cost Reports Photographs 626 West 78th Street Renewal and Renovation TIF LHB Project No. 230558.00 Page 2 of 12 Final Report  Part 1: Executive Summary Purpose of the Evaluation LHB was hired by the City of Chanhassen to inspect and evaluate the properties within a Tax Increment Financing Renewal and Renovation District (“TIF District”) proposed to be established by the City. The proposed TIF District is bounded by West 78th Street, Market Boulevard, and Market Street (see Diagram 1). The purpose of LHB’s work is to determine whether the proposed TIF District meets the statutory requirements for coverage, and whether two (2) buildings on six (6) parcels located within the proposed TIF District, meet the qualifications required for a Renewal and Renovation District. Diagram 1: Proposed TIF District 627 West 78th Street Renewal and Renovation TIF LHB Project No. 230558.00 Page 3 of 12 Final Report  Scope of Work The proposed TIF District consists of six (6) parcels with two (2) buildings. Both buildings in the proposed TIF District received interior and exterior inspections. The Chanhassen Cinema building was determined substandard. The Hotel building did not meet the qualifications to be determined “structurally substandard”, but a full building report was still completed showing significant structural and code deficiencies coming up just short of the 15 percent code deficiency requirement. Building code and Condition Deficiency reports for both buildings are in Appendix B. Conclusion After inspecting and evaluating the properties within the proposed TIF District and applying current statutory criteria for a Renewal and Renovation District under Minnesota Statutes, Section 469.174, Subdivision 10a, it is our professional opinion that the proposed TIF District qualifies as a Renewal and Renovation District because:  The proposed TIF District has a coverage calculation of 100 percent which is above the 70 percent requirement.  50 percent of the buildings are structurally substandard which is above the 20 percent requirement.  100 percent of the other buildings require substantial renovation or clearance which is above the 30 percent requirement.  The substandard buildings are reasonably distributed. The remainder of this report describes our process and findings in detail. Part 2: Minnesota Statute 469.174, Subdivision 10a Requirements The properties were inspected in accordance with the following requirements under Minnesota Statutes, Section 469.174, Subdivision 10(c), which states: Interior Inspection “The municipality may not make such determination [that the building is structurally substandard] without an interior inspection of the property...” Exterior Inspection and Other Means “An interior inspection of the property is not required, if the municipality finds that (1) the municipality or authority is unable to gain access to the property after using its best efforts to obtain permission from the party that owns or controls the property; and (2) the evidence otherwise supports a reasonable conclusion that the building is structurally substandard.” 628 West 78th Street Renewal and Renovation TIF LHB Project No. 230558.00 Page 4 of 12 Final Report  Documentation “Written documentation of the findings and reasons why an interior inspection was not conducted must be made and retained under section 469.175, subdivision 3(1).” Qualification Requirements Minnesota Statutes, Section 469.174, Subdivision 10 (a) (1) requires two tests for occupied parcels: A. COVERAGE TEST 1. Minnesota Statutes, Section 469.174, Subdivision 10 (a) (1) states: …“parcels consisting of 70 percent of the area of the district are occupied by buildings, streets, utilities, or paved or gravel parking lots” The coverage required by the parcel to be considered occupied is defined under Minnesota Statutes, Section 469.174, Subdivision 10(e), which states:“For purposes of this subdivision, a parcel is not occupied by buildings, streets, utilities, or paved or gravel parking lots unless 15 percent of the area of the parcel contains building, streets, utilities, or paved or gravel parking lots, or other similar structures.” B. CONDITION OF BUILDINGS TEST 1. Minnesota Statutes, Section 469.174, Subdivision 10(a) states: …“20 percent of the buildings are structurally substandard; and 30 percent of the other buildings require substantial renovation or clearance to remove existing conditions such as: inadequate street layout, incompatible uses or land use relationships, overcrowding of buildings on the land, excessive dwelling unit density, obsolete buildings not suitable for improvement or conversion, or other identified hazards to the health, safety, and general well-being of the community.” Structurally substandard is defined under Minnesota Statues, Section 469.174, Subdivision 10(b), “For purposes of this subdivision, ‘structurally substandard’ shall mean containing defects in structural elements or a combination of deficiencies in essential utilities and facilities, light and ventilation, fire protection including adequate egress, layout and condition of interior partitions, or similar factors, which defects or deficiencies are of sufficient total significance to justify substantial renovation or clearance.” a. We do not count energy code deficiencies toward the thresholds required by Minnesota Statutes, Section 469.174, Subdivision 10(b) defined as “structurally substandard”, due to concerns expressed by the State of Minnesota Court of Appeals in the Walser Auto Sales, Inc. vs. City of Richfield case filed November 13, 2001. 2. Buildings are not eligible to be considered structurally substandard unless they meet certain additional criteria, as set forth in Subdivision 10(c) which states: “A building is not structurally substandard if it follows the building code applicable to new buildings or could be modified to satisfy the building code at a cost of less than 15 percent of the cost of constructing a new structure of the same square footage and type on the site. The municipality may find that a building is not disqualified as structurally substandard under the preceding sentence based on reasonably available evidence, such as the size, type, and age of the building, the average cost of plumbing, electrical, or structural repairs, or other similar reliable evidence.” “Items of evidence that support such a conclusion [that the building is not disqualified] include recent fire or police inspections, on-site property appraisals or housing inspections, exterior evidence of deterioration, or other similar reliable evidence.” 629 West 78th Street Renewal and Renovation TIF LHB Project No. 230558.00 Page 5 of 12 Final Report  i. LHB counts energy code deficiencies toward the 15 percent code threshold required by Minnesota Statutes, Section 469.174, Subdivision 10(c) for the following reasons: 1) The Minnesota energy code is one of ten building code areas highlighted by the Minnesota Department of Labor and Industry website where minimum construction standards are required by law. 2) Chapter 13 of the 2015 Minnesota Building Code states, “Buildings shall be designed and constructed in accordance with the International Energy Conservation Code.” Further more, Minnesota Rules, Chapter 1305.0021 Subpart 9 states, “References to the International Energy Conservation Code in this code mean the Minnesota Energy Code…” 3) Chapter 11 of the 2015 Minnesota Residential Code incorporates Minnesota Rules, Chapters, 1322 and 1323 Minnesota Energy Code. 4) The Senior Building Code Representative for the Construction Codes and Licensing Division of the Minnesota Department of Labor and Industry confirmed that the Minnesota Energy Code is being enforced throughout the State of Minnesota. 5) In a January 2002 report to the Minnesota Legislature, the Management Analysis Division of the Minnesota Department of Administration confirmed that the construction cost of new buildings complying with the Minnesota Energy Code is higher than buildings built prior to the enactment of the code. 6) Proper TIF analysis requires a comparison between the replacement value of a new building built under current code standards with the repairs that would be necessary to bring the existing building up to current code standards. For an equal comparison to be made, all applicable code chapters should be applied to both scenarios. Since current construction estimating software automatically applies the construction cost of complying with the Minnesota Energy Code, energy code deficiencies should also be identified in the existing structures. C. DISTRIBUTION OF SUBSTANDARD BUILDINGS 1. Minnesota Statutes, Section 469.174, Subdivision 10a. (a) (2), states that the conditions described above must be “reasonably distributed throughout the geographic area of the district”. 2. Our interpretation of the distribution requirement is that the substandard buildings and other buildings requiring substantial renovation or clearance must be reasonably distributed throughout the district as compared to the location of all buildings in the district. For example, if all the buildings in a district are located on one half of the area of the district, with the other half occupied by parking lots (meeting the required 70 percent coverage for the district), we would evaluate the distribution of the substandard buildings and buildings requiring substantial renovation or clearance compared with only the half of the district where the buildings are located. If all the buildings in a district are located evenly throughout the entire area of the district, the substandard buildings and buildings requiring substantial renovation or clearance must be reasonably distributed throughout the entire area of the district. We believe this is consistent with the opinion expressed by the State of Minnesota Court of Appeals in the Walser Auto Sales, Inc. vs. City of Richfield case filed November 13, 2001. 630 West 78th Street Renewal and Renovation TIF LHB Project No. 230558.00 Page 6 of 12 Final Report  Part 3: Procedures Followed LHB was able to schedule interior and exterior inspections for two (2) buildings in the proposed TIF District on July 27, 2023. The Chanhassen Cinema building (570 Market Street, Parcel A in Diagram 2) received an on-site interior and exterior inspection and was determined substandard. The Hotel building (575 and 591 78th Street West, Parcels B, C, and E in Diagram 2) including the former High Timber Lodge addition, had visible water issues but did not appear to have enough condition deficiencies during the initial inspection to be considered “structurally substandard”. However, the Hotel building did exhibit existing conditions warranting renovation or clearance as defined by Minnesota Statutes Subd. 10a. (1) (iii) in which it requires substantial renovation or clearance to remove existing conditions of incompatible land use relationships and obsolete buildings not suitable for improvement or conversion. Part 4: Findings A. COVERAGE TEST 1. The total square foot area of each parcel in the proposed TIF District was obtained from City records, GIS mapping and site verification. 2. The total square foot area of buildings and site improvements on the parcels in the proposed TIF District was obtained from City records, GIS mapping and site verification. 3. The percentage of coverage for each parcel in the proposed TIF District was computed to determine if the 15 percent minimum requirement was met. The total square footage of parcels meeting the 15 percent requirement was divided into the total square footage of the entire district to determine if the 70 percent requirement was met. FINDING: The proposed TIF District met the coverage test under Minnesota Statutes, Section 469.174, Subdivision 10(e), which resulted in parcels consisting of 100 percent of the area of the proposed TIF District being occupied by buildings, streets, utilities or paved drives or parking lots (see Diagram 2). This exceeds the 70 percent area coverage requirement for the proposed TIF District under Minnesota Statutes, Section 469.174, Subdivision 10a (a)(1). 631 West 78th Street Renewal and Renovation TIF LHB Project No. 230558.00 Page 7 of 12 Final Report  Diagram 2: Coverage Shaded area denotes parcels more than 15 percent occupied by buildings, streets, utilities or paved or gravel parking lots or other similar structures. 632 West 78th Street Renewal and Renovation TIF LHB Project No. 230558.00 Page 8 of 12 Final Report  B. Condition Of Building Test 1. BUILDING INSPECTION The first step in the evaluation process is the building inspection. After an initial walk-thru, the inspector makes a judgement whether a building “appears” to have enough defects or deficiencies of sufficient total significance to justify substantial renovation or clearance. If it does, the inspector documents with notes and photographs code and non-code deficiencies in the building. 2. REPLACEMENT COST The second step in evaluating a building to determine if it is substandard to a degree requiring substantial renovation or clearance is to determine its replacement cost. This is the cost of constructing a new structure of the same square footage and type on site. Replacement costs were researched using R.S. Means Cost Works square foot models for 2023. A replacement cost was calculated by first establishing building use (office, retail, residential, etc.), building construction type (wood, concrete, masonry, etc.), and building size to obtain the appropriate median replacement cost, which factors in the costs of construction in Chanhassen, Minnesota. Replacement cost includes labor, materials, and the contractor’s overhead and profit. Replacement costs do not include architectural fees, legal fees or other “soft” costs not directly related to construction activities. Replacement cost for each building that was inspected is tabulated in Appendix A. 3. CODE DEFICIENCIES The next step in evaluating a building is to determine what code deficiencies exist with respect to such building. Code deficiencies are those conditions for a building which are not in compliance with current building codes applicable to new buildings in the State of Minnesota. Minnesota Statutes, Section 469.174, Subdivision 10(c), specifically provides that a building cannot be considered structurally substandard if its code deficiencies are not at least 15 percent of the replacement cost of the building. As a result, it was necessary to determine the extent of code deficiencies for each building in the proposed TIF District. The evaluation was made by reviewing all available information with respect to such buildings contained in City Building Inspection records and making interior and exterior inspections of the buildings. LHB utilizes the current Minnesota State Building Code as the official code for our evaluations. The Minnesota State Building Code is a series of provisional codes written specifically for Minnesota only requirements, adoption of several international codes, and amendments to the adopted international codes. After identifying the code deficiencies in each building, we used R.S. Means Cost Works 2023; Unit and Assembly Costs to determine the cost of correcting the identified deficiencies. We were than able to compare the correction costs with the replacement cost of each building to determine if the costs for correcting code deficiencies exceed the required 15 percent threshold. FINDING: One (1) out of Two (2) buildings (50 percent) in the proposed TIF District contained code deficiencies exceeding the 15 percent threshold required by Minnesota Statutes, Section 469.174, Subdivision 10(c). Complete Building Code and Condition Deficiency Reports for the building that was inspected in the proposed TIF District can be found in Appendix B of this report. 633 West 78th Street Renewal and Renovation TIF LHB Project No. 230558.00 Page 9 of 12 Final Report  4. SYSTEM CONDITION DEFICIENCIES If a building meets the minimum code deficiency threshold under Minnesota Statutes, Section 469.174, Subdivision 10(c), then for such building to be “structurally substandard” under Minnesota Statutes, Section 469.174, Subdivision 10(b), the building’s defects, or deficiencies should be of sufficient total significance to justify “substantial renovation or clearance.” Based on this definition, LHB re-evaluated each of the buildings that met the code deficiency threshold under Minnesota Statutes, Section 469.174, Subdivision 10(c), to determine if the total deficiencies warranted “substantial renovation or clearance” based on the criteria we outlined above. System condition deficiencies are a measurement of defects or substantial deterioration in site elements, structure, exterior envelope, mechanical and electrical components, fire protection and emergency systems, interior partitions, ceilings, floors, and doors. The evaluation of system condition deficiencies was made by reviewing all available information contained in City records and making interior and exterior inspections of the buildings. LHB only identified system condition deficiencies that were visible upon our inspection of the building or contained in City records. We did not consider the amount of “service life” used up for a particular component unless it was an obvious part of that component’s deficiencies. After identifying the system condition deficiencies in each building, we used our professional judgment to determine if the list of defects or deficiencies are of sufficient total significance to justify “substantial renovation or clearance.” FINDING: In our professional opinion, one (1) of the two (2) buildings (50 percent) in the proposed TIF District is structurally substandard to a degree requiring substantial renovation or clearance, because of defects in structural elements or a combination of deficiencies in essential utilities and facilities, light and ventilation, fire protection including adequate egress, layout and condition of interior partitions, or similar factors which defects or deficiencies are of sufficient total significance to justify substantial renovation or clearance. This exceeds the 20 percent requirement of Subdivision 10a. (a) (1) (ii). SUBDIVISION 10a. (a) (1) (iii) Subdivision 10a. (a) (1) (iii) requires that at least 30 percent of the other buildings (i.e., all buildings excluding the 20 percent minimum standard) meet the Subdivision 10a (1), clause (iii) test in which the “other” buildings require substantial renovation or clearance to remove existing conditions such as: inadequate street layout, incompatible uses or land use relationships, overcrowding of buildings on the land, excessive dwelling unit density, obsolete buildings not suitable for improvement or conversion, or other identified hazards to the health, safety, and general well-being of the community. FINDING: One (1) out of the one (1) remaining buildings (100 percent) in the proposed Renewal and Renovation District exhibits existing conditions warranting renovation or clearance as defined by Minnesota Statutes Subd. 10a. (1) (iii), described as follows: 634 West 78th Street Renewal and Renovation TIF LHB Project No. 230558.00 Page 10 of 12 Final Report  PARCEL B, C, and E: In 2023 the City of Chanhassen began a visioning process for the future of Downtown Chanhassen, which is typically referred to as the areas surrounding West 78th Street between Powers Boulevard and Great Plains Boulevard. The downtown plan, generated from the visioning process, showed a desire for a more walkable, pedestrian-scale downtown with buildings near the streets and parking tucked to the rear, side, or underground. The continued addition of housing opportunities within the downtown is also seen as a priority to increase the number of people within the downtown area at all times of the day to promote a healthy business climate. Over time, West 78th Street will be transformed into more of a traditional 'main street' with on-street parking opportunities, contiguous sidewalks, and opportunities to eat, shop, and recreate. The new civic campus currently being planned by the city will consist of a new city hall, senior city, and city park. The city park will include a splash pad, and an outdoor performance center and winter ice skating to serve as a draw attracting the public to downtown Chanhassen year-round. The new city hall will be located at the intersection of Market Boulevard and West 78th Street and will set the tone for building placement for future downtown developments and redevelopment projects. The City has a vision for this area that is a departure from the suburban Hotel model. Concurrent with the City plans changing for this area, the Hotel ownership group is faced with water penetration issues on the exterior skin of the hotel that if not addressed, will lead to serious consequences. The building has been well-maintained to this point, but will become more difficult to maintain and costly to fix. LHB inspectors found code deficiencies totaling 14.4% of the replacement value of the building. While this is slightly short of what is required to be labeled a “substandard” building by MN TIF Statutes, it is a significant issue for the owners and will impact the viability of this building into the future. The Hotel building as configured is obsolete in terms of current urban standards, and is situated in a large surface parking lot, contrary to the planning vision for this area. While this parcel would naturally be grandfathered into the new land use/zoning, major additions, or improvements to the structure incompatible with the new planning goals would not likely be approved, leading to a disincentive for reinvestment and ultimately blight conditions. C. Distribution Of Substandard Structures Much of this report has focused on the condition of individual buildings as they relate to requirements identified by Minnesota Statutes, Section 469.174, Subdivision 10 and 10a. It is also important to look at the distribution of substandard buildings throughout the geographic area of the proposed TIF District. FINDING: Buildings meeting the requirements of Minnesota Statutes, Section 469.174, Subdivision 10 and 10a are reasonably distributed compared to all parcels that contain buildings. 635 West 78th Street Renewal and Renovation TIF LHB Project No. 230558.00 Page 11 of 12 Final Report  Diagram 3: Distribution of Substandard Structures Yellow: parcels with buildings. Orange: Structurally Substandard Building Blue: Other Conditions warranting renovation or clearance (Subd. 10a. (1) (iii) 636 West 78th Street Renewal and Renovation TIF LHB Project No. 230558.00 Page 12 of 12 Final Report  Part 5: Team Credentials Michael A. Fischer, AIA, LEED AP - Project Principal/TIF Analyst Michael has 34 years of experience as project principal, project manager, project designer and project architect on planning, urban design, educational, commercial, and governmental projects. He has become an expert on Tax Increment Finance District analysis assisting over 100 cities with strategic planning for TIF Districts. He is an Architectural Principal at LHB and currently leads the Minneapolis office. Michael completed a two-year Bush Fellowship, studying at MIT and Harvard in 1999, earning master’s degrees in City Planning and Real Estate Development from MIT. He has served on more than 50 committees, boards, and community task forces, including a term as a City Council President, Chair of a Metropolitan Planning Organization, and Chair of the Edina Planning Commission. Most recently, he served as a member of the Edina city council and Secretary of the Edina HRA. Michael has also managed and designed several award-winning architectural projects and was one of four architects in the Country to receive the AIA Young Architects Citation in 1997. Phil Fisher – Inspector For 35 years, Phil Fisher worked in the field of Building Operations in Minnesota including White Bear Lake Area Schools. At the University of Minnesota, he earned his Bachelor of Science in Industrial Technology. He is a Certified Playground Safety Inspector, Certified Plant Engineer, and is trained in Minnesota Enterprise Real Properties (MERP) Facility Condition Assessment (FCA). His FCA training was recently applied to the Minnesota Department of Natural Resources Facilities Condition Assessment project involving over 2,000 buildings. Appendices APPENDIX A Property Condition Assessment Summary Sheet APPENDIX B Building Code and Condition Deficiencies Reports APPENDIX C Property Condition Assessment Building Replacement Cost Reports Code Deficiency Cost Reports Photographs 637 APPENDIX A Property Condition Assessment Summary Sheet 638 West 78th Street Renewal and Renovation TIF District Property Condition Assessment Summary SheetTIF Map No.PID # Property AddressImproved or VacantSurvey Method UsedSite Area(S.F.)Coverage Area of Improvements(S.F.)Coverage Percent of ImprovementsCoverageQuantity(S.F.)No. of BuildingsBuildingReplacementCost15% of Replacement CostBuilding Code DeficienciesNo. of Buildings Exceeding 15% CriteriaNo. of buildings determined substandardMeets Subd. 10a. (1) (iii) RequirementsA252830010 570 Market Street Improved Interior/Exterior 39,640 37,658 95.0% 39,640 1 $3,792,114 $568,817 $964,004 1 1 1B251180010 575 West 78th Street Improved Interior/Exterior 23,958 22,520 94.0% 23,958 See Parcel E Note 1C251180020 575 West 78th Street Improved Interior/Exterior 23,086 23,086 100.0% 23,086 See Parcel E Note 1D251190040 N/A Vacant Exterior 1,307 1,307 100.0% 1,307E251190010 591 West 78th Street Improved Interior/Exterior 50,094 47,088 94.0% 50,094 1 $16,449,055 $2,467,358 $2,370,924 0 0 1F251190030 N/A Vacant Exterior 38,332 34,499 90.0% 38,332TOTALS 176,417 176,417 2 1 1 2100.0%Note 1: One continuous building covers Parcels B, C, and EThe Parcel E line contains the full building information 50.0%50.0%M:\23Proj\230558\300 Design\Reports\Final Report\[230558 West 78th Street TIF Summary Sheet.xlsx]Property InfoPercent of other buildings meeting Subd. 10a. (1) (iii) Requirements 100.0%Total Coverage Percent:Percent of buildings exceeding 15 percent code deficiency threshold: Percent of buildings determined substandard: Chanhassen, MinnesotaWest 78th Street Renewal and Renovation TIF DistrictLHB Project Number 230558.00Page 1 of 1Property Condition Assessment Summary Sheet639 APPENDIX B Building Code and Condition Deficiencies Reports 640 West 78th Street TIF District Page 1 of 3 Building Report LHB Project No. 230558.00 Parcel A – 570 Market St, Chanhassen, MN 55317 West 78th Street Renewal and Renovation TIF District Building Code, Condition Deficiency and Context Analysis Report Parcel A Chanhassen Cinema Address: 570 Market Street, Chanhassen, Minnesota 55317 Parcel ID: 252830010 Inspection Date(s) & Time(s): July 27, 2023 10am Inspection Type: Interior and Exterior Summary of Deficiencies: It is our professional opinion that this building is Substandard because: - Substantial renovation is required to correct Conditions found. - Building Code deficiencies total more than 15% of replacement cost, NOT including energy code deficiencies. Estimated Replacement Cost: $3,792,114 Estimated Cost to Correct Building Code Deficiencies: $964,004 Percentage of Replacement Cost for Building Code Deficiencies: 25.4% DEFECTS IN STRUCTURAL ELEMENTS 1. Exterior masonry walls are failing, allowing for water intrusion which is contrary to code. 2. Steel lintels should be protected from rusting per code. 3. Masonry foundation walls are failing allowing for water intrusion which is contrary to code. COMBINATION OF DEFICIENCIES 1. Essential Utilities and Facilities a. There is no code required accessible parking. b. There is no code compliant accessible route into the building. c. There is no code required accessible route to all levels of the building. 2. Light and Ventilation a. The lighting system does not comply with code. b. The HVAC system does not comply with code. 3. Fire Protection/Adequate Egress a. Natural gas meter should be protected per code. b. Interior stairs do not comply with code. c. Damaged flooring material is creating an impediment to emergency egress which is contrary to code. d. The emergency notification system does not comply with code. e. Flammable material is improperly stored which is contrary to code. f. Exterior stairs are damaged creating an impediment to emergency egress which is contrary to code. 641 West 78th Street TIF District Page 2 of 3 Building Report LHB Project No. 230558.00 Parcel A – 570 Market St, Chanhassen, MN 55317 4. Layout and Condition of Interior Partitions/Materials a. The ceiling tile is damaged or missing and should be replaced. b. Mold is present though out the building. c. Interior walls should be repaired and repainted. 5. Exterior Construction a. Exterior walls should be repainted. b. Hollow metal doors are failing and should be replaced. c. Steel railings are rusting and should be repaired or replaced. d. The roofing material has failed, allowing for water intrusion which is contrary to code. e. Exterior caulking has failed, allowing for water intrusion which is contrary to code. DESCRIPTION OF CODE DEFICIENCIES 1. Exterior masonry wall should be repaired or replaced to prevent water intrusion per code. 2. Steel lintels should be protected from rusting per code. 3. Failing masonry foundation walls should be repaired and or replaced to comply with structural integrity per code. 4. Code required accessible parking should be created. 5. A code required accessible route into the building should be created. 6. A code required accessible route to all levels of the building should be created. 7. A code-compliant lighting system should be installed. 8. A code-compliant HVAC system should be installed. 9. The natural gas meter should be protected, per code. 10. Interior stairs should be modified to comply with code. 11. Damaged flooring material should be replaced to create a code required unimpeded means for emergency egress. 12. The emergency notification system should be replaced to comply with code. 13. Flammable material should be stored in a code approved container. 14. Damaged exterior stairs should be repaired to create a code required unimpeded means for emergency egress. 15. Failed roofing material should be replaced to prevent water intrusion per code. 16. Failed exterior joint caulking should be removed and replaced to prevent water intrusion per code. OVERVIEW OF DEFICIENCIES This building has been vacant for several years and is showing severe signs of exterior structural system failure. The exterior concrete masonry units are failing, allowing for water intrusion which is contrary to code. There is no code required accessible parking. The existing accessible ramp does not meet current code. Steel lintels should be protected from rusting to comply with code. A code required accessible route to all levels of the building should be created. The interior stairs do not comply with code. Interior walls should be repaired and repainted. Damaged or missing ceiling tile should be replaced. There is mold throughout the building. The interior flooring is damaged creating an impediment to emergency egress which is contrary to code. The lighting system does not comply with code. The HVAC system does not comply with code. The natural gas meter should be protected per code. The emergency notification system does not comply with code. The exterior concrete stairs are damaged creating an impediment to emergency egress which is contrary to code. Failed roofing material should be replaced to prevent water intrusion per code. Failed exterior joint caulking should be replaced to prevent water intrusion per code. 642 West 78th Street TIF District Page 3 of 3 Building Report LHB Project No. 230558.00 Parcel A – 570 Market St, Chanhassen, MN 55317 ENERGY CODE DEFICIENCIES In addition to the building code deficiencies listed above, the existing building does not comply with the current energy code. These deficiencies are not included in the estimated costs to correct code deficiencies and are not considered in determining whether or not the building is substandard. M:\23Proj\230558\300 Design\Reports\Building Reports\A - 570 Market St Building Report Redevelopment District.docx 643 West 78th Street TIF District Page 1 of 3 Building Report LHB Project No. 230558.00 Parcel E – 591 W 78th St, Chanhassen, MN 55317 West 78th Street Renewal and Renovation TIF District Building Code, Condition Deficiency and Context Analysis Report Parcel E Country Inn and Suites Address: 591 West 78th Street, Chanhassen, Minnesota 55317 Parcel ID: 251190010 Inspection Date(s) & Time(s): July 27, 2023 9am Inspection Type: Interior and Exterior Summary of Deficiencies: It is our professional opinion that this building IS NOT Substandard because: - Substantial renovation IS NOT required to correct Conditions found. - Building Code deficiencies DO NOT total more than 15% of replacement cost, NOT including energy code deficiencies. Estimated Replacement Cost: $16,449,055 Estimated Cost to Correct Building Code Deficiencies: $2,370,924 Percentage of Replacement Cost for Building Code Deficiencies: 14.4% DEFECTS IN STRUCTURAL ELEMENTS 1. Steel lintels should be protected from rusting per code. COMBINATION OF DEFICIENCIES 1. Essential Utilities and Facilities a. No deficiencies observed. 2. Light and Ventilation a. The lighting system does not comply with code. b. The HVAC system does not comply with code. 3. Fire Protection/Adequate Egress a. Floor tile is damaged creating an impediment to emergency egress which is contrary to code. b. Thresholds do not comply with code for maximum height. c. Smoke gaskets on fire rated doors are damaged and will not comply with code. d. Personal hand railings on the exterior are not properly secured and should be repaired. e. Stairs do not comply with code. f. Electrical panels do not have the code required 36-inch clear space. g. The entrance canopy does not have a code required sprinkler system. h. Exterior sidewalks are damaged creating an impediment to emergency egress which is contrary to code. 644 West 78th Street TIF District Page 2 of 3 Building Report LHB Project No. 230558.00 Parcel E – 591 W 78th St, Chanhassen, MN 55317 i. Exterior stairs are damaged creating an impediment to emergency egress which is contrary to code. j. Staff reports that the building sprinkler system is failing, allowing for water intrusion which is contrary to code. k. Staff reports that the building emergency notification system is failing, which requires replacement per code. l. Staff reports that the smoke detectors are failing and should be replaced per code. 4. Layout and Condition of Interior Partitions/Materials a. The ceiling tile is damaged or missing and should be replaced. b. Interior walls should be repaired and repainted. c. The carpet is stained and should be cleaned and or replaced. d. Mold is present within the building. e. Ceramic wall tiles are damaged and should be replaced. f. Ceilings are stained from water damage and should be repaired and repainted. 5. Exterior Construction a. Areas of the exterior walls are compromised, allowing for water intrusion which is contrary to code. b. Exterior control joint caulking is failing, allowing for water intrusion which is contrary to code. c. Exterior wood surfaces should be repainted. d. Staff reports that windows are failing, allowing for water intrusion which is contrary to code. e. Staff reports that the roofing material is failing, allowing for water intrusion which is contrary to code. DESCRIPTION OF CODE DEFICIENCIES 1. Steel lintels should be protected from rusting per code. 2. The lighting system does not comply with code. 3. The HVAC system does not comply with code. 4. Damaged floor tile should be repaired/replaced to create an unimpeded means for emergency egress per code. 5. Thresholds should be modified to comply with code. 6. Smoke gaskets on fire rated doors do not comply with code. 7. Loose hand railings should be properly secured per code. 8. The stairs should be modified to comply with code. 9. A code required 36-inch clear space in front of all electrical panels should be maintained. 10. The entrance canopy does not have a code required sprinkler system. 11. Exterior sidewalks should be repaired to create a code required unimpeded means for emergency egress. 12. Repair existing sprinkler system to comply with code. 13. Install a code compliant emergency notification system. 14. Install code compliant smoke detectors. 15. Repair exterior walls to prevent water intrusion per code. 16. Remove and replace failed exterior caulking to prevent water intrusion per code. 17. Replace existing windows that are failing to prevent water intrusion per code. 18. Replace failing roofing system to prevent water intrusion per code. 645 West 78th Street TIF District Page 3 of 3 Building Report LHB Project No. 230558.00 Parcel E – 591 W 78th St, Chanhassen, MN 55317 OVERVIEW OF DEFICIENCIES This building is currently being operated as a hotel. Steel lintels should be protected from rusting per code. The lighting and HVAC systems do not comply with code. Sidewalks, exterior stairs, and interior floor tile are damaged creating an impediment to emergency egress which is contrary to code. Thresholds should be modified to comply with code. Damaged smoke gaskets on fire rated doors should be repaired to comply with code. Loose hand railing should be properly secured per code. Items in corridors that are obstructing emergency egress should be removed per code. Interior stairs should be modified to comply with code. The entrance canopy should have a code required sprinkler system installed. The building sprinkler system should be repaired to comply with code. A code compliant emergency notification system and smoke detectors should be installed. Repair exterior walls to prevent water intrusion per code. Replace failing window system to prevent water intrusion per code. The failing roofing system should be replaced to prevent water intrusion per code. ENERGY CODE DEFICIENCIES In addition to the building code deficiencies listed above, the existing building does not comply with the current energy code. These deficiencies are not included in the estimated costs to correct code deficiencies and are not considered in determining whether the building is substandard. M:\23Proj\230558\300 Design\Reports\Building Reports\E - 591 W 78th St Building Report Redevelopment District.docx 646 APPENDIX C Property Condition Assessments Building Replacement Cost Reports Code Deficiency Cost Reports Photographs 647 Replacement Cost Report Square Foot Cost Estimate Report Date:8/24/2023 Estimate Name:570 Market Street Building Type:Movie Theater with Concrete Block / Steel Joists Location:CHANHASSEN, MN Story Count:1 Story Height (L.F.):20.00 Floor Area (S.F.):22400 Labor Type:OPN Basement Included:No Data Release:Year 2023 Quarter 3 Cost Per Square Foot:$169.29 Building Cost:$3,792,114.90 Quantity % of Total Cost Per S.F. Cost A Substructure 8.26% $12.15 $272,208.46 A1010 Standard Foundations $4.63 $103,717.00    A10101051560 Foundation wall, CIP, 4' wall height, direct chute, .148 CY/LF, 7.2 PLF,  12" thick                                                       650 $2.93 $65,615.23    A10101102700 Strip footing, concrete, reinforced, load 11.1 KLF, soil bearing capacity  6 KSF, 12" deep x 24" wide 650 $1.62 $36,269.68    A10102107200 Spread footings, 3000 PSI concrete, load 50K, soil bearing capacity 6  KSF, 3' ‐ 0" square x 12" deep 7.47 $0.08 $1,832.09 A1030 Slab on Grade $7.13 $159,768.90    A10301202240 Slab on grade, 4" thick, non industrial, reinforced 22400 $7.13 $159,768.90 A2010 Basement Excavation $0.39 $8,722.56    A20101104560 Excavate and fill, 10,000 SF, 4' deep, sand, gravel, or common earth,  on site storage 22400 $0.39 $8,722.56 B Shell 27.42% $40.37 $904,200.80 B1010 Floor Construction $1.41 $31,600.53    B10102461250 Floor, concrete, slab form, open web bar joist @ 2' OC, on bearing  wall, 25' span, 22.5" deep, 100 PSF superimposed load, 145 PSF total  load 2250 $1.41 $31,600.53 B1020 Roof Construction $13.06 $292,524.29    B10201206500 Roof, steel joists, joist girder, 1.5" 22 ga metal deck, on  columns/bearing wall, 60'x50' bay, 40 PSF superimposed load, 71"  deep, 65 PSF total load 22400 $12.36 $276,950.02    B10201206550 Roof, steel joists, joist girder, 1.5" 22 ga metal deck, on  columns/bearing wall, 60'x50' bay, 40 PSF superimposed load, 71"  deep, 65 PSF total load, add for column 22400 $0.70 $15,574.27 B2010 Exterior Walls $7.13 $159,736.20    B20101116280 Concrete block (CMU) wall, regular weight, 75% solid, 8 x 8 x 16, 4500  PSI, reinforced, vertical #5@32", grouted 10400 $7.13 $159,736.20 B2020 Exterior Windows $8.31 $186,139.98    B20202101250 Aluminum flush tube frame, for 1/4"glass, 1‐3/4"x4", 5'x20' opening,  three intermediate horizontals                                  2600 $3.31 $74,149.92    B20202201400 Glazing panel, insulating, 1" thick units, 2 lites, 1/4" float glass, clear     2600 $5.00 $111,990.06 B2030 Exterior Doors $2.20 $49,237.16    B20301106950 Door, aluminum & glass, with transom, narrow stile, double door,  hardware, 6'‐0" x 10'‐0" opening 1.87 $0.75 $16,703.82    B20302203450 Door, steel 18 gauge, hollow metal, 1 door with frame, no label, 3'‐0"  x 7'‐0" opening 9.33 $1.45 $32,533.34 B3010 Roof Coverings $8.26 $184,962.64    B30101051400 Roofing, asphalt flood coat, gravel, base sheet, 3 plies 15# asphalt felt,  mopped 22400 $4.04 $90,497.34    B30103203090 Insulation, rigid, roof deck, composite with 2" EPS, 1" perlite 22400 $2.72 $60,943.90    B30104201400 Roof edges, aluminum, duranodic, .050" thick, 6" face 650 $1.16 $25,976.18    B30106305100 Gravel stop, aluminum, extruded, 4", mill finish, .050" thick 650 $0.34 $7,545.22 West 78th Street Renewal and Renovation TIF District Costs are derived from a building model with basic components. Scope differences and market conditions can cause costs to vary significantly. West 78th Street TIF District LHB Project No. 230558.00 Page 1 of 3 Replacement Cost Report Parcel A - 570 Market St, Chanhassen, MN 55317 648 C Interiors                                                                   19.33% $28.45 $637,264.72 C1010 Partitions                                                                  $4.23 $94,785.78    C10101045500 Concrete block (CMU) partition, light weight, hollow, 6" thick, no  finish                                                                                                                      8960 $4.23 $94,785.78 C1020 Interior Doors                                                              $1.57 $35,214.61    C10201022600 Door, single leaf, kd steel frame, hollow metal, commercial quality,  flush, 3'‐0" x 7'‐0" x 1‐3/8"                                                                                31.77 $1.57 $35,214.61 C1030 Fittings                                                                    $0.52 $11,586.22    C10301100460 Toilet partitions, cubicles, ceiling hung, stainless steel                               4 $0.45 $10,041.60    C10305100130 Directory boards, outdoor, 36" x 36"                                                             1 $0.07 $1,544.62 C2010 Stair Construction                                                          $3.04 $67,992.96    C20101100760 Stairs, steel, pan tread for conc in‐fill, picket rail,20 risers w/ landing    3.73 $3.04 $67,992.96 C3010 Wall Finishes                                                               $3.47 $77,820.26    C30102202000 2 coats paint on masonry with block filler 10400 $1.78 $39,929.14    C30102300320 Painting, masonry or concrete, latex, brushwork, primer & 2 coats        17920 $1.69 $37,891.12 C3020 Floor Finishes                                                              $6.76 $151,341.98    C30204100160 Carpet, tufted, nylon, roll goods, 12' wide, 36 oz                                        21280 $5.17 $115,731.07    C30204100220 Carpet, padding, add to above, 2.7 density                                                  21280 $1.12 $25,003.36    C30204101720 Tile, ceramic natural clay                                                                                  1120 $0.47 $10,607.55 C3030 Ceiling Finishes                                                            $8.86 $198,522.91    C30302107400 Acoustic ceilings, 3/4"mineral fiber, 12" x 12" tile, concealed 2" bar &  channel grid, suspended support                                                                     22400 $8.86 $198,522.91 D Services                                                                    34.67% $51.03 $1,143,116.52 D1010 Elevators and Lifts                                                         $3.80 $85,088.40    D10101102200 Hydraulic, passenger elevator, 3000 lb, 2 floors, 100 FPM                        1 $3.80 $85,088.40 D2010 Plumbing Fixtures                                                           $14.23 $318,717.14    D20101102080 Water closet, vitreous china, bowl only with flush valve, wall hung        50.77 $9.21 $206,203.20    D20102102000 Urinal, vitreous china, wall hung                                                                     9.52 $0.73 $16,358.64    D20103101600 Lavatory w/trim, vanity top, PE on CI, 19" x 16" oval                                  19.04 $1.50 $33,523.54    D20104404300 Service sink w/trim, PE on CI,wall hung w/rim guard, 22" x 18"               3.17 $0.93 $20,940.59    D20108201880 Water cooler, electric, wall hung, dual height, 14.3 GPH                           9.52 $1.86 $41,691.17 D2020 Domestic Water Distribution                                                 $0.39 $8,705.74    D20202202260 Gas fired water heater, residential, 100< F rise, 30 gal tank, 32 GPH      1.7 $0.39 $8,705.74 D2040 Rain Water Drainage                                                         $0.86 $19,213.44    D20402102120 Roof drain, DWV PVC, 5" diam, 10' high                                                        3.4 $0.48 $10,797.89    D20402102160 Roof drain, DWV PVC, 5" diam, for each additional foot add                    128 $0.38 $8,415.55 D3050 Terminal & Package Units                                                    $12.35 $276,713.92    D30501504440 Rooftop, single zone, air conditioner, schools and colleges, 10,000 SF,  38.33 ton                                                                                                              22400 $12.35 $276,713.92 D4010 Sprinklers                                                                  $5.78 $129,527.46    D40104100620 Wet pipe sprinkler systems, steel, light hazard, 1 floor, 10,000 SF          22400 $4.76 $106,541.79    D40104100700 Wet pipe sprinkler systems, steel, light hazard, each additional floor,  2000 SF                                                                                                                 4480 $1.03 $22,985.67 D4020 Standpipes                                                                  $1.47 $32,951.80    D40203101540 Wet standpipe risers, class III, steel, black, sch 40, 4" diam pipe, 1  floor                                                                                                                       1.87 $1.19 $26,671.40    D40203101560 Wet standpipe risers, class III, steel, black, sch 40, 4" diam pipe,  additional floors                                                                                                  1.87 $0.28 $6,280.40 D5010 Electrical Service/Distribution                                             $1.16 $25,993.87    D50101200320 Overhead service installation, includes breakers, metering, 20' conduit & wire, 3 phase, 4 wire, 120/208 V, 400 A                                                     1 $0.33 $7,303.53    D50102300320 Feeder installation 600 V, including RGS conduit and XHHW wire, 400  A                                                                                                                             100 $0.56 $12,525.40    D50102400200 Switchgear installation, incl switchboard, panels & circuit breaker,  120/208 V, 3 phase, 400 A                                                                                0.5 $0.28 $6,164.94 D5020 Lighting and Branch Wiring                                                  $8.70 $194,855.37    D50201100200 Receptacles incl plate, box, conduit, wire, 2.5 per 1000 SF, .3 watts  per SF                                                                                                                    22400 $2.29 $51,381.12    D50201350200 Miscellaneous power, to .5 watts                                                                   22400 $0.18 $4,110.40    D50201400240 Central air conditioning power, 3 watts                                                        22400 $0.78 $17,412.42    D50202100500 Fluorescent fixtures recess mounted in ceiling, 0.8  watt per SF, 20 FC,  5 fixtures @32 watt per 1000 SF                                                                      22400 $3.87 $86,720.26    D50202901000 Daylight dimming control system, 10 fixtures per 1000 SF                        11200 $1.57 $35,231.17 West 78th Street TIF District LHB Project No. 230558.00 Page 2 of 3 Replacement Cost Report Parcel A - 570 Market St, Chanhassen, MN 55317 649 D5030 Communications and Security                                                 $2.12 $47,558.54    D50309100220 Communication and alarm systems, includes outlets, boxes, conduit  and wire, sound systems, 12 outlets                                                               0.28 $0.33 $7,299.94    D50309100452 Communication and alarm systems, fire detection, addressable, 25  detectors, includes outlets, boxes, conduit and wire                                   1.12 $1.19 $26,752.10    D50309100462 Fire alarm command center, addressable with voice, excl. wire &  conduit                                                                                                                  1 $0.60 $13,506.50 D5090 Other Electrical Systems                                                    $0.17 $3,790.84    D50902100200 Generator sets, w/battery, charger, muffler and transfer switch,  gas/gasoline operated, 3 phase, 4 wire, 277/480 V, 7.5 kW                       2.63 $0.17 $3,790.84 E Equipment & Furnishings                                                     10.33% $15.21 $340,700.72 E1020 Institutional Equipment                                                     $4.26 $95,405.60    E10203100210 Architectural equipment, movie equipment film transport, including  platters & autownd, econ                                                                                  1 $0.34 $7,512.00    E10203100220 Architectural equipment, movie equipment lamphouses, including  rectifiers, xenon, 1000W                                                                                   1 $0.46 $10,386.56    E10203100240 Architectural equipment, movie equipment, projector mechanisms,  35 mm, economy                                                                                                1 $0.66 $14,880.00    E10203200090 Architectural equipment, movie equipment projection screens, rigid in wall, acrylic, 1/4" thick                                                                                       1600 $2.80 $62,627.04 E1090 Other Equipment                                                             $0.00 $0.00 E2010 Fixed Furnishings                                                           $10.95 $245,295.12    E20105100110 Architectural equipment, movie equipment seating, painted steel,  upholstered, economy                                                                                       560 $10.95 $245,295.12 F Special Construction                                                        0.00% $0.00 $0.00 G Building Sitework                                                           0.00% $0.00 $0.00 100% $147.21 $3,297,491.22 15.0% $22.08 $494,623.68 0.0% $0.00 $0.00 0.0% $0.00 $0.00 Total Building Cost $169.29 $3,792,114.90 Contractor Fees (General Conditions,Overhead,Profit) Architectural Fees SubTotal User Fees West 78th Street TIF District LHB Project No. 230558.00 Page 3 of 3 Replacement Cost Report Parcel A - 570 Market St, Chanhassen, MN 55317 650 Code Deficiency Cost Report Parcel A - 570 Market Street, Chanhassen, Minnesota 55317 Building Name or Type Parcel ID 252830010 Chanhassen Cinema Code Related Cost Items Unit Cost Units Unit Quantity Total Accessibility Items Parking Create code required accessible parking 500.00$ Lump 1 500.00$ Accessible Route Install a code approved accessible route into the building 1.00$ Lump 50,000 50,000.00$ Install a code approved accessible route to all levels of the building 3.80$ SF 22,400 85,120.00$ Structural Elements Exterior Masonry Walls Repair failing masonry walls to prevent water intrusion per code 5.00$ SF 22,400 112,000.00$ Steel Lintels Protect steel lintels from rusting per code 500.00$ Lump 1 500.00$ Masonry Foundation Repair failing masonry foundation to prevent water intrusion per code 1.62$ SF 22,400 36,288.00$ Exiting Stairs Modify interior stairs to comply with code 2.00$ SF 22,400 44,800.00$ Repair damaged exterior stairs to create a code compliant means for emergency egress 2,500.00$ Lump 1 2,500.00$ Flooring Material Repair/replace damaged flooring material to create a code required unimpeded means for emergency egress 6.29$ SF 10,000 62,900.00$ Emergency Notification System Install a code compliant emergency notification system 0.60$ SF 22,400 13,440.00$ Fire Protection Natural Gas Meter Protect natural gas meter per code 1,500.00$ Lump 1 1,500.00$ Flammable Material Store flammable material per code 500.00$ Lump 1 500.00$ Exterior Construction Caulking Remove and replace failed caulking to prevent water intrusion per code 0.25$ SF 22,400 5,600.00$ Roof Construction West 78th Street Renewal and Renovation TIF District West 78th Street TIF District LHB Project No. 230558.00 Page 1 of 2 Code Deficiency Cost Report Parcel A - 570 Market St, Chanhassen, MN 55317 651 Code Related Cost Items Unit Cost Units Unit Quantity Total Roofing Material Replace failed roofing material to prevent water intrusion per code 8.26$ SF 22,400 185,024.00$ Mechanical - Electrical Mechancial Install a code compliant HVAC system 12.35$ SF 22,400 276,640.00$ Electrical Install a code compliant lighting system 3.87$ SF 22,400 86,688.00$ Total Code Improvements 964,000$ West 78th Street TIF District LHB Project No. 230558.00 Page 2 of 2 Code Deficiency Cost Report Parcel A - 570 Market St, Chanhassen, MN 55317 652 IMG_9404.JPG IMG_9407.JPG IMG_9410.JPG IMG_9405.JPG IMG_9408.JPG IMG_9411.JPG IMG_9406.JPG IMG_9409.JPG IMG_9412.JPG West 78th Street Renewal and Renovation TIF District | Parcel A 653 IMG_9413.JPG IMG_9416.JPG IMG_9419.JPG IMG_9414.JPG IMG_9417.JPG IMG_9420.JPG IMG_9415.JPG IMG_9418.JPG IMG_9421.JPG West 78th Street Renewal and Renovation TIF District | Parcel A 654 IMG_9422.JPG IMG_9425.JPG IMG_9428.JPG IMG_9423.JPG IMG_9426.JPG IMG_9429.JPG IMG_9424.JPG IMG_9427.JPG IMG_9430.JPG West 78th Street Renewal and Renovation TIF District | Parcel A 655 IMG_9431.JPG IMG_9434.JPG IMG_9437.JPG IMG_9432.JPG IMG_9435.JPG IMG_9438.JPG IMG_9433.JPG IMG_9436.JPG IMG_9439.JPG West 78th Street Renewal and Renovation TIF District | Parcel A 656 IMG_9440.JPG IMG_9443.JPG IMG_9446.JPG IMG_9441.JPG IMG_9444.JPG IMG_9447.JPG IMG_9442.JPG IMG_9445.JPG IMG_9448.JPG West 78th Street Renewal and Renovation TIF District | Parcel A 657 IMG_9449.JPG IMG_9452.JPG IMG_9455.JPG IMG_9450.JPG IMG_9453.JPG IMG_9456.JPG IMG_9451.JPG IMG_9454.JPG IMG_9457.JPG West 78th Street Renewal and Renovation TIF District | Parcel A 658 IMG_9458.JPG IMG_9461.JPG IMG_9464.JPG IMG_9459.JPG IMG_9462.JPG IMG_9465.JPG IMG_9460.JPG IMG_9463.JPG IMG_9466.JPG West 78th Street Renewal and Renovation TIF District | Parcel A 659 IMG_9467.JPG IMG_9470.JPG IMG_9473.JPG IMG_9468.JPG IMG_9471.JPG IMG_9474.JPG IMG_9469.JPG IMG_9472.JPG IMG_9475.JPG West 78th Street Renewal and Renovation TIF District | Parcel A 660 IMG_9476.JPG IMG_9547.JPG IMG_9550.JPG IMG_9477.JPG IMG_9548.JPG IMG_9551.JPG IMG_9478.JPG IMG_9549.JPG IMG_9552.JPG West 78th Street Renewal and Renovation TIF District | Parcel A 661 IMG_9553.JPG IMG_9556.JPG IMG_9559.JPG IMG_9554.JPG IMG_9557.JPG IMG_9560.JPG IMG_9555.JPG IMG_9558.JPG IMG_9561.JPG West 78th Street Renewal and Renovation TIF District | Parcel A 662 IMG_9562.JPG IMG_9565.JPG IMG_9568.JPG IMG_9563.JPG IMG_9566.JPG IMG_9569.JPG IMG_9564.JPG IMG_9567.JPG IMG_9570.JPG West 78th Street Renewal and Renovation TIF District | Parcel A 663 IMG_9571.JPG IMG_9574.JPG IMG_9577.JPG IMG_9572.JPG IMG_9575.JPG IMG_9573.JPG IMG_9576.JPG West 78th Street Renewal and Renovation TIF District | Parcel A 664 Square Foot Cost Estimate Report Date:8/24/2023 Estimate Name:591 West 78th Street Building Type:Motel, 2‐3 Story with Brick Veneer / Wood Frame Location:CHANHASSEN, MN Story Count:3 Story Height (L.F.):9.00 Floor Area (S.F.):84267 Labor Type:OPN Basement Included:No Data Release:Year 2023 Quarter 3 Cost Per Square Foot:$195.20 Building Cost:$16,449,055.28 Quantity % of Total Cost Per S.F. Cost A Substructure 3.15% $5.34 $450,258.01 A1010 Standard Foundations $2.84 $238,974.23    A10101051560 Foundation wall, CIP, 4' wall height, direct chute, .148 CY/LF, 7.2 PLF,  12" thick                                                       1400 $1.68 $141,325.10    A10101102700 Strip footing, concrete, reinforced, load 11.1 KLF, soil bearing capacity  6 KSF, 12" deep x 24" wide 1750 $1.16 $97,649.13 A1030 Slab on Grade $2.38 $200,345.92    A10301202240 Slab on grade, 4" thick, non industrial, reinforced 28089 $2.38 $200,345.92 A2010 Basement Excavation $0.13 $10,937.86    A20101104560 Excavate and fill, 10,000 SF, 4' deep, sand, gravel, or common earth,  on site storage 28089 $0.13 $10,937.86 B Shell 25.06% $42.54 $3,584,918.37 B1010 Floor Construction $4.78 $402,614.24    B10102613750 Floor, wood joist, 2 x 12 @16" O.C., 1/2" CDX subfloor 56178 $4.78 $402,614.24 B1020 Roof Construction $3.87 $325,863.86    B10201027200 Wood roof, truss, 4/12 slope, 24" O.C., 44' to 60' span 28089 $3.87 $325,863.86 B2010 Exterior Walls $12.43 $1,047,147.22    B20101291400 Brick veneer wall, standard face, 2x6 studs @ 16" back‐up, running  bond 32130 $12.43 $1,047,147.22 B2020 Exterior Windows $7.36 $620,218.62    B20201066850 Windows, aluminum, sliding, insulated glass, 5' x 3'378 $7.36 $620,218.62 B2030 Exterior Doors $11.92 $1,004,408.35    B20301106950 Door, aluminum & glass, with transom, narrow stile, double door,  hardware, 6'‐0" x 10'‐0" opening 3.44 $0.37 $30,778.01    B20301107300 Door, aluminum & glass, with transom, bronze finish, hardware, 3'‐0"  x 10'‐0" opening 13.76 $0.74 $62,465.58    B20302203450 Door, steel 18 gauge, hollow metal, 1 door with frame, no label, 3'‐0"  x 7'‐0" opening 261.4 $10.81 $911,164.76 B3010 Roof Coverings $2.19 $184,666.08    B30101401100 Asphalt roofing, strip shingles, inorganic, Class A, 4" slope, 210‐235  lbs/SQ 29493.45 $0.91 $77,026.57    B30103203090 Insulation, rigid, roof deck, composite with 2" EPS, 1" perlite 29493.45 $0.95 $80,243.12    B30104300040 Flashing, aluminum, no backing sides, .019"     1400 $0.20 $17,252.37    B30106100050 Gutters, box, aluminum, .027" thick, 5", enameled finish 700 $0.09 $7,262.56    B30106200100 Downspout, aluminum, rectangular, 2" x 3", embossed mill finish,  .020" thick 464.33 $0.03 $2,881.46 C Interiors 31.86% $54.09 $4,557,592.81 C1010 Partitions $22.41 $1,888,513.85    C10101045020 Concrete block (CMU) partition, light weight, hollow, 4" thick, gyp  plaster, 2 sides                                                 96305.14 $20.11 $1,694,682.56    C10107101001 1/2" fire rated gypsum board, taped & finished, painted on metal  furring 32130 $2.30 $193,831.29 C1020 Interior Doors $11.33 $954,984.67    C10201022510 Door, single leaf, wood frame, 3'‐0" x 7'‐0" x 1‐3/8", birch, hollow core 1203.81 $11.33 $954,984.67 West 78th Street Renewal and Renovation TIF District Replacement Cost Report Costs are derived from a building model with basic components. Scope differences and market conditions can cause costs to vary significantly. West 78th Street TIF District LHB Project No. 230558.00 Page 1 of 3 Replacement Cost Report Parcel E - 591 W 78th St, Chanhassen, MN 55317 665 C2010 Stair Construction                                                          $3.73 $314,304.90    C20101100740 Stairs, steel, pan tread for conc in‐fill, picket rail,16 risers w/ landing    20.64 $3.73 $314,304.90 C3010 Wall Finishes                                                               $4.00 $337,482.89    C30102300140 Painting, interior on plaster and drywall, walls & ceilings, roller work,  primer & 2 coats                                                                                                 173349.26 $1.99 $167,481.39    C30102301940 Ceramic tile, thin set, 4‐1/4" x 4‐1/4"                                                            19261.03 $2.02 $170,001.50 C3020 Floor Finishes                                                              $7.04 $593,416.26    C30204100160 Carpet, tufted, nylon, roll goods, 12' wide, 36 oz                                        71626.95 $4.62 $389,542.45    C30204100220 Carpet, padding, add to above, 2.7 density                                                  71626.95 $1.00 $84,159.52    C30204101720 Tile, ceramic natural clay                                                                                  12640.05 $1.42 $119,714.29 C3030 Ceiling Finishes                                                            $5.56 $468,890.24    C30301104800 Gypsum board ceilings, 1/2" fire rated gypsum board, painted and  textured finish,1" x 3" wood, 16" OC furring, wood support                      84267 $5.56 $468,890.24 D Services                                                                    38.68% $65.65 $5,531,937.93 D1010 Elevators and Lifts                                                         $5.17 $435,816.54    D10101109150 Hydraulic passenger elevator, 4000 lb., 3 floor, 9' story height, 125  FPM 3.44 $5.17 $435,816.54 D2010 Plumbing Fixtures                                                           $33.11 $2,790,382.20    D20101101880 Water closet, vitreous china, tank type, wall hung, close coupled 2  piece                                                                                                                      298.03 $11.05 $931,395.98    D20102102000 Urinal, vitreous china, wall hung                                                                     3.13 $0.06 $5,378.28    D20103101560 Lavatory w/trim, vanity top, PE on CI, 20" x 18"                                          298.03 $7.22 $608,771.03    D20104101800 Kitchen sink w/trim, countertop, PE on CI, 32" x 21" double bowl          6.24 $0.16 $13,470.83    D20104404300 Service sink w/trim, PE on CI,wall hung w/rim guard, 22" x 18"               8.51 $0.67 $56,174.58    D20105102080 Bathtub, recessed, PE on CI, mat bottom, 5' long                                        295.11 $13.70 $1,154,604.08    D20107101840 Shower, stall, fiberglass 1 piece, three walls, 36" square                           3.13 $0.08 $6,880.50    D20108201880 Water cooler, electric, wall hung, dual height, 14.3 GPH                           3.13 $0.16 $13,706.92 D2020 Domestic Water Distribution                                                 $0.71 $59,849.08    D20202502140 Gas fired water heater, commercial, 100< F rise, 300 MBH input, 278  GPH                                                                                                                        3.63 $0.71 $59,849.08 D3050 Terminal & Package Units                                                    $8.84 $745,171.58    D30502700220 3/4 ton, thru wall, heating. & cooling units 180.57 $8.84 $745,171.58 D4010 Sprinklers                                                                  $4.09 $344,737.73    D40104100620 Wet pipe sprinkler systems, steel, light hazard, 1 floor, 10,000 SF          28650.78 $1.62 $136,272.56    D40104100740 Wet pipe sprinkler systems, steel, light hazard, each additional floor,  10,000 SF                                                                                                              55616.22 $2.47 $208,465.17 D4020 Standpipes                                                                  $0.42 $34,986.89    D40203101540 Wet standpipe risers, class III, steel, black, sch 40, 4" diam pipe, 1  floor                                                                                                                       1.72 $0.29 $24,572.00    D40203101560 Wet standpipe risers, class III, steel, black, sch 40, 4" diam pipe,  additional floors                                                                                                  3.1 $0.12 $10,414.89 D5010 Electrical Service/Distribution                                             $1.26 $106,297.94    D50101200400 Overhead service installation, includes breakers, metering, 20' conduit & wire, 3 phase, 4 wire, 120/208 V, 800 A                                                     1.25 $0.29 $24,291.38    D50102300400 Feeder installation 600 V, including RGS conduit and XHHW wire, 800  A                                                                                                                             200 $0.71 $59,604.60    D50102400280 Switchgear installation, incl switchboard, panels & circuit breaker,  120/208 V, 3 phase, 800 A                                                                                1.2 $0.27 $22,401.96 D5020 Lighting and Branch Wiring                                                  $9.78 $823,984.42    D50201100560 Receptacles incl plate, box, conduit, wire, 10 per 1000 SF, 1.2 W per  SF, with transformer                                                                                           84267 $4.60 $387,550.67    D50201300360 Wall switches, 5.0 per 1000 SF                                                                        84267 $1.51 $127,576.03    D50201350200 Miscellaneous power, to .5 watts                                                                   84267 $0.18 $15,463.00    D50201452080 Motor installation, three phase, 460 V, 15 HP motor size                         2 $0.07 $5,796.50    D50202100200 Fluorescent fixtures recess mounted in ceiling, 1 watt per SF, 20 FC, 5  fixtures @40 watts per 1000 SF                                                                       84267 $3.41 $287,598.22 D5030 Communications and Security                                                 $2.14 $180,209.44    D50309100456 Communication and alarm systems, fire detection, addressable, 100  detectors, includes outlets, boxes, conduit and wire                                   1.81 $1.86 $156,981.84    D50309100462 Fire alarm command center, addressable with voice, excl. wire &  conduit                                                                                                                  1.72 $0.28 $23,227.60 D5090 Other Electrical Systems                                                    $0.12 $10,502.11    D50902100200 Generator sets, w/battery, charger, muffler and transfer switch,  gas/gasoline operated, 3 phase, 4 wire, 277/480 V, 7.5 kW                       7.29 $0.12 $10,502.11 West 78th Street TIF District LHB Project No. 230558.00 Page 2 of 3 Replacement Cost Report Parcel E - 591 W 78 th St, Chanhassen, MN 55317 666 E Equipment & Furnishings                                                     0.16% $0.28 $23,527.21 E1010 Commercial Equipment                                                        $0.28 $23,527.21    E10106100110 Architectural equipment, laundry equipment dryers, gas fired, com,  30 lb capacity, single                                                                                          3.44 $0.09 $7,264.78    E10106100170 Architectural equipment, laundry equipment, washers, commercial,  coin operated, deluxe                                                                                        3.44 $0.19 $16,262.43 E1090 Other Equipment                                                             $0.00 $0.00 F Special Construction                                                        0.00% $0.00 $0.00 G Building Sitework                                                           1.09% $1.84 $155,292.00 G2040 Site Development                                                            $1.84 $155,292.00    G20409204600 Swimming pool, motel class, concrete sides, tile finish, 28' x 60'             1 $1.84 $155,292.00 100% $169.74 $14,303,526.33 15.0% $25.46 $2,145,528.95 0.0% $0.00 $0.00 0.0% $0.00 $0.00 Total Building Cost $195.20 $16,449,055.28 Contractor Fees (General Conditions,Overhead,Profit) Architectural Fees SubTotal User Fees West 78th Street TIF District LHB Project No. 230558.00 Page 3 of 3 Replacement Cost Report Parcel E - 591 W 78 th St, Chanhassen, MN 55317 667 Code Deficiency Cost Report Parcel E - 591 West 78th Street, Chanhassen, Minnesota 55317 Building Name or Type Parcel ID 251190010 Country Inn and Suites Code Related Cost Items Unit Cost Units Unit Quantity Total Accessibility Items *No Deficiencies Observed*-$ Structural Elements Steel Lintels Protect steel lintels from rusting per code 1,000.00$ Lump 1 1,000.00$ Exiting Concrete Sidewalks Repair damaged concrete sidewalks to create an unimpeded means for emergency egress per code 3,500.00$ Lump 1 3,500.00$ Concrete Stairs Repair damaged concrete stairs to create an unimpeded means for emergency egress per code 1,500.00$ Lump 1 1,500.00$ Floor Tile Repair damaged floor tile to create an unimpeded means for emergency egress 1,000.00$ Lump 1 1,000.00$ Handrails Repair loose handrails to create an unimpeded means for emergency egress 500.00$ Lump 1 500.00$ Interior Stairs Modify stairs to comply with code 0.73$ SF 84,267 61,514.91$ Emergency Notification System Install a code compliant emergency notification system 0.28$ SF 84,267 23,594.76$ Fire Protection Circuit Breaker Boxes Maintain a code required 36-inch clear space in front of electrical circuit boxes 250.00$ Lump 1 250.00$ Entrance Canopy Install a code required sprinkler in entrance canopy 4.09$ SF 1,400 5,726.00$ Building Sprinkler System Repair existing sprinkler system to comply with code 2.25$ SF 84,267 189,600.75$ Smoke Detectors Install code compliant smoke detectors 1.86$ SF 84,267 156,736.62$ Fire Doors Replace damaged smoke gaskets on fire rated doors 500.00$ Lump 1 500.00$ West 78th Street Renewal and Renovation TIF District West 78th Street TIF District LHB Project No. 230558.00 Page 1 of 2 Code Deficiency Cost Report Parcel E - 591 W 78th St, Chanhassen, MN 55317 668 Code Related Cost Items Unit Cost Units Unit Quantity Total Exterior Construction Exterior Walls Repair failing exterior walls to prevent water intrusion per code 1.00$ SF 84,267 84,267.00$ Exterior Caulking Replace failed caulking to prevent water intrusion per code 0.05$ SF 84,267 4,213.35$ Windows Replaced failed windows to prevent water intrusion per code 7.36$ SF 84,267 620,205.12$ Roof Construction Roofing Material Replace failed roofing material to prevent water intrusion per code 2.19$ SF 84,267 184,544.73$ Mechanical - Electrical Mechanical Install a code compliant HVAC system 8.84$ SF 84,267 744,920.28$ Electrical Install a code compliant lighting system 3.41$ SF 84,267 287,350.47$ Total Code Improvements 2,370,924$ West 78th Street TIF District LHB Project No. 230558.00 Page 2 of 2 Code Deficiency Cost Report Parcel E - 591 W 78th St, Chanhassen, MN 55317 669 IMG_9390.JPG IMG_9393.JPG IMG_9396.JPG IMG_9391.JPG IMG_9394.JPG IMG_9397.JPG IMG_9392.JPG IMG_9395.JPG IMG_9398.JPG West 78th Street Renewal and Renovation TIF District | Parcel E 670 IMG_9399.JPG IMG_9402.JPG IMG_9480.JPG IMG_9400.JPG IMG_9403.JPG IMG_9481.JPG IMG_9401.JPG IMG_9479.JPG IMG_9482.JPG West 78th Street Renewal and Renovation TIF District | Parcel E 671 IMG_9483.JPG IMG_9486.JPG IMG_9489.JPG IMG_9484.JPG IMG_9487.JPG IMG_9490.JPG IMG_9485.JPG IMG_9488.JPG IMG_9491.JPG West 78th Street Renewal and Renovation TIF District | Parcel E 672 IMG_9492.JPG IMG_9495.JPG IMG_9498.JPG IMG_9493.JPG IMG_9496.JPG IMG_9499.JPG IMG_9494.JPG IMG_9497.JPG IMG_9500.JPG West 78th Street Renewal and Renovation TIF District | Parcel E 673 IMG_9501.JPG IMG_9504.JPG IMG_9507.JPG IMG_9502.JPG IMG_9505.JPG IMG_9508.JPG IMG_9503.JPG IMG_9506.JPG IMG_9509.JPG West 78th Street Renewal and Renovation TIF District | Parcel E 674 IMG_9510.JPG IMG_9513.JPG IMG_9516.JPG IMG_9511.JPG IMG_9514.JPG IMG_9517.JPG IMG_9512.JPG IMG_9515.JPG IMG_9518.JPG West 78th Street Renewal and Renovation TIF District | Parcel E 675 IMG_9519.JPG IMG_9522.JPG IMG_9525.JPG IMG_9520.JPG IMG_9523.JPG IMG_9526.JPG IMG_9521.JPG IMG_9524.JPG IMG_9527.JPG West 78th Street Renewal and Renovation TIF District | Parcel E 676 IMG_9528.JPG IMG_9531.JPG IMG_9534.JPG IMG_9529.JPG IMG_9532.JPG IMG_9535.JPG IMG_9530.JPG IMG_9533.JPG IMG_9536.JPG West 78th Street Renewal and Renovation TIF District | Parcel E 677 IMG_9537.JPG IMG_9540.JPG IMG_9543.JPG IMG_9538.JPG IMG_9541.JPG IMG_9544.JPG IMG_9539.JPG IMG_9542.JPG IMG_9545.JPG West 78th Street Renewal and Renovation TIF District | Parcel E 678 IMG_9546.JPG IMG_9580.JPG IMG_9583.JPG IMG_9578.JPG IMG_9581.JPG IMG_9584.JPG IMG_9579.JPG IMG_9582.JPG IMG_9585.JPG West 78th Street Renewal and Renovation TIF District | Parcel E 679 IMG_9586.JPG IMG_9587.JPG IMG_9588.JPG West 78th Street Renewal and Renovation TIF District | Parcel E 680 Prepared by: 701 Washington Avenue North, Suite 200, Minneapolis, MN 55401 LHBcorp.com LHB Project No. 230558.00 681   City of Chanhassen Tax Increment Financing District No. 13 Appendix E: Permits Issued 682 683 1 CH135-65-937449.v1 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: RESOLUTION NO: MOTION BY: SECONDED BY: RESOLUTION ADOPTING A MODIFICATION TO THE REDEVELOPMENT PLAN FOR THE DOWNTOWN CHANHASSEN REDEVELOPMENT PROJECT AREA AND APPROVING A TAX INCREMENT FINANCING PLAN FOR TAX INCREMENT FINANCING DISTRICT NO. 13 BE IT RESOLVED by the City Council (the “Council”) of the City of Chanhassen, Minnesota (the “City”), as follows: Section 1.Recitals 1.01.The Chanhassen Economic Development Authority (the “EDA”) and the City have heretofore established the Downtown Chanhassen Redevelopment Project Area (the “Project Area”) and adopted the Redevelopment Plan therefor. It has been proposed that the EDA adopt and the City approve a modification to the Redevelopment Plan for the Project Area (the “Redevelopment Plan Modification”) and a Tax Increment Financing Plan (the “TIF Plan”) for the establishment of Tax Increment Financing District No. 13 (the “District”) therein (the Redevelopment Plan Modification and the TIF Plan are referred to collectively herein as the “Plans”), all pursuant to and in conformity with applicable law, including Minnesota Statutes, Sections 469.090 to 469.1082 and Sections 469.174 to 469.1794, all inclusive, as amended, (the “Acts”), all as reflected in the Plans and presented for the Council’s consideration. 1.02.In response to a proposal for a mixed use redevelopment project, the EDA and City have investigated the facts relating to the Project Area and the District and have caused the Plans to be prepared. 1.03.The EDA and City have performedall actions required by law to be performed prior to the establishment of the District and the adoption and approval of the proposed Plans, including, but not limited to, notification of Carver County and Independent School District No. 112 having taxing jurisdiction over the property to be included in the District, a review of and written comment on the Plans by the City’s Planning Commission, adoption of the Plans by the EDA on March 11, 2024, and the holding of a public hearing by the Council upon published notice as required by law. 1.04. Certain written reports (the “Reports”) relating to the Plans and the activities contemplated therein have heretofore been prepared by staff and consultants and submitted to the Council and/or made a part of the City files and proceedings on the Plans. Among those reports is one entitled “Report of Inspection Procedures and Results for Determining Qualifications of a Tax Increment Financing District, West 78th Street Renewal and Renovation TIF District” dated December 1, 2023 and prepared by LHB. The Reports include data, information and/or substantiation constituting or relating to the basis for the other findings and determinations made 684 2 CH135-65-937449.v1 in this resolution. The Council confirms, ratifies and adopts the Reports, which are hereby incorporated into and made as fully a part of this resolution to the same extent as if set forth in full herein. 1.05 The boundaries of the Project Area are not being changed but the Redevelopment Plan is being modified to include activities related to the District. Section 2.Findings for the Adoption and Approval of the Plans. 2.01.The Council hereby find that the Plans are intended and, in the judgment of this Council, will provide an impetus for redevelopment which is in the public interest and accomplish certain objectives as specified in the Plans. Section 3.Findings for the Establishment of the District 3.01.The Council hereby finds that the District is in the public interest and is a renewal and renovation district under Minnesota Statutes, Section 469.174, Subd. 10a. 3.02.The Council further finds that the proposed redevelopment would not occur solely through private investment within the reasonably foreseeable future, that the TIF Plan conforms to the general plan for the development or redevelopment of Chanhassen as a whole, and that the TIF Plan will afford maximum opportunity consistent with the sound needs of the City as a whole for the development or redevelopment of the District by private enterprise. 3.03.The Council has made the above findings and has set forth additional reasons and supporting facts for each determination in writing, attached hereto as Exhibit A. 3.04.The City elects to calculate fiscal disparities for the District in accordance with Minnesota Statutes, Section 469.177, Subd. 3, clause b, which means any fiscal disparities contribution would be taken from inside the District. Section 4.Public Purpose 4.01.The approval of the Plans conforms in all respects to the requirements of the Acts and will help fulfill a need to redevelop an area of the City with housing and commercial opportunities, to improve the tax base and to improve the general economy of the State and thereby serves a public purpose. For the reasons described in Exhibit A, the City believes these benefits directly derive from the tax increment assistance provided under the TIF Plan. A private developer will receive only the assistance needed to make this development financially feasible. As such, any private benefits received by a developer are incidental and do not outweigh the primary public benefits. Section 5.Approval and Adoption of the Plans 685 3 CH135-65-937449.v1 5.01.The Plans, as presented to the Council on this date, including without limitation the findings and statements of objectives contained therein, are hereby approved, ratified, established, and adopted and shall be placed on file in the office of the Community Development Director. 5.02.The City’s staff, advisors and legal counsel are authorized and directed to proceed with the implementation of the Plans and to negotiate, draft, prepare and present to the Council for its consideration all further plans, resolutions, documents and contracts necessary for this purpose. 5.03 The Auditor of Carver County is requested to certify the original net tax capacity of the District, as described in the Plans, and to certify in each year thereafter the amount by which the original net tax capacity has increased or decreased. The EDAExecutive Director is authorized and directed to forthwith transmit this request to the County Auditor in such form and content as the Auditor may specify, together with a list of all properties within the District, for which building permits have been issued during the 18 months immediately preceding the adoption of this resolution. 5.04.The EDA Executive Director is further authorized and directed to file a copy of the Plans with the Commissioner of the Minnesota Department of Revenue and the Office of the State Auditor pursuant to Minnesota Statutes 469.175, Subd. 4a. The motion for the adoption of the foregoing resolution was duly seconded by Council member _________________, and upon a vote being taken thereon, the following voted in favor thereof: and the following voted against the same: PASSED AND ADOPTED by the Chanhassen City Council on this 15th day of April, 2024. ATTEST: Kim Meuwissen, City Clerk Elise Ryan, Mayor (Seal) YES NO ABSENT 686 A-1 CH135-65-937449.v1 EXHIBIT A RESOLUTION NO. ___________ The reasons and facts supporting the findings for the adoption of the Tax Increment Financing Plan (the “TIF Plan”) for Tax Increment Financing District No. 13 (the “District”), as required pursuant to Minnesota Statutes (M.S.), Section 469.175, Subdivision 3 are as follows: 1.Finding that Tax Increment Financing District No. 13 is a renewal and renovation district as defined in M.S., Section 469.174, Subd. 10a. The District consists of six (6) parcels and their internal and adjacent rights-of-way, with plans to redevelop the area into a mixed-use development consisting of approximately 310 multi-family housing units and 18,000 rentable square feet of commercial space. Parcels consisting of 70% of the area of the District are occupied by buildings, streets, utilities, paved or gravel parking lots or other similar structures. One of two buildings in the District, not including outbuildings, is structurally substandard and the other building requires substantial renovation or clearance to remove inadequate street layout and obsolescence not suitable for improvement or conversion. (See Appendix D of the TIF Plan.) 2.Finding that the proposed development, in the opinion of the City Council, would not reasonably be expected to occur solely through private investment within the reasonably foreseeable future and that the increased market value of the site that could reasonably be expected to occur without the use of tax increment financing would be less than the increase in the market value estimated to result from the proposed development after subtracting the present value of the projected tax increments for the maximum duration of Tax Increment Financing District No. 13 permitted by the TIF Plan. The proposed development, in the opinion of the City, would not reasonably be expected to occur solely through private investment within the reasonably foreseeable future: This finding is supported by the fact that the activities proposed in the TIF Plan meet the City's objectives for redevelopment. The existing property contains substandard or obsolete buildings whose renovation requires high costs related to demolition, remediation, site improvement, and construction of infrastructure. The redevelopment also requires substantial investment toward public improvements including the extension of Laredo Drive, utility relocations, and various internal and external sidewalk and roadway improvements to connect with the downtown area. Because of the combination of limited amounts of property available for expansion adjacent to the renewal site and the public and private costs of financing the proposed improvements which are essential to the comprehensive redevelopment of the area, this project is feasibly only through assistance, in part, from tax increment financing. 687 A-2 CH135-65-937449.v1 The developer provided a pro forma outlining project sources and uses as well as projected rent, operating cost, vacancy and financing assumptions. City staff and the City’s financial advisor reviewed the information and have determined that the project is not feasible without assistance due to anticipated net operating income and market returns not supporting the overall redevelopment costs for the site. This review supports justification that the Developer would not have gone forward without tax increment assistance. The increased market value of the site that could reasonably be expected to occur without the use of tax increment financing would be less than the increase in market value estimated to result from the proposed development after subtracting the present value of the projected tax increments for the maximum duration of the District permitted by the TIF Plan: This finding is justified on the grounds that the development intensity and tax based created on currently underutilized and declining property requires site and public improvement costs that are improbable without public assistance. Specifically, the costs of site preparation, demolition, remediation, and public improvements to include infrastructure and site parking will add significantly to the total redevelopment costs of any development in this area. Site and public improvements costs in this area have made redevelopment infeasible without tax increment assistance. The City reasonably determines that no other redevelopment of similar scope is anticipated on this site without substantially similar assistance being provided to the development. Therefore, the City concludes as follows: a.The City's estimate of the amount by which the market value of the entire District will increase without the use of tax increment financing is $0. b.If the proposed development occurs, the total increase in market value will be $82,213,460. c.The present value of tax increments from the District for the maximum duration of the district permitted by the TIF Plan is estimated to be $8,617,446. d.Even if some development other than the proposed development were to occur, the Council finds that no alternative would occur that would produce a market value increase greater than $73,596,014 (the amount in clause b less the amount in clause c) without tax increment assistance. 3.Finding that the TIF Plan for the District conforms to the general plan for the development or redevelopment of the municipality as a whole. The City of Chanhassen Planning Commission reviewed the TIF Plan on February 20, 2024 and found that the TIF Plan conforms to the general plans for the development and redevelopment of the City as a whole. 688 A-3 CH135-65-937449.v1 4.Finding that the TIF Plan for Tax Increment Financing District No. 13 will afford maximum opportunity, consistent with the sound needs of the City as a whole, for the development or redevelopment of the Downtown Chanhassen Redevelopment Project Area by private enterprise. Through the implementation of the TIF Plan, the City will provide an impetus for the renovation of substandard and underutilized property, construction of a new mixed-use private development which will result in increased employment in the City and the State of Minnesota, an increased tax base of the State and add a high-quality development to the City. 689 City Council Item April 15, 2024 Item Ordinance XXX: Consider Preliminary Plat, Site Plan, and Rezoning for Chanhassen Civic Campus File No.2024-02 Item No: G.3 Agenda Section GENERAL BUSINESS Prepared By Rachel Arsenault, Associate Planner Reviewed By SUGGESTED ACTION "The Chanhassen City Council approves the proposed ordinance rezoning the subject property from Office Institutional to Planned Unit Development, preliminary plat and site plan for the construction of two government services buildings subject to the conditions with the staff report and adopts the attached findings of fact.” Motion Type Simple Majority Vote of members present Strategic Priority Development & Redevelopment SUMMARY The applicant is requesting approval for the preliminary plat, site plan review, and rezoning from Office and Institutional to Planned Unit Development. This project will encompass the existing Chanhassen Public Library, city hall, parking ramp, fire station, and skate park. The development is proposing two development phases; the first phase includes the construction of the new city hall and senior center as well as the associated parking, and the second phase will include the demolition of the old city hall and the construction of the new park pavilion and its associated amenities. BACKGROUND This project went before Planning Commission on March 19th and received a recommendation of approval. DISCUSSION 690 BUDGET RECOMMENDATION Staff recommends approval of the proposed ordinance rezoning the subject property, the requested preliminary plat, and site plan subject to the conditions of approval and adoption of the findings of fact and recommendation. ATTACHMENTS Development Review Application Preliminary Plat - Chanhassen Civic Campus Architecture Plan Set February 16, 2024 Civil Design Plan Set February 16, 2024 Landscape Design Plan Set February 16, 2024 PUD Ordinance Staff Report - Planning, Engineering, Water Resources Planning Commission Signed Findings of Fact City Council Findings of Fact 691 COMMUNITY DEVELOPMENT DEPARTMENT Planning Division – 7700 Market Boulevard Mailing Address – P.O. Box 147, Chanhassen, MN 55317 Phone: (952) 227-1100 / Fax: (952) 227-1110 APPLICATION FOR DEVELOPMENT REVIEW Submittal Date: PC Date: CC Date: 60-Day Review Date: Section 1: Application Type (check all that apply) (Refer to the appropriate Application Checklist for required submittal information that must accompany this application) Comprehensive Plan Amendment ......................... $600 Conditional Use Permit (CUP) Single-Family Residence ................................ $325 All Others......................................................... $500 Interim Use Permit (IUP) In conjunction with Single-Family Residence .. $325 All Others......................................................... $500 Rezoning (REZ) Planned Unit Development (PUD) .................. $750 Minor Amendment to existing PUD ................. $100 All Others......................................................... $500 Sign Plan Review ................................................... $150 Site Plan Review (SPR) Administrative .................................................. $100 Commercial/Industrial Districts* ...................... $500 Plus $10 per 1,000 square feet of building area: (______ thousand square feet) *Include number of existing employees: __________ *Include number of new employees:__________ Residential Districts ......................................... $500 Plus $5 per dwelling unit (_____ units) Subdivision (SUB) Create 3 lots or less ........................................ $500 Create over 3 lots ....................... $1000 + $15 per lot (_____ lots) Metes & Bounds (2 lots) .................................. $300 Consolidate Lots .............................................. $150 Administrative Subd. (Line Adjustment) .......... $150 Final Plat + $15 per lot .................................. $700* *(Includes $450 escrow for attorney costs) *Additional escrow may be required for other applications through the development contract. Vacation of Easements/Right-of-way (VAC) ........ $300 (Additional recording fees may apply) Variance (VAR) .................................................... $200 Wetland Alteration Permit (WAP) Single-Family Residence ............................... $150 All Others ....................................................... $275 Appeal of Administrative Decision........................ $200 Zoning Ordinance Amendment (ZOA) ................. $500 NOTE: When multiple applications are processed concurrently, the appropriate fee shall be charged for each application. Notification Sign (City to install and remove) ...................................................................................................................... $200 Property Owners’ List within 500’ (City to generate after pre-application meeting) .................................................. $3 per address (____ addresses) Escrow for Recording Documents (check all that apply) ....................................................................... $ per document Conditional Use Permit - $50 Wetland Alteration Permit - $50 Variance - $50 Interim Use Permit $50 Easements (__ easements) $85 Metes & Bounds Sub (2 deeds) $250 Site Plan Agreement - $85 Vacation - $85 Deeds - $100 TOTAL FEE: Section 2: Required Information Description of Proposal: Property Address or Location: Parcel #: Legal Description: Total Acreage: Wetlands Present? Yes No Present Zoning: Requested Zoning: Present Land Use Designation: Requested Land Use Designation: Existing Use of Property: Check box if separate narrative is attached. 692 Section 3: Property Owner and Applicant Information APPLICANT OTHER THAN PROPERTY OWNER: In signing this application, I, as applicant, represent to have obtained authorization from the property owner to file this application. I agree to be bound by conditions of approval, subject only to the right to object at the hearings on the application or during the appeal period. If this application has not been signed b y the property owner, I have attached separate documentation of full legal capacity to file the application. This application should be processed in my name and I am the party whom the City should contact regarding any matter pertaining to this application. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. I certify that the information and exhibits submitted are true and correct. Name: Contact: Address: Phone: City/State/Zip: Cell: Email: Fax: Signature: Date: PROPERTY OWNER: In signing this application, I, as property owner, have full legal capacity to, and hereby do, authorize the filing of this application. I understand that conditions of approval are binding and agree to be bound by those conditions, subject only to the right to object at the hearings or during the appeal periods. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to pr oceed with the study. I certify that the information and exhibits submitted are true and correct. Name: Contact: Address: Phone: City/State/Zip: Cell: Email: Fax: Signature: Date: PROJECT ENGINEER (if applicable) Name: Contact: Address: Phone: City/State/Zip: Cell: Email: Fax: Section 4: Notification Information Who should receive copies of staff reports? *Other Contact Information: Property Owner Email______________________________ Name: Applicant Email______________________________ Address: Engineer Email______________________________ City/State/Zip: Other* Email______________________________ Email: This application must be completed in full and be typewritten or clearly printed and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before filing this application, refer to the appropriate Application Checklist and confer with the Planning Department to determine the specific ordinance and applicable procedural requirements. A determination of completeness of the application shall be made within 15 business days of application submittal. A written notice of application deficiencies shall be mailed to the applicant within 15 business days of application. INSTRUCTIONS TO APPLICANT: Complete all necessary form fields, then select SAVE FORM to save a copy to your device. PRINT FORM and deliver to city along with required documents and payment. SUBMIT FORM to send a digital copy to the city for processing. 693 MHMHMHMHMHMHMHMHMHMHMHMHMHMHMHMHMHMHMHMHMHMHMHMHMHMHMHMHMHMHMHBITUMINOUS SURFACEBITUMINOUS SURFACE BITUMINOUS SURFACEBITUMINOUS SURFACE EXISTINGBUILDINGEXISTING BUILDING EXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGBITUMINOUS SURFACEBITUMINOUS SURFACE BITUMINOUS SURFACE BITUMINOUS SURFACE BITUMINOUS SURFACEBITUMINOUS SURFACEBITUMINOUS SURFACEBITUMINOUS SURFACEPAVERS SURFACE CONCRETE SURFACEPAVERS SURFACEPAVERS SURFACE BITUMINOUS TRAILCONCRETE SURFACECONCRETE SURFACEAC UNITSTRASH ENCLOSUREWITH GATESTRANSFORMERGENERATORFFE=979.75AUTOSPRINKLERFFE=996.76FFE=996.11HOCKEY RINK BOARDSCHAIN LINK FENCETNH ELEV = 997.21TNH ELEV = 980.35PIVSTEEEESTSTVLTFFE=984.54FFE=995.97FFE=984.54ELECOUTLETELEC PANELGAS METERUTIL VAULTSEE EEEEE EEESTEPSSSSIGNSTSTSTSTSTSTSTSSTEESTEESESTSTEESSTESSSTSTCOSEEEE EEEEEEEEEESTSTSTSTSTSTSTE EEEEEEEEEE ESTSTEEEESTCF FFFFFFFFFF G EEESSTSTSTST STSTSTST ST ST SSS S S ST ST ST ST ST ST STST EEEEEE EEE EEEEEESSGGGG GGGGGGEEEEEEEEEEEEEEFFFFFFFFFFGGGFFFFFFE CCSTSTFFFFFFFF F F F F F FFEEEFFFFFFFF N89°11'30"W 945.71N00°16'25"E 204.99N89°11'30"W 429.02N00°16'25"E 414.31N2 5 ° 3 6 ' 5 3 " E 7.7 2S88°29'47"E 488.04N00°16'25"E 594.63 S88°48'17"E 516.74S88°06'20"E (PLAT)N00°58'22"E (PLAT) N00°16'25"E 204.99 528.97416.74S88°29'33"E (PLAT)S89°11'30"E 12.28416.74253.38 160.93 N89°11'30"W 36.33N88°29'33"W (PLAT)N00°16'25"E 204.99N00°58'22"E (PLAT)N89°11'30"W 36.33N88°29'33"W (PLAT)49.87505049.8786.2086.20990.00N88°06'20"W (PLAT)S88°48'17"E 396.2376.24 OWNER: CITY OF CHANHASSENADDRESS: 7700 MARKET BLVDPID: 257740010OWNER: CITY OF CHANHASSENADDRESS: 7711 KERBER BLVDPID: 257740020OWNER: CITY OF CHANHASSENADDRESS: 7610 LAREDO DRPID: 250122100424.728N88°29'33"W (PLAT)N00°58'22"E (PLAT)S87°47'50"E (PLAT)N2 6 ° 1 8 ' 5 0 " E ( P L A T ) N00°58'22"E (PLAT)L=40.28R=26.00Δ=88°46'12"W. LINELOT 1N. LINELOT 1E. LINELOT 1E. LINELOT 2S. LINELOT 1S. LINE LOT 2W. LINELOT 2N. LINELOT 2S. LINE N. 660.00 FEET SW 1/4 SW 1/4S. LINE N. 864.98 FEET SW 1/4 SW 1/4E. LINE SW 1/4 SW 1/4 W. LINE E. 424.72 FEET SW 1/4 SW 1/4SW COR. SW 1/4SEC. 12, T.116, R. 23S. LINE SW 1/4864.98 660.00 ROADWAY AND UTILITYEASEMENT PERDOC. NO. 1691678OWNER: AREA INVEST LLCADDRESS: 7730 LAREDO DRPID: 250122000OWNER: IND SCHOOL DIST 112ADDRESS: 7600 LAREDO DRPID: 250125200S89°11'30"E 158.89N00°16'25"E 160.00 N00°16'25"E 203.00 N00°16'25"E 215.68 S89°11'30"E 195.00S89°11'30"E 149.00123.0072.00254.00254.0025.0025.00652.91150.02S00°16'25"W 204.99 LAREDO DR33 33217.74270.30LOT 3LOT 1LOT 2LOT 4BLOCK 1369.47 247.99 13.8010 10 101010 10151520 20 L=28.14Δ=62°00'56"L=12.14Δ=26°45'16"13.8013.801010DRAINAGE & UTILITY EASEMENT DRAINAGE & UTILITYE A S EM E N T DRAINAGE & UTILITYEASEMENTBLVDN00°16'25"E 617.46 362.43232.20 KERBER PROPERTY DESCRIPTION(Per Land Title, Inc Property Report No. 680111, dated July 7, 2023)The North 864.98 feet of the East 424.72 feet of the SW 1/4 of SW 1/4 of Section 12, Township116 North, Range 23 West, except the North 660.0 feet thereof and also excepting therefrom theEast 8 feet thereof; together with an easement for right-of-way purpose over the East 8 feetthereof, Carver County, Minnesota.AND(Per Land Title, Inc Property Report No. 680110, dated July 7, 2023)Lot 1, Block 1, Schneider Park Second Addition, Carver County, Minnesota.AND(Per Land Title, Inc Property Report No. 680113, dated July 7, 2023)Lot 2, Block 1, Schneider Park Second Addition, Carver County, Minnesota.PROPERTY SUMMARY1.Subject property's addresses are 7610 Laredo Dr, 7700 Market Blvd, and 7711 Kerber Blvd.2.Subject property's property identification numbers are 250122100, 257740010 and257740020.3.The gross area of the subject property is 409,784 Square Feet or 9.407 acres.4.The subject property's are zoned OI - Office Institutional District, per the City of ChanhassenZoning Map, dated 2/10/2023.SURVEY NOTES1.The bearing system is based on the Carver County Coordinate System, NAD83 (1996 HarnAdjust), having an assumed bearing of S88°48'17"E for the South line of the SouthwestQuarter of Section 12, Township 116 North, Range 23 West.2.The vertical datum is based on NAVD88.3.Site benchmarks are as follows and shown on the graphic.1. TNH northeast of city hall. Elevation = 997.212. TNH south of veterans memorial. Elevation = 980.354.Field Work was completed on 1/26/2024.SCALE:SURVEY BY:DRAWN BY:CHECK BY:SHEETOFWSB PROJECT NO.I HEREBY CERTIFY THAT THIS SURVEY, PLAN, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. LIC. NO:DATE: REVISIONS NO.DATE DESCRIPTION Chanhassen City Parcels PID Nos. 250122100, 257740010, 257740020 City of Chanhassen, Minnesota Preliminary Plat1" = 50'JS, JBJRJHJeremy R. Honga 5801303/05/2024023347-000110Graphic Scale (in feet)50100N1 inch = 50 feetSURVEYOR NOTES1.Location, sizes and types of underground utilities shown are a combination of observedevidence and plan information, together with field markings by those utility locators thatresponded to Gopher State One Call Ticket Nos. 232053292, 232053295 and 232053360.However, lacking excavation, the exact location of underground features cannot beaccurately, completely, and reliably depicted. WSB, makes no guarantee that the utilitiesshown comprise all of the utilities in the area. Where additional or more detailed informationis required, the client is advised that excavation and/or a private utility locate request may benecessary. Pursuant to MS 216.D contact Gopher State One Call at 651-454-0002 prior toany excavation.2.Easements shown (unless otherwise noted) are as identified in Land Title, Inc. PropertyReport Nos. 680111, 680110, and 680113, dated July 7, 2023. No other search of thepublic records for easements or encumbrances was made by the undersigned.3.Existing conditions and contour information per aerial drone flight completed on 5/3/2023.UNDERGROUND FIBERFFOUND MONUMENTUNDERGROUND GASGSTORM CATCH BASINSTSUNDERGROUND COMMUNICATIONCWATER MAINUNDERGROUND ELECTRICEWATER VALVEHYDRANTSTORM MANHOLESANITARY MANHOLECURB AND GUTTERDRIP LINEBUILDING EDGESECTION CORNERELECTRIC MANHOLELEGENDLIGHT POLESTORM LINESTSANITARY LINESESET MONUMENTBEEHIVE CATCH BASINSIGNAL LIGHTTRANSFORMERPLAT AREASProposed plat areas are as follows:Lot 1, Block 1 = 85,722 Square Feet or 1.968 acresLot 2, Block 1 = 78,193 Square Feet or 1.795 acresLot 3, Block 1 = 180,249 Square Feet or 4.138 acresLot 4, Block 1 = 52,065 Square Feet or 1.195 acresROW = 13,556 Square Feet or 0.312 acresTotal = 409,784 Square Feet or 9.407 acresADDRESSESOwner: City of ChanhassenSurveyor: WSB 701 xenia Avenue South, Suite 300 Minneapolis, MInnesotaPLAT BOUNDARYPROPOSED LOT LINEPROPOSED RIGHT OF WAYPROPOSED D and U EASEMENTALL UNDERLYING DRAINAGE AND UTILITYEASEMENTS DEDICATED BY THE PLAT OFSCHNEIDER PARK SECOND ADDITIONARE PROPOSED TO BE VACATEDPLAT LEGENDVICINITY MAPSECTION 12, TOWNSHIP 116, RANGE 23,CARVER COUNTY, MINNESOTANNOT TO SCALENW 1 / 4 NE 1/4SE 1/4SW 1/4W 78TH STKERBER BLVD LAREDO DR PRELIMINARY PLAT - DRAFT - 2024-03-05 694 Architecture Interior Design Landscape Architecture Engineering 222 North Second Street Long & Kees Bldg Suite 101 Minneapolis, MN 55401 612.339.3752 www.bkvgroup.com © 2021 BKV Group SHEET NUMBER SHEET TITLE DRAWN BY CHECKED BY COMMISSION NUMBER PROJECT TITLE CONSULTANTS N O T FO R C O N S TR U C TIO N CERTIFICATION Autodesk Docs://2612-01 Chanhassen Civic Campus/2612-01 Chanhassen CC_AI_2023.rvt2/16/2024 12:02:05 PMAuthor Checker 2612-01 G100 COVER SHEET CHANHASSEN CIVIC CAMPUS CHANHASSEN CIVIC CAMPUS 7700 MARKET BLVD, CHANHASSEN, MN 55317 02/16/2024 PROJECT LOCATION RENDERING PROJECT TEAM: ARCHITECT Boarman Kroos Vogel Group, Inc 222 North Second Street Minneapolis, Minnesota 55401 Phone: 612.339.3752 Fax: 612.339.6212 Contact: Michael Healy AIA OWNER / APPLICANT: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 Phone: 952.227.1100 Contact: CIVIL Stantec 733 Marquette Ave. Suite 1000 Minneapolis, Minnesota 55402 Phone: 612.712.2000 Contact: Clark Lohr LANDSCAPE HKGI 800 Washington Ave. N. Suite 103 Minneapolis, Minnesota 55401 Phone: 612.338.0800 Contact: Bryan Harjes STRUCTURAL ENGINEER Boarman Kroos Vogel Group, Inc 222 North Second Street Minneapolis, Minnesota 55401 Phone: 612.339.3752 Fax: 612.339.6212 Contact: Siobhan Dvergsten MECHANICAL ENGINEER Boarman Kroos Vogel Group, Inc 222 North Second Street Minneapolis, Minnesota 55401 Phone: 612.339.3752 Fax: 612.339.6212 Contact: Michael Dugan ELECTRICAL ENGINEER Boarman Kroos Vogel Group, Inc 222 North Second Street Minneapolis, Minnesota 55401 Phone: 612.339.3752 Fax: 612.339.6212 Contact: Chad Kurdi PE DEVELOPMENT SUBMITTAL SITE SECURITY TECHNOLOGY ENGINEER True North Consulting Group 140 3rd Street South Stillwater, Minnesota 55082 Phone: 512.596.3812 Contact: Nick Webber CONSTRUCTION MANAGER: Kraus Anderson 501 S. 8th St. Minneapolis, MN 55404 Phone: 612.332.7281 Contact: Dustin Phillips SHEET INDEX SHEET NUMBER SHEET NAME DD SETBID PACKAGE 1DEVELOPMENT SUBMITTAL1 - GENERAL G100 COVER SHEET X X X G120 CODE SUMMARY X G121 CODE PLAN - SITE X G122A LIFE SAFETY PLAN - LOWER LEVEL X G123A LIFE SAFETY PLAN - LEVEL 1 X G124A LIFE SAFETY PLAN - LEVEL 2 X G125 LIFE SAFETY PLAN - PARK PAVILION X G130 SYMBOLS & ABBREVIATIONS X G140 ACCESSIBILITY & MOUNTING HEIGHTS X 2 - CIVIL C-001 COVER SHEET X X C-002 GENERAL NOTES X C-003 OVERALL EXISTING CONDITIONS X X C-004 PHASE 1 EXISTING CONDITIONS X X C-005 PHASE 2 NORTHWEST EXISTING CONDITIONS X X C-006 PHASE 2 NORTHEAST EXISTING CONDITIONS X X C-007 OVERALL REMOVALS & PRECONSTRUCTION EROSION CONTROL PLAN X X C-008 PHASE 1 REMOVALS & PRECONSTRUCTION EROSION CONTROL PLAN X X C-009 PHASE 2 NW REMOVALS & PRECONSTRUCTION EROSION CONTROL PLAN X X C-010 PHASE 2 SW REMOVALS & PRECONSTRUCTION EROSION CONTROL PLAN X X C-101 OVERALL SITE PLAN X X C-102 PHASE 1 SITE PLAN X X C-103 PHASE 2 NORTHWEST SITE PLAN X X C-104 PHASE 2 NORTHEAST SITE PLAN X X C-201 OVERALL POST-CONSTRUCTION STABILIZATION PLAN X X C-202 PHASE 1 POST-CONSTRUCTION STABILIZATION PLAN X X C-203 PHASE 2 NORTHWEST POST-CONSTRUCTION STABILIZATION PLAN X X C-204 PHASE 2 NORTHEAST POST-CONSTRUCTION STABILIZATION PLAN X X C-205 SWPPP X C-301 OVERALL GRADING PLAN X X C-302 PHASE 1 GRADING PLAN X X C-303 PHASE 2 NORTHWEST GRADING PLAN X X C-304 PHASE 2 NORTHEAST GRADING PLAN X X C-401 OVERALL UTILITY PLAN X X C-402 PHASE 1 UTILITY PLAN X X C-403 PHASE 2 NORTHWEST UTILITY PLAN X X C-404 PHASE 2 NORTHEAST UTILITY PLAN X X C-501 OVERALL STORM SEWER PLAN X X C-502 PHASE 1 STORM SEWER PLAN X X C-503 PHASE 2 NORTHWEST STORM SEWER PLAN X X C-504 PHASE 2 NORTHEAST STORM SEWER PLAN X X C-601 OVERALL ITEMIZED BID ITEMS AND BID ALTERNATES X C-602 OVERALL ITEMIZED BID ITEMS AND BID ALTERNATES X C-603 OVERALL ITEMIZED BID ITEMS AND BID ALTERNATES X SHEET INDEX SHEET NUMBER SHEET NAME DD SETBID PACKAGE 1DEVELOPMENT SUBMITTALI015 SIGNAGE ACCESSIBILITY REQUIREMENTS X I050 INTERIOR ROOM FINISH SCHEDULE X I021 PAVILION FINISH PLAN X I100 LOWER LEVEL - OVERALL FINISH PLAN X I101 LEVEL 1 FINISH PLAN X I102 LEVEL 2 FINISH PLAN X I150 ENLARGED FLOOR FINISH PLANS X I400 LOWER LEVEL - FURNITURE PLAN X I401 LEVEL 1 - FURNITURE PLAN - FOR REFERENCE ONLY X I402 LEVEL 2 - FURNITURE PLAN X I421 PAVILION FURNITURE PLAN X 6 - STRUCTURAL S001 STRUCTURAL NOTES X X S001.1 STRUCTURAL NOTES X X S010 SPECIAL INSPECTIONS X X S030 SCHEDULES X X S050 LEVEL 1 - PRECAST LOADING PLAN X X S099 FOUNDATION PLAN X X S101 LEVEL 1 - PRECAST PLAN X X S101F LEVEL 1 - FRAMING PLAN X X S102 LEVEL 2 - FRAMING PLAN X X S140 ROOF - FRAMING PLAN X X S140.1 PARTIAL ROOF PLANS X X S140.2 PARTIAL ROOF PLANS X X S160 BUILDING SECTIONS & ELEVATIONS X X S161 BUILDING ELEVATIONS X X S162 BALCONY SECTIONS X X S201 STANDARD FOUNDATION DETAILS X X S202 FOUNDATION DETAILS X X S221 PRECAST GARAGE DETAILS X X S301 PRECAST DETAILS X X S450 MASONRY DETAILS X X S501 STEEL FRAMING DETAILS X X S502 STEEL FRAMING DETAILS X X S503 STEEL FRAMING DETAILS X X S504 STEEL FRAMING DETAILS X S505 STEEL JOIST DETAILS X X S510 METAL DECK DETAILS X X S520 ROOFING DETAILS X 7 - MECHANICAL M001 MECHANICAL COVERSHEET X M002 MECHANICAL NOTE SHEET X M021 PAVILION MECHANICAL PLANS M099 P1 PARKING MECHANICAL PLAN X M101 LEVEL 1 MECHANICAL PLAN X M102 LEVEL 2 MECHANICAL PLAN X M141 ROOF MECHANICAL PLAN X M299 LEVEL P1 HYDRONIC PLAN X M301 LEVEL 1 HYDRONIC PLAN X M302 LEVEL 2 HYDRONIC PLAN X SHEET INDEX SHEET NUMBER SHEET NAME DD SETBID PACKAGE 1DEVELOPMENT SUBMITTALC-801 DETAILS X X C-802 DETAILS X X C-803 DETAILS X X C-804 DETAILS X X C-805 DETAILS X C-806 DETAILS X 3 - LANDSCAPE L101 TITLE AND GENERAL NOTES X L102 SITE SURFACING X L201 MATERIALS LAYOUT X L202 MATERIALS LAYOUT X L203 MATERIALS LAYOUT X L204 MATERIALS LAYOUT X L205 MATERIALS LAYOUT X L206 MATERIALS LAYOUT X L207 MATERIALS LAYOUT X L208 MATERIALS LAYOUT X L209 MATERIALS LAYOUT X L300 PLANTING INDEX X L301 PLANTING LAYOUT X L302 PLANTING LAYOUT X L303 PLANTING LAYOUT X L304 PLANTING LAYOUT X L305 PLANTING LAYOUT X L306 PLANTING LAYOUT X L307 PLANTING LAYOUT X L308 PLANTING LAYOUT X L309 PLANTING LAYOUT X L401 LANDSCAPE DETAILS X L402 LANDSCAPE DETAILS X L403 LANDSCAPE DETAILS X L404 LANDSCAPE DETAILS X L405 LANDSCAPE DETAILS X L406 LANDSCAPE DETAILS X 4 - ARCHITECTURE A010 ARCHITECTURAL SITE PLAN X X X A011 ENLARGED SITE PLAN - CITY HALL X A012 ENLARGED SITE PLAN - PARK PAVILION AND STAGE X A021 PARK PAVILION FLOOR PLAN X X A022 PARK PAVILION ROOF PLAN AND RCP X A023 PARK PAVILION EXTERIOR ELEVATIONS X X A024 PARK PAVILION BUILDING SECTIONS X A025 PARK PAVILION WALL SECTIONS X A026 PARK PAVILION WALL SECTIONS X A090 PARK PAVILION FRAME TYPES & OPENING SCHEDULE X A100 LOWER LEVEL - FLOOR PLAN X X X A101 LEVEL 1 - FLOOR PLAN X X X A102 LEVEL 2 - FLOOR PLAN X X X A140 LOW ROOF PLAN X X A141 UPPER ROOF PLAN X X SHEET INDEX SHEET NUMBER SHEET NAME DD SETBID PACKAGE 1DEVELOPMENT SUBMITTALA151 ENLARGED PLANS X A152 ENLARGED PLANS X A153 ENLARGED PLANS X A154 ENLARGED PLAN - COUNCIL CHAMBERS X A155 COUNCIL CHAMBERS DIAS A300 LOWER LEVEL REFLECTED CEILING PLAN X A301 LEVEL 1 REFLECTED CEILING PLAN X A302 LEVEL 2 REFLECTED CEILING PLAN X A401 OVERALL EXTERIOR ELEVATIONS X X A402 OVERALL EXTERIOR ELEVATIONS X X A403 EXTERIOR RENDERINGS X A451 ENLARGED EXTERIOR ELEVATIONS X A501 BUILDING SECTIONS X X A502 BUILDING SECTIONS X X A503 BUILDING SECTIONS X X A551 WALL SECTIONS X A552 WALL SECTIONS X A553 WALL SECTIONS X A554 WALL SECTIONS X A555 WALL SECTIONS X A556 WALL SECTIONS X A557 WALL SECTIONS X A601 CONSTRUCTION TYPES - EXTERIOR X A602 CONSTRUCTION TYPES - EXTERIOR X A603 CONSTRUCTION TYPES - ROOF & FLOOR X A604 CONSTRUCTION TYPES - PARTITION TYPES X A620 DETAILS - WALL X A621 DETAILS - WALL X A630 DETAILS - SLAB EDGES X A662 DETAILS - ROOF X A671 DETAILS - ROOF CANOPIES AND BALCONIES X A672 DETAILS - ROOF CANOPIES AND BALCONIES X A673 DETAILS - ROOF CANOPIES AND BALCONIES X A701 ELEVATOR PLANS AND SECTIONS X A710 STAIR PLANS AND SECTIONS X A711 STAIR PLANS AND SECTIONS X A712 STAIR PLANS AND SECTIONS X A801 INTERIOR ELEVATIONS X A802 INTERIOR ELEVATIONS X A803 INTERIOR ELEVATIONS X A804 INTERIOR ELEVATIONS X A805 INTERIOR ELEVATIONS X A900 OPENING SCHEDULE X A910 PANEL TYPES, FRAME TYPES X A920 ALUMINUM FRAME TYPES - EXTERIOR SF X A921 ALUMINUM FRAME TYPES - EXTERIOR SF X A922 ALUMINUM FRAME TYPES - INTERIOR X A923 ALUMINUM FRAME TYPES - CW X 5 - INTERIORS I000 INTERIOR MATERIAL IDENTIFICATION LIST X SHEET INDEX SHEET NUMBER SHEET NAME DD SETBID PACKAGE 1DEVELOPMENT SUBMITTALM601 MECHANICAL DIAGRAMS X M681 HEATING WATER RISER DIAGRAMS M682 HEATING WATER RISER DIAGRAM M701 MECHANICAL DETAILS X M801 MECHANICAL SCHEDULES X M802 MECHANICAL SCHEDULES X 8 - MECHANICAL & ELECTRICAL ME801 MECHANICAL AND ELECTRICAL SCHEDULES X ME802 MECHANICAL AND ELECTRICAL SCHEDULES X 9 - PLUMBING P001 PLUMBING SYMBOLS, ABBREVIATIONS & NOTES X P081 UNDERGROUND PLUMBING PLAN X P099 LEVEL P1 PLUMBING PLAN X P101 LEVEL 1 PLUMBING PLAN X P102 LEVEL 2 PLUMBING PLAN X P141 ROOF PLUMBING PLAN X P651 NATURAL GAS RISER DIAGRAMS P701 PLUMBING DETAILS X P801 PLUMBING SCHEDULES X P951 FIRE PROTECTION RISER DIAGRAM X 10 - ELECTRICAL E001 ELECTRICAL COVERSHEET E010 ELECTRICAL SITE PLAN X E015 SITE PHOTOMETRIC X E021 PARK PAVILION ELECTRICAL PLAN E022 PARK PAVILION LIGHTING PLAN E099 LEVEL P1 ELECTRICAL PLAN X E101 LEVEL 1 ELECTRICAL PLAN X E102 LEVEL 2 ELECTRICAL PLAN X E141 ROOF ELECTRICAL PLAN X E151 ENLARGED ELECTRICAL ROOM PLANS X E299 LEVEL P1 LIGHTING PLAN X E301 LEVEL 1 LIGHTING PLAN X E302 LEVEL 2 LIGHTING PLAN X E401 ELECTRICAL POWER RISER DIAGRAMS X X E501 ELECTRICAL SCHEDULES X E521 ELECTRICAL PANEL SCHEDULES X X E522 ELECTRICAL PANEL SCHEDULES X E523 ELECTRICAL PANEL SCHEDULES X E601 ELECTRICAL DETAILS X E602 ELECTRICAL DETAILS X 11 - TECHNOLOGY T000 TECHNOLOGY INDEX X T010 TECHNOLOGY SITE PLAN X T021 TECHNOLOGY PARK PAVILION PLAN X T100 TECHNOLOGY LOWER LEVEL FLOOR PLAN X T101 TECHNOLOGY LEVEL 1 FLOOR PLAN X T102 TECHNOLOGY LEVEL 2 FLOOR PLAN X T299 TECHNOLOGY PARK PAVILION RCP X T300 TECHNOLOGY LOWER LEVEL RCP X ISSUE # DATE DESCRIPTION 01/24/2024 BID PACKAGE 1 02/16/2024 DEVELOPMENT SUBMITTAL SHEET INDEX SHEET NUMBER SHEET NAME DD SETBID PACKAGE 1DEVELOPMENT SUBMITTALT301 TECHNOLOGY LEVEL 1 RCP X T302 TECHNOLOGY LEVEL 2 RCP X T400 TECHNOLOGY ENLARGEMENTS X T500 TECHNOLOGY DETAILS X T501 TECHNOLOGY DETAILS X T600 TECHNOLOGY SECURITY DETAILS X T601 TECHNOLOGY SECURITY DETAILS X T700 TECHNOLOGY AV DETAILS X T701 TECHNOLOGY AV DETAILS X Paul Michell License Number Date 61543 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Architect under the laws of the state of Minnesota 02/16/2024 695 CITY HALLEXISTING LIBRARY PARK PAVILION GENERATOR ENCLOSURE, BELOW GARAGE ACCESS DUMPSTER ENCLOSURE PUBLIC PARKING (47 SPACES) ACCESSIBLE PARKING (4 SPACES) PUBLIC PARKING (35 SPACES + 2 ACCESSIBLE SPACES) COVERED STAGE LAWN UPPER PARK SKATE PARK PICKLE BALL COURTS PLAYGROUND SPLASH PAD DROP OFF EXISTING PARKING EXISTING PARKING BOLLARDS, SEE LANDSCAPE BOLLARDS, SEE LANDSCAPE FDC KNOX BOX FDC KNOX BOX PROPERTY LINETRANSFORMER PROPERTY LINE W 78TH ST.KERBER BLVD.MARKET BLVD.PROPERTY LINEPROPERTY LINE PROPERTY LINE CITY HALL LEVEL 1 (CIVIL 982.5' = ARCH 100'-0") A011 1 A012 1 A015 5 Architecture Interior Design Landscape Architecture Engineering TRUE NORTH 222 North Second Street Long & Kees Bldg Suite 101 Minneapolis, MN 55401 612.339.3752 www.bkvgroup.com © 2021 BKV Group SHEET NUMBER SHEET TITLE DRAWN BY CHECKED BY COMMISSION NUMBER PROJECT TITLE CONSULTANTS N O T FO R C O N S TR U C TIO N CERTIFICATION Autodesk Docs://2612-01 Chanhassen Civic Campus/2612-01 Chanhassen CC_AI_2023.rvt2/16/2024 12:02:40 PMAuthor Checker 2612-01 A010 ARCHITECTURAL SITE PLAN CHANHASSEN CIVIC CAMPUS KEYNOTES - ARCHITECTURAL SITE SITE PLAN GENERAL NOTES 1. REFER TO SITE SURVEY FOR EXISTING TOPOGRAPHY, UTILITIES, AND OTHER PERTINENT INFORMATION. 2. DO NOT SCALE THE DRAWINGS. WHERE DIMENSIONS ARE NOT PROVIDED OR ARE UNCLEAR, REQUEST CLARIFICATION FROM THE ARCHITECT. 3. CONTRACTORS SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS. ANY DISCREPANCIES BETWEEN THE DRAWINGS AND FIELD CONDITIONS SHALL BE REPORTED TO THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK. 4. REFER TO 'C' SERIES (CIVIL) DRAWINGS FOR SITE DEMOLITION, EROSION CONTROL, SITE GRADING, UTILITIES, STORMWATER, AND SITE PAVING. 5. REFER TO 'L' SERIES (LANDSCAPE) DRAWINGS FOR LANDSCAPE PLANTINGS, SPECIALITY PAVING, FLAG POLES, AND SITE FURNISHINGS. 6. REFER TO 'E' SERIES (ELECTRICAL) DRAWINGS FOR SITE LIGHTING AND SITE POWER. 7. REFER TO 'T' SERIES (TECHNOLOGY) DRAWINGS FOR SITE SECURITY AND ACCESS CONTROL. 8. REFER TO 'M' SERIES (MECHANICAL) DRAWINGS FOR BUILDING STORM WATER, SEWER, AND OTHER CONNECTION LOCATIONS. 9. REFER TO GEOTECHNICAL REPORT PROVIDED IN PROJECT MANUAL FOR MORE INFORMATION. 10. CONCRETE APRONS/STOOPS AT EXTERIOR SIDE OF DOOR THRESHOLDS AND SILLS SHALL BE 1/2 INCH LOWER THAN INTERIOR FLOOR. AND SLOPE AWAY FROM BUILDING AT 1/4 INCH PER FOOT MINIMUM. 11. THE GROUND IMMEDIATELY ADJACENT TO THE FOUNDATION SHALL BE SLOPED AWAY FROM THE BUILDING AT A SLOPE NOT LESS THAN 5% FOR A MINIMUM DISTANCE OF TEN FEET MEASURED FROM THE PERPENDICULAR FACE OF THE BUILDING WALL. REFER TO CIVIL FOR ADDITIONAL GRADING REQUIREMENTS. 12. FINISHED FLOOR ELEVATION 100' -0" = XXXX' -XX". A010 1" = 30'-0" 1 ARCHITECTURAL SITE PLAN ISSUE # DATE DESCRIPTION 01/24/2024 BID PACKAGE 1 02/16/2024 DEVELOPMENT SUBMITTAL Paul Michell License Number Date 61543 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Architect under the laws of the state of Minnesota 02/16/2024 696 CITY HALL METAL GRATE OVER GENERATOR ENCLOSURE, BELOW GARAGE ACCESS ACCESSIBLE PARKING (4 SPACES) BOLLARDS, SEE LANDSCAPE FLAG POLES, SEE LANDSCAPE MONUMENT SIGN, SEE LANDSCAPE FDC KNOX BOX PROPERTY LINETRANSFORMERMARKET BLVD.CITY HALL LEVEL 1 (CIVIL 982.5' = ARCH 100'-0") TRANSFORMER, REF. ELECTRICAL CLEAR5' - 0"CLEAR5' - 0"PROPERTY LINE W 78TH ST MARKET BLVD95' - 0" 100' - 0" 95' - 0" 98' - 6"99' - 6" 99' - 6"98' - 6" 96' - 7" 96' - 6" 1 1/8" / 1'-0" 5/8" / 1'-0" T.O. WALL T.O. WALL T.O. WALL T.O. WALL T.O. CONC @ O.H. DOOR T.O. CONC @ DRAIN 96' -0 1/4" B.O. STAIR 99' -11 1/2" T.O. STAIR 95' -11 3/4" T.O. STAIR 92' -0 1/4" B.O. STAIR 98' - 6" 98' - 6" T.O. CONC T.O. WALL T.O. WALL T.O. CONC T.O. WALL B.O. WELL 3 LEVELS 59,509 SF 72' HEIGHT Architecture Interior Design Landscape Architecture Engineering TRUE NORTH 222 North Second Street Long & Kees Bldg Suite 101 Minneapolis, MN 55401 612.339.3752 www.bkvgroup.com © 2021 BKV Group SHEET NUMBER SHEET TITLE DRAWN BY CHECKED BY COMMISSION NUMBER PROJECT TITLE CONSULTANTS N O T FO R C O N S TR U C TIO N CERTIFICATION Autodesk Docs://2612-01 Chanhassen Civic Campus/2612-01 Chanhassen CC_AI_2023.rvt2/16/2024 12:04:47 PMAuthor Checker 2612-01 A011 ENLARGED SITE PLAN - CITY HALL CHANHASSEN CIVIC CAMPUS KEYNOTES - ARCHITECTURAL SITE SITE PLAN GENERAL NOTES 1. REFER TO SITE SURVEY FOR EXISTING TOPOGRAPHY, UTILITIES, AND OTHER PERTINENT INFORMATION. 2. DO NOT SCALE THE DRAWINGS. WHERE DIMENSIONS ARE NOT PROVIDED OR ARE UNCLEAR, REQUEST CLARIFICATION FROM THE ARCHITECT. 3. CONTRACTORS SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS. ANY DISCREPANCIES BETWEEN THE DRAWINGS AND FIELD CONDITIONS SHALL BE REPORTED TO THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK. 4. REFER TO 'C' SERIES (CIVIL) DRAWINGS FOR SITE DEMOLITION, EROSION CONTROL, SITE GRADING, UTILITIES, STORMWATER, AND SITE PAVING. 5. REFER TO 'L' SERIES (LANDSCAPE) DRAWINGS FOR LANDSCAPE PLANTINGS, SPECIALITY PAVING, FLAG POLES, AND SITE FURNISHINGS. 6. REFER TO 'E' SERIES (ELECTRICAL) DRAWINGS FOR SITE LIGHTING AND SITE POWER. 7. REFER TO 'T' SERIES (TECHNOLOGY) DRAWINGS FOR SITE SECURITY AND ACCESS CONTROL. 8. REFER TO 'M' SERIES (MECHANICAL) DRAWINGS FOR BUILDING STORM WATER, SEWER, AND OTHER CONNECTION LOCATIONS. 9. REFER TO GEOTECHNICAL REPORT PROVIDED IN PROJECT MANUAL FOR MORE INFORMATION. 10. CONCRETE APRONS/STOOPS AT EXTERIOR SIDE OF DOOR THRESHOLDS AND SILLS SHALL BE 1/2 INCH LOWER THAN INTERIOR FLOOR. AND SLOPE AWAY FROM BUILDING AT 1/4 INCH PER FOOT MINIMUM. 11. THE GROUND IMMEDIATELY ADJACENT TO THE FOUNDATION SHALL BE SLOPED AWAY FROM THE BUILDING AT A SLOPE NOT LESS THAN 5% FOR A MINIMUM DISTANCE OF TEN FEET MEASURED FROM THE PERPENDICULAR FACE OF THE BUILDING WALL. REFER TO CIVIL FOR ADDITIONAL GRADING REQUIREMENTS. 12. FINISHED FLOOR ELEVATION 100' -0" = XXXX' -XX". A011 3/32" = 1'-0" 1 ENLARGED CITY HALL SITE PLAN ISSUE # DATE DESCRIPTION 02/16/2024 DEVELOPMENT SUBMITTAL Paul Michell License Number Date 61543 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Architect under the laws of the state of Minnesota 02/16/2024 697 PARK PAVILION 1 LEVEL 1,599 SF 25' HEIGHT PUBLIC PARKING (47 SPACES) COVERED STAGE LAWN PLAYGROUND SPLASH PAD FDC KNOX BOX ROOF DRAIN OUTLET LOCATIONS ROOF DRAIN OUTLET LOCATIONS Architecture Interior Design Landscape Architecture Engineering TRUE NORTH 222 North Second Street Long & Kees Bldg Suite 101 Minneapolis, MN 55401 612.339.3752 www.bkvgroup.com © 2021 BKV Group SHEET NUMBER SHEET TITLE DRAWN BY CHECKED BY COMMISSION NUMBER PROJECT TITLE CONSULTANTS N O T FO R C O N S TR U C TIO N CERTIFICATION Autodesk Docs://2612-01 Chanhassen Civic Campus/2612-01 Chanhassen CC_AI_2023.rvt2/16/2024 12:05:17 PMAuthor Checker 2612-01 A012 ENLARGED SITE PLAN - PARK PAVILION AND STAGE CHANHASSEN CIVIC CAMPUS KEYNOTES - ARCHITECTURAL SITE SITE PLAN GENERAL NOTES 1. REFER TO SITE SURVEY FOR EXISTING TOPOGRAPHY, UTILITIES, AND OTHER PERTINENT INFORMATION. 2. DO NOT SCALE THE DRAWINGS. WHERE DIMENSIONS ARE NOT PROVIDED OR ARE UNCLEAR, REQUEST CLARIFICATION FROM THE ARCHITECT. 3. CONTRACTORS SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS. ANY DISCREPANCIES BETWEEN THE DRAWINGS AND FIELD CONDITIONS SHALL BE REPORTED TO THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK. 4. REFER TO 'C' SERIES (CIVIL) DRAWINGS FOR SITE DEMOLITION, EROSION CONTROL, SITE GRADING, UTILITIES, STORMWATER, AND SITE PAVING. 5. REFER TO 'L' SERIES (LANDSCAPE) DRAWINGS FOR LANDSCAPE PLANTINGS, SPECIALITY PAVING, FLAG POLES, AND SITE FURNISHINGS. 6. REFER TO 'E' SERIES (ELECTRICAL) DRAWINGS FOR SITE LIGHTING AND SITE POWER. 7. REFER TO 'T' SERIES (TECHNOLOGY) DRAWINGS FOR SITE SECURITY AND ACCESS CONTROL. 8. REFER TO 'M' SERIES (MECHANICAL) DRAWINGS FOR BUILDING STORM WATER, SEWER, AND OTHER CONNECTION LOCATIONS. 9. REFER TO GEOTECHNICAL REPORT PROVIDED IN PROJECT MANUAL FOR MORE INFORMATION. 10. CONCRETE APRONS/STOOPS AT EXTERIOR SIDE OF DOOR THRESHOLDS AND SILLS SHALL BE 1/2 INCH LOWER THAN INTERIOR FLOOR. AND SLOPE AWAY FROM BUILDING AT 1/4 INCH PER FOOT MINIMUM. 11. THE GROUND IMMEDIATELY ADJACENT TO THE FOUNDATION SHALL BE SLOPED AWAY FROM THE BUILDING AT A SLOPE NOT LESS THAN 5% FOR A MINIMUM DISTANCE OF TEN FEET MEASURED FROM THE PERPENDICULAR FACE OF THE BUILDING WALL. REFER TO CIVIL FOR ADDITIONAL GRADING REQUIREMENTS. 12. FINISHED FLOOR ELEVATION 100' -0" = XXXX' -XX". A012 3/32" = 1'-0" 1 ENLARGED PARK PAVILION AND STAGE SITE PLAN ISSUE # DATE DESCRIPTION 02/16/2024 DEVELOPMENT SUBMITTAL Paul Michell License Number Date 61543 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Architect under the laws of the state of Minnesota 02/16/2024 698 1 A024 1 A024 5 A024 5 A024 4 A023 1 A023 2 A023 3 A023 2 A024 2 A024 6 A024 6 A024 3 A024 3 A024 PA PA P1 P1 PB PB PC PC PD PD PE PE P2 P2 P4 P4 P3 P3 WOMEN'S RESTROOM P106 CONSESSIONS P102 EVENT SPACE P101 FAMILY RR P105 MEN'S RESTROOM P108 ELEC / MECH P104P108P106P104 P102.1A027 9 A0274 10 11 2 3 1 A027 7 8 CANOPY OVERHEAD CANOPY OVERHEADCANOPY OVERHEADA027 5 2' - 8"5' - 4"6' - 10"4' - 0"4' - 0"10' - 0"7' - 0"3' - 4"17' - 4"14' - 0" 12 8' - 6"8' - 3"6' - 4"2' - 3"1' - 6" SF-72 SF-70 10' - 0"27' - 8"14' - 0"39' - 8"13' - 6"12' - 2"10' - 8"6 10"5' - 7" FIN. 4' - 0"1' - 7" P102.2 P101.3VESTIBULE P107 P101.25' - 0"2' - 0" 1' - 8"3' - 4"1' - 8" P107.2P107.1 8' - 3"22' - 7" 4" 2' - 0" S6 S6 T4 S4 COUNTER 2' - 1"13' - 4"7' - 0"16' - 0"1' - 2" 1' - 8" 2' - 4"7' - 8"4" F.O.S. 1' - 9"1' - 6"5' - 1 1/8"3' - 0" CLR5' - 0 1/8"3' - 6 1/8"1' - 8"F.O.S.1' - 2 5/8"1' - 8" 6' - 8"1' - 10"7' - 4"1' - 10"6' - 8" P101.16' - 4"5"10"5' - 4"1' - 1"T4 T4 S6 3' - 0"80.00°STORAGE P103 P103FC-1 P105T25 R02 R02 R02 R15 R15 4' - 0"2' - 0"32' - 0"1' - 0"1' - 0"4' - 0"1' - 0"1' - 0"1' - 6"4' - 0"14' - 6"4' - 0"3' - 6"RAMP 108' - 0" CANOPY OVERHEAD CANOPY OVERHEADSTAGE 4 A024 4 A024 Architecture Interior Design Landscape Architecture Engineering TRUE NORTH 222 North Second Street Long & Kees Bldg Suite 101 Minneapolis, MN 55401 612.339.3752 www.bkvgroup.com © 2021 BKV Group SHEET NUMBER SHEET TITLE DRAWN BY CHECKED BY COMMISSION NUMBER PROJECT TITLE CONSULTANTS N O T FO R C O N S TR U C TIO N CERTIFICATION Autodesk Docs://2612-01 Chanhassen Civic Campus/2612-01 Chanhassen CC_AI_2023.rvt2/16/2024 12:02:46 PMAuthor Checker 2612-01 A021 PARK PAVILION FLOOR PLAN CHANHASSEN CIVIC CAMPUS A021 1/4" = 1'-0" 1 PARK PAVILION -FLOOR PLAN KEYNOTES - ARCHITECTURAL FLOOR PLAN GENERAL NOTES 1. GENERAL NOTES APPLY TO ALL DRAWING SHEETS. 2. DO NOT SCALE THE DRAWINGS. WHERE DIMENSIONS ARE NOT PROVIDED OR ARE UNCLEAR, REQUEST CLARIFICATION FROM THE ARCHITECT. 3. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, AND ELEVATIONS. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES UPON DISCOVERY. 4. ALL WORK SHALL BE DONE IN ACCORDANCE WITH LOCAL BUILDING CODES. COMPLIANCE WITH ALL APPLICABLE CODES WILL BE REQUIRED TO BE MET OR EXCEEDED. 5. REFER TO REFLECTED CEILING PLANS FOR CEILING HEIGHTS AND CEILING FINISHES. 6. REFER TO CODE PLANS FOR LOCATIONS OF RATED WALLS, SMOKE BARRIERS, FIRE EXTINGUISHER CABINETS, ETC. 7. REFER TO INTERIOR FINISH PLANS AND ROOM FINISH SCHEDULE FOR ROOM FINISHES. 8. REFER TO INTERIOR FURNITURE PLANS FOR FURNITURE/FIXTURE LAYOUT. 9. REFER TO SHEET G140 FOR TYPICAL MOUNTING ELEVATIONS. 10. ARCHITECTURAL FINISHED FLOOR ELEVATIONS ARE TO TOP OF CONCRETE SLAB OR TOPPING. 11. UNLESS NOTED OTHERWISE, ALL NON-RATED INTERIOR WALLS SHALL BE TYPE "S4", EXTENDING UP TO UNDERSIDE OF FLOOR OR ROOF ABOVE WITH MINERAL WOOL ACOUSTIC BATT INSULATION. SCRIBE GYPSUM BOARD TO IRREGULARITIES OF DECK ABOVE AND SEAL AROUND ALL PENETRATIONS WITH ACOUSTIC SEALANT. 12. PLAN DIMENSIONS ARE TO FINISHED SURFACE OF MASONRY WALLS, OR CENTERLINE OF STUDS AT METAL STUD INTERIOR WALLS, UNLESS NOTED OTHERWISE. REFER TO SHEET A602 CONSTRUCTION ASSEMBLY TYPES FOR MORE INFORMATION. 13. COORDINATE ALL LOCATIONS FOR IN-WALL BLOCKING AND/OR WALL BACKING FOR ITEMS SUCH AS TOILET ACCESSORIES, GRAB BARS, CASEWORK, WALL-MOUNTED FIXTURES, MARKER BOARDS, VISUAL DISPLAY BOARDS, AUDIO-VISUAL EQUIPMENT, HANDRAILS, ETC. INSTALL FIRE-RESISTIVE TREATED WOOD BLOCKING OR METAL BACKING PLATES IN METAL STUD PARTITIONS. 14. TRANSITIONS BETWEEN FINISH FLOOR ELEVATION(S) SHALL NOT EXCEED 1/2 INCH, UNLESS NOTED OTHERWISE. 15. PROVIDE 4 INCH HIGH CONCRETE HOUSEKEEPING PADS BELOW ALL FLOOR-MOUNTED INTERIOR MECHANICAL AND ELECTRICAL EQUIPMENT. VERIFY EXACT SIZES AND LOCATIONS WITH AFFECTED TRADES. 16. CONTRACTOR SHALL COORDINATE ALL REQUIRED FLOOR/WALL/ROOF PENETRATION SIZES AND LOCATIONS WITH ASSOCIATED TRADES PRIOR TO CUTTING. 17. CONTRACTOR SHALL INSTALL CONTINUOUS PERFORATED DRAIN TILE AROUND THE OUTSIDE PERIMETER OF BUILDING. REFER TO FOUNDATION DETAILS AND SPECIFICATION FOR MORE INFORMATION. SEE PLUMBING DRAWINGS FOR SUMP LOCATION. 18. INTERIOR ELEVATION MARKERS BASED ON PLAN NORTH DIRECTION 19. UNLESS NOTED OTHERWISE, ALL LOWER LEVEL WALLS TO BE TYPE "M8". A021 1/8" = 1'-0" 2 COVERED STAGE FLOOR PLAN ISSUE # DATE DESCRIPTION 02/16/2024 DEVELOPMENT SUBMITTAL Paul Michell License Number Date 61543 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Architect under the laws of the state of Minnesota 02/16/2024 699 1 A024 PAVILION ROOF 117' -6" PAVILION LEVEL 1 106' -6" 2 A024 3 A024 PAPBPCPDPE MP-1A FBR-1 MP-3 MP-1B OVERHEAD COILING DOOR AE03 11' - 0"5 A024 PAVILION ROOF 117' -6" PAVILION LEVEL 1 106' -6" P1P2P4P3 MP-1A FBR-1 MP-3 MP-1A AE03 R-1 5 A024 PAVILION ROOF 117' -6" PAVILION LEVEL 1 106' -6" 6 A024 P1 P2 P4P3 MP-1B FBR-1 MP-3 17' - 0"3' - 4"3' - 4"3' - 4"4' - 0"3' - 4"4' - 0"3' - 4" RECESS BRICK VENEER 1/2" 1 A024 PAVILION ROOF 117' -6" PAVILION LEVEL 1 106' -6" 2 A024 3 A024 PA PB PC PD PE MP-1B Architecture Interior Design Landscape Architecture Engineering 222 North Second Street Long & Kees Bldg Suite 101 Minneapolis, MN 55401 612.339.3752 www.bkvgroup.com © 2021 BKV Group SHEET NUMBER SHEET TITLE DRAWN BY CHECKED BY COMMISSION NUMBER PROJECT TITLE CONSULTANTS N O T FO R C O N S TR U C TIO N CERTIFICATION Autodesk Docs://2612-01 Chanhassen Civic Campus/2612-01 Chanhassen CC_AI_2023.rvt2/16/2024 12:12:18 PMAuthor Checker 2612-01 A023 PARK PAVILION EXTERIOR ELEVATIONS CHANHASSEN CIVIC CAMPUS A023 1/8" = 1'-0" 2 PAVILION EXTERIOR ELEVATION -EAST A023 1/8" = 1'-0" 1 PAVILION EXTERIOR ELEVATION -NORTH A023 1/8" = 1'-0" 3 PAVILION EXTERIOR ELEVATION -SOUTH A023 1/8" = 1'-0" 4 PAVILION EXTERIOR ELEVATION -WEST KEYNOTES - EXTERIOR ELEVATION AE03 PRE-FINISHED METAL COPING, COLOR: TBD EXTERIOR ELEVATION GENERAL NOTES 1. DO NOT SCALE THE DRAWINGS. WHERE DIMENSIONS ARE NOT PROVIDED OR ARE UNCLEAR, REQUEST CLARIFICATION FROM THE ARCHITECT. 2. REFER TO CIVIL DRAWINGS FOR GRADE ELEVATION AROUND THE PERIMETER OF THE BUILDING. 3. REFER TO STRUCTURAL DRAWINGS FOR FOOTING DEPTHS AND TYPES. 4. REFER TO PLUMBING DRAWINGS FOR LOCATIONS OF HOSE BIBS, ROOF OVERFLOW DRAINS, ETC. 5. REFER TO ELECTRICAL DRAWINGS FOR EXTERIOR LIGHT FIXTURE TYPES AND LOCATIONS. 6. REFER TO ARCHITECTURAL FLOOR PLANS AND WALL SECTIONS FOR WALL TYPES. ISSUE # DATE DESCRIPTION NORTHEAST PERSPECTIVE NORTH PERSPECTIVE Paul Michell License Number Date 61543 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Architect under the laws of the state of Minnesota 02/16/2024 ISSUE # DATE DESCRIPTION 02/16/2024 DEVELOPMENT SUBMITTAL STN-1 STONE VENEER MASONRY PAVILION -EXTERIOR ELEVATION MATERIAL LEGEND FBR-1 FACE BRICK -TAN MP-1A ACM PANEL MP-2 METAL CLADDING MP-3 METAL CLADDING CONC-1 CAST-IN-PLACE CONCRETE (B.O.D.: LONGBOARD, BLEND 4" & 6" V-GROOVE PLANK, LIGHT FIR) (B.O.D.: LONGBOARD, 4" CASTELLATION PLANK, SATIN BLACK) (B.O.D.: PAC-CLAD, ACM, METALLIC SILVER) (B.O.D.: READINGROCK, ROCKCAST, LILY WHITE BLEND, SLATE FINISH) (B.O.D.: SUMMIT BRICK, 751L DOVE, SIZE: MODULAR) SSR-1 STANDING SEAM METAL ROOF (B.O.D.: PAC-CLAD, SNAP-CLAD, SLATE GRAY) MP-4 METAL CLADDING (B.O.D.: LONGBOARD, PANELS, SATIN BLACK) 700 1 A402 2 A401 1 A401 3 A502 3 A502 11 33 55 66 77 A A B B G G F F H D D C C J J 2 A503 2 A503 2 A501 2 A501 1 A501 1 A501 1 A503 1 A503 2 A502 2 A502 1 A502 1 A502 3 A402 4 A402 A153 1 A710 3 A711 3 A701 3 5 A451 44 22 7 A451 3 A555 A151 14 STORAGE 002 BOILER/ SPRINKLER 001 ARCHIVE STOR. 003 STAIR A STA-0 ELEC 011 LOCKERS 005 RR 006 MUD ROOM 007 CORRIDOR 004 STAIR B STB-0 FACILITIES 010 GENERATOR 012 001002003 004.2006 007.1 005007.2010011012004.1RAMP UP000.1 4" C.I.P. CONC. CURB CI-16 E.7 CI-16 CI-16 0 M8 0 M8 1 M8 CI-16 CI-16 K 0.5 194' - 3 1/2" 87'-11" 88'-2" 88'-4" 88'-2"88'-2" 88'-2" 88'-2" 88'-2" 88'-2" 87'-11" 88'-4"88'-4" 87'-11" 87'-11" 88'-2" 88'-2" 88'-4" 87'-11" 87'-11" 88'-2" 88'-4" 88'-2" 88'-4" 88'-2" 88'-4" 88'-4" 88'-4" 88'-4" 88'-2" 88'-4" 0" 88'-4" 88'-4" 88'-4" 88'-8"88'-8"STB-0STA-0 1 M8 1 M8 1 M12 1 M12 1 M12 10' - 5"10' - 0"44' - 0"10' - 0"26' - 6"3' - 9 1/4"7' - 6"4' - 0"CURB 2' - 0" CLEAR 22' - 4"CURB 2' - 0" 88'-4"DRIVE AISLE24' - 0"DRIVE AISLE 24' - 8"DRIVE AISLE20' - 6"D.7 D.9 E.9 DRIVE AISLE 24' - 1 7/8" TYP. STALL WIDTH 10' - 0"9' - 0"9' - 0"9' - 0"9' - 0"16' - 5 1/2"30' - 2"22' - 2"7' - 6"18' - 0"27' - 10"14' - 2"122' - 8"16' - 4"29' - 0"23' - 0"10' - 6"27' - 6"16' - 4"194' - 3 1/2" 46' - 7 1/2"22' - 2"1' - 6"32' - 0"18' - 0"27' - 10"14' - 2"122' - 8"16' - 4"29' - 0"23' - 0"10' - 6"27' - 6"16' - 4"6%16%8%88'-11" 85'-9" 96'-6" CI-16 MPM-1 C-8 VMC-8 6 A554 CI-16 15.00° 4' - 3"21' - 0" 32' - 0"26' - 0" 32' - 0" 1' - 4" 7' - 6"15' - 0"8"14' - 5"9' - 2"6' - 8"25' - 4"1' - 0"13' - 0"21' - 0"1 M8 7' - 0"4' - 8"7' - 8"8"7' - 0"9' - 7 3/4"28' - 4"21' - 6 1/4"12' - 4"19' - 8 3/8"6' - 4"2' - 8"1' - 9 1/2"2' - 0"1' - 10"4' - 0"6' - 4" A07 3' - 4"4"4" 3' - 4" 1' - 4"3' - 4" 3' - 4" 4" 3' - 10" 4"6' - 4"1' - 4"2' - 8"3' - 4"1 M8 1 M8 0 M8 3' - 10"4' - 0" 0 M8 6' - 4"8" 88'-4" 0 M8 GARAGE 000 C-8C-8 19' - 1"8' - 11"28' - 7 53/64"VMS-6 87'-11" 88'-2" 88'-2" 88'-2" 87'-11"88'-2" 88'-2" A04 A04 A04 A04 A04 36 35 34 33 32 31 30 29 28 27 26 25 24 23 16 15 20 21 22 1918 131211109876 5 4 2 1 14 A05 A05 A05 A05 A05 A05 A05 22' - 0" TRENCH DRAIN 6 " A07 A07 A07 A07 A07A07 A07 FC-1 Architecture Interior Design Landscape Architecture Engineering TRUE NORTH PLAN NORTH 222 North Second Street Long & Kees Bldg Suite 101 Minneapolis, MN 55401 612.339.3752 www.bkvgroup.com © 2021 BKV Group SHEET NUMBER SHEET TITLE DRAWN BY CHECKED BY COMMISSION NUMBER PROJECT TITLE CONSULTANTS N O T FO R C O N S TR U C TIO N CERTIFICATION Autodesk Docs://2612-01 Chanhassen Civic Campus/2612-01 Chanhassen CC_AI_2023.rvt2/16/2024 12:02:54 PMAuthor Checker 2612-01 A100 LOWER LEVEL - FLOOR PLAN CHANHASSEN CIVIC CAMPUS KEYNOTES - ARCHITECTURAL A04 FOUNDATION PERIMETER DRAIN TILE A05 STEEL BOLLARD, TYP A07 FLOOR DRAIN, REFER TO PLUMB FLOOR PLAN GENERAL NOTES 1. GENERAL NOTES APPLY TO ALL DRAWING SHEETS. 2. DO NOT SCALE THE DRAWINGS. WHERE DIMENSIONS ARE NOT PROVIDED OR ARE UNCLEAR, REQUEST CLARIFICATION FROM THE ARCHITECT. 3. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, AND ELEVATIONS. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES UPON DISCOVERY. 4. ALL WORK SHALL BE DONE IN ACCORDANCE WITH LOCAL BUILDING CODES. COMPLIANCE WITH ALL APPLICABLE CODES WILL BE REQUIRED TO BE MET OR EXCEEDED. 5. REFER TO REFLECTED CEILING PLANS FOR CEILING HEIGHTS AND CEILING FINISHES. 6. REFER TO CODE PLANS FOR LOCATIONS OF RATED WALLS, SMOKE BARRIERS, FIRE EXTINGUISHER CABINETS, ETC. 7. REFER TO INTERIOR FINISH PLANS AND ROOM FINISH SCHEDULE FOR ROOM FINISHES. 8. REFER TO INTERIOR FURNITURE PLANS FOR FURNITURE/FIXTURE LAYOUT. 9. REFER TO SHEET G140 FOR TYPICAL MOUNTING ELEVATIONS. 10. ARCHITECTURAL FINISHED FLOOR ELEVATIONS ARE TO TOP OF CONCRETE SLAB OR TOPPING. 11. UNLESS NOTED OTHERWISE, ALL NON-RATED INTERIOR WALLS SHALL BE TYPE "S4", EXTENDING UP TO UNDERSIDE OF FLOOR OR ROOF ABOVE WITH MINERAL WOOL ACOUSTIC BATT INSULATION. SCRIBE GYPSUM BOARD TO IRREGULARITIES OF DECK ABOVE AND SEAL AROUND ALL PENETRATIONS WITH ACOUSTIC SEALANT. 12. PLAN DIMENSIONS ARE TO FINISHED SURFACE OF MASONRY WALLS, OR CENTERLINE OF STUDS AT METAL STUD INTERIOR WALLS, UNLESS NOTED OTHERWISE. REFER TO SHEET A602 CONSTRUCTION ASSEMBLY TYPES FOR MORE INFORMATION. 13. COORDINATE ALL LOCATIONS FOR IN-WALL BLOCKING AND/OR WALL BACKING FOR ITEMS SUCH AS TOILET ACCESSORIES, GRAB BARS, CASEWORK, WALL-MOUNTED FIXTURES, MARKER BOARDS, VISUAL DISPLAY BOARDS, AUDIO-VISUAL EQUIPMENT, HANDRAILS, ETC. INSTALL FIRE-RESISTIVE TREATED WOOD BLOCKING OR METAL BACKING PLATES IN METAL STUD PARTITIONS. 14. TRANSITIONS BETWEEN FINISH FLOOR ELEVATION(S) SHALL NOT EXCEED 1/2 INCH, UNLESS NOTED OTHERWISE. 15. PROVIDE 4 INCH HIGH CONCRETE HOUSEKEEPING PADS BELOW ALL FLOOR-MOUNTED INTERIOR MECHANICAL AND ELECTRICAL EQUIPMENT. VERIFY EXACT SIZES AND LOCATIONS WITH AFFECTED TRADES. 16. CONTRACTOR SHALL COORDINATE ALL REQUIRED FLOOR/WALL/ROOF PENETRATION SIZES AND LOCATIONS WITH ASSOCIATED TRADES PRIOR TO CUTTING. 17. CONTRACTOR SHALL INSTALL CONTINUOUS PERFORATED DRAIN TILE AROUND THE OUTSIDE PERIMETER OF BUILDING. REFER TO FOUNDATION DETAILS AND SPECIFICATION FOR MORE INFORMATION. SEE PLUMBING DRAWINGS FOR SUMP LOCATION. 18. INTERIOR ELEVATION MARKERS BASED ON PLAN NORTH DIRECTION 19. UNLESS NOTED OTHERWISE, ALL LOWER LEVEL WALLS TO BE TYPE "M8". A100 1/8" = 1'-0" 1 LOWER LEVEL FLOOR PLAN -CITY HALL LOWER LEVEL (CIVIL 970.83= ARCH 88'-4") LEVEL 1 (CIVIL 982.5' = ARCH 100'-0") SCHEDULE - TOILET & BATH ACCESSORIES KEYNOTE DESCRIPTION NOTES T1 ELECTRIC HAND DRYER T2 AUTO PAPER TOWEL DISPENSER_WASTE RECEPTACLE (ASI-646924A) T3 DOUBLE-ROLL TOILET TISSUE DISPENSER T5 SANITARY NAPKIN DISPOSAL T7 TRANSFER TYPE SHOWER GRAB BAR - 36" @ CONTROL WALL, 18" FROM CONTROL WALL ALONG BACK WALL T10 BABY CHANGING STATION T13 GRAB BAR - 42" T14 GRAB BAR - 18" T15 GRAB BAR - 36" T24 FOLDING ADA SHOWER BENCH T25 42"Wx21"Hx20"D ADA LOCKER BENCH SCHEDULE - EQUIPMENT NO. DESCRIPTION MANUF. MODEL NOTES E1 30" INDUCTION RANGE KITCHENAID KSIS730PSS OFOI E2 30" RANGE HOOD PROLINE PLJW 185.30 OFOI E3 36" FRENCH DOOR REFRIGERATOR - - OFOI E4 WALL OVEN OFOI E5 COFFEE MAKER - PLUMBED - - OFOI E6 ACCESSIBLE HEIGHT DISHWASHER - - OFOI E7 COUNTER MICROWAVE - 3300 OFOI E8 24" WIDE UNDERCOUNTER REFRIGERATOR - - OFOI E9 UNDER COUNTER ICE MAKER FOLLETT E7UC100A OFOI E10 MULTI-FUNCTION PRINTER - - OFOI E12 24-INCH LE METAL LOCKER Spacesaver Corp - NIC E27 WALL-MOUNTED DISPLAY - - <varies> E30 VENDING MACHINE Generic Generic OFOI ISSUE # DATE DESCRIPTION 01/24/2024 BID PACKAGE 1 02/16/2024 DEVELOPMENT SUBMITTAL Paul Michell License Number Date 61543 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Architect under the laws of the state of Minnesota 02/16/2024 701 2 A402 1 A402 2 A401 1 A401 3 A502 3 A502 11 33 55 66 77 A A B GF F H H EC C J J 2 A503 2 A503 2 A501 2 A501 1 A501 1 A501 1 A503 1 A503 2 A502 2 A502 1 A502 1 A502 A803 A803 3 A803 1 A803 6 A803 A801 1 A804 5 4 A80318 A803 1415 11 A804 3 2 3 A402 4 A402 A710 2 A711 2 A152 6 A152 1 A151 1 A152 11 A701 2 5 A451 6 A451 44 2 2 8 5 2 A803 A803 4 A802 4 A801 2 1 7 A451 7 9 10 4 A555 1 A551 OPEN TO RAMP BELOW VESTIBULE 102 LOBBY 101 WORK RM 111 CONFERENCE 110 STORAGE 112 ELEC 113 STAIR A STA-1 OFFICE 114 OFFICE 115 OFFICE 116 CLASSROOM 148 CONFERENCE 149 COMMUNITY ROOM 143 OFFICE 151 CORRIDOR 109 KITCHEN 150 110.2143.3113112 STA-1.1 111STA-1.2VESTIBULE 103 OPEN OFFICE 106 COPY/ MAIL 108 OFFICE 107 OFFICE 119 OFFICE 118 OFFICE 117 CONFERENCE 121 OFFICE 122 CONFERENCE 127 STORAGE 129 DATA 129A RR 126 RR 125 OPEN OFFICE 128 SHARED OFFICE 131 OFFICE 132 OFFICE 133INTERVIEW 134 STAIR B STB-1 STORAGE 124 VESTIBULE 100 TABLE STOR. 136 TRAINING ROOM 135 ELECTION STOR. 137 FAMILY RR 138 ELEC/AV 139 MEN'S RESTROOM 141 WOMEN'S RESTROOM 140 CLASSROOM 146 RR 145 RR 144 JAN. 142 STOR. 147 SERVICE COUNTER 105 RECEPTION 101A CORRIDOR 104 OPEN OFFICE 120 HUDDLE 123 PUBLIC STAIR STC-1 147145108105130 129 128.1134.1 134.2125126124100.2 100.1 136135.1137.2139138140141103.2103.1144142 128.2 A8014 3 13 149110.1137.1 STB-1.2127.1129ARR 130 143.2143.1A802 1 A802 2 12 A712 05 000.1 ROOF OVERHEADROOF OVERHEADROOF OVERHEAD ROOF OVERHEADRO OF O VE RH E AD ROOF OVERHEAD102.2 B.7 D.3 D.6 E.3 E.7 E.2 E.8 F.7 17 S6 T4T4 T4 T4 T4 T4 S6T4 T4 S6 S6 T4 S6 T3 15.00° K 0.5 0.5 3 A03 TYP1' - 2"(8) BOLLARDS REFER TO /4 A015 A02 A02 4 A451 SF-8 SF-9 SF-11 SF-12 SF-11 SF-8 SF-10 SF-9 SF-8 SF-7 SF-2 SF-1 SF-19SF-13 SF-11 SF-11 SF-11 SF-11 SF-11 9"10' - 10"6' - 4"11' - 3"9' - 7"1' - 8"13' - 11"F.O.SHTG9"5' - 4 1/8"7' - 0"15' - 1 7/8"3 A451 SF-60 SF-61 GW-68 GW-65 SF-51 SF-50 SF-54 SF-55 SF-59 SF-58 SF-52 148146ALIGN FURRING @ COLUMN T4 A8026 7' - 2"8' - 10" T4 4"5' - 0"4' - 8"4' - 9" FIN.13' - 1"A8025ROOF OVERHEADE.9 T4 T48%16%4' - 0"21' - 0" OPEN ABOVE OPEN ABOVE OPEN ABOVE OPEN ABOVE 16' - 5 1/2"38' - 10"13' - 6"7' - 6"14' - 1"25' - 2"36' - 9"6' - 7"35' - 5" 194' - 3 1/2"122' - 8"16' - 4"29' - 0"23' - 0"10' - 6"27' - 6"16' - 4"194' - 3 1/2" 16' - 5 1/2"30' - 2"22' - 2"1' - 6"4' - 11"21' - 0"5' - 3"22' - 9"28' - 1"27' - 10"14' - 2" 0 M8 M12 1 M12 T4 T4 3%STB1.13 1/2"5" 11' - 1" 6 A554 1' - 2"2' - 0"56' - 4"13' - 0"F.O.SHTG9"F.O.SHTG 9"F.O.SHTG9"8' - 4 3/4"F.O.CMU 9"F.O.CMU9"12' - 7"F.O.SHTG9"F.O.SHTG 9" 11' - 11"6' - 1"9' - 0" 7' - 11" SA4F.O.SHTG1' - 0 5/8"105.2 10' - 5"2' - 11" 2' - 7 1/2"5' - 6"15' - 2"9" 1' - 1 1/2"2' - 8" 9"14' - 2"4' - 4"3' - 1"8 1/2"11' - 3"9' - 7"1' - 8"13' - 11"F.O.SHTG9"10"10' - 6"1' - 0" 3' - 0 1/2"8' - 0 1/4"6" 3' - 8" T4T4 T4T4 4"6' - 8"8' - 7"14' - 5 1/2"9' - 6" A152 16 T2ALIGN2' - 8"1' - 0" T4 T4 A23 A07 1' - 0" 11"11' - 1" T1 T1 7' - 10"T2 2' - 7"1' - 7" 4 1/2"ALIGNT4 11' - 5 1/4"1' - 8"4' - 0"1' - 8"4' - 0"2' - 8"14' - 7 1/2"7 1/2"SA4 ALIGN ALIGN9"5"9"4"17' - 0" SF-56 SF-57 4"16' - 6" 8"5' - 8" 6' - 6"6' - 6"1' - 8"6' - 6"1' - 8"4' - 0"1' - 8"4' - 0"16 1' - 3" T4 T3T3 T4 T4 ALIGN 9"ALIGN 9"6 1/2"13' - 1 7/8"10"135.2VMS-6 6' - 0"4' - 0"6' - 0"4' - 3"4' - 1"10' - 0"2' - 0"6' - 0"10' - 0"4' - 0"8"6' - 7"7"6' - 0"2' - 0"4' - 0"6' - 0"6' - 0"2' - 0"6' - 0"2' - 10"4' - 0"2' - 0"4' - 0"2' - 0"4' - 0"8' - 0"4' - 0"2' - 0"4' - 0"8' - 11 1/4" FBM-8 MSB-8 VMS-6 VMB-12 FBM-12 VMS-6 MSS-6 VMS-6 VMS-6 VMS-6 VMS-6VMS-6 A06 4' - 2"SF-14 A802 7 VMC-16 VMC-8 SF-15 SF-16 10"102.1 FIN 4' - 0"4' - 0"11' - 0"A11 5' - 0"8' - 5" A11 2' - 6" T4 T4T4 T4T4 SF-17 10' - 0"9"114 115 116 119 118 117 121 122 107.11311321335' - 8"2' - 6"107.2 127.2GW-68 16' - 6"4"3' - 8"FIN1' - 4"1' - 2 5/8"FIN 1' - 1"FIN 2' - 1 1/2" T1 T1 151 8"5' - 6"2' - 0"4' - 0"SF-56 Architecture Interior Design Landscape Architecture Engineering TRUE NORTH PLAN NORTH 222 North Second Street Long & Kees Bldg Suite 101 Minneapolis, MN 55401 612.339.3752 www.bkvgroup.com © 2021 BKV Group SHEET NUMBER SHEET TITLE DRAWN BY CHECKED BY COMMISSION NUMBER PROJECT TITLE CONSULTANTS N O T FO R C O N S TR U C TIO N CERTIFICATION Autodesk Docs://2612-01 Chanhassen Civic Campus/2612-01 Chanhassen CC_AI_2023.rvt2/16/2024 12:03:27 PMAuthor Checker 2612-01 A101 LEVEL 1 - FLOOR PLAN CHANHASSEN CIVIC CAMPUS KEYNOTES - ARCHITECTURAL A02 WALL-MOUNTED KNOX BOX LOCATION A03 6 INCH DIAMETER CONCRETE FILLED STEEL PIPE BOLLARD WITH PLASTIC COVER A06 MANUAL OPERABLE PARTITION, SEE BID ALTERNATES. A07 FLOOR DRAIN, REFER TO PLUMB A11 FLOOR BOX LOCATION FOR PODIUM CONNECTION, REFER TO ELEC./TECH. A23 24"x24" MOP SINK AND FAUCET, REFER TO PLUMBING. FLOOR PLAN GENERAL NOTES 1. GENERAL NOTES APPLY TO ALL DRAWING SHEETS. 2. DO NOT SCALE THE DRAWINGS. WHERE DIMENSIONS ARE NOT PROVIDED OR ARE UNCLEAR, REQUEST CLARIFICATION FROM THE ARCHITECT. 3. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, AND ELEVATIONS. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES UPON DISCOVERY. 4. ALL WORK SHALL BE DONE IN ACCORDANCE WITH LOCAL BUILDING CODES. COMPLIANCE WITH ALL APPLICABLE CODES WILL BE REQUIRED TO BE MET OR EXCEEDED. 5. REFER TO REFLECTED CEILING PLANS FOR CEILING HEIGHTS AND CEILING FINISHES. 6. REFER TO CODE PLANS FOR LOCATIONS OF RATED WALLS, SMOKE BARRIERS, FIRE EXTINGUISHER CABINETS, ETC. 7. REFER TO INTERIOR FINISH PLANS AND ROOM FINISH SCHEDULE FOR ROOM FINISHES. 8. REFER TO INTERIOR FURNITURE PLANS FOR FURNITURE/FIXTURE LAYOUT. 9. REFER TO SHEET G140 FOR TYPICAL MOUNTING ELEVATIONS. 10. ARCHITECTURAL FINISHED FLOOR ELEVATIONS ARE TO TOP OF CONCRETE SLAB OR TOPPING. 11. UNLESS NOTED OTHERWISE, ALL NON-RATED INTERIOR WALLS SHALL BE TYPE "S4", EXTENDING UP TO UNDERSIDE OF FLOOR OR ROOF ABOVE WITH MINERAL WOOL ACOUSTIC BATT INSULATION. SCRIBE GYPSUM BOARD TO IRREGULARITIES OF DECK ABOVE AND SEAL AROUND ALL PENETRATIONS WITH ACOUSTIC SEALANT. 12. PLAN DIMENSIONS ARE TO FINISHED SURFACE OF MASONRY WALLS, OR CENTERLINE OF STUDS AT METAL STUD INTERIOR WALLS, UNLESS NOTED OTHERWISE. REFER TO SHEET A602 CONSTRUCTION ASSEMBLY TYPES FOR MORE INFORMATION. 13. COORDINATE ALL LOCATIONS FOR IN-WALL BLOCKING AND/OR WALL BACKING FOR ITEMS SUCH AS TOILET ACCESSORIES, GRAB BARS, CASEWORK, WALL-MOUNTED FIXTURES, MARKER BOARDS, VISUAL DISPLAY BOARDS, AUDIO-VISUAL EQUIPMENT, HANDRAILS, ETC. INSTALL FIRE-RESISTIVE TREATED WOOD BLOCKING OR METAL BACKING PLATES IN METAL STUD PARTITIONS. 14. TRANSITIONS BETWEEN FINISH FLOOR ELEVATION(S) SHALL NOT EXCEED 1/2 INCH, UNLESS NOTED OTHERWISE. 15. PROVIDE 4 INCH HIGH CONCRETE HOUSEKEEPING PADS BELOW ALL FLOOR-MOUNTED INTERIOR MECHANICAL AND ELECTRICAL EQUIPMENT. VERIFY EXACT SIZES AND LOCATIONS WITH AFFECTED TRADES. 16. CONTRACTOR SHALL COORDINATE ALL REQUIRED FLOOR/WALL/ROOF PENETRATION SIZES AND LOCATIONS WITH ASSOCIATED TRADES PRIOR TO CUTTING. 17. CONTRACTOR SHALL INSTALL CONTINUOUS PERFORATED DRAIN TILE AROUND THE OUTSIDE PERIMETER OF BUILDING. REFER TO FOUNDATION DETAILS AND SPECIFICATION FOR MORE INFORMATION. SEE PLUMBING DRAWINGS FOR SUMP LOCATION. 18. INTERIOR ELEVATION MARKERS BASED ON PLAN NORTH DIRECTION 19. UNLESS NOTED OTHERWISE, ALL LOWER LEVEL WALLS TO BE TYPE "M8". A101 1/8" = 1'-0" 1 LEVEL 1 FLOOR PLAN -CITY HALL LEVEL 1 (CIVIL 982.5' = ARCH 100'-0") SCHEDULE - TOILET & BATH ACCESSORIES KEYNOTE DESCRIPTION NOTES T1 ELECTRIC HAND DRYER T2 AUTO PAPER TOWEL DISPENSER_WASTE RECEPTACLE (ASI-646924A) T3 DOUBLE-ROLL TOILET TISSUE DISPENSER T5 SANITARY NAPKIN DISPOSAL T7 TRANSFER TYPE SHOWER GRAB BAR - 36" @ CONTROL WALL, 18" FROM CONTROL WALL ALONG BACK WALL T10 BABY CHANGING STATION T13 GRAB BAR - 42" T14 GRAB BAR - 18" T15 GRAB BAR - 36" T24 FOLDING ADA SHOWER BENCH T25 42"Wx21"Hx20"D ADA LOCKER BENCH SCHEDULE - EQUIPMENT NO. DESCRIPTION MANUF. MODEL NOTES E1 30" INDUCTION RANGE KITCHENAID KSIS730PSS OFOI E2 30" RANGE HOOD PROLINE PLJW 185.30 OFOI E3 36" FRENCH DOOR REFRIGERATOR - - OFOI E4 WALL OVEN OFOI E5 COFFEE MAKER - PLUMBED - - OFOI E6 ACCESSIBLE HEIGHT DISHWASHER - - OFOI E7 COUNTER MICROWAVE - 3300 OFOI E8 24" WIDE UNDERCOUNTER REFRIGERATOR - - OFOI E9 UNDER COUNTER ICE MAKER FOLLETT E7UC100A OFOI E10 MULTI-FUNCTION PRINTER - - OFOI E12 24-INCH LE METAL LOCKER Spacesaver Corp - NIC E27 WALL-MOUNTED DISPLAY - - <varies> E30 VENDING MACHINE Generic Generic OFOI ISSUE # DATE DESCRIPTION 01/24/2024 BID PACKAGE 1 02/16/2024 DEVELOPMENT SUBMITTAL Paul Michell License Number Date 61543 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Architect under the laws of the state of Minnesota 02/16/2024 702 2 A402 1 A402 2 A401 1 A401 3 A502 3 A502 11 33 55 66 77 A A B B GF F HED D C C J J 2 A503 2 A503 2 A501 2 A501 1 A501 1 A501 1 A503 1 A503 2 A502 2 A502 1 A502 1 A502 A801 1 3 A402 4 A402 A154 1 A711 1 A153 6 A701 1 A153 11 A153 16 A153 21 A710 1 A804 8 11 A154 A80515 14 13 A805 11 12 A8052 1 3 6 A451 44 22 A804 10 A80412 A804 A805 7 A8046 A802 4 A801 2 7 A451 13 3 A555 4 A555 1 A551 STORAGE 210 OFFICE 221 OFFICE 230 OFFICE 229 STORAGE 236 OFFICE 220 WORK RM 219 OFFICE 222 OFFICE 223 COPY/MAIL 218 MECH 215 SERVER 226 OFFICE 228 STORAGE 227STAIR A STA-2 STOR. 224 ALCOVE 216 OPEN TO BELOW OPEN TO BELOW 219217 STA-2225 226224227236214209.1215BREAK 209 SESSION CONF. 202 AV/STOR 205 RR 204 JAN. 206 OFFICE 240 OFFICE 232 OFFICE 248 OFFICE 231 OFFICE 239 OFFICE 238 OFFICE 250 RR 244 ADMIN CONF 252 PLOTTER 246 RR 208 OFFICE 249 OFFICE 233 RR 212 INTRV/CONF 251 RR 243 STAIR B STB-2 RR 207 BREAK 245 CORRIDOR 200 OPEN TO BELOW OPEN TO BELOW CORRIDOR 203 CONFERENCE 235 HUDDLE 234 STORAGE 242 HUDDLE 241 OPEN OFFICE 225 OPEN OFFICE 237 OPEN OFFICE 247 209.2 210212206 242244243245202.1204205203.2 251.1208207200A8014 3 8 A1547 A80415 A804 A805 8A80416 A805 4 A802 1 A802 2 6 5 9 9 17 OPEN OFFICE 217 209.3202.2 A712 04ROOF OVERHEADROOF OVERHEADOPEN TO BELOW235 B.7 D.3 D.6 E.3 E.7 E.2 E.8 F.7 VESTIBULE BELOW VESTIBULE BELOW 10.00°15.00°15.00°10 7 K K 0.5 0.5 3 SB1 WELLNESS 214 CW -14 CW-2 CW-3CW-4 CW -5 CW -6 CW -7 CW -8 CW -9 CW-10 CW -11 CW -12 CW -13 SF-22 SF-23 SF-25 SF-41 SF-38SF-32SF-30 SF-27 CW -1 1 M8 1 S6 1 S6 1 S61 S6 1 S6 T3 T4 T4 T4 T4 S6 T4 T4 S6 S6 T4 T4 T4 T4 S6 S6 T4T4 T4 S6 T3 S6 S6 S6 S6 T6 T4 SB1 SB1 T4 T4 S6 T4 3.00°AHU SEE MECH. ALIGN CW -16CW-17 GW-78GW-77 GW-76 GW -84 GW -85 SHIPS LADDER TERRACE TERRACE A8026 201.12' - 0"5' - 2"A8025 3 CANOPY BELOW R-3FIN10 1/2"FIN10 1/2"STB-23' - 5"3' - 5"4' - 11"9"A4 A4 7' - 7 1/4"4' - 10" 10" E30 T4 17 18 16 1' - 1 3/8"16' - 4"2' - 0"5' - 6" SF-24 F.O.SHTG 3 5/8"F.O.SHTG1' - 0 5/8"16' - 4"29' - 0"23' - 0"10' - 6"27' - 6"16' - 4"16' - 5 1/2"30' - 2"22' - 2"6' - 5"21' - 0"5' - 3"22' - 9"10' - 1"18' - 0"27' - 10"14' - 2"F.O.SHTG9"F.O.SHTG1' - 2"F.O.SHTG 1' - 0" 7' - 6" CLR 3' - 7" 2' - 0"12' - 0 3/4" T4 COUNCIL CHAMBERS 201 SA4 10"5' - 11"9' - 6"9"2' - 0"2' - 8"1' - 0" T2ALIGN 7' - 0"8' - 7"ALIGN6"11 3/4"3"T4 FIN 2' - 8" R-44"6' - 4"7' - 8"11' - 3"9"1' - 2"9' - 4"6' - 3"F.O. SHTG9"3"10' - 9"10' - 2"6' - 7"3' - 8"11' - 11"F.O.SHTG9"16' - 9 1/2"14' - 4"3' - 2"8' - 2 1/2"7' - 10"7' - 3"12' - 0" F.O. SHTG 9"1' - 10"15' - 1"3' - 5"2' - 0"10' - 11"14 1' - 8"12' - 3"1' - 1 57/256"7' - 4"4 ' - 0 "2 ' - 0 "4 ' - 0 "2 ' - 0 "4 ' - 0 "2 ' - 0 "3' - 11 7/8"2' - 6"4' - 0"2' - 0"16' - 0"2' - 0"4' - 0"2' - 0"5.00° 2' - 11 17/256" 4' - 0 1/2"7' - 2"2' - 2" T4 T4 1' - 3"4' - 6 1/4"ALIGN 11' - 0"1' - 0"8' - 4"3' - 0"5' - 8"ALIGN9' - 6"3" 1' - 0"9' - 2"8' - 10"9"1' - 0 5/8" 10' - 6"10' - 6" 1' - 0"11' - 3"9' - 7"1' - 8"13' - 11"F.O.SHTG9"T4 T4 8 3/8" E27 T1 T3 FIN1' - 8"FIN 1' - 5" 4' - 10 1/2"4' - 0"5' - 8" F.O.SHTG 9"4"ALIGN 1' - 1 11/16"ALIGN 1' - 2"1' - 8"SF-40 1' - 8"26' - 4"35' - 1" E.O.S.2" E.O.S.13' - 1"12' - 1" E.O.S. 7' - 6" E.O.S. EOS 1' - 4"88.00°88.00°5.00°A08 MPS-6VMS-6 VMS-6MPS-6 MPS-6 MPS-6 VMS-6 MSS-6 MSS-6 MSS-6MSS-6MSS-6 MSS-6 VMS-6 MSS-6 MSS-6 MPS-6 VMS-6 VMB-12 MPS-6 MPS-6 VMS-6 MPS-6MPS-6MPS-6 5 A401 6 A401 7 A401 SF-31SF-29 SF-28 SF-26 R-5 R-4 2 A671 8 A850 8 A850 1 A850 1 A850 1 A850 1 A850 R-4 5' - 0"1 4 0 .0 0 °11"A154 4 T4 T4 A155 2 A1553 A155 9 A155 8 A155 10 A155 11 A155 12 A155 7 A155 1 A155 6 A155 5 A155 42' - 8"3' - 4"230229.2 223 222 221 220 2' - 3" FINFIN 1' - 1" T4 T4 229.1 228 231 232 233 240 239 238 249248250251.2252.1252.2 T4 Architecture Interior Design Landscape Architecture Engineering TRUE NORTH PLAN NORTH 222 North Second Street Long & Kees Bldg Suite 101 Minneapolis, MN 55401 612.339.3752 www.bkvgroup.com © 2021 BKV Group SHEET NUMBER SHEET TITLE DRAWN BY CHECKED BY COMMISSION NUMBER PROJECT TITLE CONSULTANTS N O T FO R C O N S TR U C TIO N CERTIFICATION Autodesk Docs://2612-01 Chanhassen Civic Campus/2612-01 Chanhassen CC_AI_2023.rvt2/16/2024 12:03:39 PMAuthor Checker 2612-01 A102 LEVEL 2 - FLOOR PLAN CHANHASSEN CIVIC CAMPUS KEYNOTES - ARCHITECTURAL A08 DRINKING FOUNTAIN, SEE PLUMBING FLOOR PLAN GENERAL NOTES 1. GENERAL NOTES APPLY TO ALL DRAWING SHEETS. 2. DO NOT SCALE THE DRAWINGS. WHERE DIMENSIONS ARE NOT PROVIDED OR ARE UNCLEAR, REQUEST CLARIFICATION FROM THE ARCHITECT. 3. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, AND ELEVATIONS. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES UPON DISCOVERY. 4. ALL WORK SHALL BE DONE IN ACCORDANCE WITH LOCAL BUILDING CODES. COMPLIANCE WITH ALL APPLICABLE CODES WILL BE REQUIRED TO BE MET OR EXCEEDED. 5. REFER TO REFLECTED CEILING PLANS FOR CEILING HEIGHTS AND CEILING FINISHES. 6. REFER TO CODE PLANS FOR LOCATIONS OF RATED WALLS, SMOKE BARRIERS, FIRE EXTINGUISHER CABINETS, ETC. 7. REFER TO INTERIOR FINISH PLANS AND ROOM FINISH SCHEDULE FOR ROOM FINISHES. 8. REFER TO INTERIOR FURNITURE PLANS FOR FURNITURE/FIXTURE LAYOUT. 9. REFER TO SHEET G140 FOR TYPICAL MOUNTING ELEVATIONS. 10. ARCHITECTURAL FINISHED FLOOR ELEVATIONS ARE TO TOP OF CONCRETE SLAB OR TOPPING. 11. UNLESS NOTED OTHERWISE, ALL NON-RATED INTERIOR WALLS SHALL BE TYPE "S4", EXTENDING UP TO UNDERSIDE OF FLOOR OR ROOF ABOVE WITH MINERAL WOOL ACOUSTIC BATT INSULATION. SCRIBE GYPSUM BOARD TO IRREGULARITIES OF DECK ABOVE AND SEAL AROUND ALL PENETRATIONS WITH ACOUSTIC SEALANT. 12. PLAN DIMENSIONS ARE TO FINISHED SURFACE OF MASONRY WALLS, OR CENTERLINE OF STUDS AT METAL STUD INTERIOR WALLS, UNLESS NOTED OTHERWISE. REFER TO SHEET A602 CONSTRUCTION ASSEMBLY TYPES FOR MORE INFORMATION. 13. COORDINATE ALL LOCATIONS FOR IN-WALL BLOCKING AND/OR WALL BACKING FOR ITEMS SUCH AS TOILET ACCESSORIES, GRAB BARS, CASEWORK, WALL-MOUNTED FIXTURES, MARKER BOARDS, VISUAL DISPLAY BOARDS, AUDIO-VISUAL EQUIPMENT, HANDRAILS, ETC. INSTALL FIRE-RESISTIVE TREATED WOOD BLOCKING OR METAL BACKING PLATES IN METAL STUD PARTITIONS. 14. TRANSITIONS BETWEEN FINISH FLOOR ELEVATION(S) SHALL NOT EXCEED 1/2 INCH, UNLESS NOTED OTHERWISE. 15. PROVIDE 4 INCH HIGH CONCRETE HOUSEKEEPING PADS BELOW ALL FLOOR-MOUNTED INTERIOR MECHANICAL AND ELECTRICAL EQUIPMENT. VERIFY EXACT SIZES AND LOCATIONS WITH AFFECTED TRADES. 16. CONTRACTOR SHALL COORDINATE ALL REQUIRED FLOOR/WALL/ROOF PENETRATION SIZES AND LOCATIONS WITH ASSOCIATED TRADES PRIOR TO CUTTING. 17. CONTRACTOR SHALL INSTALL CONTINUOUS PERFORATED DRAIN TILE AROUND THE OUTSIDE PERIMETER OF BUILDING. REFER TO FOUNDATION DETAILS AND SPECIFICATION FOR MORE INFORMATION. SEE PLUMBING DRAWINGS FOR SUMP LOCATION. 18. INTERIOR ELEVATION MARKERS BASED ON PLAN NORTH DIRECTION 19. UNLESS NOTED OTHERWISE, ALL LOWER LEVEL WALLS TO BE TYPE "M8". A102 1/8" = 1'-0" 1 LEVEL 2 FLOOR PLAN -CITY HALL SCHEDULE - TOILET & BATH ACCESSORIES KEYNOTE DESCRIPTION NOTES T1 ELECTRIC HAND DRYER T2 AUTO PAPER TOWEL DISPENSER_WASTE RECEPTACLE (ASI-646924A) T3 DOUBLE-ROLL TOILET TISSUE DISPENSER T5 SANITARY NAPKIN DISPOSAL T7 TRANSFER TYPE SHOWER GRAB BAR - 36" @ CONTROL WALL, 18" FROM CONTROL WALL ALONG BACK WALL T10 BABY CHANGING STATION T13 GRAB BAR - 42" T14 GRAB BAR - 18" T15 GRAB BAR - 36" T24 FOLDING ADA SHOWER BENCH T25 42"Wx21"Hx20"D ADA LOCKER BENCH SCHEDULE - EQUIPMENT NO. DESCRIPTION MANUF. MODEL NOTES E1 30" INDUCTION RANGE KITCHENAID KSIS730PSS OFOI E2 30" RANGE HOOD PROLINE PLJW 185.30 OFOI E3 36" FRENCH DOOR REFRIGERATOR - - OFOI E4 WALL OVEN OFOI E5 COFFEE MAKER - PLUMBED - - OFOI E6 ACCESSIBLE HEIGHT DISHWASHER - - OFOI E7 COUNTER MICROWAVE - 3300 OFOI E8 24" WIDE UNDERCOUNTER REFRIGERATOR - - OFOI E9 UNDER COUNTER ICE MAKER FOLLETT E7UC100A OFOI E10 MULTI-FUNCTION PRINTER - - OFOI E12 24-INCH LE METAL LOCKER Spacesaver Corp - NIC E27 WALL-MOUNTED DISPLAY - - <varies> E30 VENDING MACHINE Generic Generic OFOI ISSUE # DATE DESCRIPTION 01/24/2024 BID PACKAGE 1 02/16/2024 DEVELOPMENT SUBMITTAL Paul Michell License Number Date 61543 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Architect under the laws of the state of Minnesota 02/16/2024 703 LEVEL 1 100' -0" LEVEL 2 114' -0" ROOF BEARING 128' -0" LOWER LEVEL 88' -4" A B GF HEDC J 2 A503 1 A503 2 A502 1 A502 MP-2 MP-1A STN-1 MP-2 MP-1A MP-3 MP-1A STN-1MP-3MP-4 MP-3 STN-1 MP-4 MP-2 D.6 F.7 MP-3MP-1A MP-1A MP-1A MP-5 MP-5 MP-5 MP-1A MP-1A MP-3 MP-1A MP-2 MP-1A AE03 AE06AE03AE03AE07AE06 AE08 AE10 AE04 AE05 AE02 SF-43 SF-44 SF-23 SF-24 SF-8 SF-9 SF-11 SF-12 SF-11 SF-8 SF-10 SF-9 SF-8 SF-25 SF-7 SF-6 CW -12 CW-11 CW-10 CW-9 CW -3 MP-1B SF-2 AE01 SF-5SF-3SF-3 R03 R03R03 R03 R03 MP-2 MP-3 MP-3 MP-4 A451 3 AE23 MP-2 MP-2 6 A672 1 A674 AE2814' - 0"14' - 0"11' - 8"14' - 0"14' - 0"11' - 8"CLOCK TOWER35' - 0"LEVEL 1 100' -0" LEVEL 2 114' -0" ROOF BEARING 128' -0" LOWER LEVEL 88' -4" ABGFHDCJ 2 A503 2 A502 1 A502 MP-1A STN-1 STN-1 STN-1 MP-1A MP-1A MP-1A STN-1 28' - 6 3/8"16' - 0"16' - 0"16' - 0" D.6 MP-1A 23' - 9" AE02 AE09 AE17 AE06 AE09 AE19 AE20 AE18 AE208"8"8"1' - 4"SF-45 CW -14 SF-38 SF-19 SF-18 SF-31 SF-15 SF-13 SF-29 SF-46 SF-37 SF-36 SF-17 SF-16 SF-35 SF-34SF-39 SF-33 SF-14 SF-32 MP-1B SF-30 FBR-2 AE21 AE21 AE21 AE21 MP-232' - 3 119/128"MP-2 MP-1B FBR-2 6 A672 1 A674 STN-1 STONE VENEER MASONRY CITY HALL -EXTERIOR ELEVATION MATERIAL LEGEND FBR-2 FACE BRICK MP-1A ACM PANEL MP-2 METAL CLADDING MP-3 METAL CLADDING CONC-1 CAST-IN-PLACE CONCRETE (B.O.D.: LONGBOARD, BLEND 4" & 6" V-GROOVE PLANK, LIGHT FIR) (B.O.D.: LONGBOARD, 4" CASTELLATION PLANK, SATIN BLACK) (B.O.D.: PAC-CLAD, ACM, METALLIC SILVER) (B.O.D.: HALQUIST STONE, CUT STONE, COLOR: BLEND 70% REGAL, 30% ODESSA, FINISH: SANDBLAST) MP-4 METAL CLADDING (B.O.D.: LONGBOARD, PANELS, SATIN BLACK) (B.O.D.: GLEN-GERY, COLOR/FINISH: BLACK PEARL SMOOTH, SIZE: SAXON) MP-1B ACM PANEL (B.O.D.: PAC-CLAD, ACM, BLACK) MP-5 METAL CLADDING (B.O.D.: LONGBOARD, PANELS, LIGHT FIR) FBR-3 FACE BRICK (*BID ALTERNATE) (B.O.D.: GLEN-GERY, COLOR/FINISH: COLUMBIA, SIZE: ROMAN MAXIMUS) 1 A503 MP-2 STN-1 STN-1 6 A672 2 A401 1 A401 3 A401 LEVEL 2 114' -0" ROOF BEARING 128' -0" SF-22 MP-1A MP-3 MP-2 AE16 LEVEL 2 114' -0" ROOF BEARING 128' -0" MP-1AMP-3 AE16 LEVEL 2 114' -0" ROOF BEARING 128' -0" 1 A502 SF-23 SF-24 MP-3MP-1AMP-2 MP-2MP-3 Architecture Interior Design Landscape Architecture Engineering 222 North Second Street Long & Kees Bldg Suite 101 Minneapolis, MN 55401 612.339.3752 www.bkvgroup.com © 2021 BKV Group SHEET NUMBER SHEET TITLE DRAWN BY CHECKED BY COMMISSION NUMBER PROJECT TITLE CONSULTANTS N O T FO R C O N S TR U C TIO N CERTIFICATION Autodesk Docs://2612-01 Chanhassen Civic Campus/2612-01 Chanhassen CC_AI_2023.rvt2/16/2024 4:24:26 PMAuthor Checker 2612-01 A401 OVERALL EXTERIOR ELEVATIONS CHANHASSEN CIVIC CAMPUS A401 1/8" = 1'-0" 1 EXTERIOR ELEVATION -WEST A401 1/8" = 1'-0" 2 EXTERIOR ELEVATION -OVERALL EAST KEYNOTES - EXTERIOR ELEVATION AE01 ALUM. GUARDRAIL W/ GLASS PANEL INFILL AE02 PAINTED STEEL COLUMN, SEE STRUCT. AE03 PRE-FINISHED METAL COPING, COLOR: TBD AE04 MASONRY LEDGE AE05 FOOTING, SEE STRUCT. AE06 RTU W/ INTEGRATED SCREENING, SEE MECH. AE07 THROUGH-WALL LOUVER, SEE MECH. COLOR: TBD AE08 FIN WALL W/ METAL PANEL WRAP AE09 CONTROL JOINT AE10 CONTROL JOINT, WALL BEYOND COLUMN AE16 PAINTED STEEL TUBE, SEE STRUCT. AE17 SUB-GRADE LEDGE, REFER TO STRUCT. FOR LEDGE STEP AE18 INSULATED OVERHEAD HIGH-SPEED COILING DOOR WITH CUSTOM EXTERIOR PAINT FINISH. AE19 STEEL BOLLARD, SEE LANDSCAPE AE20 INSULATED METAL DOOR, COLOR: TBD AE21 THROUGH WALL ROOF OVERFLOW SCUPPER. AE23 ROOF OVERFLOW DRAIN LAMBS TONGUE, REFER TO PLUMBING. AE28 STEEL CABLE GUARDRAIL, FACE MOUNTED BETWEEN COLUMNS; 3 1/2" VERTICAL SPACING. COLOR: BLACK EXTERIOR ELEVATION GENERAL NOTES 1. DO NOT SCALE THE DRAWINGS. WHERE DIMENSIONS ARE NOT PROVIDED OR ARE UNCLEAR, REQUEST CLARIFICATION FROM THE ARCHITECT. 2. REFER TO CIVIL DRAWINGS FOR GRADE ELEVATION AROUND THE PERIMETER OF THE BUILDING. 3. REFER TO STRUCTURAL DRAWINGS FOR FOOTING DEPTHS AND TYPES. 4. REFER TO PLUMBING DRAWINGS FOR LOCATIONS OF HOSE BIBS, ROOF OVERFLOW DRAINS, ETC. 5. REFER TO ELECTRICAL DRAWINGS FOR EXTERIOR LIGHT FIXTURE TYPES AND LOCATIONS. 6. REFER TO ARCHITECTURAL FLOOR PLANS AND WALL SECTIONS FOR WALL TYPES. A401 1/8" = 1'-0" 3 EXTERIOR ELEVATION -WEST @ TOWER ISSUE # DATE DESCRIPTION 02/16/2024 DEVELOPMENT SUBMITTAL A401 1/8" = 1'-0" 6 TERRACE ELEVATION -NORTH A401 1/8" = 1'-0" 7 TERRACE ELEVATION -WEST A401 1/8" = 1'-0" 5 TERRACE ELEVATION -SOUTH Paul Michell License Number Date 61543 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Architect under the laws of the state of Minnesota 02/16/2024 704 STN-1 STONE VENEER MASONRY CITY HALL -EXTERIOR ELEVATION MATERIAL LEGEND FBR-2 FACE BRICK MP-1A ACM PANEL MP-2 METAL CLADDING MP-3 METAL CLADDING CONC-1 CAST-IN-PLACE CONCRETE (B.O.D.: LONGBOARD, BLEND 4" & 6" V-GROOVE PLANK, LIGHT FIR) (B.O.D.: LONGBOARD, 4" CASTELLATION PLANK, SATIN BLACK) (B.O.D.: PAC-CLAD, ACM, METALLIC SILVER) (B.O.D.: HALQUIST STONE, CUT STONE, COLOR: BLEND 70% REGAL, 30% ODESSA, FINISH: SANDBLAST) MP-4 METAL CLADDING (B.O.D.: LONGBOARD, PANELS, SATIN BLACK) (B.O.D.: GLEN-GERY, COLOR/FINISH: BLACK PEARL SMOOTH, SIZE: SAXON) MP-1B ACM PANEL (B.O.D.: PAC-CLAD, ACM, BLACK) MP-5 METAL CLADDING (B.O.D.: LONGBOARD, PANELS, LIGHT FIR) FBR-3 FACE BRICK (*BID ALTERNATE) (B.O.D.: GLEN-GERY, COLOR/FINISH: COLUMBIA, SIZE: ROMAN MAXIMUS) LEVEL 1 100' -0" LEVEL 2 114' -0" ROOF BEARING 128' -0" LOWER LEVEL 88' -4" 3 A502 13567 2 A501 1 A501 4 2 STN-1 STN-1 MP-3 MP-1A MP-1A STN-1 MP-3 MP-4 MP-3 MP-4 MP-1A MP-3 MP-1A MP-1A MP-4AE06 AE03 AE09 AE09 AE03 SF-28 CW -1 SF-11 SF-11 SF-11 SF-11 SF-11 CW-13 FBR-2 SF-27 SF-26 MP-1B CW-15 SF-478"1' - 6"AE07 A451 4 2" DEEP, TRIMLESS FACE LIT ALUMINUM FABRICATED SIGNAGE, PIN MOUNTED, MATTE BLACK PAINTED FINISH AE09 1' - 6"8"8"1' - 6"2" DEEP, TRIMLESS FACE LIT ALUMINUM FABRICATED SIGNAGE, PIN MOUNTED, MATTE BLACK PAINTED FINISH 2" DEEP, TRIMLESS FACE LIT ALUMINUM FABRICATED SIGNAGE, PIN MOUNTED, BRUSHED ALUM FINISH 3/8" DEEP CUT ALUMINUM SIGNAGE, ADHESIVE MOUNTED, BRUSHED ALUM FINISH8"10"AE24 MP-1B 5 A672CLOCK TOWER35' - 0"LEVEL 1 100' -0" LEVEL 2 114' -0" ROOF BEARING 128' -0" LOWER LEVEL 88' -4" 3 A502 1 3 5 6 7 2 A501 1 A501 42 STN-1 STN-1 MP-3 MP-3 MP-3MP-3MP-3 MP-1A STN-1 STN-1 MP-1A MP-1A MP-1A MP-1A MP-1A AE13 AE03 AE09AE06 AE01 AE16 SF-3 CW -8 CW-7 CW -6 CW -5 CW-4 CW -2 SF-1 SF-40SF-41SF-42 SF-3SF-4SF-4 SF-20SF-21 EQUAL EQUAL 20' - 0"5 A672 AE28 CLOCK TOWER35' - 0"14' - 0"14' - 0"11' - 8"67 5 A557 AE09 6 7 5 A557 AE09AE09 5 A672 1 A402 4 A402 2 A402 3 A402 @ TOWER @ TOWER A402 1/8" = 1'-0" 2 EXTERIOR ELEVATION -SOUTH Architecture Interior Design Landscape Architecture Engineering 222 North Second Street Long & Kees Bldg Suite 101 Minneapolis, MN 55401 612.339.3752 www.bkvgroup.com © 2021 BKV Group SHEET NUMBER SHEET TITLE DRAWN BY CHECKED BY COMMISSION NUMBER PROJECT TITLE CONSULTANTS N O T FO R C O N S TR U C TIO N CERTIFICATION Autodesk Docs://2612-01 Chanhassen Civic Campus/2612-01 Chanhassen CC_AI_2023.rvt2/16/2024 4:24:38 PMAuthor Checker 2612-01 A402 OVERALL EXTERIOR ELEVATIONS CHANHASSEN CIVIC CAMPUS A402 1/8" = 1'-0" 1 EXTERIOR ELEVATION -NORTH KEYNOTES - EXTERIOR ELEVATION AE01 ALUM. GUARDRAIL W/ GLASS PANEL INFILL AE03 PRE-FINISHED METAL COPING, COLOR: TBD AE06 RTU W/ INTEGRATED SCREENING, SEE MECH. AE07 THROUGH-WALL LOUVER, SEE MECH. COLOR: TBD AE09 CONTROL JOINT AE13 FACE MOUNTED ALUM. CLOCK - SILHOUETTE DESIGN, INTEGRATED CLOCK MECHANICS BEHIND WALL, ACCESSED FROM REAR. BACKLIGHTING OF RAISED CLOCK MARKINGS AE16 PAINTED STEEL TUBE, SEE STRUCT. AE24 ALUMINUM PARAPET LADDER. AE28 STEEL CABLE GUARDRAIL, FACE MOUNTED BETWEEN COLUMNS; 3 1/2" VERTICAL SPACING. COLOR: BLACK EXTERIOR ELEVATION GENERAL NOTES 1. DO NOT SCALE THE DRAWINGS. WHERE DIMENSIONS ARE NOT PROVIDED OR ARE UNCLEAR, REQUEST CLARIFICATION FROM THE ARCHITECT. 2. REFER TO CIVIL DRAWINGS FOR GRADE ELEVATION AROUND THE PERIMETER OF THE BUILDING. 3. REFER TO STRUCTURAL DRAWINGS FOR FOOTING DEPTHS AND TYPES. 4. REFER TO PLUMBING DRAWINGS FOR LOCATIONS OF HOSE BIBS, ROOF OVERFLOW DRAINS, ETC. 5. REFER TO ELECTRICAL DRAWINGS FOR EXTERIOR LIGHT FIXTURE TYPES AND LOCATIONS. 6. REFER TO ARCHITECTURAL FLOOR PLANS AND WALL SECTIONS FOR WALL TYPES. A402 1/8" = 1'-0" 4 EXTERIOR ELEVATION -NORTH @ TOWER 2 A402 1/8" = 1'-0" 3 EXTERIOR ELEVATION -SOUTH @ TOWER ISSUE # DATE DESCRIPTION 02/16/2024 DEVELOPMENT SUBMITTAL Paul Michell License Number Date 61543 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Architect under the laws of the state of Minnesota 02/16/2024 705 Architecture Interior Design Landscape Architecture Engineering 222 North Second Street Long & Kees Bldg Suite 101 Minneapolis, MN 55401 612.339.3752 www.bkvgroup.com © 2021 BKV Group SHEET NUMBER SHEET TITLE DRAWN BY CHECKED BY COMMISSION NUMBER PROJECT TITLE CONSULTANTS N O T FO R C O N S TR U C TIO N CERTIFICATION Autodesk Docs://2612-01 Chanhassen Civic Campus/2612-01 Chanhassen CC_AI_2023.rvt2/16/2024 12:07:20 PMAuthor Checker 2612-01 A403 EXTERIOR RENDERINGS CHANHASSEN CIVIC CAMPUS AERIAL FROM SOUTHWEST AERIAL FROM NORTHEAST SOUTHWEST PERSPECTIVE NORTHEAST PERSPECTIVENORTHWEST PERSPECTIVE SOUTHEAST PERSPECTIVE ISSUE # DATE DESCRIPTION 02/16/2024 DEVELOPMENT SUBMITTAL Paul Michell License Number Date 61543 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Architect under the laws of the state of Minnesota 02/16/2024 706 APPROXIMATEPROJECTLOCATIONW 78TH STMARKET BLVDCHAN VIEWKERBER BLVDHWY 5LAREDO DRARCHITECTBKV GROUP222 NORTH 2ND ST, SUITE 101MINNEAPOLIS, MN 55401(P) - 612-373-9514CONTACT: MICHAEL HEALY, AIAENGINEERSTANTEC CONSULTING SERVICES, INC.733 MARQUETTE AVENUE, SUITE 1000MINNEAPOLIS MN 55402ENGINEER: DAN LAVENDER, PE(E) - DAN.LAVENDER@STANTEC.COMPROJECT MANAGER: CLARK LOHR, CDT(E) - CLARK.LOHR@STANTEC.COMVICINITY MAPNOT TO SCALEPRELIMINARY CIVIL ENGINEERING PLANSISSUED FOR DEVELOPMENT REVIEWCHANHASSEN CIVIC CAMPUSCHANHASSEN, MINNESOTA 55424FEBRUARY 2024PROJECT LOCATIONCITY: CHANHASSENCOUNTY: CARVERTHIS PLANSET CONTAINS 40 SHEETS© 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSCERTIFICATION111/09/202360% DD SET222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211/17/2023100% DD PROGRESS SET312/01/2023100% DD SET401/22/202460% CD PROGRESS SET\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-001 COVER SHEET.dwg 2/16/2024 KUECHLE, HALEY 501/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTION SHEET LIST TABLESHEETNUMBERSHEET TITLEC-001COVER SHEETC-002GENERAL NOTESC-003OVERALL EXISTING CONDITIONSC-004PHASE 1 EXISTING CONDITIONSC-005PHASE 2 NORTHWEST EXISTING CONDITIONSC-006PHASE 2 NORTHEAST EXISTING CONDITIONSC-007OVERALL REMOVALS & PRECONSTRUCTION EROSION CONTROL PLANC-008PHASE 1 REMOVALS & PRECONSTRUCTION EROSION CONTROL PLANC-009PHASE 2 NW REMOVALS & PRECONSTRUCTION EROSION CONTROL PLANC-010PHASE 2 SW REMOVALS & PRECONSTRUCTION EROSION CONTROL PLANC-101OVERALL SITE PLANC-102PHASE 1 SITE PLANC-103PHASE 2 NORTHWEST SITE PLANC-104PHASE 2 NORTHEAST SITE PLANC-201OVERALL POST-CONSTRUCTION STABILIZATION PLANC-202PHASE 1 POST-CONSTRUCTION STABILIZATION PLANC-203PHASE 2 NORTHWEST POST-CONSTRUCTION STABILIZATION PLANC-204PHASE 2 NORTHEAST POST-CONSTRUCTION STABILIZATION PLANC-205SWPPPC-301OVERALL GRADING PLANC-302PHASE 1 GRADING PLANC-303PHASE 2 NORTHWEST GRADING PLANC-304PHASE 2 NORTHEAST GRADING PLANC-401OVERALL UTILITY PLANC-402PHASE 1 UTILITY PLANC-403PHASE 2 NORTHWEST UTILITY PLANC-404PHASE 2 NORTHEAST UTILITY PLANC-501OVERALL STORM SEWER PLANC-502PHASE 1 STORM SEWER PLANC-503PHASE 2 NORTHWEST STORM SEWER PLANC-504PHASE 2 NORTHEAST STORM SEWER PLANC-601OVERALL ITEMIZED BID ITEMS AND BID ALTERNATESC-602ENLARGED ITEMIZED BID ITEMS AND BID ALTERNATESC-603ENLARGED ITEMIZED BID ITEMS AND BID ALTERNATESC-604ENLARGED ITEMIZED BID ITEMS AND BID ALTERNATESC-801DETAILSC-802DETAILSC-803DETAILSC-804DETAILSC-805DETAILSCITYCITY OF CHANHASSEN7700 MARKET BLVDCHANHASSEN, MN 55317(PHONE) - 952-227-1100CONTACT: CHARLES HOWLEY, DIRECTOR OF PUBLIC WORKS / CITY ENGINEERLANDSCAPE ARCHITECTHOISINGTON KOEGLER GROUP, INC.800 WASHINGTON AVE. N., SUITE 103MINNEAPOLIS, MN 55401(PHONE) - 612-338-0800CONTACT: BRYAN HARJESC-001COVER SHEET** NOTE: PAVING PLANS AND SUPPLEMENTAL ELEVATION DATA TO BE INCLUDED WITH A SEPARATEBID PACK OR ISSUED AS PART OF AN ASI.707 © 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSCERTIFICATION111/09/202360% DD SET222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211/17/2023100% DD PROGRESS SET312/01/2023100% DD SET401/22/202460% CD PROGRESS SET\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-002 GENERAL NOTES.dwg 2/16/2024 KUECHLE, HALEY 501/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTION REMOVAL / DEMOLITION NOTESTRAFFIC CONTROL NOTESSITE NOTESEROSION CONTROL NOTESGRADING NOTESUTILITY NOTESSTORM SEWER NOTESGOVERNING SPECIFICATIONSPAVING, PAVEMENT MARKING, AND SIGNAGE NOTESTREE PRESERVATION NOTESHORIZONTAL AND VERTICAL CONTROL NOTES1.SEE GENERAL NOTES FOR ADDITIONAL PROJECT AND SITE INFORMATION.2.CONTRACTOR SHALL OBTAIN PERMITS REQUIRED FOR DEMOLITION, REMOVAL AND DISPOSAL.3.CONTRACTOR SHALL REVIEW FEATURES NOT SPECIFICALLY IDENTIFIED ON PLAN FOR SALVAGE OR REMOVALTHAT CONFLICT WITH CONSTRUCTION WITH THE ENGINEER.4.MATERIALS REMOVED/DEMOLISHED BY CONTRACTOR BECOME PROPERTY OF THE CONTRACTOR, UNLESSOTHERWISE NOTED. CONTRACTOR SHALL LOAD AND HAUL MATERIAL OFF-SITE AND PROPERLY DISPOSE OFMATERIALS IN ACCORDANCE WITH APPLICABLE REGULATIONS. CONTRACTOR MUST LEAVE THE SITE IN ACONDITION TO THE SATISFACTION OF THE OWNER AND ENGINEER.5.CONTRACTOR SHALL SAWCUT FULL DEPTH AT PAVEMENT REMOVAL LIMITS AND AS NECESSARY TO CREATE ASMOOTH FIT/TRANSITION ALONG MATCHING PAVEMENT AREAS.6.CONTRACTOR SHALL COORDINATE UTILITY REMOVAL WORK WITH APPROPRIATE UTILITY OWNER.7.CONTRACTOR SHALL SALVAGE AND REINSTALL STREET AND TRAFFIC SIGNS IN CONFLICT WITH CONSTRUCTIONACTIVITIES AS NOTED OR AS DIRECTED BY ENGINEER. IF SIGNS ARE DAMAGED DURING CONSTRUCTION,CONTRACTOR REQUIRED TO PROVIDE NEW SIGNS AT NO ADDITIONAL COST TO THE OWNER.8.CONTRACTOR SHALL SALVAGE AND REINSTALL FENCE IN CONFLICT WITH CONSTRUCTION ACTIVITIES AS NOTEDOR AS DIRECTED BY ENGINEER. IF FENCE IS DAMAGED DURING CONSTRUCTION, CONTRACTOR REQUIRED TOPROVIDE NEW FENCE, TO OWNER'S SATISFACTION, AT NO ADDITIONAL COST TO THE OWNER.9.IN THE EVENT THAT UNKNOWN CONTAINERS OR TANKS ARE ENCOUNTERED, THE CONTRACTOR MUST CONTACTTHE ENGINEER IMMEDIATELY. ALL CONTAINERS OR TANKS MUST BE DISPOSED OF PROPERLY AT AREGULATED/PERMITTED FACILITY.10.CONTRACTOR SHALL REVIEW ALL TREE REMOVALS WITH THE OWNER, THE LANDSCAPE ARCHITECT, ANDENGINEER PRIOR TO REMOVAL OPERATIONS.11.REMOVAL OF ANY EXISTING BUILDING REQUIRES COMPLETION OF A HAZARDOUS MATERIAL SURVEY INACCORDANCE WITH LOCAL RULES AND REGULATIONS.12.CLEARING AND GRUBBING OPERATIONS MUST COMPLY WITH THE FOLLOWING:A.PROTECT ALL TREES AND PLANTS NOT DESIGNATED FOR REMOVAL.B.CONDUCT OPERATIONS IN SUCH A MANNER THAT DOES NOT DAMAGE PROTECTED TREES AND VEGETATION.C.CUT, REMOVE, AND DISPOSE OF TREES, BRUSH, SHRUBS, WINDFALLS, LOGS, STUMPS, ROOTS, FALLEN TIMBER,AND OTHER VEGETATION.D.BACKFILL DEPRESSIONS WITH NATIVE SOILS OR SUITABLE FILL MATERIAL AS REQUIRED BY DESIGN OR ASDIRECTED BY THE GEOTECHNICAL ENGINEER AND COMPACT BACKFILL AS DIRECTED.E.DISPOSE OF DEBRIS IN ACCORDANCE WITH APPLICABLE REGULATIONS.F.CONSIDER BENEFICIAL USE DESIGNATIONS FOR UNADULTERATED WOOD, WOOD CHIPS, BARK AND SAWDUST.G.NO BURYING OF CLEARED AND GRUBBED WASTE WITHIN THE CONSTRUCTION LIMITS.13.UNLESS OTHERWISE NOTED, CONTRACTOR IS RESPONSIBLE FOR REMOVAL/DEMOLITION WITHIN ALL AREAS OFPROPOSED IMPROVEMENTS. REMOVAL LIMITS ARE IDENTIFIED ON THE DRAWINGS IN ANTICIPATED LOCATIONS.CONTRACTOR RESPONSIBLE FOR REMOVALS AS NECESSARY TO CONSTRUCT NEW IMPROVEMENTS AND CONFORMTO DESIGN REQUIREMENTS. ALL FACILITIES TO BE REMOVED MUST BE UNDERCUT TO SUITABLE MATERIAL ANDBROUGHT TO GRADE WITH SUITABLE FILL MATERIAL IN ACCORDANCE WITH THE SPECIFICATIONS AND ASDIRECTED BY THE GEOTECHNICAL ENGINEER.1.SEE GENERAL NOTES FOR ADDITIONAL PROJECT AND SITE INFORMATION.2.CONTRACTOR SHALL COORDINATE CONSTRUCTION STAGING, ON OR OFFSITE, AS NECESSARY TO COMPLETE THEWORK. IF OFFSITE STAGING AREA IS REQUIRED, CONTRACTOR IS RESPONSIBLE TO FIND, OBTAIN, AND PAY FORNECESSARY STAGING AREA AT NO ADDITIONAL COST TO THE OWNER. SUBMIT A STAGING PLAN TO THE ENGINEERFOR REVIEW BEFORE STARTING WORK.3.CONTRACTOR RESPONSIBLE FOR ALL TRAFFIC CONTROL AND DETOURS. TRAFFIC CONTROL AND DETOURS MUSTBE IN ACCORDANCE WITH THE LATEST EDITION OF THE MN MUTCD, INCLUDING LATEST FIELD MANUAL FORTEMPORARY TRAFFIC CONTROL ZONE LAYOUTS. SUBMIT TRAFFIC CONTROL PLAN AND DETOUR PLAN TO CITY,COUNTY AND ENGINEER FOR REVIEW BEFORE CONSTRUCTION RELATED ACTIVITIES. PLANS MUST COMPLY WITHAPPLICABLE PERMIT REQUIREMENTS. TRAFFIC CONTROL INCLUDES NECESSARY SIGNAGE AND MARKINGS FORSIDEWALKS, TRAILS, BOARDWALKS, ETC. CLOSURE. THIS MUST INCLUDE ADVANCED WARNING SIGNS ANDNECESSARY FENCING AND SIGNAGE TO PREVENT PEDESTRIANS FROM ACCESSING THE PROPOSED AREA.4.CONTRACTOR MUST SCHEDULE WORK IMPACTING TRAFFIC WITH THE CITY AND ENGINEER. CLOSURES ORDETOURS MUST BE ACCEPTED BY CITY PRIOR TO STARTING WORK.5.CONTRACTOR SHALL MAINTAIN TWO-WAY TRAFFIC AT ALL TIMES, UNLESS OTHERWISE APPROVED BY THE ROADAUTHORITY.1.SEE GENERAL NOTES FOR ADDITIONAL PROJECT AND SITE INFORMATION.2.REFER TO THE ARCHITECTURAL, STRUCTURAL, LANDSCAPE, AND MEP PLANS FOR EXACT LOCATIONS OF ANDDIMENSIONS OF BUILDINGS, VESTIBULES, STOOPS, OVERHANGS, COLUMNS, RAMPS, SIDEWALKS, TRASHENCLOSURES, TRAFFIC GATES, MONUMENT SIGNS, LANDSCAPING, PLANTINGS, TREES, SITE LIGHTING, EXTERIORELECTRICAL, BACKFLOW PREVENTORS AND BUILDING UTILITY ENTRANCE LOCATIONS.3.BUILDING LINES SHOWN ARE APPROXIMATE OUTSIDE LINES OF BUILDINGS AT GRADE, MAY NOT ACCOUNT FOREXTRUSIONS (I.E. BALCONIES, OVERHANGS, LIGHTING, ETC.) ABOVE GRADE, AND ARE BASED ON INFORMATIONPROVIDED TO STANTEC BY THE ARCHITECT. CONTRACTOR SHALL VERIFY FINAL BUILDING PLANS WITH ARCHITECT.4.CONTRACTOR AND SURVEYOR SHALL FIELD VERIFY THE BUILDING FOOTPRINT/OUTLINE AND OUTER MOSTEXTRUSIONS PRIOR TO CONSTRUCTION TO REVIEW POTENTIAL CONFLICTS WITH ADJACENT WORK, EXISTING SITEFEATURES, PROPERTY LINES, SETBACKS, ETC.5.EQUIPMENT PAD ELEVATIONS SHOWN ON GRADING PLAN. EQUIPMENT PAD STRUCTURAL/CONCRETE DESIGN BYOTHERS. COORDINATE WITH ARCHITECT.6.RETAINING WALL ELEVATIONS SHOWN ON GRADING PLAN. SEE ARCHITECTURAL/STRUCTURAL PLANS.7.DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED.1.SEE GENERAL NOTES FOR ADDITIONAL PROJECT AND SITE INFORMATION.2.CONTRACTOR SHALL CONFORM TO AND CONDUCT INSPECTIONS IN ACCORDANCE WITH THE NPDES PERMIT ANDSWPPP REQUIREMENTS.3.BEFORE SITE DISTURBANCE AND AS REQUIRED AS CONSTRUCTION PROGRESSES, CONTRACTOR SHALL INSTALL,MAINTAIN, REPAIR, AND REPLACE EROSION PREVENTION MEASURES AND SEDIMENT CONTROL DEVICES (INLETPROTECTION, CONSTRUCTION ENTRANCE, SILT FENCE, EROSION CONTROL BLANKET, ETC.) IN ACCORDANCE WITHTHE SWPPP, NPDES PERMIT, AND CITY, STATE, AND WATERSHED DISTRICT PERMITS.4.ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED DEPENDING ON SITE CONDITIONS DURINGCONSTRUCTION. COORDINATE WITH ENGINEER.5.CONTRACTOR SHALL STABILIZE ALL EXPOSED SOIL AREAS WITHIN THE CONSTRUCTION LIMITS WITHIN 7 DAYSAFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE THAT HAS TEMPORARILY (WILL NOT RESUMEFOR A PERIOD EXCEEDING 14 CALENDAR DAYS) OR PERMANENTLY CEASED. STABILIZATION MUST BE INITIATEDPROMPTLY.6.CONTRACTOR SHALL REMOVE ANY SEDIMENT THAT HAS TRACKED ONTO PAVED SURFACES BOTH ON AND OFFSITEWITHIN 24 HOURS AND AS DIRECTED BY CITY, OWNER, ENGINEER. SWEEP STREET IN ACCORDANCE WITH CITY,COUNTY, STATE AND NDPES PERMIT REQUIREMENTS.7.CONTRACTOR SHALL COMPLETE CONCRETE WASH-OUT OFF-SITE OR PROVIDE SELF-CONTAINED CONCRETEREADY MIX TRUCKS.8.CONTRACTOR SHALL MINIMIZE DUST FROM CONSTRUCTION OPERATIONS BY PROVIDING WATER OR OTHERAPPROVED METHOD ON A DAILY BASIS.9.CONTRACTOR SHALL PHASE GRADING WORK TO MINIMIZE THE DURATION THAT DISTURBED SOIL IS EXPOSED.10.CONTRACTOR SHALL PROVIDE/INSTALL DIVERSION DITCHES, SEDIMENT BASINS, AND OTHER EROSIONPROTECTION/SEDIMENT CONTROL MEASURES AS NECESSARY DURING INTERIM PROJECT CONDITIONS (NOTSHOWN ON PLANS) TO MANAGE/DIVERT STORM WATER AWAY FROM SITE FEATURES AND CONTROLEROSION/SEDIMENT. CONTRACTOR SHALL ADJUST MEASURES AS NECESSARY THROUGHOUT PROJECT PHASING.11.CONTRACTOR SHALL LOCATE SOIL STOCKPILES NO LESS THAN 50 FEET FROM ROADWAYS, STORMWATER INLETS,PONDS, WETLANDS, DRAINAGE CHANNELS, AND OTHER SURFACE WATERS. IF REMAINING FOR MORE THAN 7 DAYS,STABILIZE THE STOCKPILES BY MULCHING, VEGETATED COVER, TARPS, OR OTHER MEANS IN ACCORDANCE WITHTHE NPDES PERMIT. PLACE PERIMETER SEDIMENT CONTROLS AROUND STOCKPILES TO CONTROL EROSION.COVER TEMPORARY STOCKPILES LOCATED ON PAVED SURFACES IF LEFT FROM MORE THAN 24 HOURS.12.CONTRACTOR SHALL REMOVE ALL EROSION CONTROL MEASURES AFTER SITE HAS BEEN STABILIZED ANDVEGETATION IS ESTABLISHED AS DIRECTED BY ENGINEER. EROSION CONTROL MEASURES USED FORCONSTRUCTION MUST NOT BE REMOVED UNTIL AUTHORIZED BY OWNER OR ENGINEER.13.CONTRACTOR SHALL PROVIDE TEMPORARY SEDIMENT BASINS FOR COMMON DRAINAGE LOCATIONS THAT SERVEAN AREA WITH 5 OR MORE ACRES DISTURBED AT ONE TIME IF IT'S LOCATED WITHIN ONE MILE OF AN IMPAIREDWATER.14.CONTRACTOR SHALL SUBMIT THE NOTICE OF TERMINATION AT THE COMPLETION OF THE PROJECT INACCORDANCE WITH THE NPDES PERMIT AND SWPPP REQUIREMENTS.15.CONTRACTOR SHALL CONFORM TO AND CONDUCT INSPECTIONS IN ACCORDANCE WITH THE NPDES PERMIT ANDSWPPP REQUIREMENTS.16.BEFORE SITE DISTURBANCE AND AS REQUIRED AS CONSTRUCTION PROGRESSES, CONTRACTOR SHALL INSTALL,MAINTAIN, REPAIR, AND REPLACE EROSION PREVENTION MEASURES AND SEDIMENT CONTROL DEVICES (INLETPROTECTION, CONSTRUCTION ENTRANCE, SILT FENCE, EROSION CONTROL BLANKET, ETC.) IN ACCORDANCE WITHTHE SWPPP, NPDES PERMIT, AND CITY, STATE, AND WATERSHED DISTRICT PERMITS.17.ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED DEPENDING ON SITE CONDITIONS DURINGCONSTRUCTION. COORDINATE WITH ENGINEER.18.CONTRACTOR SHALL STABILIZE ALL EXPOSED SOIL AREAS WITHIN THE CONSTRUCTION LIMITS WITHIN 7 DAYSAFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE THAT HAS TEMPORARILY (WILL NOT RESUMEFOR A PERIOD EXCEEDING 14 CALENDAR DAYS) OR PERMANENTLY CEASED. STABILIZATION MUST BE INITIATEDPROMPTLY. REFER TO LANDSCAPE PLANS FOR FINAL GROUND COVER MATERIALS.19.CONTRACTOR SHALL REMOVE ANY SEDIMENT THAT HAS TRACKED ONTO PAVED SURFACES BOTH ON AND OFFSITEWITHIN 24 HOURS AND AS DIRECTED BY CITY, OWNER, ENGINEER. SWEEP STREET IN ACCORDANCE WITH CITY ANDNDPES PERMIT REQUIREMENTS.20.CONTRACTOR SHALL COMPLETE CONCRETE WASH-OUT OFF-SITE OR PROVIDE SELF-CONTAINED CONCRETEREADY MIX TRUCKS.21.CONTRACTOR SHALL MINIMIZE DUST FROM CONSTRUCTION OPERATIONS BY PROVIDING WATER OR OTHERAPPROVED METHOD ON A DAILY BASIS.22.CONTRACTOR SHALL PHASE GRADING WORK TO MINIMIZE THE DURATION THAT DISTURBED SOIL IS EXPOSED.23.CONTRACTOR SHALL PROVIDE/INSTALL DIVERSION DITCHES, SEDIMENT BASINS, AND OTHER EROSIONPROTECTION/SEDIMENT CONTROL MEASURES AS NECESSARY DURING INTERIM PROJECT CONDITIONS (NOTSHOWN ON PLANS) TO MANAGE/DIVERT STORM WATER AWAY FROM SITE FEATURES AND CONTROLEROSION/SEDIMENT. CONTRACTOR SHALL ADJUST MEASURES AS NECESSARY THROUGHOUT PROJECT PHASING.24.CONTRACTOR SHALL LOCATE SOIL STOCKPILES NO LESS THAN 50 FEET FROM ROADWAYS, STORMWATER INLETS,PONDS, WETLANDS, DRAINAGE CHANNELS, AND OTHER SURFACE WATERS. IF REMAINING FOR MORE THAN 7 DAYS,STABILIZE THE STOCKPILES BY MULCHING, VEGETATED COVER, TARPS, OR OTHER MEANS IN ACCORDANCE WITHTHE NPDES PERMIT. PLACE PERIMETER SEDIMENT CONTROLS AROUND STOCKPILES TO CONTROL EROSION.COVER TEMPORARY STOCKPILES LOCATED ON PAVED SURFACES IF LEFT FROM MORE THAN 24 HOURS.25.CONTRACTOR SHALL REMOVE ALL EROSION CONTROL MEASURES AFTER SITE HAS BEEN STABILIZED ANDVEGETATION IS ESTABLISHED AS DIRECTED BY ENGINEER. EROSION CONTROL MEASURES USED FORCONSTRUCTION MUST NOT BE REMOVED UNTIL AUTHORIZED BY OWNER OR ENGINEER.26.CONTRACTOR SHALL PROVIDE TEMPORARY SEDIMENT BASINS FOR COMMON DRAINAGE LOCATIONS THAT SERVEAN AREA WITH 5 OR MORE ACRES DISTURBED AT ONE TIME IF IT'S LOCATED WITHIN ONE MILE OF AN IMPAIREDWATER.27.CONTRACTOR SHALL SUBMIT THE NOTICE OF TERMINATION AT THE COMPLETION OF THE PROJECT INACCORDANCE WITH THE NPDES PERMIT AND SWPPP REQUIREMENTS.1.SEE GENERAL NOTES FOR ADDITIONAL PROJECT AND SITE INFORMATION.2.PROPOSED CONTOURS ARE TO FINISHED SURFACE GRADE, UNLESS NOTED OTHERWISE.3.THE SITE HAS NOT NECESSARILY BEEN DESIGNED TO BALANCE THE ON-SITE MATERIALS. IT IS THE CONTRACTOR'SRESPONSIBILITY TO QUANTIFY SOIL IMPORT OR EXPORT FOR THE SITE AND PERFORM THEIR OWN QUANTITYTAKEOFFS FROM THE DRAWINGS FOR BIDDING PURPOSES. SUITABLE OFFSITE IMPORT MATERIAL MAY BENECESSARY TO ACHIEVE THE FINAL GRADES SHOWN ON THE DRAWINGS. CONTRACTOR SHALL COORDINATE WITHGEOTECHNICAL ENGINEER TO VERIFY IMPORT, FROM CONTRACTOR DETERMINED SOURCE, IS SUITABLE FOR USE.EXCESS MATERIAL, UNLESS NOTED OTHERWISE, IS THE PROPERTY OF THE CONTRACTOR AND IS TO BE MOVEDAND DISPOSED OF OFFSITE IN ACCORDANCE WITH APPLICABLE LAWS.4.CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS AND ENSURE NO PONDING IN PAVEDAREAS. CONTRACTOR SHALL NOTIFY ENGINEER IN WRITING IF GRADING DISCREPANCIES ARE FOUND IN EXISTINGOR PROPOSED GRADES PRIOR TO PLACEMENT OF PAVEMENT. OBSERVE PAVEMENT AREAS FOR EVIDENCE OFPONDING BEFORE PLACEMENT OF PAVEMENT TO ENSURE DRAINAGE IS ADEQUATE TO INTENDED AREA.5.EXISTING TOPSOIL ON SITE VARIES IN DEPTH. CONTRACTOR SHALL REMOVE SURFACE VEGETATION AND TOPSOILAND OTHER LOOSE, SOFT OR OTHERWISE UNSUITABLE MATERIAL FROM THE IMPERVIOUS AREAS AND OTHERAREAS AS DIRECTED BY THE GEOTECHNICAL ENGINEER BEFORE PLACEMENT OF SUITABLE FILL MATERIAL.6.CONTRACTOR SHALL EXCAVATE AND DISPOSE OF UNSUITABLE OR CONTAMINATED SOILS DISCOVERED ONSITE INACCORDANCE WITH APPLICABLE REGULATIONS AND AS DIRECTED BY GEOTECHNICAL AND/OR ENVIRONMENTALENGINEER.7.CONTRACTOR IS RESPONSIBLE FOR MEETING GRADING/COMPACTION REQUIREMENTS OUTLINED IN THEGEOTECHNICAL REPORT AND SPECIFICATIONS FOR THE PROJECT.8.CONTRACTOR SHALL CONSTRUCT/GRADE SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSINGDRIVEWAYS IN ACCORDANCE WITH CURRENT ADA STATE AND NATIONAL STANDARDS. NOTIFY ENGINEER INWRITING IMMEDIATELY IF ADA CRITERIA CANNOT BE MET AT ANY LOCATION.9.EXISTING SPOT ELEVATIONS AT MATCH POINTS ARE BASED ON INTERPOLATED POINT TO POINT SURVEY DATA.CONTRACTOR IS RESPONSIBLE FOR VERIFYING CONNECTION POINTS PRIOR TO INSTALLATION OF IMPROVEMENTS.CONTRACTOR SHALL NOTIFY ENGINEER IN WRITING IMMEDIATELY OF ANY FIELD DISCREPANCIES. CONTRACTOR ISRESPONSIBLE FOR MAKING NECESSARY ADJUSTMENTS IN THE FIELD FOR CONSTRUCTABILITY, REGULATORYCOMPLIANCE (ADA), POSITIVE DRAINAGE, AND TO ENSURE SMOOTH TRANSITIONS TO FIELD CONDITIONS.CONTRACTOR IS RESPONSIBLE FOR REWORK OF A DISCREPANCY THAT IS NOT COMMUNICATED TO THE ENGINEERIN WRITING AT NO ADDITIONAL COST TO THE OWNER.1.CONTRACTOR SHALL COMPLY WITH THE SPECIFICATIONS AND REQUIREMENTS OF THE CITY OF CHANHASSEN,CEAM, AND MINNESOTA PLUMBING CODE (MINNESOTA RULES CHAPTER 4714) FOR MATERIALS, INSTALLATION, ANDTESTING OF WATER AND SANITARY UTILITIES.2.CONTRACTOR SHALL MAINTAIN A MINIMUM OF 7'-0” COVER ON ALL SANITARY SEWER AND SERVICES, UNLESSOTHERWISE NOTED.A.PROVIDE INSULATION OVER SANITARY SEWER AND SERVICES WITH PROPOSED ELEVATIONS LESS THANMINIMUM BURY DEPTH PER PROJECT DETAILS.3.CONTRACTOR SHALL MAINTAIN A MINIMUM OF 8'-6” COVER ON ALL WATERLINES, UNLESS OTHERWISE NOTED.PROVIDE HYDRANT EXTENSIONS AND GATE VALVE NUT EXTENSIONS IF WATERLINE IS DEEPER THAN MINIMUMCOVER.A.PROVIDE INSULATION OVER WATERMAIN AND SERVICES WITH PROPOSED ELEVATIONS LESS THAN MINIMUMBURY DEPTH PER PROJECT DETAILS.4.CONTRACTOR SHALL PROVIDE 10 FEET MINIMUM HORIZONTAL SEPARATION (OUTSIDE EDGE OF PIPE TO OUTSIDEEDGE OF PIPE/STRUCTURE) BETWEEN WATER LINES AND SANITARY OR STORM LINES AND STRUCTURES.5.CONTRACTOR SHALL PROVIDE 18 INCH MINIMUM VERTICAL SEPARATION (OUTSIDE EDGE OF PIPE TO OUTSIDEEDGE OF PIPE) BETWEEN WATER LINES AND OTHER UTILITY LINE CROSSINGS. PROVIDE INSULATION WHEREWATER, SANITARY, OR STORM UTILITIES CROSS. OFFSET WATERMAIN AND SERVICES AS NECESSARY.6.PIPE LENGTH INDICATED BETWEEN STRUCTURES IS FROM CENTER OF STRUCTURE TO CENTER OF STRUCTUREUNLESS NOTED OTHERWISE.7.PIPE SIZES SHOWN ON THE PLANS ARE INTERNAL PIPE DIAMETER.8.CONTRACTOR SHALL INSTALL TRACER WIRE ON ALL SEWER AND WATER MAINS, LATERALS, SERVICE PIPE ANDCONNECTIONS TO RISERS, CURB BOXES, MANHOLES, VALVES, HYDRANTS PER CITY REQUIREMENTS AND PROJECTDETAILS AND SPECIFICATIONS.9.IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATER LINES, SANITARY LINES, STORM LINES AND GAS LINES(EXISTING AND PROPOSED), THE WATER LINE MUST INCLUDE ONE FULL LENGTH OF PIPE SO BOTH JOINTS ARE ASFAR FROM THE SEWER AS POSSIBLE AND SHALL HAVE MECHANICAL JOINTS WITH APPROPRIATE THRUSTBLOCKING AS REQUIRED TO PROVIDE MINIMUM CLEARANCE.10.WATERMAINS AND SERVICES SHALL NOT HAVE ANY INTERMITTENT HIGH POINTS, EXCEPT AT HYDRANTS OR ASNOTED AT SPECIFIC LOCATIONS ON THE PLANS.11.CONTRACTOR SHALL VERIFY PIPE SIZE, MATERIAL, AND ELEVATION FOR ALL CONNECTIONS. PROVIDEAPPROPRIATE PIPES AND FITTINGS REQUIRED TO MAKE CONNECTIONS TO EXISTING INFRASTRUCTURE ASVERIFIED IN THE FIELD IN ACCORDANCE WITH CITY REQUIREMENTS.12.SANITARY SEWER AND WATER SERVICES ARE SHOWN TERMINATING AT THE BUILDING FOOTPRINT. VERIFY WITHMEP/PLUMBING PLANS/DESIGNER FOR EXACT LOCATIONS, ELEVATIONS, AND DIMENSIONS OF BACKFLOW DEVICES(DDCV AND PRZ ASSEMBLIES), METERS, AND BUILDING UTILITY ENTRANCE LOCATIONS. PROVIDE A RISER PIPE ASNEEDED TO MATCH PLUMBING PIPING.13.LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED, AND APPROVED PRIOR TO BACKFILLING IN ACCORDANCEWITH AGENCY HAVING JURISDICTION REQUIREMENTS.14.CONTRACTOR SHALL PLACE AND COMPACT SUITABLE FILL MATERIAL BEFORE INSTALLATION OF PROPOSEDUTILITIES.15.PROVIDE METAL FENCE POSTS AT END OF WATER AND SANITARY PIPE STUBS, 4' ABOVE GRADE. WATER FENCEPOST SHALL BE PAINTED BLUE, SANITARY FENCE POST SHALL BE PAINTED GREEN.16.ANY EXISTING STRUCTURES (I.E. MANHOLES, VALVES, ETC.) WITHIN THE LIMITS OF DISTURBANCE SHALL HAVE RIMSADJUSTED TO MATCH PROPOSED GRADES, UNLESS NOTED OTHERWISE. ADJUSTMENTS SHALL BE IN ACCORDANCEWITH CITY REQUIREMENTS.17.UTILITY SERVICES ARE DESIGNED TO 5 FEET OF BUILDING FOOTPRINT. SEE MEP/PLUMBING PLANS FORCONTINUATION. VERIFY LOCATIONS AND INVERT ELEVATIONS WITH MEP/PLUMBING PLANS. PROVIDE A RISER PIPEAS NEEDED TO MATCH PLUMBING PIPING.1.CONTRACTOR SHALL COMPLY WITH THE SPECIFICATIONS OF THE CITY, CEAM, AND MINNESOTA PLUMBING CODE(MINNESOTA RULES CHAPTER 4714) FOR MATERIALS, INSTALLATION, AND TESTING OF STORM UTILITIES2.CONTRACTOR SHALL PROVIDE 18 INCH MINIMUM VERTICAL SEPARATION (OUTSIDE EDGE OF PIPE TO OUTSIDEEDGE OF PIPE/STRUCTURE) BETWEEN WATER LINES AND OTHER UTILITY LINES. PROVIDE INSULATION WHEREWATER, SANITARY, OR STORM UTILITIES CROSS. OFFSET WATERMAIN AND SERVICES AS NECESSARY.3.CONTRACTOR SHALL VERIFY PIPE SIZE, MATERIAL, AND ELEVATION FOR CONNECTIONS. PROVIDE APPROPRIATEPIPES AND FITTINGS REQUIRED TO MAKE CONNECTIONS TO EXISTING INFRASTRUCTURE AS VERIFIED IN THE FIELD.4.CONTRACTOR SHALL PROVIDE AND INSTALL A FLEXIBLE COMPRESSION JOINT TO MAKE WATERTIGHTCONNECTIONS TO MANHOLES IN ACCORDANCE WITH MINNESOTA PLUMBING CODE, SECTION 719.6. RESILIENTRUBBER JOINTS MEETING ASTM C 923 MAY BE USED IF APPROVED BY AGENCY HAVING JURISDICTION, SEEPROJECT DETAILS.5.CONTRACTOR SHALL PLACE AND COMPACT SUITABLE FILL MATERIAL BEFORE INSTALLATION OF PROPOSEDUTILITIES.6.CONTRACTOR IS RESPONSIBLE FOR PROPERLY LOCATING AND INSTALLING CATCH BASINS SO THAT THE INLETFRAME AND GRATE PROPERLY ALIGN WITH CURB AND GUTTER.7.DRAINTILE/SUBSOIL DRAIN AROUND BUILDING PERIMETER NOT SHOWN ON CIVIL DRAWINGS. CONTRACTOR SHALLVERIFY IF DRAINTILE REQUIRED WITH ARCHITECT/STRUCTURAL/MEP AND COORDINATE CONNECTION TO STORMSYSTEM WITH ENGINEER.8.LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED, AND APPROVED PRIOR TO BACKFILLING IN ACCORDANCEWITH CITY SPECIFICATIONS.9.PIPE LENGTH INDICATED BETWEEN STRUCTURES IS FROM CENTER OF STRUCTURE TO CENTER OF STRUCTUREUNLESS NOTED OTHERWISE. PIPE LENGTH INDICATED BETWEEN STRUCTURE AND FLARED END SECTION IS FROMCENTER OF STRUCTURE TO END OF FLARED END SECTION.10.PIPE SIZES SHOWN ON THE PLANS ARE INTERNAL PIPE DIAMETER.11.PROVIDE METAL FENCE POSTS AT END OF STORM SEWER PIPE STUBS, 4' ABOVE GRADE. STORM SEWER FENCEPOST SHALL BE PAINTED RED.1.UNTIL REVISION BLOCK STATES ISSUED FOR CONSTRUCTION, THE PLAN SET IS NOT CERTIFIED FORCONSTRUCTION AND CONTRACTOR IS BUILDING AT THEIR OWN RISK.2.EXISTING CONDITIONS SHOWN ARE FROM A TOPOGRAPHIC SURVEY COMPLETED BY WSB, PROJECT NO. 023347-000.EXISTING FEATURES MAY NOT BE EXACT TO THEIR LOCATION. CONTRACTOR IS RESPONSIBLE FOR VERIFYING THECONDITIONS OF THE SITE AND MUST IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF DISCREPANCIES ORVARIATIONS FROM THE DRAWINGS.a.STANTEC DOES NOT GUARANTEE THE ADEQUACY, ACCURACY, AND COMPLETENESS OF WORK BY OTHERS.3.CONTRACTOR RESPONSIBLE FOR CONTACTING GOPHER STATE ONE CALL (1-800-252-1166) A MINIMUM OF 48 HOURSIN ADVANCE (EXCLUDING HOLIDAYS AND WEEKENDS) BEFORE STARTING WORK FOR LOCATIONS OFUNDERGROUND UTILITIES.4.CONTRACTOR SHALL ANTICIPATE PRIVATE UTILITY CONFLICTS THROUGHOUT THE PROJECT SUB CUT AND TRENCHAREAS AND MUST COORDINATE THE RELOCATION OR PROTECTION OF EXISTING UTILITIES, OR INSTALLATION OFNEW UTILITIES WITH UTILITY OWNERS THAT MAY HAVE BURIED OR AERIAL UTILITIES WITHIN OR NEAR THECONSTRUCTION AREA BEFORE STARTING WORK. COSTS FOR SUCH WORK, INCLUDING EXTRA TIME AND EFFORTFOR PROVISIONS NECESSARY TO WORK AROUND OR UNDER UTILITIES, IS THE RESPONSIBILITY OF THECONTRACTOR WITH NO ADDITIONAL COST TO THE OWNER. FEES OR CHARGES WHICH ARE TO BE PAID TO THEUTILITY COMPANY, INCLUDING WORK THAT MUST BE PERFORMED BY THE UTILITY COMPANY, ARE AT NOADDITIONAL COST TO THE OWNER.5.QUANTITIES ARE APPROXIMATE, AND MAY VARY TO ALLOW COMPLETION OF WORK.6.WORK AND MATERIALS MUST COMPLY WITH CITY, COUNTY, STATE, AND FEDERAL (INCLUDING OSHA) REGULATIONSAND CODES.7.CONTRACTOR SHALL COORDINATE WORK WITH OTHER CONTRACTORS PERFORMING WORK AT OR NEAR THE SITE.8.CONTRACTOR SHALL COORDINATE AND MAINTAIN ACCESS TO ADJACENT PROPERTIES THROUGHOUTCONSTRUCTION.9.CONTRACTOR SHALL COORDINATE AND MAINTAIN MAIL, GARBAGE, AND RECYCLING SERVICES TO PROPERTIESTHROUGHOUT CONSTRUCTION.10.CONTRACTOR SHALL COORDINATE AND MAINTAIN STORMWATER DRAINAGE CONVEYANCE THROUGHOUTCONSTRUCTION (BOTH PIPED AND OVERLAND FLOW).11.CONTRACTOR SHALL COORDINATE AND MAINTAIN UTILITY SERVICES TO ADJACENT PROPERTIES AT ALL TIMES.UTILITY SERVICE MUST NOT BE INTERRUPTED WITHOUT APPROVAL FROM OWNER, CITY, AND ADJACENTPROPERTIES.12.CONTRACTOR SHALL COORDINATE WITH UTILITY SERVICES FOR SMALL UTILITY INSTALLATION.13.CONSTRUCTION LIMITS ARE TO PROPERTY LINE UNLESS SHOWN OR NOTED OTHERWISE. CONTRACTOR SHALLRESTRICT CONSTRUCTION ACTIVITIES TO AREAS DESIGNATED ON PLANS WITHIN THE CONSTRUCTION LIMITS.14.CONTRACTOR SHALL PRESERVE AND PROTECT EXISTING PAVEMENT, SITE FEATURES, UTILITIES, TREES, ETC.,UNLESS NOTED OR SHOWN OTHERWISE.15.CONTRACTOR SHALL PHOTO OR VIDEO DOCUMENT EXISTING CONDITIONS OF TREES AND PLANTINGS, ADJOININGCONSTRUCTION, SURFACES, AND SITE IMPROVEMENTS, ETC. TO REMAIN THAT MIGHT BE MISCONSTRUED ASDAMAGE CAUSED BY CONSTRUCTION OPERATIONS. SUBMIT TO ENGINEER AND OWNER BEFORE CONSTRUCTIONBEGINS. USE ADEQUATELY DETAILED PHOTOGRAPHS OR VIDEO RECORDINGS. INCLUDE PLANS AND NOTATIONS TOINDICATE SPECIFIC EXISTING DAMAGE CONDITIONS OF ITEMS DESIGNATED TO REMAIN. ANY DAMAGE TO THEEXISTING PAVEMENT, CURBING, STRIPING, OR OTHER SITE FEATURE TO REMAIN MUST BE REPLACED BY THECONTRACTOR, TO OWNER'S SATISFACTION, AT NO ADDITIONAL COST TO THE OWNER.16.CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENTPROPERTIES DURING CONSTRUCTION AND WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES.17.CONTRACTOR MUST IMMEDIATELY NOTIFY THE OWNER AND ENGINEER IN WRITING OF DISCREPANCIES ORCONFLICTS IN THE CONTRACT DOCUMENTS BEFORE COMMENCING WORK. NO FIELD CHANGES OR DEVIATIONSARE TO BE MADE WITHOUT PRIOR WRITTEN APPROVAL FROM THE ENGINEER. FAILURE TO NOTIFY OWNER ANDENGINEER OF AN IDENTIFIABLE CONFLICT BEFORE PROCEEDING WITH INSTALLATION RELIEVES OWNER ANDENGINEER OF ANY OBLIGATION TO PAY FOR A RELATED CHANGE ORDER.18.CONTRACTOR SHALL HAVE ONE COPY OF EACH REQUIRED CONSTRUCTION PERMIT AND ONE COPY OF THE MOSTCURRENT AND COMPLETE SET OF CONSTRUCTION DOCUMENTS (INCLUDING PLANS, SPECIFICATIONS,GEOTECHNICAL REPORT, SPECIAL CONDITIONS AND PROVISIONS, ETC.) AVAILABLE AT THE PROJECT SITE AT ALLTIMES.19.CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR IMPLEMENTATION AND ENFORCEMENT OF SAFE WORKPRACTICES, INCLUDING BUT NOT LIMITED TO PERSONNEL MONITORING, USE OF TRENCHING, SHEETING, ANDSHORING, SCAFFOLDING; MATERIALS HANDLING AND DRILLING; OPERATION OF EQUIPMENT; AND SAFETY OFPUBLIC DURING PROGRESS OF WORK.20.CONTRACTOR SHALL PLAN FOR AND ENSURE PERSONNEL COMPLY WITH PROVISIONS OF OSHA SAFETY ANDHEALTH STANDARDS (29 CFR 1910) AND GENERAL CONSTRUCTION STANDARDS (29 CFR 1926) AS APPROPRIATE.21.CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING, AND SUPERVISING SAFETY PRECAUTIONSAND PROGRAMS IN CONNECTION WITH WORK. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS FOR SAFETYOF EMPLOYEES ON PROJECT SITE AND OTHER PERSONS AND ORGANIZATIONS WHO MAY BE AFFECTED BY THEPROJECT. CONTRACTOR'S DUTIES AND RESPONSIBILITIES FOR SAFETY IN CONNECTION WITH WORK SHALLCONTINUE UNTIL SUCH TIME AS ALL WORK IS COMPLETED, AND ENGINEER HAS ISSUED NOTICE TO CONTRACTORTHAT WORK IS COMPLETE.22.HAZARDOUS MATERIALS, INCLUDING BUT NOT LIMITED TO OIL, GASOLINE, PAINT AND OTHER HAZARDOUSSUBSTANCES MUST BE PROPERLY STORED, BY THE CONTRACTOR, INCLUDING SECONDARY CONTAINMENTS, TOPREVENT SPILLS, LEAKS OR OTHER DISCHARGE. RESTRICTED ACCESS TO STORAGE AREAS MUST BE PROVIDED TOPREVENT VANDALISM. STORAGE AND DISPOSAL OF HAZARDOUS WASTE MUST BE IN COMPLIANCE WITH MPCAREGULATIONS. CONTRACTOR SHALL REMOVE SPILL OF FUELS, OILS, OR OTHER CHEMICALS IMMEDIATELY UPONDETECTION.23.IF CONSTRUCTION IS ANTICIPATED TO OCCUR DURING COLD WEATHER, IN THE EVENT THAT SNOW/ICE REMOVAL ISREQUIRED FOR SITE ACCESS AND CONSTRUCTION ACTIVITIES, CONTRACTOR SHALL COORDINATE WITH OWNERFOR ACCEPTABLE SNOW/ICE STORAGE AREAS ONSITE. SNOW/ICE REMOVAL AND STORAGE IS INCIDENTAL TO THECONTRACT.24.CONTRACTOR SHALL DOCUMENT AND MAINTAIN AS-BUILT INFORMATION AS CONSTRUCTION PROGRESSES AND ISRESPONSIBLE FOR PROVIDING AS-BUILT DRAWINGS TO THE OWNER AS REQUIRED BY JURISDICTIONAL AGENCIESFOR CERTIFICATION. ALL AS-BUILT DATA MUST BE COLLECTED BY A STATE OF MN PROFESSIONAL LAND SURVEYORWHOSE SERVICES ARE ENGAGED AND PAID FOR BY THE CONTRACTOR IN ACCORDANCE WITH CITYSPECIFICATIONS.25.LAWS OR REQUIREMENTS OF PUBLIC AUTHORITY PRESCRIBE A HIGHER STANDARD/REQUIREMENT, THEN THEHIGHER STANDARD/REQUIREMENT PRESCRIBED SHALL SUPERSEDE THE PROVISIONS OF THIS DOCUMENT.1.SEE GENERAL NOTES FOR ADDITIONAL PROJECT AND SITE INFORMATION.2.CONTRACTOR SHALL MAINTAIN STREET AND TRAFFIC SIGNS AT ALL TIMES DURING CONSTRUCTION.3.SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES MUST BE IN ACCORDANCE WITH THEMANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND CITY STANDARDS.1.CONTRACTOR SHALL PROTECT EXISTING TREES THAT ARE NOT TO BE REMOVED. INSTALL ORANGE MESH FENCING,4 FEET HIGH, WITH STAKES EVERY 10 FEET, 5 FEET OUTSIDE OF THE DRIP LINE OF PRESERVED TREES, OR AT THECONSTRUCTION LIMITS. DO NOT PERFORM ACTIONS WITHIN THE PROTECTED AREA THAT MAY HARM THE TREEAND COMPACT THE SOIL, INCLUDING EXCAVATION, STORING MATERIALS, PARKING AND TRAFFIC DURINGCONSTRUCTION. WHERE CONSTRUCTION REQUIRES DISTURBANCE WITHIN THE PROTECTED AREAS, DISTURB THEROOT ZONE AS LITTLE AS POSSIBLE.2.TREE PROTECTION MEASURES/FENCING MUST BE IN PLACE PRIOR TO BEGINNING CONSTRUCTION AND MUST BEREVIEWED BY OWNER AND ENGINEER BEFORE STARTING CONSTRUCTION.3.WHEN TREE ROOTS ARE ENCOUNTERED THAT MUST BE REMOVED, CONTRACTOR SHALL CUT ROOTS CLEANLY ASFAR FROM THE TREE AS POSSIBLE AND IMMEDIATELY WATER AND BACKFILL OVER THE ROOTS TO PREVENTDRYING.1.THE HORIZONTAL CONTROL FOR THIS PLAN IS NAD83 HENNEPIN COUNTY COORDINATES SYSTEM US FOOT.2.THE VERTICAL CONTROL FOR THIS PLAN IS NAVD88.C-002GENERAL NOTES708 BITUMINOUS SURFACEBITUMINOUS SURFACE BITUMINOUS SURFACEBITUMINOUS SURFACEOWNER: CITY OF CHANHASSENADDRESS: 7711 KERBER BLVDPID: 257740020OWNER: CITY OF CHANHASSENADDRESS: 7610 LAREDO DRPID: 250122100EXISTINGBUILDINGEXISTING BUILDING EXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGBITUMINOUS SURFACEBITUMINOUS SURFACE BITUMINOUS SURFACE BITUMINOUS SURFACE BITUMINOUS SURFACEBITUMINOUS SURFACEBITUMINOUS SURFACEBITUMINOUS SURFACECONCRETE PAVERS CONCRETE PAVERS CONCRETE SURFACESTSTSTSTSTSTSTSTWVWVWVSTSTSTSTSTSTSTWVWVWVWVWVWVWVWVWVWVSTSTSTSTSTSTSTSTWVWVWVSTSTSTSTSTSTSTWVWVWVWVWVWVWVWVWVWV21032969.76san INV E21034969.83san INV WCONCRETE SIDEWALKCLAYBRICKPAVERSCONCRETE PAVERSN89°11'30"W 945.71N00°16'25"E 204.99N89°11'30"W 429.02N00°16'25"E 414.31N2 5 ° 3 6 ' 5 3 " E 7.7 2S88°29'47"E 488.04N00°16'25"E 594.63 S88°48'17"E 516.74S88°06'20"E (PLAT)N00°58'22"E (PLAT) N00°16'25"E 204.99 232.20 362.43 528.97416.74S88°29'33"E (PLAT)S89°11'30"E 12.28416.74253.38 160.93 N89°11'30"W 36.33N88°29'33"W (PLAT)N00°16'25"E 204.99N00°58'22"E (PLAT)N89°11'30"W 36.33N88°29'33"W (PLAT)49.87505049.8786.2086.20864.98990.00N88°06'20"W (PLAT)S88°48'17"E 396.2376.24 OWNER: CITY OF CHANHASSENADDRESS: 7700 MARKET BLVDPID: 257740010OWNER: CITY OF CHANHASSENADDRESS: 7711 KERBER BLVDPID: 257740020OWNER: CITY OF CHANHASSENADDRESS: 7610 LAREDO DRPID: 250122100424.728.00N88°29'33"W (PLAT)N00°58'22"E (PLAT)S87°47'50"E (PLAT)N2 6 ° 1 8 ' 5 0 " E ( P L A T ) N00°58'22"E (PLAT)L=40.28R=26.00Δ=88°46'12"DRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITION W. 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NO. 1691678.00OWNER: AREA INVEST LLCADDRESS: 7730 LAREDO DRPID: 250122000OWNER: IND SCHOOL DIST 112ADDRESS: 7600 LAREDO DRPID: 250125200WVSST838995.32842996.09elec ETRN EMTREB843995.91electric panel846995.53electric generatorEB© 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSCERTIFICATION111/09/202360% DD SET222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211/17/2023100% DD PROGRESS SET312/01/2023100% DD SET401/22/202460% CD PROGRESS SET\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-003 EXISTING CONDITIONS.dwg 2/16/2024 KUECHLE, HALEY 501/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTION ( IN FEET )GRAPHIC SCALE01 inch = 40 ft.408040SEE SHEET C-006C-003OVERALL EXISTINGCONDITIONSSEE SHEET C-005SEE SHEET C-004LEGENDLOT LINEEXISTING STORM SEWEREXISTING SANITARY SEWEREXISTING WATERMAINGGEXISTING UNDERGROUND GAS LINEF/OF/OEXISTING UNDERGROUND FIBER OPTIC LINEUEUEEXISTING UNDERGROUND ELECTRIC LINEEXISTING EDGE OF PAVEMENTEXISTING TREE LINEEXISTING CONCRETE SURFACEEXISTING ASPHALT SURFACEEXISTING BUILDINGEXISTING MINOR CONTOUREXISTING MAJOR CONTOURPROPERTY BOUNDARYEXISTING CURB AND GUTTEREXISTING CLAY BRICK PAVERS1.SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES.2.EXISTING CONDITIONS SHOWN ARE FROM A TOPOGRAPHICSURVEY COMPELTED BY WSB, PROJECT NO. 023347-000.EXISTING FEATURES MAY NOT BE EXACT TO THEIR LOCATION.CONTRACTOR IS RESPONSIBLE FOR VERIFYING THECONDITIONS OF THE SITE AND MUST IMMEDIATELY NOTIFY THEENGINEER IN WRITING OF DISCREPANCIES OR VARIATIONSFROM THE DRAWINGS.2.1.STANTEC DOES NOT GUARANTEE THE ADEQUACY,ACCURACY, AND COMPLETENESS OF WORK BY OTHERS.NOTESEXISTING SANITARY MANHOLEEXISTING STORM SEWER MANHOLEEXISTING STORM SEWER INLETEXISTING HYDRANTEXISTING WATER VALVEWVDYHEXISTING BOLLARD/POSTEXISTING LIGHT POLEEXISTING HANDICAP PARKING SPACEEBEXISTING AUTO SPRINKLEREXISTING POST INDICATOR VALVEEXISTING TELEPHONE MANHOLEEXISTING ELECTRICAL PEDESTALEXISTING ELECTRIC METEREXISTING TRANSFORMEREXISTING AIR CONDITIONEREXISTING ELECTRIC MANHOLEEXISTING GAS METER709 OWNER: CITY OF CHANHASSENADDRESS: 7711 KERBER BLVDPID: 257740020EXISTINGBUILDINGEXISTINGBUILDINGBITUMINOUS SURFACEBITUMINOUS SURFACE BITUMINOUS SURFACE BITUMINOUS SURFACEBITUMINOUS SURFACEBITUMINOUS SURFACEBITUMINOUS SURFACECONCRETE PAVERS CONCRETE PAVERS CONCRETE SURFACESTSTSTSTSTSTSTSTWVWVWVSTSTSTSTWVWVSTSTSTSTSTSTSTSTWVWVWVSTSTSTSTWVWV21032969.76san INV E21034969.83san INV WCONCRETE SIDEWALK CLAYBRICKPAVERSCONCRETE PAVERSN00°16'25"E 414.31N2 5 ° 3 6 ' 5 3 " E 7.7 2S88°29'47"E 488.04N00°16'25"E 594.63 S88°48'17"E 516.74S88°06'20"E (PLAT)232.20 362.43 S88°29'33"E (PLAT)S89°11'30"E 12.28253.38 160.93 N89°11'30"W 36.33N88°29'33"W (PLAT)49.8786.2086.2076.24 OWNER: CITY OF CHANHASSENADDRESS: 7711 KERBER BLVDPID: 257740020N00°58'22"E (PLAT)S87°47'50"E (PLAT)N2 6 ° 1 8 ' 5 0 " E ( P L A T ) N00°58'22"E (PLAT)L=40.28R=26.00Δ=88°46'12"DRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITION E. 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THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTION LEGEND( IN FEET )GRAPHIC SCALE01 inch = 20 ft.204020SEE SHEET C-103SEE SHEET C-006 SEE SHEET C-005C-004PHASE 1 EXISTINGCONDITIONS1.SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES.2.EXISTING CONDITIONS SHOWN ARE FROM A TOPOGRAPHICSURVEY COMPELTED BY WSB, PROJECT NO. 023347-000.EXISTING FEATURES MAY NOT BE EXACT TO THEIR LOCATION.CONTRACTOR IS RESPONSIBLE FOR VERIFYING THECONDITIONS OF THE SITE AND MUST IMMEDIATELY NOTIFY THEENGINEER IN WRITING OF DISCREPANCIES OR VARIATIONSFROM THE DRAWINGS.2.1.STANTEC DOES NOT GUARANTEE THE ADEQUACY,ACCURACY, AND COMPLETENESS OF WORK BY OTHERS.NOTESLOT LINEEXISTING STORM SEWEREXISTING SANITARY SEWEREXISTING WATERMAINGGEXISTING UNDERGROUND GAS LINEF/OF/OEXISTING UNDERGROUND FIBER OPTIC LINEUEUEEXISTING UNDERGROUND ELECTRIC LINEEXISTING EDGE OF PAVEMENTEXISTING TREE LINEEXISTING CONCRETE SURFACEEXISTING ASPHALT SURFACEEXISTING BUILDINGEXISTING MINOR CONTOUREXISTING MAJOR CONTOURPROPERTY BOUNDARYEXISTING CURB AND GUTTEREXISTING SANITARY MANHOLEEXISTING STORM SEWER MANHOLEEXISTING STORM SEWER INLETEXISTING HYDRANTEXISTING WATER VALVEWVDYHEXISTING BOLLARD/POSTEXISTING LIGHT POLEEXISTING HANDICAP PARKING SPACEEXISTING CLAY BRICK PAVERSEBEXISTING AUTO SPRINKLEREXISTING POST INDICATOR VALVEEXISTING TELEPHONE MANHOLEEXISTING ELECTRICAL PEDESTALEXISTING ELECTRIC METEREXISTING TRANSFORMEREXISTING AIR CONDITIONEREXISTING ELECTRIC MANHOLEEXISTING GAS METER710 OWNER: CITY OF CHANHASSENADDRESS: 7711 KERBER BLVDPID: 257740020EXISTINGBUILDINGBITUMINOUS SURFACE BITUMINOUS SURFACE BITUMINOUS SURFACE BITUMINOUS SURFACEBITUMINOUS SURFACEBITUMINOUS SURFACECONCRETE PAVERS CONCRETE SURFACESTSTSTSTSTSTWVWVWVSTSTSTSTSTSTWVWVWVCLAYBRICKPAVERSCONCRETE PAVERSN89°11'30"W 945.71N00°16'25"E 414.31 N00°16'25"E 594.63 S88°48'17"E 516.74S88°06'20"E (PLAT)N00°58'22"E (PLAT) N00°16'25"E 204.99 232.20 362.43 528.97S88°29'33"E (PLAT)S89°11'30"E 12.28253.38 160.93 N89°11'30"W 36.33N88°29'33"W (PLAT)N00°16'25"E 204.99N00°58'22"E (PLAT)N89°11'30"W 36.33N88°29'33"W (PLAT)49.87505049.8786.20990.00OWNER: CITY OF CHANHASSENADDRESS: 7700 MARKET BLVDPID: 257740010OWNER: CITY OF CHANHASSENADDRESS: 7711 KERBER BLVDPID: 257740020N88°29'33"W (PLAT)N00°58'22"E (PLAT) N00°58'22"E (PLAT)DRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITION W. 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THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTION ( IN FEET )GRAPHIC SCALE01 inch = 20 ft.204020SEE SHEET C-004SEE SHEET C-006 C-005PHASE 2 NORTHWESTEXISTING CONDITIONSLEGEND1.SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES.2.EXISTING CONDITIONS SHOWN ARE FROM A TOPOGRAPHICSURVEY COMPELTED BY WSB, PROJECT NO. 023347-000.EXISTING FEATURES MAY NOT BE EXACT TO THEIR LOCATION.CONTRACTOR IS RESPONSIBLE FOR VERIFYING THECONDITIONS OF THE SITE AND MUST IMMEDIATELY NOTIFY THEENGINEER IN WRITING OF DISCREPANCIES OR VARIATIONSFROM THE DRAWINGS.2.1.STANTEC DOES NOT GUARANTEE THE ADEQUACY,ACCURACY, AND COMPLETENESS OF WORK BY OTHERS.NOTESLOT LINEEXISTING STORM SEWEREXISTING SANITARY SEWEREXISTING WATERMAINGGEXISTING UNDERGROUND GAS LINEF/OF/OEXISTING UNDERGROUND FIBER OPTIC LINEUEUEEXISTING UNDERGROUND ELECTRIC LINEEXISTING EDGE OF PAVEMENTEXISTING TREE LINEEXISTING CONCRETE SURFACEEXISTING ASPHALT SURFACEEXISTING BUILDINGEXISTING MINOR CONTOUREXISTING MAJOR CONTOURPROPERTY BOUNDARYEXISTING CURB AND GUTTEREXISTING SANITARY MANHOLEEXISTING STORM SEWER MANHOLEEXISTING STORM SEWER INLETEXISTING HYDRANTEXISTING WATER VALVEWVDYHEXISTING BOLLARD/POSTEXISTING LIGHT POLEEXISTING HANDICAP PARKING SPACEEXISTING CLAY BRICK PAVERSEBEXISTING AUTO SPRINKLEREXISTING POST INDICATOR VALVEEXISTING TELEPHONE MANHOLEEXISTING ELECTRICAL PEDESTALEXISTING ELECTRIC METEREXISTING TRANSFORMEREXISTING AIR CONDITIONEREXISTING ELECTRIC MANHOLEEXISTING GAS METER711 BITUMINOUS SURFACEBITUMINOUS SURFACE BITUMINOUS SURFACEBITUMINOUS SURFACE OWNER: CITY OF CHANHASSENADDRESS: 7610 LAREDO DRPID: 250122100EXISTINGBUILDINGEXISTING BUILDING EXISTINGBUILDINGBITUMINOUS SURFACE BITUMINOUS SURFACEBITUMINOUS SURFACEWVWVWVWVWVWVWVWVWVWVWVWVWVWVWVWVWVWVWVWVN89°11'30"W 945.71N00°16'25"E 204.99N89°11'30"W 429.02N00°16'25"E 414.31 N00°58'22"E (PLAT)N00°16'25"E 204.99 416.74S88°29'33"E (PLAT)S89°11'30"E 12.28416.74253.38 160.93 990.00OWNER: CITY OF CHANHASSENADDRESS: 7610 LAREDO DRPID: 250122100424.728.00N88°29'33"W (PLAT)N00°58'22"E (PLAT)DRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONE. 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LINE E. 424.72 FEET SW 1/4 SW 1/4 864.98 8.00OWNER: AREA INVEST LLCADDRESS: 7730 LAREDO DRPID: 250122000ADDRESS: 7600 LAREDO DRPID: 250125200980980 980980 980980980978979979 979981 981981 981981 982 982982982982982 982 983983983983983 983984984984984996996996 996 996 9969969969969969969 9 6 996996 © 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSCERTIFICATION111/09/202360% DD SET222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211/17/2023100% DD PROGRESS SET312/01/2023100% DD SET401/22/202460% CD PROGRESS SET\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-003 EXISTING CONDITIONS.dwg 2/16/2024 KUECHLE, HALEY 501/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTION ( IN FEET )GRAPHIC SCALE01 inch = 20 ft.204020SEE SHEET C-005C-006PHASE 2 NORTHEASTEXISTING CONDITIONS1.SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES.2.EXISTING CONDITIONS SHOWN ARE FROM A TOPOGRAPHICSURVEY COMPELTED BY WSB, PROJECT NO. 023347-000.EXISTING FEATURES MAY NOT BE EXACT TO THEIR LOCATION.CONTRACTOR IS RESPONSIBLE FOR VERIFYING THECONDITIONS OF THE SITE AND MUST IMMEDIATELY NOTIFY THEENGINEER IN WRITING OF DISCREPANCIES OR VARIATIONSFROM THE DRAWINGS.2.1.STANTEC DOES NOT GUARANTEE THE ADEQUACY,ACCURACY, AND COMPLETENESS OF WORK BY OTHERS.NOTESLEGENDLOT LINEEXISTING STORM SEWEREXISTING SANITARY SEWEREXISTING WATERMAINGGEXISTING UNDERGROUND GAS LINEF/OF/OEXISTING UNDERGROUND FIBER OPTIC LINEUEUEEXISTING UNDERGROUND ELECTRIC LINEEXISTING EDGE OF PAVEMENTEXISTING TREE LINEEXISTING CONCRETE SURFACEEXISTING ASPHALT SURFACEEXISTING BUILDINGEXISTING MINOR CONTOUREXISTING MAJOR CONTOURPROPERTY BOUNDARYEXISTING CURB AND GUTTEREXISTING SANITARY MANHOLEEXISTING STORM SEWER MANHOLEEXISTING STORM SEWER INLETEXISTING HYDRANTEXISTING WATER VALVEWVDYHEXISTING BOLLARD/POSTEXISTING LIGHT POLEEXISTING HANDICAP PARKING SPACEEXISTING CLAY BRICK PAVERSEBEXISTING AUTO SPRINKLEREXISTING POST INDICATOR VALVEEXISTING TELEPHONE MANHOLEEXISTING ELECTRICAL PEDESTALEXISTING ELECTRIC METEREXISTING TRANSFORMEREXISTING AIR CONDITIONEREXISTING ELECTRIC MANHOLEEXISTING GAS METER712 BITUMINOUS SURFACEBITUMINOUS SURFACE BITUMINOUS SURFACEBITUMINOUS SURFACE EXISTINGBUILDINGEXISTING BUILDING EXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGBITUMINOUS SURFACEBITUMINOUS SURFACE BITUMINOUS SURFACE BITUMINOUS SURFACE BITUMINOUS SURFACEBITUMINOUS SURFACEBITUMINOUS SURFACEBITUMINOUS SURFACECONCRETE PAVERS CONCRETE PAVERS CONCRETE SURFACESTSTSTSTSTSTSTSTWVWVWVSTSTSTSTSTSTSTWVWVWVWVWVWVWVWVWVWVSTSTSTSTSTSTSTSTWVWVWVSTSTSTSTSTSTSTWVWVWVWVWVWVWVWVWVWV21032969.76san INV E21034969.83san INV WCONCRETE SIDEWALKCLAYBRICKPAVERSCONCRETE PAVERSN89°11'30"W 945.71N00°16'25"E 204.99N89°11'30"W 429.02N00°16'25"E 414.31N2 5 ° 3 6 ' 5 3 " E 7.7 2S88°29'47"E 488.04N00°16'25"E 594.63 S88°48'17"E 516.74S88°06'20"E (PLAT)N00°58'22"E (PLAT) N00°16'25"E 204.99 232.20 362.43 528.97416.74S88°29'33"E (PLAT)S89°11'30"E 12.28416.74253.38 160.93 N89°11'30"W 36.33N88°29'33"W (PLAT)N00°16'25"E 204.99N00°58'22"E (PLAT)N89°11'30"W 36.33N88°29'33"W (PLAT)49.87505049.8786.2086.20864.98990.00N88°06'20"W (PLAT)S88°48'17"E 396.2376.24 OWNER: CITY OF CHANHASSENADDRESS: 7700 MARKET BLVDPID: 257740010OWNER: CITY OF CHANHASSENADDRESS: 7711 KERBER BLVDPID: 257740020OWNER: CITY OF CHANHASSENADDRESS: 7610 LAREDO DRPID: 250122100424.728.00N88°29'33"W (PLAT)N00°58'22"E (PLAT)S87°47'50"E (PLAT)N2 6 ° 1 8 ' 5 0 " E ( P L A T ) N00°58'22"E (PLAT)L=40.28R=26.00Δ=88°46'12"DRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITION W. LINELOT 1N. LINELOT 1E. LINELOT 1E. LINELOT 2S. LINELOT 1S. LINE LOT 2W. LINELOT 2N. LINELOT 2S. LINE N. 660.00 FEET SW 1/4 SW 1/4S. LINE N. 864.98 FEET SW 1/4 SW 1/4E. LINE SW 1/4 SW 1/4 W. LINE E. 424.72 FEET SW 1/4 SW 1/4S. LINE SW 1/4864.98 660.00 ROADWAY AND UTILITYEASEMENT PERDOC. NO. 1691678.00OWNER: AREA INVEST LLCADDRESS: 7730 LAREDO DRPID: 250122000OWNER: IND SCHOOL DIST 112ADDRESS: 7600 LAREDO DRPID: 250125200WVSST838995.32842996.09elec ETRN EMTREB843995.91electric panel846995.53electric generatorEB© 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSCERTIFICATION111/09/202360% DD SET222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211/17/2023100% DD PROGRESS SET312/01/2023100% DD SET401/22/202460% CD PROGRESS SET\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-001 REMOVALS AND PRECONSTURCTION EROSION CONTROL PLAN.dwg 2/16/2024 KUECHLE, HALEY 501/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTION SEE SHEET C-009SEE SHEET C-010SEE SHEET C-008( IN FEET )GRAPHIC SCALE01 inch = 40 ft.408040C-007OVERALL REMOVALS &PRECONSTRUCTIONEROSION CONTROLPLANNOTES1.CONSTRUCTION SITE SHALL HAVE STABILIZED CONSTRUCTIONENTRANCE AT ALL TIMES THROUGHOUT THE DURATION OF THEPROJECT. CONTRACTOR IS ULTIMATELY RESPONSIBLE TO PROTECTDOWNSTREAM WATERS FROM CONSTRUCTION RUNOFF.2.UNTRENCHED SILT FENCE OR ORANGE SNOW FENCE MAY BE USED FORTREE PROTECTION.3.CONSTRUCTION LIMITS AND SILT FENCE SHOWN OFFSET FROMPROPERTY LINE FOR CLARITY, WHERE APPLICABLE.4.CLEAR AND GRUB AS NEEDED WITHIN GRADING LIMITS.5.THE CITY OF CHANHASSEN SHALL HAVE FIRST RIGHT OF REFUSAL TORETAIN ALL SITE FURNISHING, LIGHT POLES, CLAY PAVER (PALLETIZED),PUBLIC ART/SCULPTURES, ATHLETIC AND PARK EQUIPMENT.CONTRACTOR SALVAGED ITEMS TO BE RETAINED BY CITY SHALL BESTOCKPILED ON-SITE FOR CITY USE. COORDINATION WITH CITY ANDSALVAGING OF CITY OWNED ITEMS SHALL BE INCIDENTAL TO THEDEMOLITION COSTS. ITEMS NOT SELECTED FOR SALVAGE SHALLBECOME THE OWNERSHIP OF THE CONTRACTOR AND RELATED COSTSTO BE INCLUDED WITH THE CONTRACT.6.EXISTING SMALL UTILITY SERVICE LINES MAY NOT BE SHOWN IN THEIRENTIRETY ON PLANS. CONTRACTOR TO VERIFY LOCATIONS OF EXISTINGUTILITY SERVICE LINES WITHIN THE LIMITS OF DISTURBANCE ANDREMOVE EXISTING INFRASTRUCTURE AS NECESSARY TO INSTALLPROPOSED IMPROVEMENTS. CONTRACTOR TO COORDINATE WITHUTILITY SERVICE PROVIDER AND ENSURE THAT DRY UTILITY SERVICELINES ARE PROTECTED THROUGHOUT CONSTRUCTION.LEGENDLOT LINEEASEMENT LINEPROPERTY BOUNDARYREMOVE STORM SEWERREMOVE SANITARY SEWERREMOVE WATERMAINREMOVE SANITARY MANHOLEREMOVE STORM SEWER MANHOLEREMOVE STORM SEWER INLETREMOVE BITUMINOUS PAVEMENTREMOVE CONCRETE PAVEMENTREMOVE CURB AND GUTTERSAWCUT PAVEMENTREMOVE BUILDINGLIMITS OF CONSTRUCTIONPHASE 2 REMOVALSSALVAGE CLAY PAVERSREMOVE CONCRETE PAVERSCONSTRUCTION LIMITS713 EXISTINGBUILDINGEXISTINGBUILDINGBITUMINOUS SURFACEBITUMINOUS SURFACE BITUMINOUS SURFACE BITUMINOUS SURFACE BITUMINOUS SURFACEBITUMINOUS SURFACEBITUMINOUS SURFACEBITUMINOUS SURFACECONCRETE PAVERS CONCRETE PAVERS CONCRETE SURFACESTSTSTSTSTSTSTSTWVWVWVSTSTSTSTWVWVSTSTSTSTSTSTSTSTWVWVWVSTSTSTSTWVWV21032969.76san INV E21034969.83san INV WCONCRETE SIDEWALK CLAYBRICKPAVERSCONCRETE PAVERSN00°16'25"E 414.31N2 5 ° 3 6 ' 5 3 " E 7.7 2S88°29'47"E 488.04N00°16'25"E 594.63 S88°48'17"E 516.74S88°06'20"E (PLAT)232.20 362.43 S88°29'33"E (PLAT)S89°11'30"E 12.28253.38 160.93 N89°11'30"W 36.33N88°29'33"W (PLAT)49.8786.2086.2076.24 OWNER: CITY OF CHANHASSENADDRESS: 7711 KERBER BLVDPID: 257740020N00°58'22"E (PLAT)S87°47'50"E (PLAT)N2 6 ° 1 8 ' 5 0 " E ( P L A T ) N00°58'22"E (PLAT)L=40.28R=26.00Δ=88°46'12"DRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITION E. LINELOT 2S. LINELOT 1S. LINE LOT 2W. LINELOT 2N. LINELOT 2W. LINE E. 424.72 FEET SW 1/4 SW 1/4S. LINE SW 1/4ST838995.32842996.09elec ETRN EMTREB843995.91electric panel846995.53electric generatorEBPHASE 2 CONSTRUCTION:REMOVE OR ABANDON, BULKHEADAND BLOW FULL OF SANDPHASE 1 CONSTRUCTION:REMOVE AND PROVIDE TEMPORARYREROUTE OR PUMPING SANITARYWASTE TO ALLOW FOR BUILDINGCONSTRUCTIONEXISTING CITY HALL TO BEDEMOLISHED UPONCOMPLETION OF NEW CITY HALLPRESERVE AND PROTECTEXISTING UTILITIESDURING FIRST PHASEEXISTING CITY HALL TO BEDEMOLISHED UPONCOMPLETION OF NEW CITY HALLPRESERVE AND PROTECTEXISTING UTILITIESDURING FIRST PHASE1.11.21.21.21.21.21.21.41.41.41.41.41.41.41.41.41.41.21.71.71.71.71.71.71.71.71.71.71.71.71.71.281.71.71.71.71.72.101.71.71.71.51.51.301.261.51.51.51.51.51.51.51.51.51.51.51.51.51.51.51.51.301.51.51.61.81.91.92.21.91.102.31.102.102.42.101.111.112.102.12.12.22.32.42.52.52.52.52.41.251.251.251.251.22.62.62.62.72.82.82.82.83.13.13.13.13.13.13.13.13.32.42.42.42.91.131.141.152.32.53.13.11.161.161.111.171.171.171.171.171.171.181.182.101.181.91.112.31.113.31.111.11.41.201.191.211.171.172.131.161.161.151.211.251.72.101.101.211.211.211.211.211.51.51.51.151.151.272.91.261.321.301.151.211.202.32.41.21.21.21.51.301.51.301.51.51.72.121.31.3RESET FRAME AND GRATEWITH PROPOSED CURB1.21.52.141.101.151.41.41.41.51.111.141.31.18CONNECT TEMP CAPAFTER REMOVAL FORCONNECTION IN PHASE 21.102.41.11.41.31.211.41.21.21.32.121.31.21.21.31.31.41.42.143.23.2© 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSCERTIFICATION111/09/202360% DD SET222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211/17/2023100% DD PROGRESS SET312/01/2023100% DD SET401/22/202460% CD PROGRESS SET\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-001 REMOVALS AND PRECONSTURCTION EROSION CONTROL PLAN.dwg 2/16/2024 KUECHLE, HALEY 501/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTION NOTESKEYNOTES#1.CONSTRUCTION SITE SHALL HAVE STABILIZED CONSTRUCTIONENTRANCE AT ALL TIMES THROUGHOUT THE DURATION OF THEPROJECT. CONTRACTOR IS ULTIMATELY RESPONSIBLE TO PROTECTDOWNSTREAM WATERS FROM CONSTRUCTION RUNOFF.2.UNTRENCHED SILT FENCE OR ORANGE SNOW FENCE MAY BE USED FORTREE PROTECTION.3.CONSTRUCTION LIMITS AND SILT FENCE SHOWN OFFSET FROMPROPERTY LINE FOR CLARITY, WHERE APPLICABLE.4.CLEAR AND GRUB AS NEEDED WITHIN GRADING LIMITS.5.THE CITY OF CHANHASSEN SHALL HAVE FIRST RIGHT OF REFUSAL TORETAIN ALL SITE FURNISHING, LIGHT POLES, CLAY PAVER (PALLETIZED),PUBLIC ART/SCULPTURES, ATHLETIC AND PARK EQUIPMENT.CONTRACTOR SALVAGED ITEMS TO BE RETAINED BY CITY SHALL BESTOCKPILED ON-SITE FOR CITY USE. COORDINATION WITH CITY ANDSALVAGING OF CITY OWNED ITEMS SHALL BE INCIDENTAL TO THEDEMOLITION COSTS. ITEMS NOT SELECTED FOR SALVAGE SHALLBECOME THE OWNERSHIP OF THE CONTRACTOR AND RELATED COSTSTO BE INCLUDED WITH THE CONTRACT.6.EXISTING SMALL UTILITY SERVICE LINES MAY NOT BE SHOWN IN THEIRENTIRETY ON PLANS. CONTRACTOR TO VERIFY LOCATIONS OF EXISTINGUTILITY SERVICE LINES WITHIN THE LIMITS OF DISTURBANCE ANDREMOVE EXISTING INFRASTRUCTURE AS NECESSARY TO INSTALLPROPOSED IMPROVEMENTS. CONTRACTOR TO COORDINATE WITHUTILITY SERVICE PROVIDER AND ENSURE THAT DRY UTILITY SERVICELINES ARE PROTECTED THROUGHOUT CONSTRUCTION.LEGENDLOT LINEEASEMENT LINEPROPERTY BOUNDARYREMOVE STORM SEWERREMOVE SANITARY SEWERREMOVE WATERMAINREMOVE SANITARY MANHOLEREMOVE STORM SEWER MANHOLEREMOVE STORM SEWER INLETREMOVE BITUMINOUS PAVEMENTREMOVE CONCRETE PAVEMENTREMOVE CURB AND GUTTERSAWCUT PAVEMENTREMOVE BUILDING1.REMOVAL ITEMS1.1.SAWCUT PAVEMENT1.2.REMOVE BITUMINOUS PAVEMENT1.3.REMOVE CONCRETE PAVEMENT1.4.REMOVE CURB AND GUTTER1.5.REMOVE TREES1.6.REMOVE AND RELOCATE EXISTING GAS MAIN - COORDINATEWITH GAS UTILITY COMPANY1.7.REMOVE LIGHT POLE FOOTING AND APPURTENANCES1.8.REMOVE BUILDING/STRUCTURE AND FOUNDATIONS1.9.REMOVE EXISTING WATER MAIN AND APPURTENANCES1.10.REMOVE EXISTING SANITARY SEWER AND STRUCTURES1.11.REMOVE EXISTING STORM SEWER AND STRUCTURES1.12.SALVAGE EXISTING SKATE PARK EQUIPMENT1.13.REMOVE EXISTING FLAG POLE1.14.REMOVE EXISTING TRANSFORMER AND UTILITY PEDESTAL1.15.REMOVE EXISTING RETAINING WALLS1.16.SALVAGE LANDSCAPE ROCK - SEE NOTE 5, THIS SHEET1.17.SALVAGE CLAY PAVERS - SEE NOTE 5, THIS SHEET1.18.REMOVE EXISTING ELECTRICAL UTILITIES AND APPURTENANCES1.19.REMOVE VALLEY GUTTER1.20.REMOVE EXISTING CONCRETE APRON1.21.REMOVE STAIRS - COORDINATE WITH STRUCTURAL ENGINEER1.22.REMOVE CONCRETE PAVEMENT AND BENCH1.23.REMOVE CONCRETE PAVEMENT AND PICNIC TABLE1.24.SALVAGE BIKE PARKING POST - SEE NOTE 5, THIS SHEET1.25.REMOVE CONCRETE PAVERS1.26.SALVAGE FLAG POLE1.27.REMOVE SIGN1.28.SALVAGE LIGHT POLE1.29.REMOVE MONUMENT1.30.REMOVE VEGETATION1.31.REMOVE FENCE1.32.SALVAGE WOODEN HOCKEY RINK DASHERBOARDS1.33.SALVAGE SKATE PARK RAILING AND FOOTING2.PROTECT ITEMS2.1.PROTECT BUILDING/STRUCTURE2.2.PROTECT EXISTING WATER MAIN AND APPURTENANCES2.3.PROTECT EXISTING SANITARY SEWER AND STRUCTURES2.4.PROTECT EXISTING STORM SEWER AND STRUCTURES2.5.PROTECT EXISTING SMALL UTILITIES AND STRUCTURES2.6.PROTECT EXISTING BITUMINOUS PAVEMENT2.7.PROTECT EXISTING CONCRETE PAVEMENT2.8.PROTECT EXISTING LIGHT POLE2.9.PROTECT EXISTING MONUMENT2.10.PROTECT AND PRESERVE EXISTING UTILITIES DURING PHASE 12.11.PROTECT TREE - SEE NOTE 2, THIS SHEET2.12.PROTECT EXISTING RETAINING WALL2.13.PROTECT EXISTING TRANSFORMER2.14.PROTECT EXISTING TREE3.EROSION CONTROL ITEMS3.1.INLET PROTECTION - SEE DETAIL 4/C-8033.2.SILT FENCE - SEE DETAIL 5300/C-8033.3.ROCK CONSTRUCTION ENTRANCE - SEE DETAIL 5301/C-803LIMITS OF CONSTRUCTIONPHASE 2 REMOVALSSALVAGE CLAY PAVERSREMOVE CONCRETE PAVERS( IN FEET )GRAPHIC SCALE01 inch = 20 ft.204020SEE SHEET C-010 SEE SHEET C-009C-008PHASE 1 REMOVALS &PRECONSTRUCTIONEROSION CONTROLPLANCONSTRUCTION LIMITS714 EXISTING BUILDINGEXISTINGBUILDINGBITUMINOUS SURFACE BITUMINOUS SURFACE BITUMINOUS SURFACE BITUMINOUS SURFACEBITUMINOUS SURFACEBITUMINOUS SURFACECONCRETE PAVERS CONCRETE SURFACESTSTSTSTSTSTWVWVWVSTSTSTSTSTSTWVWVWVCLAYBRICKPAVERSCONCRETE PAVERSN89°11'30"W 945.71N00°16'25"E 414.31 N00°16'25"E 594.63 S88°48'17"E 516.74S88°06'20"E (PLAT)N00°58'22"E (PLAT) N00°16'25"E 204.99 232.20 362.43 528.97S88°29'33"E (PLAT)S89°11'30"E 12.28253.38 160.93 N89°11'30"W 36.33N88°29'33"W (PLAT)N00°16'25"E 204.99N00°58'22"E (PLAT)N89°11'30"W 36.33N88°29'33"W (PLAT)49.87505049.8786.20990.00OWNER: CITY OF CHANHASSENADDRESS: 7700 MARKET BLVDPID: 257740010OWNER: CITY OF CHANHASSENADDRESS: 7711 KERBER BLVDPID: 257740020N88°29'33"W (PLAT)N00°58'22"E (PLAT) N00°58'22"E (PLAT)DRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITION W. LINELOT 1N. LINELOT 1E. LINELOT 1E. LINELOT 2S. LINELOT 1N. LINELOT 2W. LINE E. 424.72 FEET SW 1/4 SW 1/4ST838995.32842996.09elec ETRN EMTREB843995.91electric panel846995.53electric generatorEB1.5PHASE 2 CONSTRUCTION:REMOVE OR ABANDON, BULKHEADAND BLOW FULL OF SANDEXISTING CITY HALL TO BEDEMOLISHED UPONCOMPLETION OF NEW CITY HALLPRESERVE AND PROTECTEXISTING UTILITIESDURING FIRST PHASEEXISTING CITY HALL TO BEDEMOLISHED UPONCOMPLETION OF NEW CITY HALLPRESERVE AND PROTECTEXISTING UTILITIESDURING FIRST PHASE1.11.11.11.21.21.21.21.21.21.41.41.41.41.41.41.41.41.41.41.41.21.71.71.71.71.71.71.71.71.71.71.71.71.71.71.71.71.71.71.281.71.71.71.71.71.51.51.51.51.301.261.51.51.51.51.51.51.51.51.51.51.51.51.51.301.51.51.81.92.21.91.102.42.101.111.112.102.12.12.42.42.52.52.52.41.251.21.21.21.22.62.62.62.62.72.82.82.82.83.23.13.13.13.13.13.13.13.13.32.42.42.91.152.53.13.11.111.171.171.171.171.171.171.91.112.31.113.31.111.201.191.211.171.172.131.161.161.221.231.151.41.11.11.211.251.72.101.101.211.51.51.211.51.51.51.151.151.272.91.261.291.311.321.321.321.322.111.301.151.211.201.21.21.51.301.51.301.51.51.72.121.3RESET FRAME AND GRATEWITH PROPOSED CURB1.21.151.41.41.51.111.141.31.18CONNECT TEMP CAPAFTER REMOVAL FORCONNECTION IN PHASE 21.102.41.41.41.51.91.111.31.31.331.213.21.32.121.31.21.31.31.41.41.21.21.21.22.63.22.143.2© 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSCERTIFICATION111/09/202360% DD SET222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211/17/2023100% DD PROGRESS SET312/01/2023100% DD SET401/22/202460% CD PROGRESS SET\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-001 REMOVALS AND PRECONSTURCTION EROSION CONTROL PLAN.dwg 2/16/2024 KUECHLE, HALEY 501/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTION ( IN FEET )GRAPHIC SCALE01 inch = 20 ft.204020SEE SHEET C-008SEE SHEET C-010 C-009PHASE 2 REMOVALS &PRECONSTRUCTIONEROSION CONTROLPLANNOTESKEYNOTES#1.CONSTRUCTION SITE SHALL HAVE STABILIZED CONSTRUCTIONENTRANCE AT ALL TIMES THROUGHOUT THE DURATION OF THEPROJECT. CONTRACTOR IS ULTIMATELY RESPONSIBLE TO PROTECTDOWNSTREAM WATERS FROM CONSTRUCTION RUNOFF.2.UNTRENCHED SILT FENCE OR ORANGE SNOW FENCE MAY BE USED FORTREE PROTECTION.3.CONSTRUCTION LIMITS AND SILT FENCE SHOWN OFFSET FROMPROPERTY LINE FOR CLARITY, WHERE APPLICABLE.4.CLEAR AND GRUB AS NEEDED WITHIN GRADING LIMITS.5.THE CITY OF CHANHASSEN SHALL HAVE FIRST RIGHT OF REFUSAL TORETAIN ALL SITE FURNISHING, LIGHT POLES, CLAY PAVER (PALLETIZED),PUBLIC ART/SCULPTURES, ATHLETIC AND PARK EQUIPMENT.CONTRACTOR SALVAGED ITEMS TO BE RETAINED BY CITY SHALL BESTOCKPILED ON-SITE FOR CITY USE. COORDINATION WITH CITY ANDSALVAGING OF CITY OWNED ITEMS SHALL BE INCIDENTAL TO THEDEMOLITION COSTS. ITEMS NOT SELECTED FOR SALVAGE SHALLBECOME THE OWNERSHIP OF THE CONTRACTOR AND RELATED COSTSTO BE INCLUDED WITH THE CONTRACT.6.EXISTING SMALL UTILITY SERVICE LINES MAY NOT BE SHOWN IN THEIRENTIRETY ON PLANS. CONTRACTOR TO VERIFY LOCATIONS OF EXISTINGUTILITY SERVICE LINES WITHIN THE LIMITS OF DISTURBANCE ANDREMOVE EXISTING INFRASTRUCTURE AS NECESSARY TO INSTALLPROPOSED IMPROVEMENTS. CONTRACTOR TO COORDINATE WITHUTILITY SERVICE PROVIDER AND ENSURE THAT DRY UTILITY SERVICELINES ARE PROTECTED THROUGHOUT CONSTRUCTION.LEGENDLOT LINEEASEMENT LINEPROPERTY BOUNDARYREMOVE STORM SEWERREMOVE SANITARY SEWERREMOVE WATERMAINREMOVE SANITARY MANHOLEREMOVE STORM SEWER MANHOLEREMOVE STORM SEWER INLETREMOVE BITUMINOUS PAVEMENTREMOVE CONCRETE PAVEMENTREMOVE CURB AND GUTTERSAWCUT PAVEMENTREMOVE BUILDING1.REMOVAL ITEMS1.1.SAWCUT PAVEMENT1.2.REMOVE BITUMINOUS PAVEMENT1.3.REMOVE CONCRETE PAVEMENT1.4.REMOVE CURB AND GUTTER1.5.REMOVE TREES1.6.REMOVE AND RELOCATE EXISTING GAS MAIN - COORDINATEWITH GAS UTILITY COMPANY1.7.REMOVE LIGHT POLE FOOTING AND APPURTENANCES1.8.REMOVE BUILDING/STRUCTURE AND FOUNDATIONS1.9.REMOVE EXISTING WATER MAIN AND APPURTENANCES1.10.REMOVE EXISTING SANITARY SEWER AND STRUCTURES1.11.REMOVE EXISTING STORM SEWER AND STRUCTURES1.12.SALVAGE EXISTING SKATE PARK EQUIPMENT1.13.REMOVE EXISTING FLAG POLE1.14.REMOVE EXISTING TRANSFORMER AND UTILITY PEDESTAL1.15.REMOVE EXISTING RETAINING WALLS1.16.SALVAGE LANDSCAPE ROCK - SEE NOTE 5, THIS SHEET1.17.SALVAGE CLAY PAVERS - SEE NOTE 5, THIS SHEET1.18.REMOVE EXISTING ELECTRICAL UTILITIES AND APPURTENANCES1.19.REMOVE VALLEY GUTTER1.20.REMOVE EXISTING CONCRETE APRON1.21.REMOVE STAIRS - COORDINATE WITH STRUCTURAL ENGINEER1.22.REMOVE CONCRETE PAVEMENT AND BENCH1.23.REMOVE CONCRETE PAVEMENT AND PICNIC TABLE1.24.SALVAGE BIKE PARKING POST - SEE NOTE 5, THIS SHEET1.25.REMOVE CONCRETE PAVERS1.26.SALVAGE FLAG POLE1.27.REMOVE SIGN1.28.SALVAGE LIGHT POLE1.29.REMOVE MONUMENT1.30.REMOVE VEGETATION1.31.REMOVE FENCE1.32.SALVAGE WOODEN HOCKEY RINK DASHERBOARDS1.33.SALVAGE SKATE PARK RAILING AND FOOTING2.PROTECT ITEMS2.1.PROTECT BUILDING/STRUCTURE2.2.PROTECT EXISTING WATER MAIN AND APPURTENANCES2.3.PROTECT EXISTING SANITARY SEWER AND STRUCTURES2.4.PROTECT EXISTING STORM SEWER AND STRUCTURES2.5.PROTECT EXISTING SMALL UTILITIES AND STRUCTURES2.6.PROTECT EXISTING BITUMINOUS PAVEMENT2.7.PROTECT EXISTING CONCRETE PAVEMENT2.8.PROTECT EXISTING LIGHT POLE2.9.PROTECT EXISTING MONUMENT2.10.PROTECT AND PRESERVE EXISTING UTILITIES DURING PHASE 12.11.PROTECT TREE - SEE NOTE 2, THIS SHEET2.12.PROTECT EXISTING RETAINING WALL2.13.PROTECT EXISTING TRANSFORMER2.14.PROTECT EXISTING TREE3.EROSION CONTROL ITEMS3.1.INLET PROTECTION - SEE DETAIL 4/C-8033.2.SILT FENCE - SEE DETAIL 5300/C-8033.3.ROCK CONSTRUCTION ENTRANCE - SEE DETAIL 5301/C-803LIMITS OF CONSTRUCTIONPHASE 2 REMOVALSSALVAGE CLAY PAVERSREMOVE CONCRETE PAVERSCONSTRUCTION LIMITS715 BITUMINOUS SURFACEBITUMINOUS SURFACE BITUMINOUS SURFACEBITUMINOUS SURFACE EXISTINGBUILDINGEXISTING BUILDING EXISTINGBUILDINGBITUMINOUS SURFACE BITUMINOUS SURFACEBITUMINOUS SURFACEWVWVWVWVWVWVWVWVWVWVWVWVWVWVWVWVWVWVWVWVN89°11'30"W 945.71N00°16'25"E 204.99N89°11'30"W 429.02N00°16'25"E 414.31 N00°58'22"E (PLAT)N00°16'25"E 204.99 416.74S88°29'33"E (PLAT)S89°11'30"E 12.28416.74253.38 160.93 990.00OWNER: CITY OF CHANHASSENADDRESS: 7610 LAREDO DRPID: 250122100424.728.00N88°29'33"W (PLAT)N00°58'22"E (PLAT)DRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONE. LINELOT 1E. LINELOT 2S. LINE N. 660.00 FEET SW 1/4 SW 1/4S. LINE N. 864.98 FEET SW 1/4 SW 1/4E. LINE SW 1/4 SW 1/4 W. LINE E. 424.72 FEET SW 1/4 SW 1/4 864.98 8.00OWNER: AREA INVEST LLCADDRESS: 7730 LAREDO DRPID: 250122000ADDRESS: 7600 LAREDO DRPID: 250125200REMOVE OR ABANDON, BULKHEAD1.11.11.21.21.21.21.21.41.41.41.41.41.41.41.41.71.71.71.71.71.71.71.71.71.71.71.71.71.71.71.71.71.71.51.51.51.51.51.51.51.51.51.51.51.51.51.81.121.92.21.92.42.41.21.21.22.62.62.62.83.23.23.13.13.31.121.121.121.121.151.111.171.91.113.31.111.201.221.231.11.11.51.211.51.51.51.151.151.271.291.311.311.311.311.321.321.321.321.301.151.41.11.11.201.21.21.21.51.301.51.31.18CONNECT TEMP CAPAFTER REMOVAL FORCONNECTION IN PHASE 22.41.91.111.31.331.331.331.331.331.21.43.23.2© 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSCERTIFICATION111/09/202360% DD SET222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211/17/2023100% DD PROGRESS SET312/01/2023100% DD SET401/22/202460% CD PROGRESS SET\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-001 REMOVALS AND PRECONSTURCTION EROSION CONTROL PLAN.dwg 2/16/2024 KUECHLE, HALEY 501/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTION ( IN FEET )GRAPHIC SCALE01 inch = 20 ft.204020SEE SHEET C-009C-010PHASE 2 REMOVALS &PRECONSTRUCTIONEROSION CONTROLPLANNOTESKEYNOTES#1.CONSTRUCTION SITE SHALL HAVE STABILIZED CONSTRUCTIONENTRANCE AT ALL TIMES THROUGHOUT THE DURATION OF THEPROJECT. CONTRACTOR IS ULTIMATELY RESPONSIBLE TO PROTECTDOWNSTREAM WATERS FROM CONSTRUCTION RUNOFF.2.UNTRENCHED SILT FENCE OR ORANGE SNOW FENCE MAY BE USED FORTREE PROTECTION.3.CONSTRUCTION LIMITS AND SILT FENCE SHOWN OFFSET FROMPROPERTY LINE FOR CLARITY, WHERE APPLICABLE.4.CLEAR AND GRUB AS NEEDED WITHIN GRADING LIMITS.5.THE CITY OF CHANHASSEN SHALL HAVE FIRST RIGHT OF REFUSAL TORETAIN ALL SITE FURNISHING, LIGHT POLES, CLAY PAVER (PALLETIZED),PUBLIC ART/SCULPTURES, ATHLETIC AND PARK EQUIPMENT.CONTRACTOR SALVAGED ITEMS TO BE RETAINED BY CITY SHALL BESTOCKPILED ON-SITE FOR CITY USE. COORDINATION WITH CITY ANDSALVAGING OF CITY OWNED ITEMS SHALL BE INCIDENTAL TO THEDEMOLITION COSTS. ITEMS NOT SELECTED FOR SALVAGE SHALLBECOME THE OWNERSHIP OF THE CONTRACTOR AND RELATED COSTSTO BE INCLUDED WITH THE CONTRACT.6.EXISTING SMALL UTILITY SERVICE LINES MAY NOT BE SHOWN IN THEIRENTIRETY ON PLANS. CONTRACTOR TO VERIFY LOCATIONS OF EXISTINGUTILITY SERVICE LINES WITHIN THE LIMITS OF DISTURBANCE ANDREMOVE EXISTING INFRASTRUCTURE AS NECESSARY TO INSTALLPROPOSED IMPROVEMENTS. CONTRACTOR TO COORDINATE WITHUTILITY SERVICE PROVIDER AND ENSURE THAT DRY UTILITY SERVICELINES ARE PROTECTED THROUGHOUT CONSTRUCTION.LEGENDLOT LINEEASEMENT LINEPROPERTY BOUNDARYREMOVE STORM SEWERREMOVE SANITARY SEWERREMOVE WATERMAINREMOVE SANITARY MANHOLEREMOVE STORM SEWER MANHOLEREMOVE STORM SEWER INLETREMOVE BITUMINOUS PAVEMENTREMOVE CONCRETE PAVEMENTREMOVE CURB AND GUTTERSAWCUT PAVEMENTREMOVE BUILDING1.REMOVAL ITEMS1.1.SAWCUT PAVEMENT1.2.REMOVE BITUMINOUS PAVEMENT1.3.REMOVE CONCRETE PAVEMENT1.4.REMOVE CURB AND GUTTER1.5.REMOVE TREES1.6.REMOVE AND RELOCATE EXISTING GAS MAIN - COORDINATEWITH GAS UTILITY COMPANY1.7.REMOVE LIGHT POLE FOOTING AND APPURTENANCES1.8.REMOVE BUILDING/STRUCTURE AND FOUNDATIONS1.9.REMOVE EXISTING WATER MAIN AND APPURTENANCES1.10.REMOVE EXISTING SANITARY SEWER AND STRUCTURES1.11.REMOVE EXISTING STORM SEWER AND STRUCTURES1.12.SALVAGE EXISTING SKATE PARK EQUIPMENT1.13.REMOVE EXISTING FLAG POLE1.14.REMOVE EXISTING TRANSFORMER AND UTILITY PEDESTAL1.15.REMOVE EXISTING RETAINING WALLS1.16.SALVAGE LANDSCAPE ROCK - SEE NOTE 5, THIS SHEET1.17.SALVAGE CLAY PAVERS - SEE NOTE 5, THIS SHEET1.18.REMOVE EXISTING ELECTRICAL UTILITIES AND APPURTENANCES1.19.REMOVE VALLEY GUTTER1.20.REMOVE EXISTING CONCRETE APRON1.21.REMOVE STAIRS - COORDINATE WITH STRUCTURAL ENGINEER1.22.REMOVE CONCRETE PAVEMENT AND BENCH1.23.REMOVE CONCRETE PAVEMENT AND PICNIC TABLE1.24.SALVAGE BIKE PARKING POST - SEE NOTE 5, THIS SHEET1.25.REMOVE CONCRETE PAVERS1.26.SALVAGE FLAG POLE1.27.REMOVE SIGN1.28.SALVAGE LIGHT POLE1.29.REMOVE MONUMENT1.30.REMOVE VEGETATION1.31.REMOVE FENCE1.32.SALVAGE WOODEN HOCKEY RINK DASHERBOARDS1.33.SALVAGE SKATE PARK RAILING AND FOOTING2.PROTECT ITEMS2.1.PROTECT BUILDING/STRUCTURE2.2.PROTECT EXISTING WATER MAIN AND APPURTENANCES2.3.PROTECT EXISTING SANITARY SEWER AND STRUCTURES2.4.PROTECT EXISTING STORM SEWER AND STRUCTURES2.5.PROTECT EXISTING SMALL UTILITIES AND STRUCTURES2.6.PROTECT EXISTING BITUMINOUS PAVEMENT2.7.PROTECT EXISTING CONCRETE PAVEMENT2.8.PROTECT EXISTING LIGHT POLE2.9.PROTECT EXISTING MONUMENT2.10.PROTECT AND PRESERVE EXISTING UTILITIES DURING PHASE 12.11.PROTECT TREE - SEE NOTE 2, THIS SHEET2.12.PROTECT EXISTING RETAINING WALL2.13.PROTECT EXISTING TRANSFORMER2.14.PROTECT EXISTING TREE3.EROSION CONTROL ITEMS3.1.INLET PROTECTION - SEE DETAIL 4/C-8033.2.SILT FENCE - SEE DETAIL 5300/C-8033.3.ROCK CONSTRUCTION ENTRANCE - SEE DETAIL 5301/C-803LIMITS OF CONSTRUCTIONPHASE 2 REMOVALSSALVAGE CLAY PAVERSREMOVE CONCRETE PAVERSCONSTRUCTION LIMITS716 STSTSTSTSTSTSTSTWVWVWVSTSTSTSTSTSTWVWVWVWVWVWVWVSTSTSTSTSTSTSTSTWVWVWVSTSTSTSTSTSTWVWVWVWVWVWVWVN89°11'30"W 945.71N00°16'25"E 204.99N89°11'30"W 429.02N00°16'25"E 414.31N2 5 ° 3 6 ' 5 3 " E 7.7 2S88°29'47"E 488.04N00°16'25"E 594.63 S88°48'17"E 516.74S88°06'20"E (PLAT)N00°58'22"E (PLAT) N00°16'25"E 204.99 232.20 362.43 528.97416.74S88°29'33"E (PLAT)S89°11'30"E 12.28416.74253.38 160.93 N89°11'30"W 36.33N88°29'33"W (PLAT)N00°16'25"E 204.99N00°58'22"E (PLAT)N89°11'30"W 36.33N88°29'33"W (PLAT)49.87505049.8786.2086.20864.98990.00N88°06'20"W (PLAT)S88°48'17"E 396.2376.24 OWNER: CITY OF CHANHASSENADDRESS: 7700 MARKET BLVDPID: 257740010OWNER: CITY OF CHANHASSENADDRESS: 7711 KERBER BLVDPID: 257740020OWNER: CITY OF CHANHASSENADDRESS: 7610 LAREDO DRPID: 250122100424.728.00N88°29'33"W (PLAT)N00°58'22"E (PLAT)S87°47'50"E (PLAT)N2 6 ° 1 8 ' 5 0 " E ( P L A T ) N00°58'22"E (PLAT)L=40.28R=26.00Δ=88°46'12"DRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITION W. LINELOT 1N. LINELOT 1E. LINELOT 1E. LINELOT 2S. LINELOT 1S. LINE LOT 2W. LINELOT 2N. LINELOT 2S. LINE N. 660.00 FEET SW 1/4 SW 1/4S. LINE N. 864.98 FEET SW 1/4 SW 1/4E. LINE SW 1/4 SW 1/4 W. LINE E. 424.72 FEET SW 1/4 SW 1/4S. LINE SW 1/4864.98 660.00 ROADWAY AND UTILITYEASEMENT PERDOC. NO. 1691678.00OWNER: AREA INVEST LLCADDRESS: 7730 LAREDO DRPID: 250122000OWNER: IND SCHOOL DIST 112ADDRESS: 7600 LAREDO DRPID: 250125200WVSSTX X X X XXXXXXXXXXXXX XPROPOSED CITY HALLFFE 982.5R20'5'5.9'1.SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES.2.ALL DIMMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISENOTED3.DESIGN BY OTHERS ITEMS SHOWN FOR REFERENCE ONLY.EXACT LOCATION, DETAIL, AND DESIGN BY OTHERS.COORDINATE WITH PROJECT PARTNERS TO OBTAIN RELATEDCONSTRUCTION DOCUMENTS/DRAWINGSNOTESXXPROPERTY BOUNDARYLEGENDCURB AND GUTTERPROPOSED PARKING COUNTBITUMINOUS PAVEMENTCONCRETE SIDEWALKCONCRETE PAVEMENTPICKLEBALL COURTFENCE#RETAINING WALL BY OTHERSMATCH EXISTING PAVEMENT© 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSCERTIFICATION111/09/202360% DD SET222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211/17/2023100% DD PROGRESS SET312/01/2023100% DD SET401/22/202460% CD PROGRESS SET\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-101 SITE PLAN.dwg 2/16/2024 KUECHLE, HALEY 501/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTION SEE SHEET C-103SEE SHEET C-104SEE SHEET C-102C-101OVERALL SITE PLAN( IN FEET )GRAPHIC SCALE01 inch = 40 ft.408040717 STSTSTSTSTSTSTSTWVWVWVSTSTSTSTSTSTSTSTSTSTSTWVWVWVSTSTSTN00°16'25"E 414.31N2 5 ° 3 6 ' 5 3 " E 7.7 2S88°29'47"E 488.04N00°16'25"E 594.63 S88°48'17"E 516.74S88°06'20"E (PLAT)232.20 362.43 S88°29'33"E (PLAT)S89°11'30"E 12.28253.38 160.93 N89°11'30"W 36.33N88°29'33"W (PLAT)49.8786.2086.2076.24 OWNER: CITY OF CHANHASSENADDRESS: 7711 KERBER BLVDPID: 257740020N00°58'22"E (PLAT)S87°47'50"E (PLAT)N2 6 ° 1 8 ' 5 0 " E ( P L A T ) N00°58'22"E (PLAT)L=40.28R=26.00Δ=88°46'12"DRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITION E. LINELOT 2S. LINELOT 1S. LINE LOT 2W. LINELOT 2N. LINELOT 2W. LINE E. 424.72 FEET SW 1/4 SW 1/4S. LINE SW 1/4ST6'26'26'9' (TYP.)26'26'6'12'12'12'14'14'26' 26'24'12' 13'18'(TYP.)8.8' 15'8' 30'6'5'6'6'12'12'12'14'6'20'10.7' 26' 10'6'7.5'21'5'5'6'XX X XXPROPOSED CITY HALLFFE 982.5XX1.21.21.21.21.21.21.21.41.221.221.41.21.51.51.51.51.51.51.201.51.52.31.61.61.61.61.61.61.141.22.96181492.102.102.102.102.102.102.112.31.21.22.112.112.11542.42.62.121.21.41.41.11.11.8.21.91.111.112.112.101.52.111.21.91.91.71.22.112.12.12.31.72.52.32.31.42.32.142.152.15R13'R56.2'R5'R5'R3.7'R8'R3.67'R3. 6 7 'R5'R5 ' R 3 . 6 7 'R3.67'R15'R 1 3 . 3 ' R 8 ' R 3 . 6 7 ' R 5 ' R 3 1 ' R 3 . 6 7 'R3.67'R206'R 5 5 ' R 6 0 'R15'R5'R8' R 5 ' R5'R5'R38.6'R41.9'R17 ' R36'R41.5'R5'R15'R5'R10'R27'R242.6'R3'R5'R5'R595.6'R10'R1 0 ' R 1 0 'R10'R196.1'R38.6'R275.9'R234.6'R 1 0 'R15.5'R194'R97'R61.4'R97'R21.9'R49.4'R10'R 1 0 ' R 3 . 6 7 '9'(TYP.)3.6'18'(TYP.)9' (TYP.)18'(TYP.)28'28' 17.8'6'9' (TYP.)9'(TYP.)18' (TYP.) 8.6' 18' (TYP.)9'(TYP.)2.9'1.21.51.61.41.12.162.172.32.3R20'5'1.8.31.21.21.51.51.61.41.51.51.51.41.4R8'R 8 ' R 8 'R8'1.71.201.201.201.11.11.11.11.11.11.11.11.11.1R3 . 6 7 'R8'1.191.51.201.221.221.221.201.211.211.211.211.52.182.181.31.21.171.171.131.131.131.131.71.71.181.51.121.151.151.8.1R 5 ' 8'6'6'8'1.22.32.111.SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES.2.ALL DIMMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISENOTED3.DESIGN BY OTHERS ITEMS SHOWN FOR REFERENCE ONLY.EXACT LOCATION, DETAIL, AND DESIGN BY OTHERS.COORDINATE WITH PROJECT PARTNERS TO OBTAIN RELATEDCONSTRUCTION DOCUMENTS/DRAWINGSNOTESKEYNOTES#XXPROPERTY BOUNDARYLEGENDCURB AND GUTTERPROPOSED PARKING COUNTBITUMINOUS PAVEMENTCONCRETE SIDEWALKCONCRETE PAVEMENTPICKLEBALL COURTFENCE#RETAINING WALL BY OTHERS1.STANTEC DESIGN ITEM1.1.MATCH EXISTING1.2.CONCRETE SIDEWALK - SEE DETAIL 5214/C-8021.3.CONCRETE PAVEMENT - SEE DETAIL 1/C-8031.4.BITUMINOUS PAVEMENT - SEE DETAIL 2/C-8031.5.B612 CURB AND GUTTER - SEE DETAIL 5203/C-8021.6.4" WHITE PAINT STRIPE (TYP.) - SEE DETAIL 3/C-8031.7.CROSS WALK (TYP.) - SEE DETAIL 3/C-8031.8.TRENCH DRAIN - SEE DETAIL 1/C-8041.8.1.TRENCH DRAIN 1 - SEE DETAIL 1/C-8041.8.2.TRENCH DRAIN 2 - SEE DETAIL 2/C-8041.8.3.TRENCH DRAIN 3 - SEE DETAIL 3/C-8041.9.CONCRETE DRIVEWAY APRON - SEE DETAIL PLATE NO. 5207, SHEETC-8021.10.CONCRETE VALLEY GUTTER - SEE DETAIL PLATE NO. 5206, SHEETC-8021.11.SURMOUNTABLE CURB AND GUTTER - SEE DETAIL PLATE NO.5203/C-8021.12.B612 TIP OUT CURB AND GUTTER - SEE DETAIL 7/C-8031.13.CURB RAMPS - SEE STANDARD PLATES 5-297.250 SHEET 1-4/C-805AND SHEET 5,6/C-8061.14.VAN ACCESSIBLE PARKING STALL WITH ACCESS AISLE AND SIGN -SEE DETAILS 3/C-803 AND 1,2,3,4/C-8061.15.ADA ACCESSIBLE AISLE WITH SIGN - SEE DETAILS 3/C-803 AND1,3,4/C-8061.16.ADA ACCESSIBLE AISLE WITHOUT SIGN - SEE DETAILS 3/C-803 AND3/C-8061.17.BOLLARD - SEE DETAIL 6/C-8031.18.PAINTED PAVEMENT MARKINGS - SEE DETAIL 3/C-8031.19.PAINTED STOP BAR - SEE DETAIL 3/C-8031.20.B618 CURB AND GUTTER - SEE DETAIL PLATE NO. 5203/C-8021.21.CURB TRANSITION1.22.MATCH EXISTING PAVEMENT SECTION - PER CITY STANDARDS2.DESIGN BY OTHERS - SEE NOTE 32.1.PLAYGROUND - SEE LANDSCAPE PLANS2.2.PICKLEBALL COURT - SEE LANDSCAPE PLANS2.3.STAIRS - SEE ARCHITECTURAL/STRUCTURAL PLANS2.4.CHAIN LINK FENCE - SEE ARCHITECTURAL/STRUCTURAL PLANS2.5.TRASH ENCLOSURE - SEE ARCHITECTURAL/STRUCTURAL PLANS2.6.STAGE - SEE ARCHITECTURAL/STRUCTURAL PLANS2.7.SKATE PARK - SEE LANDSCAPE PLANS2.8.NOT USED2.9.TRANSFORMER - SEE ARCHITECTURAL/STRUCTURAL PLANS2.10.DOOR LOCATION - SEE ARCHITECTURAL/STRUCTURAL PLANS2.11.RETAINING WALL - SEE ARCHITECTURAL/STRUCTURAL PLANS - SEELANDSCAPE PLANS FOR RAILING DETAILS, SEE STRUCTURAL FORWALL DETAILS2.12.EXISTING VETERANS MEMORIAL2.13.DRINKING FOUNTAIN - SEE ARCHITECTURAL/STRUCTURAL PLANS2.14.PROPOSED MONUMENT - SEE ARCHITECTURAL/STRUCTURAL PLANS2.15.CONCRETE PAVEMENT AND FLAG POLE - SEEARCHITECTURAL/STRUCTURAL PLANS2.16.EXISTING RETAINING WALL2.17.GENERATOR - SEE ELECTRICAL2.18.PEDESTRIAN CROSS WALK WARNING SIGN - SEE ELECTRICAL2.19.SEATING/BENCH - SEE ARCHITECTURAL/STRUCTURAL PLANSMATCH EXISTING PAVEMENT© 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSCERTIFICATION111/09/202360% DD SET222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211/17/2023100% DD PROGRESS SET312/01/2023100% DD SET401/22/202460% CD PROGRESS SET\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-101 SITE PLAN.dwg 2/16/2024 KUECHLE, HALEY 501/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTION SEE SHEET C-103SEE SHEET C-104 C-102PHASE 1 SITE PLAN( IN FEET )GRAPHIC SCALE01 inch = 20 ft.204020718 STSTSTSTSTSTSTSTSTSTN89°11'30"W 945.71N00°16'25"E 414.31 N00°16'25"E 594.63 S88°48'17"E 516.74S88°06'20"E (PLAT)N00°58'22"E (PLAT) N00°16'25"E 204.99 232.20 362.43 528.97S88°29'33"E (PLAT)S89°11'30"E 12.28253.38 160.93 N89°11'30"W 36.33N88°29'33"W (PLAT)N00°16'25"E 204.99N00°58'22"E (PLAT)N89°11'30"W 36.33N88°29'33"W (PLAT)49.87505049.8786.20990.00OWNER: CITY OF CHANHASSENADDRESS: 7700 MARKET BLVDPID: 257740010OWNER: CITY OF CHANHASSENADDRESS: 7711 KERBER BLVDPID: 257740020N88°29'33"W (PLAT)N00°58'22"E (PLAT) N00°58'22"E (PLAT)DRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITION W. LINELOT 1N. LINELOT 1E. LINELOT 1E. LINELOT 2S. LINELOT 1N. LINELOT 2W. LINE E. 424.72 FEET SW 1/4 SW 1/4ST26'26'9' (TYP.) 8' 121'91.7'112.2'12'12'6'8'26'26'6'14'14'26' 26'24'12' 13'18'(TYP.)15'8' 30'6'5'6'6'12'12'12'10'14'12'6'20'10.7' 26' 10'7.5'21'15'8'5'5'6'XXXXXXXXXXXXXX X XXPROPOSED CITY HALLFFE 982.5XX1.21.21.21.21.21.21.22.71.41.221.221.41.21.51.51.51.51.51.51.201.51.51.52.32.41.61.61.61.61.61.61.61.141.211216181492.102.102.102.32.42.32.31.21.22.112.42.4542.42.62.121.21.21.41.41.11.11.8.21.92.131.111.112.112.101.52.111.21.91.91.71.22.112.12.12.31.72.51.42.32.4R13'R56.2'R5'R5'R3.7'R8'R3.67'R3. 6 7 'R5'R5 ' R 3 . 6 7 'R3.67'R15'R 1 3 . 3 ' R 8 'R3.67'R 3 . 6 7 ' R 5 ' R 3 . 6 7 ' R 3 1 ' R 3 . 6 7 'R3.67'R206'R 5 5 ' R 6 0 'R15'R5'R8' R5 'R5'R200'R188'R315' R300'R299.1'R5'R 5 ' R 5 ' R5'R5'R38.6'R41.9'R17 ' R5'R5'R5'R15'R5'R324.4'R282.7'R10'R1 0 ' R 1 0 'R10'R196.1'R38.6'R275.9'R 1 0 'R15.5'R194'R97'R61.4'R97'R21.9'R49.4'R10'R 1 0 ' R 3 . 6 7 ' R292'9'(TYP.)18'18'(TYP.)9' (TYP.)18'(TYP.)28'28' 17.8'6'9' (TYP.)9'(TYP.)18' (TYP.) 8.6' 18' (TYP.)9'(TYP.)1.51.61.41.11.12.161.51.52.172.32.3R20'5'1.8.31.21.51.51.61.41.51.51.41.4R8'R 8 ' R 8 'R8'1.71.11.11.11.15.9'R3 . 6 7 'R8'1.51.201.211.211.211.211.51.41.41.212.192.182.181.31.21.171.171.131.131.131.51.121.151.151.8.1R 5 ' 8'6'6'8'1.22.32.112.111.SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES.2.ALL DIMMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISENOTED3.DESIGN BY OTHERS ITEMS SHOWN FOR REFERENCE ONLY.EXACT LOCATION, DETAIL, AND DESIGN BY OTHERS.COORDINATE WITH PROJECT PARTNERS TO OBTAIN RELATEDCONSTRUCTION DOCUMENTS/DRAWINGSNOTESKEYNOTES#XXPROPERTY BOUNDARYLEGENDCURB AND GUTTERPROPOSED PARKING COUNTBITUMINOUS PAVEMENTCONCRETE SIDEWALKCONCRETE PAVEMENTPICKLEBALL COURTFENCE#RETAINING WALL BY OTHERS1.STANTEC DESIGN ITEM1.1.MATCH EXISTING1.2.CONCRETE SIDEWALK - SEE DETAIL 5214/C-8021.3.CONCRETE PAVEMENT - SEE DETAIL 1/C-8031.4.BITUMINOUS PAVEMENT - SEE DETAIL 2/C-8031.5.B612 CURB AND GUTTER - SEE DETAIL 5203/C-8021.6.4" WHITE PAINT STRIPE (TYP.) - SEE DETAIL 3/C-8031.7.CROSS WALK (TYP.) - SEE DETAIL 3/C-8031.8.TRENCH DRAIN - SEE DETAIL 1/C-8041.8.1.TRENCH DRAIN 1 - SEE DETAIL 1/C-8041.8.2.TRENCH DRAIN 2 - SEE DETAIL 2/C-8041.8.3.TRENCH DRAIN 3 - SEE DETAIL 3/C-8041.9.CONCRETE DRIVEWAY APRON - SEE DETAIL PLATE NO. 5207, SHEETC-8021.10.CONCRETE VALLEY GUTTER - SEE DETAIL PLATE NO. 5206, SHEETC-8021.11.SURMOUNTABLE CURB AND GUTTER - SEE DETAIL PLATE NO.5203/C-8021.12.B612 TIP OUT CURB AND GUTTER - SEE DETAIL 7/C-8031.13.CURB RAMPS - SEE STANDARD PLATES 5-297.250 SHEET 1-4/C-805AND SHEET 5,6/C-8061.14.VAN ACCESSIBLE PARKING STALL WITH ACCESS AISLE AND SIGN -SEE DETAILS 3/C-803 AND 1,2,3,4/C-8061.15.ADA ACCESSIBLE AISLE WITH SIGN - SEE DETAILS 3/C-803 AND1,3,4/C-8061.16.ADA ACCESSIBLE AISLE WITHOUT SIGN - SEE DETAILS 3/C-803 AND3/C-8061.17.BOLLARD - SEE DETAIL 6/C-8031.18.PAINTED PAVEMENT MARKINGS - SEE DETAIL 3/C-8031.19.PAINTED STOP BAR - SEE DETAIL 3/C-8031.20.B618 CURB AND GUTTER - SEE DETAIL PLATE NO. 5203/C-8021.21.CURB TRANSITION1.22.MATCH EXISTING PAVEMENT SECTION - PER CITY STANDARDS2.DESIGN BY OTHERS - SEE NOTE 32.1.PLAYGROUND - SEE LANDSCAPE PLANS2.2.PICKLEBALL COURT - SEE LANDSCAPE PLANS2.3.STAIRS - SEE ARCHITECTURAL/STRUCTURAL PLANS2.4.CHAIN LINK FENCE - SEE ARCHITECTURAL/STRUCTURAL PLANS2.5.TRASH ENCLOSURE - SEE ARCHITECTURAL/STRUCTURAL PLANS2.6.STAGE - SEE ARCHITECTURAL/STRUCTURAL PLANS2.7.SKATE PARK - SEE LANDSCAPE PLANS2.8.NOT USED2.9.TRANSFORMER - SEE ARCHITECTURAL/STRUCTURAL PLANS2.10.DOOR LOCATION - SEE ARCHITECTURAL/STRUCTURAL PLANS2.11.RETAINING WALL - SEE ARCHITECTURAL/STRUCTURAL PLANS - SEELANDSCAPE PLANS FOR RAILING DETAILS, SEE STRUCTURAL FORWALL DETAILS2.12.EXISTING VETERANS MEMORIAL2.13.DRINKING FOUNTAIN - SEE ARCHITECTURAL/STRUCTURAL PLANS2.14.PROPOSED MONUMENT - SEE ARCHITECTURAL/STRUCTURAL PLANS2.15.CONCRETE PAVEMENT AND FLAG POLE - SEEARCHITECTURAL/STRUCTURAL PLANS2.16.EXISTING RETAINING WALL2.17.GENERATOR - SEE ELECTRICAL2.18.PEDESTRIAN CROSS WALK WARNING SIGN - SEE ELECTRICAL2.19.SEATING/BENCH - SEE ARCHITECTURAL/STRUCTURAL PLANSMATCH EXISTING PAVEMENT© 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSCERTIFICATION111/09/202360% DD SET222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211/17/2023100% DD PROGRESS SET312/01/2023100% DD SET401/22/202460% CD PROGRESS SET\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-101 SITE PLAN.dwg 2/16/2024 KUECHLE, HALEY 501/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTIONSEE SHEET C-102SEE SHEET C-104 C-103PHASE 2 NORTHWESTSITE PLAN( IN FEET )GRAPHIC SCALE01 inch = 20 ft.204020719 WVWVWVWVWVWVWVWVWVWVWVWVWVWVN89°11'30"W 945.71N00°16'25"E 204.99N89°11'30"W 429.02N00°16'25"E 414.31 N00°58'22"E (PLAT)N00°16'25"E 204.99 416.74S88°29'33"E (PLAT)S89°11'30"E 12.28416.74253.38 160.93 990.00OWNER: CITY OF CHANHASSENADDRESS: 7610 LAREDO DRPID: 250122100424.728.00N88°29'33"W (PLAT)N00°58'22"E (PLAT)DRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONE. LINELOT 1E. LINELOT 2S. LINE N. 660.00 FEET SW 1/4 SW 1/4S. LINE N. 864.98 FEET SW 1/4 SW 1/4E. LINE SW 1/4 SW 1/4 W. LINE E. 424.72 FEET SW 1/4 SW 1/4 864.98 8.00OWNER: AREA INVEST LLCADDRESS: 7730 LAREDO DRPID: 250122000ADDRESS: 7600 LAREDO DRPID: 2501252009'(TYP.)26'26'9'(TYP.) 6' 8'69'121'91.7'112.2'12'12'26'26'6'14'14'26'26'24'26' 12'13'18'(TYP.)18' (TYP.) 18' (TYP.)18'(TYP.)14'6'12'6'12'6'20'10.7'26'10'7.5'21'15'8'5'6'8' X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXPROPOSED CITY HALLFFE 982.5XX1.21.22.71.41.221.221.42.21.21.221.51.51.51.51.51.51.201.51.51.51.51.51.52.42.41.61.61.61.61.61.61.61.61.141.21121106181492.102.102.102.42.41.22.42.4541.21.11.61.11.8.21.92.132.112.101.52.111.21.91.91.71.22.31.72.51.42.31.22.42.4R3.7'R8'R3.67'R3.67'R5'R5'R3.67'R3.67'R3.67'R3.67'R5'R3.67'R5'R 1 0 ' R 5 ' R31'R3.67'R3.67'R5'R5'R200'R188'R300'R17'R3 . 6 7 'R3.67'R 2 0 'R5'R15'R5'R10'R10'R10'R196.1'R38.6'R275.9'R10'R10'R10'R3.67'R292'9'(TYP.)18'18'(TYP.)9'(TYP.)18'(TYP.)9'(TYP.)9'(TYP.)18'(TYP.)8.6'18'(TYP.)9'(TYP.)9' (TYP.)2.172.3R8'R8'R8'R8'1.22R3.67'R8'1.51.201.211.211.211.211.51.51.211.211.141.161.141.161.171.171.131.131.131.151.151.SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES.2.ALL DIMMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISENOTED3.DESIGN BY OTHERS ITEMS SHOWN FOR REFERENCE ONLY.EXACT LOCATION, DETAIL, AND DESIGN BY OTHERS.COORDINATE WITH PROJECT PARTNERS TO OBTAIN RELATEDCONSTRUCTION DOCUMENTS/DRAWINGSNOTESKEYNOTES#XXPROPERTY BOUNDARYLEGENDCURB AND GUTTERPROPOSED PARKING COUNTBITUMINOUS PAVEMENTCONCRETE SIDEWALKCONCRETE PAVEMENTPICKLEBALL COURTFENCE#RETAINING WALL BY OTHERS1.STANTEC DESIGN ITEM1.1.MATCH EXISTING1.2.CONCRETE SIDEWALK - SEE DETAIL 5214/C-8021.3.CONCRETE PAVEMENT - SEE DETAIL 1/C-8031.4.BITUMINOUS PAVEMENT - SEE DETAIL 2/C-8031.5.B612 CURB AND GUTTER - SEE DETAIL 5203/C-8021.6.4" WHITE PAINT STRIPE (TYP.) - SEE DETAIL 3/C-8031.7.CROSS WALK (TYP.) - SEE DETAIL 3/C-8031.8.TRENCH DRAIN - SEE DETAIL 1/C-8041.8.1.TRENCH DRAIN 1 - SEE DETAIL 1/C-8041.8.2.TRENCH DRAIN 2 - SEE DETAIL 2/C-8041.8.3.TRENCH DRAIN 3 - SEE DETAIL 3/C-8041.9.CONCRETE DRIVEWAY APRON - SEE DETAIL PLATE NO. 5207, SHEETC-8021.10.CONCRETE VALLEY GUTTER - SEE DETAIL PLATE NO. 5206, SHEETC-8021.11.SURMOUNTABLE CURB AND GUTTER - SEE DETAIL PLATE NO.5203/C-8021.12.B612 TIP OUT CURB AND GUTTER - SEE DETAIL 7/C-8031.13.CURB RAMPS - SEE STANDARD PLATES 5-297.250 SHEET 1-4/C-805AND SHEET 5,6/C-8061.14.VAN ACCESSIBLE PARKING STALL WITH ACCESS AISLE AND SIGN -SEE DETAILS 3/C-803 AND 1,2,3,4/C-8061.15.ADA ACCESSIBLE AISLE WITH SIGN - SEE DETAILS 3/C-803 AND1,3,4/C-8061.16.ADA ACCESSIBLE AISLE WITHOUT SIGN - SEE DETAILS 3/C-803 AND3/C-8061.17.BOLLARD - SEE DETAIL 6/C-8031.18.PAINTED PAVEMENT MARKINGS - SEE DETAIL 3/C-8031.19.PAINTED STOP BAR - SEE DETAIL 3/C-8031.20.B618 CURB AND GUTTER - SEE DETAIL PLATE NO. 5203/C-8021.21.CURB TRANSITION1.22.MATCH EXISTING PAVEMENT SECTION - PER CITY STANDARDS2.DESIGN BY OTHERS - SEE NOTE 32.1.PLAYGROUND - SEE LANDSCAPE PLANS2.2.PICKLEBALL COURT - SEE LANDSCAPE PLANS2.3.STAIRS - SEE ARCHITECTURAL/STRUCTURAL PLANS2.4.CHAIN LINK FENCE - SEE ARCHITECTURAL/STRUCTURAL PLANS2.5.TRASH ENCLOSURE - SEE ARCHITECTURAL/STRUCTURAL PLANS2.6.STAGE - SEE ARCHITECTURAL/STRUCTURAL PLANS2.7.SKATE PARK - SEE LANDSCAPE PLANS2.8.NOT USED2.9.TRANSFORMER - SEE ARCHITECTURAL/STRUCTURAL PLANS2.10.DOOR LOCATION - SEE ARCHITECTURAL/STRUCTURAL PLANS2.11.RETAINING WALL - SEE ARCHITECTURAL/STRUCTURAL PLANS - SEELANDSCAPE PLANS FOR RAILING DETAILS, SEE STRUCTURAL FORWALL DETAILS2.12.EXISTING VETERANS MEMORIAL2.13.DRINKING FOUNTAIN - SEE ARCHITECTURAL/STRUCTURAL PLANS2.14.PROPOSED MONUMENT - SEE ARCHITECTURAL/STRUCTURAL PLANS2.15.CONCRETE PAVEMENT AND FLAG POLE - SEEARCHITECTURAL/STRUCTURAL PLANS2.16.EXISTING RETAINING WALL2.17.GENERATOR - SEE ELECTRICAL2.18.PEDESTRIAN CROSS WALK WARNING SIGN - SEE ELECTRICAL2.19.SEATING/BENCH - SEE ARCHITECTURAL/STRUCTURAL PLANSMATCH EXISTING PAVEMENT© 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSCERTIFICATION111/09/202360% DD SET222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211/17/2023100% DD PROGRESS SET312/01/2023100% DD SET401/22/202460% CD PROGRESS SET\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-101 SITE PLAN.dwg 2/16/2024 KUECHLE, HALEY 501/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTION SEE SHEET C-103C-104PHASE 2 NORTHEASTSITE PLAN( IN FEET )GRAPHIC SCALE01 inch = 20 ft.204020720 STSTSTSTSTSTSTSTWVWVWVSTSTSTSTSTSTWVWVWVWVWVWVWVSTSTSTSTSTSTSTSTWVWVWVSTSTSTSTSTSTWVWVWVWVWVWVWVN89°11'30"W 945.71N00°16'25"E 204.99N89°11'30"W 429.02N00°16'25"E 414.31N2 5 ° 3 6 ' 5 3 " E 7.7 2S88°29'47"E 488.04N00°16'25"E 594.63 S88°48'17"E 516.74S88°06'20"E (PLAT)N00°58'22"E (PLAT) N00°16'25"E 204.99 232.20 362.43 528.97416.74S88°29'33"E (PLAT)S89°11'30"E 12.28416.74253.38 160.93 N89°11'30"W 36.33N88°29'33"W (PLAT)N00°16'25"E 204.99N00°58'22"E (PLAT)N89°11'30"W 36.33N88°29'33"W (PLAT)49.87505049.8786.2086.20864.98990.00N88°06'20"W (PLAT)S88°48'17"E 396.2376.24 OWNER: CITY OF CHANHASSENADDRESS: 7700 MARKET BLVDPID: 257740010OWNER: CITY OF CHANHASSENADDRESS: 7711 KERBER BLVDPID: 257740020OWNER: CITY OF CHANHASSENADDRESS: 7610 LAREDO DRPID: 250122100424.728.00N88°29'33"W (PLAT)N00°58'22"E (PLAT)S87°47'50"E (PLAT)N2 6 ° 1 8 ' 5 0 " E ( P L A T ) N00°58'22"E (PLAT)L=40.28R=26.00Δ=88°46'12"DRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITION W. LINELOT 1N. LINELOT 1E. LINELOT 1E. LINELOT 2S. LINELOT 1S. LINE LOT 2W. LINELOT 2N. LINELOT 2S. LINE N. 660.00 FEET SW 1/4 SW 1/4S. LINE N. 864.98 FEET SW 1/4 SW 1/4E. LINE SW 1/4 SW 1/4 W. LINE E. 424.72 FEET SW 1/4 SW 1/4S. LINE SW 1/4864.98 660.00 ROADWAY AND UTILITYEASEMENT PERDOC. NO. 1691678.00OWNER: AREA INVEST LLCADDRESS: 7730 LAREDO DRPID: 250122000OWNER: IND SCHOOL DIST 112ADDRESS: 7600 LAREDO DRPID: 250125200WVSSTX X X X XXXXXXXXXXXXX XPROPOSED CITY HALLFFE 982.5IIIIIII I I IIIIIIIIIIIIIIIIIIIIIIIIIIIII►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►LEGENDLEGENDPROPERTY BOUNDARYLEGENDROCK CONSTRUCTION EXITSILT FENCEINLET PROTECTIONTREE PROTECTIONEXISTING MINOR CONTOUREXISTING MAJOR CONTOURPROPOSED MINOR CONTOUR901PROPOSED MAJOR CONTOUR900CONSTRUCTION LIMITSEXISTING STORM SEWEREXISTING STORM SEWER MANHOLEEXISTING STORM SEWER INLETSTORM MANHOLESTORM CATCH BASINSTORM SEWERLEGEND1.SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES.2.CONSTRUCTION SHALL HAVE STABILIZED EXIT AT ALL TIMETHROUGHOUT THE DURATION OF THE PROJECT. CONTRACTORIS ULTIMATELY RESPONSIBLE TO PROJECT DOWNSTREAMWATERS FROM CONSTRUCTION RUNOFF.3.CONSTRUCTION LIMITS AND SILT FENCE SHOWN OFFSET TOTHE PROPERTY LINE FOR CLARITY, WHERE APPLICABLE.NOTES( IN FEET )GRAPHIC SCALE01 inch = 40 ft.408040C-201OVERALLPOST-CONSTRUCTIONSTABILIZATION PLAN© 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSCERTIFICATION111/09/202360% DD SET222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211/17/2023100% DD PROGRESS SET312/01/2023100% DD SET401/22/202460% CD PROGRESS SET\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-201 POST CONSTRUCTION STABILIZATION PLAN.dwg 2/16/2024 KUECHLE, HALEY 501/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTION SEE SHEET C-203SEE SHEET C-204SEE SHEET C-202EROSION CONTROL BLANKETPERMANENT STABILIZATION721 EXISTINGBUILDINGBITUMINOUS SURFACEBITUMINOUS SURFACE BITUMINOUS SURFACEBITUMINOUS SURFACECONCRETE SURFACESTSTSTSTSTSTSTSTWVSTSTSTSTSTSTSTSTSTSTSTSTSTSTWVSTSTSTSTSTSTN00°16'25"E 414.31N2 5 ° 3 6 ' 5 3 " E 7.7 2S88°29'47"E 488.04N00°16'25"E 594.63 S88°48'17"E 516.74S88°06'20"E (PLAT)232.20 362.43 S88°29'33"E (PLAT)S89°11'30"E 12.28253.38 160.93 N89°11'30"W 36.33N88°29'33"W (PLAT)86.2086.2076.24 OWNER: CITY OF CHANHASSENADDRESS: 7711 KERBER BLVDPID: 257740020N00°58'22"E (PLAT)S87°47'50"E (PLAT)N2 6 ° 1 8 ' 5 0 " E ( P L A T ) N00°58'22"E (PLAT)L=40.28R=26.00Δ=88°46'12"DRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITION E. LINELOT 2S. LINELOT 1S. LINE LOT 2W. LINELOT 2N. LINELOT 2W. LINE E. 424.72 FEET SW 1/4 SW 1/4S. LINE SW 1/4STXX X XXPROPOSED CITY HALLFFE 982.5XX975980985973973 974976977978 97998198298398498697597 5 975 975975975 974974 974974 974 974 99098098098098599098198298398498698798898999199199199299299299397 5 9809749 7 6 97797897 9 981IIIIIII IIIIIIII I I I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►11111111311111111111555555555555555555555544454111111166647117777666985982983984986975980985976977978979981982983984986987988989992980985990976977978979981982982982 983984986987988989991980 981982983990 991 981982983 984978978978978979975974976977978 975777777222►►►►►►►►►►►►4555555555411.INLET PROTECTION - SEE DETAIL 4/C-8032.SILT FENCE - SEE DETAIL 5300/C-8033.ROCK CONSTRUCTION ENTRANCE - SEE DETAIL 5301/C-8034.EROSION CONTROL BLANKET - SEE DETAIL 5/C-8035.PERMANENT STABILIZATION - SEE LANSCAPE PLAN6.TREE PROTECTION - SEE DETAIL 6/C-8067.BIOROLL - SEE DETAIL 5/C-806KEYNOTES#( IN FEET )GRAPHIC SCALE01 inch = 20 ft.204020C-202PHASE 1POST-CONSTRUCTIONSTABILIZATION PLAN© 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSCERTIFICATION111/09/202360% DD SET222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211/17/2023100% DD PROGRESS SET312/01/2023100% DD SET401/22/202460% CD PROGRESS SET\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-201 POST CONSTRUCTION STABILIZATION PLAN.dwg 2/16/2024 KUECHLE, HALEY 501/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTION SEE SHEET C-204 SEE SHEET C-203►►►►LEGENDLEGENDPROPERTY BOUNDARYLEGENDROCK CONSTRUCTION EXITSILT FENCEINLET PROTECTIONTREE PROTECTIONEXISTING MINOR CONTOUREXISTING MAJOR CONTOURPROPOSED MINOR CONTOUR901PROPOSED MAJOR CONTOUR900EXISTING STORM SEWEREXISTING STORM SEWER MANHOLEEXISTING STORM SEWER INLETSTORM MANHOLESTORM CATCH BASINSTORM SEWERLEGEND1.SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES.2.CONSTRUCTION SHALL HAVE STABILIZED EXIT AT ALL TIMETHROUGHOUT THE DURATION OF THE PROJECT. CONTRACTORIS ULTIMATELY RESPONSIBLE TO PROJECT DOWNSTREAMWATERS FROM CONSTRUCTION RUNOFF.3.CONSTRUCTION LIMITS AND SILT FENCE SHOWN OFFSET TOTHE PROPERTY LINE FOR CLARITY, WHERE APPLICABLE.NOTESEROSION CONTROL BLANKETPERMANENT STABILIZATION722 BITUMINOUS SURFACE BITUMINOUS SURFACE BITUMINOUS SURFACECONCRETE SURFACESTSTSTSTSTSTSTSTSTSTN89°11'30"W 945.71N00°16'25"E 414.31 N00°16'25"E 594.63 S88°48'17"E 516.74S88°06'20"E (PLAT)N00°58'22"E (PLAT) N00°16'25"E 204.99 232.20 362.43 528.97S88°29'33"E (PLAT)S89°11'30"E 12.28253.38 160.93 N89°11'30"W 36.33N88°29'33"W (PLAT)N00°16'25"E 204.99N00°58'22"E (PLAT)N89°11'30"W 36.33N88°29'33"W (PLAT)49.87505049.8786.20990.00OWNER: CITY OF CHANHASSENADDRESS: 7700 MARKET BLVDPID: 257740010OWNER: CITY OF CHANHASSENADDRESS: 7711 KERBER BLVDPID: 257740020N88°29'33"W (PLAT)N00°58'22"E (PLAT) N00°58'22"E (PLAT)DRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITION W. LINELOT 1N. LINELOT 1E. LINELOT 1E. LINELOT 2S. LINELOT 1N. LINELOT 2W. LINE E. 424.72 FEET SW 1/4 SW 1/4ST XXXXXXXXXXXXXX X XXPROPOSED CITY HALLFFE 982.5XX996 996996975980985990974976977978 9799819829839849869879889899919 9 6 9 9 5 99098098098098599099598198298398498698798898999199199199299299299399399399498097 9 981IIIIIII IIIIIIII I I I I I I IIIIIIIIIIIIIIIIIIIIIIIIIIIII►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►11111131111111111115555555555555555555554454445111111116677776662669859829839849869809859799819829839849869879889899929959949859909 9 5982982982983984986987988989991992993994980981982983990 991 981982983 98499098999199299399 4 995991992993994 99697897897897897997597497697797877 7772222►►►►►►►►►►►►►►45555551C-203PHASE 2 NORTHWESTPOST-CONSTRUCTIONSTABILIZATION PLAN© 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSCERTIFICATION111/09/202360% DD SET222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211/17/2023100% DD PROGRESS SET312/01/2023100% DD SET401/22/202460% CD PROGRESS SET\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-201 POST CONSTRUCTION STABILIZATION PLAN.dwg 2/16/2024 KUECHLE, HALEY 501/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTION ( IN FEET )GRAPHIC SCALE01 inch = 20 ft.204020SEE SHEET C-202SEE SHEET C-204 1.INLET PROTECTION - SEE DETAIL 4/C-8032.SILT FENCE - SEE DETAIL 5300/C-8033.ROCK CONSTRUCTION ENTRANCE - SEE DETAIL 5301/C-8034.EROSION CONTROL BLANKET - SEE DETAIL 5/C-8035.PERMANENT STABILIZATION - SEE LANDSCAPE PLAN6.TREE PROTECTION - SEE DETAIL 6/C-8067.BIOROLL - SEE DETAIL 5/C-806KEYNOTES#►►►►LEGENDLEGENDPROPERTY BOUNDARYLEGENDROCK CONSTRUCTION EXITSILT FENCEINLET PROTECTIONTREE PROTECTIONEXISTING MINOR CONTOUREXISTING MAJOR CONTOURPROPOSED MINOR CONTOUR901PROPOSED MAJOR CONTOUR900EXISTING STORM SEWEREXISTING STORM SEWER MANHOLEEXISTING STORM SEWER INLETSTORM MANHOLESTORM CATCH BASINSTORM SEWERLEGEND1.SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES.2.CONSTRUCTION SHALL HAVE STABILIZED EXIT AT ALL TIMETHROUGHOUT THE DURATION OF THE PROJECT. CONTRACTORIS ULTIMATELY RESPONSIBLE TO PROJECT DOWNSTREAMWATERS FROM CONSTRUCTION RUNOFF.3.CONSTRUCTION LIMITS AND SILT FENCE SHOWN OFFSET TOTHE PROPERTY LINE FOR CLARITY, WHERE APPLICABLE.NOTESEROSION CONTROL BLANKETPERMANENT STABILIZATION723 BITUMINOUS SURFACEBITUMINOUS SURFACE BITUMINOUS SURFACEBITUMINOUS SURFACE EXISTINGBUILDINGEXISTINGBUILDINGBITUMINOUS SURFACE WVWVWVWVWVWVWVWVWVWVWVWVWVWVN89°11'30"W 945.71N00°16'25"E 204.99N89°11'30"W 429.02N00°16'25"E 414.31 N00°58'22"E (PLAT)N00°16'25"E 204.99 416.74S88°29'33"E (PLAT)S89°11'30"E 12.28416.74253.38 160.93 990.00OWNER: CITY OF CHANHASSENADDRESS: 7610 LAREDO DRPID: 250122100424.728.00N88°29'33"W (PLAT)N00°58'22"E (PLAT)DRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONE. LINELOT 1E. LINELOT 2S. LINE N. 660.00 FEET SW 1/4 SW 1/4S. LINE N. 864.98 FEET SW 1/4 SW 1/4E. LINE SW 1/4 SW 1/4 W. LINE E. 424.72 FEET SW 1/4 SW 1/4 864.98 8.00OWNER: AREA INVEST LLCADDRESS: 7730 LAREDO DRPID: 250122000ADDRESS: 7600 LAREDO DRPID: 250125200X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXPROPOSED CITY HALLFFE 982.5XX985985985990990995 9 9 5983984986987 987 98798898 89899899919919929929939 9 39949 9 4 98 5 990990 990 995 9839 8 4 98 6 98798 8 98 9 991 992 993 9 9 4 995 997997997990991991991980979 981I IIIII I I I I I I I ►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►221213111111115555555555555554544111117985982983984986980985979981982983984986987988989992993995 994 995 996995994990 995989991992993994 9 9 6 9 9 7 9 9 772555 ( IN FEET )GRAPHIC SCALE01 inch = 20 ft.204020C-204PHASE 2 NORTHEASTPOST-CONSTRUCTIONSTABILIZATION PLAN© 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSCERTIFICATION111/09/202360% DD SET222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211/17/2023100% DD PROGRESS SET312/01/2023100% DD SET401/22/202460% CD PROGRESS SET\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-201 POST CONSTRUCTION STABILIZATION PLAN.dwg 2/16/2024 KUECHLE, HALEY 501/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTION SEE SHEET C-2031.INLET PROTECTION - SEE DETAIL 4/C-8032.SILT FENCE - SEE DETAIL 5300/C-8033.ROCK CONSTRUCTION ENTRANCE - SEE DETAIL 5301/C-8034.EROSION CONTROL BLANKET - SEE DETAIL 5/C-8035.PERMANENT STABILIZATION - SEE LANDSCAPE PLAN6.TREE PROTECTION - SEE DETAIL 6/C-8067.BIOROLL - SEE DETAIL 5/C-806KEYNOTES#►►►►LEGENDLEGENDPROPERTY BOUNDARYLEGENDROCK CONSTRUCTION EXITSILT FENCEINLET PROTECTIONTREE PROTECTIONEXISTING MINOR CONTOUREXISTING MAJOR CONTOURPROPOSED MINOR CONTOUR901PROPOSED MAJOR CONTOUR900EXISTING STORM SEWEREXISTING STORM SEWER MANHOLEEXISTING STORM SEWER INLETSTORM MANHOLESTORM CATCH BASINSTORM SEWERLEGEND1.SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES.2.CONSTRUCTION SHALL HAVE STABILIZED EXIT AT ALL TIMETHROUGHOUT THE DURATION OF THE PROJECT. CONTRACTORIS ULTIMATELY RESPONSIBLE TO PROJECT DOWNSTREAMWATERS FROM CONSTRUCTION RUNOFF.3.CONSTRUCTION LIMITS AND SILT FENCE SHOWN OFFSET TOTHE PROPERTY LINE FOR CLARITY, WHERE APPLICABLE.NOTESEROSION CONTROL BLANKETPERMANENT STABILIZATION724 SOIL MAPIN ACCORDANCE WITH SECTION 21 OF THE GENERAL PERMIT AUTHORIZATION TO DISCHARGE STORMWATERASSOCIATED WITH CONSTRUCTION ACTIVITY UNDER THE NPDES, THE PREPARER OF THIS DOCUMENT WAS TRAINEDUNDER THE UNIVERSITY OF MINNESOTA EROSION AND SEDIMENT CONTROL CERTIFICATION PROGRAM. MICHAELHIMMERICH CERTIFICATION IN DESIGN OF SWPPP IS VALID THROUGH MAY 31, 2027.THE ADJACENT TABLE INDICATES THE ESTIMATED MATERIAL QUANTITIES NECESSARY TO IMPLEMENT THE TEMPORARY ANDPERMANENT EROSION PREVENTION AND SEDIMENT CONTROL BMPS IDENTIFIED IN THIS SWPPP AND ON THE CONSTRUCTIONDRAWINGS. TEMPORARY AND PERMANENT EROSION PREVENTION AND SEDIMENT CONTROL BMPS WILL BE INSTALLED/CONSTRUCTEDWHEN NECESSARY AS CONSTRUCTION ACTIVITIES PROGRESS AND IN ACCORDANCE WITH THE NPDES PERMIT REQUIREMENTS.MAINTAIN AND REPLACE BMPs DURING THE EXECUTION OF THE PROJECT AS REQUIRED TO CONTINUE SWPPP COVERAGE DURINGCONSTRUCTIONNOTE: QUANTITIES ON PLAN SUPERCEDES LISTQUANTITIES IN A DISCREPANCYSWPPP DOCUMENTSINSPECTIONSIMPAIRED WATERS, SPECIAL WATERS, AND WETLANDSESTIMATED BMP QUANTITIES AND INSTALLATION SCHEDULECERTIFICATIONPROJECT NAME: CHANHASSEN CIVIC CAMPUSPROJECT LOCATION: 7700 MARKET BOULEVARD, CHANHASSEN, MN 55424PROJECT TYPE: CITY CENTER WITH AN ASSOCIATED SURFACE PARKING LOT, OUTDOOR FACILITIES, STORM SEWERNETWORK, AND UTILITIES.TOTAL AREA DISTURBED BY CONSTRUCTION: APPROXIMATELY 6.08 ACRES. THE TOTAL SITE AREA ISAPPROXIMATELY 9.40 ACRES.ESTIMATED CONSTRUCTION DATES: SPRING 2024 - FALL 2025CUMULATIVE IMPERVIOUS SURFACE/PERMANENT STORMWATER MANAGEMENT REQUIREMENTS:THE PROPOSED PROJECT RESULTS IN A ±0.07 ACRE NET DECREASE IN IMPERVIOUS SURFACE WITHIN THE LIMITS OFDISTURBANCE. INCLUDE ANY INFORMATION ABOUT FUTURE EXPANSION IMPERVIOUS HERE.THE SITE ULTIMATELY DRAINS TO, BUT IS WITHIN 1 MILE OF, RILEY CREEK, WHICH IS LISTED AS AN IMPAIRED WATERFOR AQUATIC CONSUMPTION AND AQUATIC RECREATION. THERE ARE CURRENT APPROVED TMDLS FOR THEWATERBODY FOR MERCURY IN FISH TISSUE AND NUTRIENTS.THE SITE ULTIMATELY DRAINS TO, BUT IS WITHIN 1 MILE OF, RICE MARSH LAKE, WHICH IS LISTED AS AN IMPAIREDWATER FOR AQUATIC RECREATION. THERE ARE CURRENT APPROVED TMDLS FOR THE WATERBODY FOR NUTRIENTS.THE SITE IS WITHIN 1 MILE OF LOTUS LAKE WHICH IS LISTED AS AN IMPAIRED WATER FOR AQUATIC CONSUMPTION,AQUATIC LIFE, AND AQUATIC RECREATION.THERE ARE CURRENT APPROVED TMDLS FOR THE WATERBODY FORMERCURY IN FISH TISSUE AND NUTRIENTS.THE SITE IS WITHIN 1 MILE OF SUSAN LAKE WHICH IS LISTED AS AN IMPAIRED WATER FOR AQUATIC CONSUMPTIONAND AQUATIC RECREATION. THERE ARE CURRENT APPROVED TMDLS FOR THE WATERBODY FOR MERCURY IN FISHTISSUE AND NUTRIENTS.THE SITE IS WITHIN 1 MILE OF ANN LAKE WHICH IS LISTED AS AN IMPAIRED WATER FOR AQUATIC CONSUMPTION.THERE ARE CURRENT APPROVED TMDLS FOR THE WATERBODY FOR MERCURY IN FISH TISSUE.THE PERMANENT STORMWATER SYSTEM WILL CONSIST OF AN UNDERGROUND STORMWATER SYSTEM BENEATH APARKING LOT. THE STORMWATER DISCHARGES SOUTH AND CONNECTS TO THE EXISTING CITY OF CHANHASSENSTORM SEWER SYSTEM. THE STORMWATER ULTIMATELY DISCHARGES TO RILEY CREEK SOUTH OF THE SITE.PARTY RESPONSIBLE FOR LONG TERM OPERATION AND MAINTENANCE OF THE SITE (OWNER): CITY OF CHANHASSENCONTACT: CHARLES HOWLEYCONTACT PHONE: 952-227-1169CONTACT EMAIL: TBDPARTY RESPONSIBLE FOR IMPLEMENTATION OF THE SWPPP (CONTRACTOR): TBDCONTRACTOR: TBDCONTRACTOR PHONE: TBDCONTRACTOR EMAIL: TBDCONTRACTOR SHALL PROVIDE A CHAIN OF RESPONSIBILITY WITH ALL OPERATORS ON THE SITE FORINCORPORATION INTO THIS SWPPP DOCUMENT TO ENSURE THAT THE SWPPP WILL BE IMPLEMENTED AND STAY INEFFECT UNTIL THE CONSTRUCTION PROJECT IS COMPLETE (THROUGH FINAL STABILIZATION AND NOT SUBMITTAL).CONTRACTOR SHALL ALSO PROVIDE DOCUMENTATION OF PERSONNEL TRAINING IN ACCORDANCE WITH THE PERMITFOR INCORPORATION INTO THIS SWPPP DOCUMENT AS SOON AS THE PERSONNEL FOR THE PROJECT HAVE BEENDETERMINED. CONTRACTOR IS RESPONSIBLE FOR KEEPING A FINAL SWPPP DOCUMENT, CONTAINING THEINFORMATION REQUIRED ABOVE, AT THE CONSTRUCTION SITE FOR THE DURATION OF THE PROJECT.THE SWPPP IS COMPOSED OF, BUT NOT LIMITED TO, THE BELOW PROJECT DOCUMENTS. THESE DOCUMENTS SHALLBE KEPT ON THE PROJECT SITE AT ALL TIMES THROUGHOUT CONSTRUCTION. THE SWPPP SHALL BE AMENDED BYTHE PERSON RESPONSIBLE TO INCLUDE ANY DOCUMENTS NECESSARY TO ENSURE ADHERENCE TO THE GENERALPERMIT.CHANHASSEN CIVIL CAMPUS CIVIL CONSTRUCTION DRAWINGS BY STANTEC DATED JANUARY 2023CHANHASSEN CIVIL CAMPUS STORMWATER MANAGEMENT PLAN BY STANTEC DATED JANUARY 2023RECORD RETENTION - THE SWPPP, ALL CHANGES TO IT, AND INSPECTION AND MAINTENANCE RECORDS MUST BEKEPT ON-SITE DURING CONSTRUCTION; THE CONSTRUCTION DRAWINGS ARE INCORPORATED HEREIN BYREFERENCE, AND A COPY OF THE PLAN SET SHOULD BE KEPT ON-SITE WITH THE SWPPP RECORDS. THE OWNERMUST RETAIN A COPY OF THE SWPPP ALONG WITH THE FOLLOWING RECORDS FOR THREE (3) YEARS AFTERSUBMITTAL OF THE NOTICE OF TERMINATION:1.ANY OTHER PERMITS REQUIRED FOR THE PROJECT;2.RECORDS OF ALL INSPECTION AND MAINTENANCE CONDUCTED DURING CONSTRUCTION;3.ALL PERMANENT OPERATIONS AND MAINTENANCE AGREEMENTS THAT HAVE BEEN IMPLEMENTED, INCLUDINGALL RIGHT OF WAY, CONTRACT, COVENANTS AND OTHER BINDING REQUIREMENTS REGARDING PERPETUALMAINTENANCE; AND4.ALL REQUIRED CALCULATIONS FOR DESIGN OF THE TEMPORARY AND PERMANENT STORMWATERMANAGEMENT SYSTEMS.THE INSPECTION LOG WILL BE COMPLETED BY THE CONTRACTOR FOR THE CONSTRUCTION SITE.INSPECTOR(S): TBD - TRAINING DOCUMENTATION (PER SECTION 21.2 OF THE PERMIT) WILL BE INCORPORATED INTOTHIS SWPPP AS SOON AS THE PERSONNEL FOR THE PROJECT HAVE BEEN DETERMINED. THE CONTRACTOR WILLMAKE CORRECTIONS OR REPAIRS REQUIRED TO COMPLY WITH THE PERMIT.INSPECTIONS AT THE SITE WILL BE COMPLETED IN ACCORDANCE WITH THE PERMIT AS FOLLOWS: ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND, WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS.1.THE INDIVIDUAL PERFORMING INSPECTIONS MUST BE TRAINED AS REQUIRED BY SECTION 21.3 OF THE PERMIT.TRAINING DOCUMENTATION SHALL BE PROVIDED BY THE CONTRACTOR FOR INCORPORATION INTO THE SWPPP.INSPECTIONS MUST INCLUDE STABILIZED AREAS, EROSION PREVENTION AND SEDIMENT CONTROL BMPS, ANDINFILTRATION AREAS. CORRECTIVE ACTIONS MUST BE IDENTIFIED AND DATE OF CORRECTION MUST BE NOTEDAS IDENTIFIED IN SECTION 11.11 OF THE PERMIT. ANY OFFSITE DISCHARGE MUST BE DOCUMENTED ASIDENTIFIED IN SECTION 11.11 OF THE PERMIT. ANY AMENDMENTS TO THE SWPPP PROPOSED AS A RESULT OFTHE INSPECTION MUST BE DOCUMENTED WITHIN SEVEN (7) CALENDAR DAYS. AN INSPECTION LOG IS ALSOATTACHED; THE INSPECTION LOG AND SWPPP MUST BE KEPT ON-SITE FOR THE DURATION OF THECONSTRUCTION PROJECT.AT A MINIMUM, THE FOLLOWING SHALL BE COMPLETED DURING EACH INSPECTION:-RECORD DATE AND TIME OF INSPECTION.-RECORD RAINFALL RECORDS SINCE THE MOST RECENT INSPECTION.-INSPECT THE SITE FOR EXCESS EROSION AND SEDIMENTATION.-INSPECT THE SITE FOR DEBRIS, TRASH, AND SPILLS.-INSPECT TEMPORARY EROSION AND SEDIMENTATION CONTROL DEVICES.-INSPECT CONSTRUCTION ENTRANCES FOR SEDIMENT TRACKING ONTO PUBLIC STREETS.-RECORD RECOMMENDED REPAIRS AND MODIFICATIONS TO EROSION AND SEDIMENT CONTROLS.-RECOMMEND ANY NECESSARY CHANGES TO THIS SWPPP.-RECORD REPAIRS AND MODIFICATIONS IMPLEMENTED SINCE PREVIOUS INSPECTIONS.-INSPECT THE ADJACENT STREETS AND CURB AND GUTTER FOR SEDIMENT, LITTER, AND CONSTRUCTION DEBRIS.THE GENERAL CONTRACTOR MUST UPDATE THE SWPPP, INCLUDING THE JOBSITE BINDER AND SITE MAPS, TOREFLECT THE PROGRESS OF CONSTRUCTION ACTIVITIES AND GENERAL CHANGES TO THE PROJECT SITE. UPDATESSHALL BE MADE DAILY TO TRACK PROGRESS WHEN ANY OF THE FOLLOWING ACTIVITIES OCCUR: BMP INSTALLATION,MODIFICATION OR REMOVAL, CONSTRUCTION ACTIVITIES (E.G. PAVING, SEWER INSTALLATION, ETC), CLEARING,GRUBBING, GRADING, OR TEMPORARY AND PERMANENT STABILIZATION.THE CONTRACTOR MAY UPDATE OR MODIFY THE SWPPP WITHOUT ENGINEER APPROVAL IN AN EMERGENCYSITUATION TO PREVENT SEDIMENT DISCHARGE OR PROTECT WATER QUALITY. THE CONTRACTOR IS ULTIMATELYRESPONSIBLE TO ENSURE COMPLIANCE WITH THE PERMIT AND PROTECTION OF DOWNSTREAM WATER QUALITY.PRIOR TO ANY SITE DISTURBANCE, AND AS REQUIRED AS CONSTRUCTION PROGRESSES, ANY PERMIT REQUIREDEROSION PREVENTION MEASURES AND THE SEDIMENT CONTROL DEVICES (INLET PROTECTION, CONSTRUCTIONENTRANCE, SILT FENCE, EROSION CONTROL BLANKET) SHOWN ON THE CONSTRUCTION DRAWINGS WILL BEINSTALLED AT THE SITE.ALL EXPOSED SOIL AREAS WITHIN THE CONSTRUCTION LIMITS WILL BE STABILIZED WITHIN 7 DAYS AFTER THECONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY (WILL NOT RESUME FOR A PERIODEXCEEDING 7 CALENDAR DAYS) OR PERMANENTLY CEASED. STABILIZATION WILL BE INITIATED IMMEDIATELY.EXPOSED SOIL AREAS MUST HAVE TEMPORARY EROSION PROTECTION (SLASH MULCH, EROSION CONTROL BLANKET,SEED) OR PERMANENT COVER YEAR ROUND.CONTRACTOR SHALL IMPLEMENT APPROPRIATE CONSTRUCTION PHASING, VEGETATIVE BUFFER STRIPS,HORIZONTAL SLOPE GRADING, AND OTHER CONSTRUCTION PRACTICES THAT MINIMIZE EROSION WHEN PRACTICAL.THE NORMAL WETTED PERIMETER OF ANY TEMPORARY OR PERMANENT DRAINAGE DITCH THAT DRAINS WATERFROM A CONSTRUCTION SITE, OR DIVERTS WATER AROUND A SITE, MUST BE STABILIZED WITHIN 200 LINEAL FEETFROM THE PROPERTY EDGE, OR FROM THE POINT OF DISCHARGE TO ANY SURFACE WATER. STABILIZATION MUSTBE COMPLETED WITHIN 24 HOURS OF CONNECTING TO A SURFACE WATER. PIPE OUTLETS MUST BE PROVIDED WITHTEMPORARY OR PERMANENT ENERGY DISSIPATION WITHIN 24 HOURS OF CONNECTION TO A SURFACE WATER.SWPPP IMPLEMENTATION, PHASING, AND SEQUENCE OF CONSTRUCTION:BMP AND EROSION CONTROL INSTALLATION SEQUENCE SHALL BE AS FOLLOWS:1.CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE, CONCRETE WASHOUT PIT, AND INSTALL SILT FENCE.2.INSTALL INLET PROTECTION AT EXISTING STORMWATER CULVERTS AND INLETS.3.PREPARE TEMPORARY STORAGE, PARKING, AND PHASING AREAS.4.CONSTRUCT AND STABILIZE DIVERSIONS AND TEMPORARY SEDIMENT TRAPS/BASINS.5.PERFORM CLEARING AND GRUBBING OF THE SITE, IF APPLICABLE.6.PERFORM MASS GRADING, ROUGH GRADE TO ESTABLISH PROPOSED DRAINAGE PATTERNS.7.BEGIN EXCAVATION OF PERMANENT STORMWATER BASIN AREAS. SEE SEQUENCING BELOW FOR ADDITIONALINFORMATION.8.START CONSTRUCTION OF THE BUILDING PAD AND STRUCTURES.9.INSTALL SMALL UTILITIES (GAS, ELECTRIC, PHONE, CABLE, ETC.).10.PAVE CURB AND GUTTER, SIDEWALK, AND PARKING LOT/ DRIVEWAYS.11.TEMPORARILY SEED WITH PURE LIVE SEED THROUGHOUT CONSTRUCTION. DISTURBED AREAS THAT WILL BEINACTIVE FOR 7 DAYS OR MORE AS REQUIRED BY NPDES OR PERMIT.SEDIMENT CONTROL PRACTICES MUST MINIMIZE SEDIMENT FROM ENTERING SURFACE WATERS, INCLUDING CURBAND GUTTER SYSTEMS AND STORM SEWER INLETS. THE FOLLOWING MEASURES WILL BE TAKEN AS SEDIMENTCONTROL PRACTICES IN ORDER TO MINIMIZE SEDIMENTS FROM ENTERING SURFACE WATERS:1.INSTALLATION OF SEDIMENT CONTROL PRACTICES ON ALL DOWN GRADIENT PERIMETERS PRIOR TO LANDDISTURBING ACTIVITIES.2.SILT FENCING, BIOLOGS, OR OTHER SEDIMENT CONTROL SURROUNDING TEMPORARY SOIL STOCKPILES.3.VEHICLE TRACKING BMP AT CONSTRUCTION SITE ENTRANCE/EXIT. STREET SWEEPING SHALL BE PERFORMEDIF VEHICLE TRACKING BMPS ARE NOT ADEQUATE TO PREVENT SEDIMENT TRACKING. TRACKED SEDIMENTMUST BE REMOVED FROM ALL PAVED SURFACES BOTH ON AND OFFSITE WITHIN 24 HOURS OF DISCOVERY PERTHE PERMIT.4.STREET SWEEPING IS NOT TO BE USED AS A PRIMARY BMP FOR SEDIMENT TRACKING. IF SEDIMENT IS TRACKEDOFFSITE, WORK WILL CEASE UNTIL PROPER EROSION CONTROL AND SEDIMENT CONTROL DEVICES AREINSTALLED AND/OR BEING MAINTAINED TO PREVENT TRACKING BEYOND THE SITE'S PERIMETER (CONTAINMENTAREA). ALL STREET SWEEPING MUST BE PERFORMED UTILIZING A PICK-UP SWEEPER. IF NECESSARY WATERWILL ALSO BE USED TO CLEAN UP THE STREETS PRIOR TO BEING SWEPT TO ENSURE THEY ARE FULLYCLEANED.THE FOLLOWING GUIDELINES WILL BE USED TO DETERMINE IF POLLUTION CONTROL DEVICES REQUIREMAINTENANCE, REPAIR, OR REPLACEMENT:-IF SEDIMENT CONTROL DEVICES SUCH AS SILT FENCE ARE FILLED TO 1/3 THE HEIGHT OF THE FENCE, REMOVE ALLSEDIMENT WITHIN 24 HOURS OF DETECTION OR NOTIFICATION.-IF INLET PROTECTION DEVICES APPEAR PLUGGED WITH SEDIMENT, ARE FILLED TO 1/3 CAPACITY, OR HAVESTANDING WATER AROUND THEM, REMOVE THE SEDIMENT AND CLEAN OR REPLACE THE FILTER WITHIN 24 HOURSOF DETECTION OR NOTIFICATION.-IF THE GRAVEL CONSTRUCTION ENTRANCE(S) ARE FILLED WITH SEDIMENT EITHER REPLACE THE ENTRANCE ORADD ADDITIONAL GRAVEL WITH 24 HOURS OF DETECTION OR NOTIFICATION.-IF SEDIMENT FROM THE SITE IS OBSERVED ON ADJACENT STREETS OR OTHER PROPERTIES, THE INSPECTOR SHALLIDENTIFY THE SOURCE AND DISCHARGE LOCATION OF THE SEDIMENT AND INSTRUCT TO IMPLEMENT ADDITIONALEROSION AND SEDIMENT CONTROLS AT THOSE LOCATIONS TO PREVENT FUTURE DISCHARGES.-IF BUILDING MATERIALS, CHEMICALS, OR GENERAL REFUSE IS BEING USED, STORED, DISPOSED OF, OR OTHERWISEMANAGED INAPPROPRIATELY, CORRECT SUCH DEFECTS WITHIN 24 HOURS OF DETECTION OR NOTIFICATION.-IF EXCESSIVE SEDIMENTS OR DEBRIS ARE OBSERVED AT THE FLARED END SECTION OUTFALLS, THE INSPECTORSHALL DETERMINE THE SOURCE AND DISCHARGE LOCATIONS OF SUCH MATERIALS. IF THE DISCHARGE HASOCCURRED ON THE PROPERTY, REMOVE THE SEDIMENTS AND DEBRIS WITHIN 24 HOURS OF NOTIFICATION ANDCORRECT THE SOURCE OF SUCH MATERIALS AS DIRECTED BY THE INSPECTORSOLID WASTE:SOLID WASTE, INCLUDING BUT NOT LIMITED TO, COLLECTED ASPHALT AND CONCRETE MILLINGS, FLOATING DEBRIS,PAPER, PLASTIC, FABRIC, CONSTRUCTION AND DEMOLITION DEBRIS AND OTHER WASTE, INCLUDING ALL TRASHONSITE, MUST BE REGULARLY DISPOSED OF PROPERLY AND MUST COMPLY WITH MPCA DISPOSAL REQUIREMENTS.HAZARDOUS MATERIALS:HAZARDOUS MATERIALS, INCLUDING BUT NOT LIMITED TO OIL, GASOLINE, PAINT AND ANY HAZARDOUS SUBSTANCEMUST BE PROPERLY STORED INCLUDING SECONDARY CONTAINMENTS, TO PREVENT SPILLS, LEAKS OR OTHERDISCHARGE. RESTRICTED ACCESS TO STORAGE AREAS MUST BE PROVIDED TO PREVENT VANDALISM. STORAGE ANDDISPOSAL OF HAZARDOUS WASTE MUST BE IN COMPLIANCE WITH MCPA REGULATIONS.CONSTRUCTION EQUIPMENT/VEHICLES:EXTERNAL WASHING OF TRUCKS AND OTHER CONSTRUCTION VEHICLES MUST BE LIMITED TO A DEFINED AREA OFTHE SITE. RUNOFF MUST BE CONTAINED AND WASTE PROPERLY DISPOSED OF. NO ENGINE DEGREASING ISALLOWED ON SITE. REASONABLE STEPS TO PREVENT THE DISCHARGE OF SPILLED OR LEAKED CHEMICALS SHALL BETAKEN. ADEQUATE SUPPLIES MUST BE AVAILABLE AT ALL TIMES TO CLEAN UP DISCHARGED MATERIALS; CONDUCTFUELING IN A CONTAINED AREA UNLESS INFEASIBLE.CONCRETE WASHOUT AREA:CONCRETE WASHOUT WILL BE PERMITTED ON-SITE; CONTRACTOR SHALL FOLLOW ALL PERMIT REQUIREMENTS FORCONCRETE WASHOUT. THE CONTRACTOR SHALL PROVIDE EFFECTIVE CONTAINMENT FOR ALL LIQUID AND SOLIDWASTES GENERATED BY WASHOUT OPERATIONS. LIQUID AND SOLID WASHOUT WASTES MUST NOT CONTACT THEGROUND AND THE CONTAINMENT MUST BE DESIGNED TO PROHIBIT RUNOFF FROM THE WASHOUTOPERATIONS/AREAS. LIQUID AND SOLID WASTES MUST BE DISPOSED OF PROPERLY AND IN COMPLIANCE WITHMPCA RULES. A SIGN MUST BE INSTALLED ADJACENT TO EACH WASHOUT FACILITY THAT REQUIRES SITEPERSONNEL TO UTILIZE THE PROPER FACILITIES FOR CONCRETE WASHOUT AND DISPOSAL OF WASHOUT WASTES.CONTRACTOR SHALL REVISE SWPPP TO INDICATE WASHOUT LOCATION ONCE THE LOCATION HAS BEENDETERMINED.FERTILIZERS AND LANDSCAPE MATERIALS MUST BE UNDER COVER TO PREVENT THE DISCHARGE OF POLLUTANTSOR PROTECTED BY SIMILARLY EFFECTIVE MEANS DESIGNED TO MINIMIZE CONTACT WITH STORMWATER.PORTABLE TOILETS MUST BE POSITIONED SO THAT THEY ARE SECURE AND WILL NOT BE TIPPED OR KNOCKED OVER.SANITARY WASTE MUST BE DISPOSED OF PROPERLY.POLLUTION PREVENTION MEASURESPROJECT INFORMATIONEROSION AND SEDIMENT CONTROLIMPAIRED WATERS MAPGENERAL SWPPP NOTESDEWATERING IS NOT ANTICIPATED TO BE REQUIRED DURING TRENCHING FOR UTILITY CONSTRUCTION. IN THEEVENT THAT DEWATERING IS NECESSARY CONTRACTOR SHALL COMPLY WITH PERMIT SECTION 10.1 REQUIREMENTSFOR DEWATERING.THIS SWPPP SHALL BE AMENDED BY THE CONTRACTOR IN ACCORDANCE WITH THE PERMIT AS NECESSARY TOINCLUDE ADDITIONAL REQUIREMENTS, TO CORRECT PROBLEMS IDENTIFIED, OR TO ADDRESS SITUATIONS PERSECTION 6.1 OF THE PERMIT.THE PROJECT WILL NOT DISTURB MORE THAN 10 ACRES THAT PROMOTE DRAINAGE TO A COMMON LOCATION,THEREFORE A TEMPORARY SEDIMENT BASIN WILL NOT BE REQUIRED. THIS SWPPP SHALL BE AMENDED BY THECONTRACTOR IN ACCORDANCE WITH THE GENERAL PERMIT TO INCLUDE TEMPORARY SEDIMENTATION BASINS, IFTHEY BECOME NECESSARY. BASINS, IF DESIGNED BY THE CONTRACTOR, SHALL ACCOMMODATE NO LESS THAN 3,600CUBIC FEET OF LIVE STORAGE PER ACRE OF CONTRIBUTING DRAINAGE AREA. BASIN OUTLETS SHALL BE DESIGNEDTO WITHDRAW WATER FROM THE SURFACE OF THE BASIN, PREVENT SHORT-CIRCUITING AND THE DISCHARGE OFFLOATING DEBRIS. BASINS SHALL HAVE A STABILIZED EMERGENCY OVERFLOW LOCATION AND BE DESIGNED TOPREVENT THE DISCHARGE OF POLLUTANTS TO THE EXTENT PRACTICAL.FINAL STABILIZATION:ALL PERVIOUS AREAS DISTURBED BY CONSTRUCTION AS DESIGNATED WILL RECEIVE VEGETATIVE COVERACCORDING TO THE PLANS AND SPECIFICATIONS AND WITHIN THE SPECIFIED VEGETATIVE TIME SCHEDULE. FINALSTABILIZATION WILL OCCUR WHEN THE SITE HAS A UNIFORM VEGETATIVE COVER WITH A DENSITY OF 70% OVER THERESTORED PERVIOUS AREAS. ALL TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENT CONTROL BMPS(SUCH AS SILT FENCE) MUST BE REMOVED AS PART OF THE SITE FINAL STABILIZATION. ALL SEDIMENT MUST BECLEANED OUT OF CONVEYANCES AND TEMPORARY SEDIMENTATION BASINS IF APPLICABLE. NOTICE OFTERMINATION (NOT) MUST BE SUBMITTED WITHIN 30 DAYS OF FINAL STABILIZATION.THIS PROJECT IS LOCATED WITHIN ONE MILE OF, AND ULTIMATELY DISCHARGES TO, AN IMPAIRED WATER. RILEYPURGATORY BLUFF CREEK IS LOCATED SOUTH OF THE PROJECT LOCATION AND IS LISTED AS IMPAIRED FOR AQUATICCONSUMPTION AND AQUATIC RECREATION.. DISCHARGE TO AN IMPAIRED WATER REQUIRES IMPLEMENTATION OFSECTION 23.1 OF THE PERMIT AS INCORPORATED INTO THIS SWPPP DOCUMENT.THE PROJECT SITE DISCHARGES TO AN UNDERGROUND STORMWATER SYSTEM FOR STORMWATER MANAGEMENTPRIOR TO THE ULTIMATE DISCHARGE POINT ONSITE. THE PROJECT WILL NOT IMPACT WETLANDS.SITE SOILS - SITE SOILS ARE SHOWN ON THIS SHEET. THIS PROJECT IS NOT LOCATED IN A KARST AREA.© 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSCERTIFICATION111/09/202360% DD SET222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211/17/2023100% DD PROGRESS SET312/01/2023100% DD SET401/22/202460% CD PROGRESS SET\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-202 SWPPP.dwg 2/16/2024 KUECHLE, HALEY 501/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTIONC-205SWPPPC:\Users\hlorsung\Documents\Signatures\Himmerich-M.jpg725 STSTSTSTSTSTSTSTWVWVWVSTSTSTSTSTSTWVWVWVWVWVWVWVSTSTSTSTSTSTSTSTWVWVWVSTSTSTSTSTSTWVWVWVWVWVWVWVN89°11'30"W 945.71N00°16'25"E 204.99N89°11'30"W 429.02N00°16'25"E 414.31N2 5 ° 3 6 ' 5 3 " E 7.7 2S88°29'47"E 488.04N00°16'25"E 594.63 S88°48'17"E 516.74S88°06'20"E (PLAT)N00°58'22"E (PLAT) N00°16'25"E 204.99 232.20 362.43 528.97416.74S88°29'33"E (PLAT)S89°11'30"E 12.28416.74253.38 160.93 N89°11'30"W 36.33N88°29'33"W (PLAT)N00°16'25"E 204.99N00°58'22"E (PLAT)N89°11'30"W 36.33N88°29'33"W (PLAT)49.87505049.8786.2086.20864.98990.00N88°06'20"W (PLAT)S88°48'17"E 396.2376.24 OWNER: CITY OF CHANHASSENADDRESS: 7700 MARKET BLVDPID: 257740010OWNER: CITY OF CHANHASSENADDRESS: 7711 KERBER BLVDPID: 257740020OWNER: CITY OF CHANHASSENADDRESS: 7610 LAREDO DRPID: 250122100424.728.00N88°29'33"W (PLAT)N00°58'22"E (PLAT)S87°47'50"E (PLAT)N2 6 ° 1 8 ' 5 0 " E ( P L A T ) N00°58'22"E (PLAT)L=40.28R=26.00Δ=88°46'12"DRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITION W. LINELOT 1N. LINELOT 1E. LINELOT 1E. LINELOT 2S. LINELOT 1S. LINE LOT 2W. LINELOT 2N. LINELOT 2S. LINE N. 660.00 FEET SW 1/4 SW 1/4S. LINE N. 864.98 FEET SW 1/4 SW 1/4E. LINE SW 1/4 SW 1/4 W. LINE E. 424.72 FEET SW 1/4 SW 1/4S. LINE SW 1/4864.98 660.00 ROADWAY AND UTILITYEASEMENT PERDOC. NO. 1691678.00OWNER: AREA INVEST LLCADDRESS: 7730 LAREDO DRPID: 250122000OWNER: IND SCHOOL DIST 112ADDRESS: 7600 LAREDO DRPID: 250125200WVSSTX X X X XXXXXXXXXXXXX XPROPOSED CITY HALLFFE 982.5►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►IIII ►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►IIII I IIIICITY HALLFFE: 982.5PARK PAVILLIONFFE: 989►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►IIIIIIIIIIIIIIIIIIIII I I I I ►►© 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSCERTIFICATION111/09/202360% DD SET222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211/17/2023100% DD PROGRESS SET312/01/2023100% DD SET401/22/202460% CD PROGRESS SET\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-301 GRADING PLAN.dwg 2/16/2024 KUECHLE, HALEY 501/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTION 1.SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES.2.EXISTING SPOT ELEVATIONS AT MATCH POINTS ARE BASED ONPOINT TO POINT SURVEY DATA. CONTRACTOR IS RESPONSIBLEFOR VERIFYING CONNECTION POINTS PRIOR TO INSTALLATIONOF IMPROVEMENTS AND FOR MAKING NECESSARYADJUSTMENTS IN THE FIELD FOR CONSTRUCTABILITY AND TOENSURE SMOOTH TRANSITIONS TO FIELD CONDITIONS.CONTRACTOR SHALL NOTIFY ENGINEER IN WRITING OF ANYFIELD DISCREPANCIES. CONTRACTOR IS RESPONSIBLE FORREWORK OF ANY UNCOMMUNICATED DISCREPANCIES.3.CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER ANDENGINEER IN WRITING OF DISCREPANCIES OR CONFLICTS INTHE CONTRACT DOCUMENTS BEFORE COMMENCING WORK. NOFIELD CHANGES OR DEVIATIONS ARE TO BE MADE WITHOUTPRIOR WRITTEN APPROVAL FROM THE ENGINEER. FAILURE TONOTIFY OWNER AND ENGINEER OF AN IDENTIFIABLE CONFLICTBEFORE PROCEEDING WITH INSTALLATION RELIEVES OWNERAND ENGINEER OF ANY OBLIGATION TO PAY FOR A RELATEDCHANGE ORDER.NOTESLEGENDPROPERTY BOUNDARYLEGENDPROPOSED MINOR CONTOUR901PROPOSED MAJOR CONTOUR900GRADING LIMITSSURFACE GRADE & FLOW DIRECTIONEXISTING MINOR CONTOUREXISTING MAJOR CONTOUREXISTING STORM SEWEREXISTING STORM SEWER MANHOLEEXISTING STORM SEWER INLET►►►►STORM SEWERSTORM MANHOLESTORM CATCH BASINFLARED END SECTIONEXISTING SANITARY MANHOLEEXISTING SANITARY SEWEREXISTING WATERMAINEXISTING HYDRANTEXISTING WATER VALVEWVDYHDRAINTILE►►SANITARY SEWERIIWATERMAINSANITARY MANHOLECLEANOUTHYDRANTGATE VALVECURB STOPSURFACE SLOPE (H:V) & FLOW DIRECTIONSTORM CLEANOUT3.0:11.00%REDUCER( IN FEET )GRAPHIC SCALE01 inch = 40 ft.408040C-301OVERALL GRADINGPLANSEE SHEET C-303SEE SHEET C-304SEE SHEET C-302726 STSTSTSTSTSTSTSTWVSTSTSTSTSTSTSTSTSTSTSTSTSTSTWVSTSTSTSTSTSTN00°16'25"E 414.31N2 5 ° 3 6 ' 5 3 " E 7.7 2S88°29'47"E 488.04N00°16'25"E 594.63 S88°48'17"E 516.74S88°06'20"E (PLAT)232.20 362.43 S88°29'33"E (PLAT)S89°11'30"E 12.28253.38 160.93 N89°11'30"W 36.33N88°29'33"W (PLAT)86.2086.2076.24 OWNER: CITY OF CHANHASSENADDRESS: 7711 KERBER BLVDPID: 257740020N00°58'22"E (PLAT)S87°47'50"E (PLAT)N2 6 ° 1 8 ' 5 0 " E ( P L A T ) N00°58'22"E (PLAT)L=40.28R=26.00Δ=88°46'12"DRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITION E. LINELOT 2S. LINELOT 1S. LINE LOT 2W. LINELOT 2N. LINELOT 2W. LINE E. 424.72 FEET SW 1/4 SW 1/4S. LINE SW 1/4STXX X XXPROPOSED CITY HALLFFE 982.5XX►►►►►►►►►►►►►►►►►►►►►►►►RIM:75.86►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►IIIIIII I►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►IIIIIIII I I IIIIIIII975980985 990974976977978979981982983984986987988989985 990990 990986987988989 991991 991 9929929929 8 0 980 976976 977977 978 9 7 9 979 981 981 9 8 5990995 9959829 8 3 9849 8 6 9 8 7988989991992993994 981982982982982 982985990990982983984986987988989989989975980971972973974976977978979981 982 982 980975974976977 97897697797897 4 9709709759759759809809 8 0 9859909719719729729739739749749769769769779779 7 7 9789789789799799 7 9 9 8 1 98 2 983984986986986987988989991992992992 985981 9 8 2982 982983984986987988980979 98198097697797897998198 5 9 9 0 9 8 2 9 8 3 984 98 6 9 8 7 9 8 8 9 8 9 991 992 990990989989 989991990991992993994CITY HALLFFE: 982.5PARK PAVILLIONFFE: 989RIM:74.77►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►4. 8 % 4.3%1.6%3.3%1.7%1.8%7.6%3.4%???7.3%1.7%2.2%4.5%2.2%5.7%2.9%2.8 %1.1%2.4 %FG:82.50FG:82.50FG:82.50FG:82.50FG:82.45FG:73.88TW:81.40FG:82.50FG:82.50FG:82.50FG:82.50FG:82.50FG:82.50FG:82.50FG:82.50FG:82.50RIM:88.28FG:88.82FG:91.791.7% 13.2 % 2.5 % 3:1 2.3 % 1.8 % 4. 1 % 4.6% 3. 9 %1.5%1.8%1. 9 %8.8%4. 5 %3.0%2.3%2.9% 4.1%4.9% 4 . 9%3.2%4. 3 %2.8%0.5%1.7%1.8%3.0%1.5%0 . 8% 1. 2 % 1.7% 1.9% 4.1% 4. 0 %4.9%1. 5 % 4.7%4.7% 4.8% 1.9% 1.4% 4.0%7.9%FG:77.50BW:79.15BW:79.15FG:81.71FG:75.41FG:91.10FG:79.66PARK STAGEFFE:990.50FG:89.00FG:89.00FG:89.00FG:88.67FG:85.701.7%ME:80.70ME:80.92ME:81.09ME:81.49ME:81.51FG:75.48FG:75.31ME:75.70ME:78.00ME:79.51ME:73.00ME:73.49ME:72.75ME:73.75ME:88.32ME:89.77ME:92.23ME:92.41ME:83.50FG:81.58ME:81.49ME:81.11ME:81.510.9 %3.6%1.8%1.4%FG:81.46FG:81.56FG:81.41FG:82.01FG:81.76FG:81.69BW:80.60TW:80.60BW:80.26TW:80.26TW:82.42BW:79.30TW:80.42BW:79.60FG:82.42FG:80.42TW:82.50BW:79.50TW:81.11BW:74.46TW:74.53BW:75.48TW:82.40BW:77.23TW:82.28TW:82.36BW:80.71FG:77.1 7 ME:91.38ME:89.38TW:80.25TW:80.13TW:80.45FG:77.50FG:75.98FG:75.71FG:74.53FG:82.50BW:79.07BW:79.07TW:82.50FL:81.84FL:82.08FL:81.04FL:81.69FL:81.21FL:81.47FL:81.81FL:82.25FL:82.03FL:82.46FL:82.06FL:82.39FL:82.45FL:85.21FL:85.74FL:85.47FL:86.27FL:85.43FL:86.02FL:86.81FL:86.62FL:86.54FL:86.81FL:88.87FL:89.03FL:85.48FL:86.16FL:86.09FL:88.34FL:88.50FL:86.06FL:85.86FL:85.90FL:81.42FL:82.85FL:82.91FL:81.25FL:81.19FG:82.19FG:82.13FG:82.46FG:83.33FG:83.22FG:82.34FG:82.04FG:81.97FG:81.88FG:81.92FG:82.11FG:82.22FG:82.21FG:81.87FG:82.01FL:81.12FL:80.66FL:80.02FL:79.41FL:77.97FL:76.68FL:75.21FL:73.96FL:80.19FG:82.43FL:81.84TC:81.84TC:82.34FG:81.93TC:81.21TC:81.95FG:81.27FL:81.40FG:80.00FG:80.13FG:79.74FG:79.63FL:78.98FG:80.01FG:78.63FG:79.00FG:78.74FG:77.24FG:77.05FG:77.42FG:78.6 7 FG:77.0 2 FG:74.5 3 FG:78.9 5 FG:82.4 5 FG:89.00FG:89.00FG:89.00FG:89.00FG:89.00FG:88.83FG:88.76FG:88.89FG:85.89RIM:89.50FL:92.26FL:92.06FL:91.57RIM:91.16FL:91.45FL:91.69FL:91.72FL:91.77FL:91.66FL:91.87FL:91.95FL:90.80FL:89.54FL:91.86FL:92.10FL:79.85TC:80.35FG:80.54FG:80.442.6%►►►►►►►►►►►►IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I I I I I I I I I I IFL:78.87FL:78.98FL:78.23FL:78.40FL:78.22FL:78.15FL:78.01FL:77.96978FL:79.09FL:79.58FL:79.08FL:78.70FL:78.29FL:77.70FL:77.66FL:78.40RIM:79.47RIM:88.79RIM:82.84RIM:82.62RIM:80.71RIM:91.75RIM:80.83RIM:80.42RIM:81.23RIM:78.95RIM:74.35RIM:76.43RIM:76.74RIM:81.02RIM:81.10FG:81.69RIM:81.76RIM:82.04RIM:89.19RIM:80.39RIM:79.36RIM:74.48RIM:74.30RIM:86.02RIM:86.36RIM:82.13RIM:82.12RIM:74.379:1BW:71.00BW:71.00BW:71.00RIM:76.35FL:73.62FL:91.74FG:91.80FG:91.78►►►►►►►►►►►►►►FG:89.23FG:88.87FG:88.81FG:88.98FG:88.93FG:88.73FG:88.87FG:88.87FG:89.00FG:89.08RIM:89.00© 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSCERTIFICATION111/09/202360% DD SET222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211/17/2023100% DD PROGRESS SET312/01/2023100% DD SET401/22/202460% CD PROGRESS SET\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-301 GRADING PLAN.dwg 2/16/2024 KUECHLE, HALEY 501/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTION LEGEND1.SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES.2.EXISTING SPOT ELEVATIONS AT MATCH POINTS ARE BASED ONPOINT TO POINT SURVEY DATA. CONTRACTOR IS RESPONSIBLEFOR VERIFYING CONNECTION POINTS PRIOR TO INSTALLATIONOF IMPROVEMENTS AND FOR MAKING NECESSARYADJUSTMENTS IN THE FIELD FOR CONSTRUCTABILITY AND TOENSURE SMOOTH TRANSITIONS TO FIELD CONDITIONS.CONTRACTOR SHALL NOTIFY ENGINEER IN WRITING OF ANYFIELD DISCREPANCIES. CONTRACTOR IS RESPONSIBLE FORREWORK OF ANY UNCOMMUNICATED DISCREPANCIES.3.CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER ANDENGINEER IN WRITING OF DISCREPANCIES OR CONFLICTS INTHE CONTRACT DOCUMENTS BEFORE COMMENCING WORK. NOFIELD CHANGES OR DEVIATIONS ARE TO BE MADE WITHOUTPRIOR WRITTEN APPROVAL FROM THE ENGINEER. FAILURE TONOTIFY OWNER AND ENGINEER OF AN IDENTIFIABLE CONFLICTBEFORE PROCEEDING WITH INSTALLATION RELIEVES OWNERAND ENGINEER OF ANY OBLIGATION TO PAY FOR A RELATEDCHANGE ORDER.NOTESLEGENDPROPERTY BOUNDARYLEGENDPROPOSED MINOR CONTOUR901PROPOSED MAJOR CONTOUR900GRADING LIMITSSURFACE GRADE & FLOW DIRECTIONEXISTING MINOR CONTOUREXISTING MAJOR CONTOUREXISTING STORM SEWEREXISTING STORM SEWER MANHOLEEXISTING STORM SEWER INLET►►►►STORM SEWERSTORM MANHOLESTORM CATCH BASINFLARED END SECTIONEXISTING SANITARY MANHOLEEXISTING SANITARY SEWEREXISTING WATERMAINEXISTING HYDRANTEXISTING WATER VALVEWVDYHDRAINTILE►►SANITARY SEWERIIWATERMAINSANITARY MANHOLECLEANOUTHYDRANTGATE VALVECURB STOPSURFACE SLOPE (H:V) & FLOW DIRECTIONSTORM CLEANOUT3.0:11.00%REDUCER( IN FEET )GRAPHIC SCALE01 inch = 20 ft.204020C-302PHASE 1 GRADING PLANSEE SHEET C-304 SEE SHEET C-303727 STSTSTSTSTSTSTSTSTSTN89°11'30"W 945.71N00°16'25"E 414.31 N00°16'25"E 594.63 S88°48'17"E 516.74S88°06'20"E (PLAT)N00°58'22"E (PLAT) N00°16'25"E 204.99 232.20 362.43 528.97S88°29'33"E (PLAT)S89°11'30"E 12.28253.38 160.93 N89°11'30"W 36.33N88°29'33"W (PLAT)N00°16'25"E 204.99N00°58'22"E (PLAT)N89°11'30"W 36.33N88°29'33"W (PLAT)49.87505049.8786.20990.00OWNER: CITY OF CHANHASSENADDRESS: 7700 MARKET BLVDPID: 257740010OWNER: CITY OF CHANHASSENADDRESS: 7711 KERBER BLVDPID: 257740020N88°29'33"W (PLAT)N00°58'22"E (PLAT) N00°58'22"E (PLAT)DRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITION W. LINELOT 1N. LINELOT 1E. LINELOT 1E. LINELOT 2S. LINELOT 1N. LINELOT 2W. LINE E. 424.72 FEET SW 1/4 SW 1/4ST XXXXXXXXXXXXXX X XXPROPOSED CITY HALLFFE 982.5XX►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►IIIIIII I►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►IIIIIIII I I I I I IIIIIIII980985 990979981982983984986987988989985 990990 990 995995 986987988989 991991 991 991 992992992992993993994994 9 8 0 980 978 9 7 9 979 981 981 9759809859909749769779789799819829839849869879889899919 8 5990995 99599599599 5 9829 8 3 9849 8 6 9 8 7988989991992993994 9969969 9 6 981992993994985990990990995982983984986987988989989989991992993994975980971972973974976977978979981 982 982 980975976977 9789709709759759809809 8 0 9859909719719729729739739749749769769779779789789799799 8 1 98 2 983984986986986987988989991992992992 993985981 9 8 2982 982983984986987988980979 98198 5 9 9 0 9 8 2 9 8 3 984 98 6 9 8 7 9 8 8 9 8 9 991 992 9909959919929939949909 9 5 989989 989991992993994990991992CITY HALLFFE: 982.5PARK PAVILLIONFFE: 989►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►4. 8 % 4.3%1.6%3.3%3.4%7.3%1.7%2.2%4.5%2.2%5.7%2.9%1.8%4.1%6.3%1.1%2.4 %FG:82.50FG:82.50TW:81.40FG:82.50FG:82.50FG:82.50FG:82.50FG:82.50FG:82.50RIM:88.28FG:88.82FG:91.794.3% 1.8% 5.0% 1.7% 13.2 %1.7%2.5 % 3:1 2.3 % 1.8 % 4. 1 % 4.6% 3.9 %1.5%1.8%1. 9 %8.8%4. 5 %3.0%2.8%0.5%1.7%3.0%1.5%0 . 8% 1. 2 % 1.7% 1.9% 4.1% 4. 0 %4.9%1. 5 % 4.7%4.7% 4.8% 1.9% 1.4% 1.3% 4.0%7.9%BW:79.15BW:79.15FG:91.10FG:79.66PARK STAGEFFE:990.50FG:89.00FG:89.00FG:89.00FG:89.58FG:95.20FG:94.20FG:88.67FG:85.701. 7 %ME:95.14ME:91.56ME:91.12ME:95.92ME:96.61ME:95.63ME:95.24ME:94.86ME:96.66ME:80.70ME:80.92ME:81.09ME:81.49ME:81.51ME:78.00ME:79.51ME:88.32ME:89.77ME:92.23ME:92.41ME:96.99ME:97.21ME:95.35ME:95.25ME:83.50FG:81.58ME:81.49ME:81.11ME:81.510.9 %3.6%1.8%1.4%FG:81.46FG:81.56FG:81.41FG:82.01FG:81.76FG:81.69BW:80.60TW:80.60BW:80.26TW:80.26TW:82.42BW:79.30TW:80.42BW:79.60FG:82.42FG:80.42TW:82.50BW:79.50TW:81.11ME:91.38ME:89.38TW:80.25TW:80.13TW:80.45FG:82.50BW:79.07BW:79.07TW:82.50FL:81.84FL:82.08FL:81.04FL:81.69FL:81.21FL:81.47FL:81.81FL:82.25FL:82.03FL:82.46FL:82.06FL:82.39FL:82.45FL:85.21FL:85.74FL:85.47FL:86.27FL:85.43FL:86.02FL:86.81FL:86.62FL:86.54FL:86.81FL:88.87FL:89.03FL:85.48FL:86.16FL:86.09FL:88.34FL:88.50FL:86.06FL:85.86FL:85.90FL:81.42FL:82.85FL:82.91FL:81.25FL:81.19FG:82.19FG:82.13FG:82.46FG:83.33FG:83.22FG:82.34FG:82.04FG:81.97FG:81.88FG:81.92FG:82.11FG:82.22FG:82.21FL:81.12FL:80.66FL:80.02FL:79.41FL:80.19FG:82.43FL:81.84TC:81.84TC:82.34FG:81.93TC:81.21TC:81.95FG:81.27FL:81.40FG:80.00FG:80.13FG:79.74FG:79.63FL:78.98FG:80.01FG:89.00FG:89.00FG:89.00FG:89.00FG:89.00FG:88.83FG:89.45FG:89.40FG:89.13FG:88.76FG:89.54FG:89.41FG:88.89FG:85.89FG:93.05FG:93.02RIM:92.88RIM:89.30RIM:89.50FL:93.58FL:93.17FL:92.89FL:93.59FL:92.26FL:92.06FL:91.57RIM:91.16FL:91.45FL:91.69FL:91.72FL:91.77FL:91.66FL:91.87FL:91.95FL:90.80FL:89.54FL:91.86FL:92.10FL:79.85TC:80.35FG:80.54FG:80.442.6%►►►►►►►►►►►►IIIIIIIIII I I I I I I I I I I IFL:78.87FL:78.98FL:78.23FL:78.40FL:78.22FL:78.15FL:78.01FL:77.96978FL:79.09FL:79.58FL:79.08FL:78.70FL:78.29FL:77.70FL:77.66FL:78.40RIM:79.47RIM:88.79RIM:82.84RIM:82.62RIM:80.71RIM:91.75RIM:80.83RIM:80.42RIM:81.23RIM:78.95RIM:81.02RIM:81.10FG:81.69RIM:81.76RIM:82.04RIM:89.19RIM:80.39RIM:86.02RIM:86.36RIM:82.13RIM:82.12RIM:93.51RIM:93.439:1BW:71.00BW:71.00BW:71.00FG:94.45FG:95.45FG:95.45FG:94.14FG:94.61FG:94.90FG:93.60FG:94.95FL:91.74FG:91.80FG:91.78FG:94.45FG:94.45FG:94.32►►►►►►►►►►►►►►FG:89.23FG:88.87FG:88.81FG:88.98FG:88.93FG:88.73FG:88.87FG:89.26FG:89.21FG:88.87FG:89.00FG:89.08RIM:89.00© 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSCERTIFICATION111/09/202360% DD SET222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211/17/2023100% DD PROGRESS SET312/01/2023100% DD SET401/22/202460% CD PROGRESS SET\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-301 GRADING PLAN.dwg 2/16/2024 KUECHLE, HALEY 501/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTION LEGEND1.SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES.2.EXISTING SPOT ELEVATIONS AT MATCH POINTS ARE BASED ONPOINT TO POINT SURVEY DATA. CONTRACTOR IS RESPONSIBLEFOR VERIFYING CONNECTION POINTS PRIOR TO INSTALLATIONOF IMPROVEMENTS AND FOR MAKING NECESSARYADJUSTMENTS IN THE FIELD FOR CONSTRUCTABILITY AND TOENSURE SMOOTH TRANSITIONS TO FIELD CONDITIONS.CONTRACTOR SHALL NOTIFY ENGINEER IN WRITING OF ANYFIELD DISCREPANCIES. CONTRACTOR IS RESPONSIBLE FORREWORK OF ANY UNCOMMUNICATED DISCREPANCIES.3.CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER ANDENGINEER IN WRITING OF DISCREPANCIES OR CONFLICTS INTHE CONTRACT DOCUMENTS BEFORE COMMENCING WORK. NOFIELD CHANGES OR DEVIATIONS ARE TO BE MADE WITHOUTPRIOR WRITTEN APPROVAL FROM THE ENGINEER. FAILURE TONOTIFY OWNER AND ENGINEER OF AN IDENTIFIABLE CONFLICTBEFORE PROCEEDING WITH INSTALLATION RELIEVES OWNERAND ENGINEER OF ANY OBLIGATION TO PAY FOR A RELATEDCHANGE ORDER.NOTESLEGENDPROPERTY BOUNDARYLEGENDPROPOSED MINOR CONTOUR901PROPOSED MAJOR CONTOUR900GRADING LIMITSSURFACE GRADE & FLOW DIRECTIONEXISTING MINOR CONTOUREXISTING MAJOR CONTOUREXISTING STORM SEWEREXISTING STORM SEWER MANHOLEEXISTING STORM SEWER INLET►►►►STORM SEWERSTORM MANHOLESTORM CATCH BASINFLARED END SECTIONEXISTING SANITARY MANHOLEEXISTING SANITARY SEWEREXISTING WATERMAINEXISTING HYDRANTEXISTING WATER VALVEWVDYHDRAINTILE►►SANITARY SEWERIIWATERMAINSANITARY MANHOLECLEANOUTHYDRANTGATE VALVECURB STOPSURFACE SLOPE (H:V) & FLOW DIRECTIONSTORM CLEANOUT3.0:11.00%REDUCER( IN FEET )GRAPHIC SCALE01 inch = 20 ft.204020C-303PHASE 2 NORTHWESTGRADING PLANSEE SHEET C-302SEE SHEET C-304 728 WVWVWVWVWVWVWVWVWVWVWVWVWVWVN89°11'30"W 945.71N00°16'25"E 204.99N89°11'30"W 429.02N00°16'25"E 414.31 N00°58'22"E (PLAT)N00°16'25"E 204.99 416.74S88°29'33"E (PLAT)S89°11'30"E 12.28416.74253.38 160.93 990.00OWNER: CITY OF CHANHASSENADDRESS: 7610 LAREDO DRPID: 250122100424.728.00N88°29'33"W (PLAT)N00°58'22"E (PLAT)DRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONE. LINELOT 1E. LINELOT 2S. LINE N. 660.00 FEET SW 1/4 SW 1/4S. LINE N. 864.98 FEET SW 1/4 SW 1/4E. LINE SW 1/4 SW 1/4 W. LINE E. 424.72 FEET SW 1/4 SW 1/4 864.98 8.00OWNER: AREA INVEST LLCADDRESS: 7730 LAREDO DRPID: 250122000ADDRESS: 7600 LAREDO DRPID: 250125200X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXPROPOSED CITY HALLFFE 982.5XX►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►I I ►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►IIIII I I I I I I980985 985990990979981982983983984984986986987987988988989989 991991990 9 9 5 987988 9 8 9 991 992 993 99 4996 996997997997997997997 990 99 5 987 987988989 991 992 9 9 3 9 9 4 980979 981 985990990981982982982982982983984986987988989991 991975980971972973974976977978979981982 970970975975980980980 985990995995995971971972972973973974974976976977977978978979979981982983984986986986987988989991992992992993994 996996 995994996985981 982982 982983984986987988990995991992993994 995996 997997995 994990991992993994CITY HALLFFE: 982.5►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►4.8%4.3%1.6%3.3%1.8%4.1% 2.8 %2.0%2.4%FG:82.50FG:82.50TW:81.40FG:82.50FG:82.50FG:82.50FG:82.50FG:82.50FG:82.505.0%1.7%13.2%1.7%2.5%3:12.3%1.8%4.1%4.6%3.9%1.5%1.8%1.9%8.8%4.5%3.0%2.8%3.0%1.5%0.8%1.0%1.0%1.0%1.0%1.5%3 . 2%3.3% 1.2 % 1.8% 2. 5 % 4.0%7.9%BW:79.15BW:79.15FG:94.20ME:95.63ME:95.24ME:90.52ME:90.46ME:95.91ME:94.86ME:95.25ME:93.36ME:95.32FL:95.90FL:96.08ME:88.32ME:89.77ME:95.35ME:95.25ME:95.43ME:95.35ME:83.50BW:80.60TW:80.60BW:80.26TW:80.26TW:82.42BW:79.30TW:80.42BW:79.60FG:82.42FG:80.42TW:82.50BW:79.50TW:81.11ME:91.38ME:89.38TW:80.25TW:80.13TW:80.45FG:82.50BW:79.07BW:79.07TW:82.50FL:81.84FL:82.08FL:81.04FL:81.69FL:81.21FL:81.47FL:81.81FL:82.25FL:82.03FL:82.46FL:82.06FL:82.39FL:82.45FL:85.21FL:85.74FL:85.47FL:86.27FL:85.43FL:86.02FL:86.81FL:86.62FL:86.54FL:86.81FL:88.87FL:89.03FL:85.48FL:86.16FL:86.09FL:88.34FL:88.50FL:86.06FL:85.86FL:85.90FL:81.42FL:82.85FL:82.91FL:81.25FL:81.19FG:82.46FG:82.22FL:81.12FL:80.66FL:80.02FL:79.41FL:80.19FG:82.43FL:81.84TC:81.84TC:82.34FG:81.93TC:81.21TC:81.95FG:81.27FL:81.40FG:80.00FG:80.13FG:79.74FG:79.63FL:78.98FG:80.01FG:89.54FG:89.41FG:88.89FG:85.89FG:93.05FG:93.02RIM:92.88RIM:89.30RIM:89.50FL:93.58FL:93.17FL:92.89FL:93.59FL:93.65FL:92.26FL:92.06FL:91.57RIM:91.16FL:91.45FL:91.69FL:91.72FL:91.77FL:93.06FL:93.35FL:93.76FL:91.66FL:91.87FL:91.95FL:90.80FL:89.54FL:91.42FL:91.86FL:92.10FG:93.44FL:93.72FL:93.66FL:93.62FL:93.60FL:94.57FG:93.44FG:93.44FG:93.44FL:79.85TC:80.35FG:80.54FG:80.442.6%►►RIM:91.75RIM:80.83RIM:80.42RIM:81.23RIM:78.95RIM:81.10FG:81.69RIM:81.76RIM:86.02RIM:82.12RIM:95.49RIM:93.51RIM:93.439:1BW:71.00BW:71.00BW:71.00FG:94.45FG:95.45FG:95.45FG:94.14FG:94.61FG:94.90FG:93.60FG:94.95FL:91.74FG:91.80FG:91.78FG:94.45FG:95.28FG:95.28FG:95.28FG:94.45FG:94.32FG:94.86FG:94.86FL:93.24ME:95.39FG:88.98FG:88.93© 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSCERTIFICATION111/09/202360% DD SET222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211/17/2023100% DD PROGRESS SET312/01/2023100% DD SET401/22/202460% CD PROGRESS SET\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-301 GRADING PLAN.dwg 2/16/2024 KUECHLE, HALEY 501/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTION LEGEND1.SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES.2.EXISTING SPOT ELEVATIONS AT MATCH POINTS ARE BASED ONPOINT TO POINT SURVEY DATA. CONTRACTOR IS RESPONSIBLEFOR VERIFYING CONNECTION POINTS PRIOR TO INSTALLATIONOF IMPROVEMENTS AND FOR MAKING NECESSARYADJUSTMENTS IN THE FIELD FOR CONSTRUCTABILITY AND TOENSURE SMOOTH TRANSITIONS TO FIELD CONDITIONS.CONTRACTOR SHALL NOTIFY ENGINEER IN WRITING OF ANYFIELD DISCREPANCIES. CONTRACTOR IS RESPONSIBLE FORREWORK OF ANY UNCOMMUNICATED DISCREPANCIES.3.CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER ANDENGINEER IN WRITING OF DISCREPANCIES OR CONFLICTS INTHE CONTRACT DOCUMENTS BEFORE COMMENCING WORK. NOFIELD CHANGES OR DEVIATIONS ARE TO BE MADE WITHOUTPRIOR WRITTEN APPROVAL FROM THE ENGINEER. FAILURE TONOTIFY OWNER AND ENGINEER OF AN IDENTIFIABLE CONFLICTBEFORE PROCEEDING WITH INSTALLATION RELIEVES OWNERAND ENGINEER OF ANY OBLIGATION TO PAY FOR A RELATEDCHANGE ORDER.NOTESLEGENDPROPERTY BOUNDARYLEGENDPROPOSED MINOR CONTOUR901PROPOSED MAJOR CONTOUR900GRADING LIMITSSURFACE GRADE & FLOW DIRECTIONEXISTING MINOR CONTOUREXISTING MAJOR CONTOUREXISTING STORM SEWEREXISTING STORM SEWER MANHOLEEXISTING STORM SEWER INLET►►►►STORM SEWERSTORM MANHOLESTORM CATCH BASINFLARED END SECTIONEXISTING SANITARY MANHOLEEXISTING SANITARY SEWEREXISTING WATERMAINEXISTING HYDRANTEXISTING WATER VALVEWVDYHDRAINTILE►►SANITARY SEWERIIWATERMAINSANITARY MANHOLECLEANOUTHYDRANTGATE VALVECURB STOPSURFACE SLOPE (H:V) & FLOW DIRECTIONSTORM CLEANOUT3.0:11.00%REDUCER( IN FEET )GRAPHIC SCALE01 inch = 20 ft.204020C-304PHASE 2 NORTHEASTGRADING PLANSEE SHEET C-303729 BITUMINOUS SURFACEBITUMINOUS SURFACE BITUMINOUS SURFACEBITUMINOUS SURFACE EXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGBITUMINOUS SURFACEBITUMINOUS SURFACE BITUMINOUS SURFACE BITUMINOUS SURFACEBITUMINOUS SURFACECONCRETE SURFACESTSTSTSTSTSTSTSTWVWVWVSTSTSTSTSTSTWVWVWVWVWVWVWVSTSTSTSTSTSTSTSTWVWVWVSTSTSTSTSTSTWVWVWVWVWVWVWV864.98 WVSSTX X X X XXXXXXXXXXXXX XPROPOSED CITY HALLFFE 982.5►►►►►►►►►►►►►►►►IIII►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►III►►►►►►►►►►►►►►►►►►►►►►►►►►I I IIII►►►►►►►►►►►►►►►►0+001+00 2+003+004+005+006+006+74 ►►►►►►IIIIIIIIIII0+001+002+003 + 0 0 3+160 + 0 0 1+00 2+00 3+00 4+00 4+31►►►►IIIIIIIIII I I I I ►►© 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSCERTIFICATION111/09/202360% DD SET222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211/17/2023100% DD PROGRESS SET312/01/2023100% DD SET401/22/202460% CD PROGRESS SET\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-401 UTILITY PLAN.dwg 2/16/2024 KUECHLE, HALEY 501/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTION 1.SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES.2.CONTRACTOR SHALL VERIFY LOCATION, SIZE, INVERT, ANDMATERIAL OF ALL UTILITY CONNECTIONS TO UTILITY MAINS.3.WATERMAIN WILL BE INSTALLED IN STRICT ACCORDANCE WITHTHE MOST CURRENT EDITION OF THE CITY ENGINEERSASSOCIATION OF MINNESOTA (CEAM) SPECIFICATIONS.NOTESLEGENDPROPERTY BOUNDARYLEGENDEXISTING MINOR CONTOUREXISTING MAJOR CONTOUREXISTING SANITARY MANHOLEEXISTING STORM SEWER MANHOLEEXISTING STORM SEWER INLETEXISTING HYDRANTEXISTING WATER VALVEWVDYHEXISTING STORM SEWEREXISTING SANITARY SEWEREXISTING WATERMAIN►►►►STORM SEWERDRAINTILE►►SANITARY SEWERIIWATERMAINWWWATER SERVICESTORM MANHOLESTORM CATCH BASINSANITARY MANHOLECLEANOUTHYDRANTGATE VALVEFLARED END SECTIONCURB STOPPROPOSED MINOR CONTOUR901PROPOSED MAJOR CONTOUR900GRADING LIMITSSTORM CLEANOUTFIRE DEPARTMENT CONNECTIONREDUCER( IN FEET )GRAPHIC SCALE01 inch = 40 ft.408040C-401OVERALL UTILITY PLANSEE SHEET C-403SEE SHEET C-404SEE SHEET C-402730 EXISTINGBUILDINGBITUMINOUS SURFACEBITUMINOUS SURFACE BITUMINOUS SURFACEBITUMINOUS SURFACECONCRETE SURFACESTSTSTSTSTSTSTSTWVSTSTSTSTSTSTSTSTSTSTSTSTSTSTWVSTSTSTSTSTSTSTXX X XXPROPOSED CITY HALLFFE 982.5XX►►►►►►►►►►►►►►►►►►►►►►►►►►►6" 45° BEND►►►►►►►►►►►IIIIIII I1.5" CORPORATION6"X4" TEE1" TAP AND CORP. STOP►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►IIIIIII4" GV6" GV8"X4" TEE8"X6" TEE8"X6" TEE8"X6" TEE8" GV8"X6" REDUCER9809809859859909 9 0 9 9 5 9 9 5 976976 977977 97 8 9799819 8 1 9829 8 2 9839839849849869869879 8 79889 8 89899 8 9 9919919919 9 19929929929 9 3 9 9 4975975 9 7 5 975980 985990974974 974974 9 7 4974 974 976 976 9 7 6976 976 976 976 976 9769779 7 8 97 9 98 1 98 2 9839849869 8 7 9 8 8 989975973 973974 9769779789799759809859909 9 0 990971972973974976977978979981982983983983984986986986987988989991980976977978979 981 9829859909909819 8 2 983984986987988989989980 979 985990 984986987988989991 992978976977►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►I I I IIIIIIII6" GV6" 45° BEND4" GV8" 45° BEND8" 45° BENDCURB STOP AND BOXSAN MH 4RIM=982.046" INV IN=972.11 (NW)6" INV OUT=972.01 (S)SAN MH 7RIM=974.778" INV IN=962.54 (N)8" INV OUT=962.44 (W)SAN MH 8CONNECT TO EXISTING SANITARYPIPE WITH DOGHOUSE MANHOLE ORSIMILAR PER CITY STANDARDSRIM=974.48PR. 8" INV IN=961.95 (E)EX. 8" INV OUT=960.96 (S)EX SAN MH 11RIM=974.308" INV IN=960.50 (N)DOMESTIC WATER SERVICEVERIFY LOCATION, SIZE, MATERIALAND INVERT WITH MEP PLANSFIRE PROTECTION WATER SERVICEVERIFY LOCATION, SIZE, MATERIALAND INVERT WITH MEP PLANSSPLASH PAD WATER SERVICEVERIFY LOCATION, SIZE, MATERIALAND INVERT WITH MEP PLANSDOMESTIC WATER SERVICEVERIFY LOCATION, SIZE, MATERIALAND INVERT WITH MEP PLANSFIRE PROTECTION WATER SERVICEVERIFY LOCATION, SIZE, MATERIALAND INVERT WITH MEP PLANS18" GATE VALVE6" PVC4" PVC1" PEX8" PVC4" PVC6" PVC6" PVC4" PVC6" PVC8" PVC8" PVC8" PVC6" PVC 94 LF OF 8" PVC @ 0.40%116 LF OF 6" PVC @ 1.00%123 LF OF 8" PVC @ 0.40%71 LF OF 6" PVC @ 1.00%72 LF OF 8" PVC @ 2.00%CONNECT TO EXISTING WATERMAINVERIFY INVERT, MATERIAL, ANDLOCATION IN THE FIELD8" P V CCONNECT TO EXISTING SANITARY MANHOLERIM=980.396" INV IN=971.30 (N)8" INV OUT=971.20 (S)SANITARY BLDG CONN 2VERIFY INVERT, LOCATION, ANDMATERIAL WITH MEP PLANS6" INV OUT=974.51 (S)SANITARY BLDG CONN 1VERIFY INVERT, LOCATION, ANDMATERIAL WITH MEP PLANS114 LF OF 6" PVC @ 1.00%SAN MH 5SEE DETAIL 2104/C-805RIM=979.368" INV IN=970.89 (N)8" INV IN=963.02 (E)8" INV OUT=962.92 (S)►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►18"X8" TEE0+001+00 2+003+004+005+006+006+74 ►►►►►►►►►►►►►►►►IIIIIIIIIIIIIIIIIIIIIIII0+001+002+003 + 0 0 3+160 + 0 0 1+00 2+00 3+00 4+00 4+31►►►►►►►►►►►►IIIIIIIIIIIIIIIIIII I I I I I I I I I ISAN MH 3RIM=980.186" INV IN=973.35 (N)6" INV OUT=973.25 (SE)ICURB STOP AND BOX1.5" COPPER1.5" COPPER 6" GV6" PVC6" HYDRANT8" PVC6" PVC8" PVC8" 45° BEND8" 45° BEND8" PVC8" PVC8" PVC8" PVC8" 45° BEND8" PVC18" GATE VALVE18" PVC18" 45° BEND18" PVC18" PVC18" GV18" PVC18" 45° BEND18" PVC18" 45° BEND18" PVC18" 45° BEND18" PVC1235498761011►►►►►►►►►►►►►►© 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSCERTIFICATION111/09/202360% DD SET222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211/17/2023100% DD PROGRESS SET312/01/2023100% DD SET401/22/202460% CD PROGRESS SET\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-401 UTILITY PLAN.dwg 2/16/2024 KUECHLE, HALEY 501/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTION 1.SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES.2.CONTRACTOR SHALL VERIFY LOCATION, SIZE, INVERT, ANDMATERIAL OF ALL UTILITY CONNECTIONS TO UTILITY MAINS.3.WATERMAIN WILL BE INSTALLED IN STRICT ACCORDANCE WITHTHE MOST CURRENT EDITION OF THE CITY ENGINEERSASSOCIATION OF MINNESOTA (CEAM) SPECIFICATIONS.NOTESLEGENDPROPERTY BOUNDARYLEGENDEXISTING MINOR CONTOUREXISTING MAJOR CONTOUREXISTING SANITARY MANHOLEEXISTING STORM SEWER MANHOLEEXISTING STORM SEWER INLETEXISTING HYDRANTEXISTING WATER VALVEWVDYHEXISTING STORM SEWEREXISTING SANITARY SEWEREXISTING WATERMAIN►►►►STORM SEWERDRAINTILE►►SANITARY SEWERIIWATERMAINWWWATER SERVICESTORM MANHOLESTORM CATCH BASINSANITARY MANHOLECLEANOUTHYDRANTGATE VALVEFLARED END SECTIONCURB STOPPROPOSED MINOR CONTOUR901PROPOSED MAJOR CONTOUR900GRADING LIMITSSTORM CLEANOUTFIRE DEPARTMENT CONNECTIONREDUCERLEGEND( IN FEET )GRAPHIC SCALE01 inch = 20 ft.204020C-402PHASE 1 UTILITY PLANSEE SHEET C-404 SEE SHEET C-403731 BITUMINOUS SURFACE BITUMINOUS SURFACE BITUMINOUS SURFACECONCRETE SURFACESTSTSTSTSTSTSTSTSTSTSTXXXXXXXXXXXXXX X XXPROPOSED CITY HALLFFE 982.5XX►►►►►►►►►►6" 45° BEND►►►►►IIIIIII I1.5" CORPORATION6"X4" TEE1" TAP AND CORP. STOP►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►IIIIIII4" GV6" GV8"X4" TEE8"X6" TEE8"X6" TEE8"X6" TEE8" GV8"X6" REDUCER9809809859859909909959959 9 5 99597 8 9799819 8 1 9829 8 2 9839839849849869869879879889 8 8989989 9919919919919929929929 9 2 9939 9 3 9949 9 4 996996 997997975980985990974976977978979981982983984986987988989991980 98599097 9 98 1 98 2 9839849869 8 7 9 8 8 9899759809859909 9 0 9909719729739749769779789799819829839839839849869869869879889899919929929929939 9 49829859909909819 8 2 983984986987988989989980 979 985990 984986987988989991 992993994994994992►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►I I I I I I IIIIIIII6" GV6" 45° BEND4" GV8" 45° BEND8" 45° BENDCURB STOP AND BOXSAN MH 4RIM=982.046" INV IN=972.11 (NW)6" INV OUT=972.01 (S)DOMESTIC WATER SERVICEVERIFY LOCATION, SIZE, MATERIALAND INVERT WITH MEP PLANSFIRE PROTECTION WATER SERVICEVERIFY LOCATION, SIZE, MATERIALAND INVERT WITH MEP PLANSSPLASH PAD WATER SERVICEVERIFY LOCATION, SIZE, MATERIALAND INVERT WITH MEP PLANSDOMESTIC WATER SERVICEVERIFY LOCATION, SIZE, MATERIALAND INVERT WITH MEP PLANSFIRE PROTECTION WATER SERVICEVERIFY LOCATION, SIZE, MATERIALAND INVERT WITH MEP PLANSWATER BUBBLER WATER SERVICE CONN.VERIFY LOCATION, SIZE, MATERIALAND INVERT WITH MEP PLANS6" PVC4" PVC1" PEX8" PVC4" PVC6" PVC6" PVC4" PVC6" PVC8" PVC8" PVC8" PVC6" PVC116 LF OF 6" PVC @ 1.00% 71 LF OF 6" PVC @ 1.00%CONNECT TO EXISTING WATERMAINVERIFY INVERT, MATERIAL, ANDLOCATION IN THE FIELD8" P V CCONNECT TO EXISTING SANITARY MANHOLERIM=980.396" INV IN=971.30 (N)8" INV OUT=971.20 (S)SANITARY BLDG CONN 2VERIFY INVERT, LOCATION, ANDMATERIAL WITH MEP PLANS6" INV OUT=974.51 (S)114 LF OF 6" PVC @ 1.00%SAN MH 5►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►0+001+00 2+003+00 ►►►►►►►►►►►►►►►►►2+00 3+00 4+00 4+31►►►►►►►►►►►►1" PEXIIIIIIIIII I I I I I I I I I ISAN MH 3RIM=980.186" INV IN=973.35 (N)6" INV OUT=973.25 (SE)ICURB STOP AND BOX1.5" COPPER1.5" COPPER 6" GV6" PVC6" HYDRANT8" PVC6" PVC8" PVC8" 45° BEND8" 45° BEND8" PVC8" PVC8" PVC8" PVC5498761011►►►►►►►►►►►►►►© 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSCERTIFICATION111/09/202360% DD SET222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211/17/2023100% DD PROGRESS SET312/01/2023100% DD SET401/22/202460% CD PROGRESS SET\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-401 UTILITY PLAN.dwg 2/16/2024 KUECHLE, HALEY 501/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTION 1.SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES.2.CONTRACTOR SHALL VERIFY LOCATION, SIZE, INVERT, ANDMATERIAL OF ALL UTILITY CONNECTIONS TO UTILITY MAINS.3.WATERMAIN WILL BE INSTALLED IN STRICT ACCORDANCE WITHTHE MOST CURRENT EDITION OF THE CITY ENGINEERSASSOCIATION OF MINNESOTA (CEAM) SPECIFICATIONS.NOTESLEGENDPROPERTY BOUNDARYLEGENDEXISTING MINOR CONTOUREXISTING MAJOR CONTOUREXISTING SANITARY MANHOLEEXISTING STORM SEWER MANHOLEEXISTING STORM SEWER INLETEXISTING HYDRANTEXISTING WATER VALVEWVDYHEXISTING STORM SEWEREXISTING SANITARY SEWEREXISTING WATERMAIN►►►►STORM SEWERDRAINTILE►►SANITARY SEWERIIWATERMAINWWWATER SERVICESTORM MANHOLESTORM CATCH BASINSANITARY MANHOLECLEANOUTHYDRANTGATE VALVEFLARED END SECTIONCURB STOPPROPOSED MINOR CONTOUR901PROPOSED MAJOR CONTOUR900GRADING LIMITSSTORM CLEANOUTFIRE DEPARTMENT CONNECTIONREDUCERLEGEND( IN FEET )GRAPHIC SCALE01 inch = 20 ft.204020C-403PHASE 2 NORTHWESTUTILITY PLANSEE SHEET C-402SEE SHEET C-404 732 BITUMINOUS SURFACEBITUMINOUS SURFACE BITUMINOUS SURFACEBITUMINOUS SURFACE EXISTINGBUILDINGEXISTINGBUILDINGBITUMINOUS SURFACE WVWVWVWVWVWVWVWVWVWVWVWVWVWVX X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXPROPOSED CITY HALLFFE 982.5XXI I1" TAP AND CORP. STOP►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►IIII8"X6" TEE8" GV8"X6" REDUCER980979981 982 990 990 99 5 9 9 5 987 988 989 991 991 99 2 992 9 9 3 993 9 9 4 99 49969 9 6997997997997997997 98 59839 8 4 98 6 98798 8 98 9 980 985990990979 981 982 983984986987 987 988 9889899899 9 1 991991991975980985 990990 990971972973974976977978979981982983983983984986986986987988989991992992992993994 995992993994994994 9 9 7 994 ►►►►►►►►►►►►►►►►►►►►►►I I I I I I I8" 45° BEND8" 45° BENDCURB STOP AND BOXDOMESTIC WATER SERVICEVERIFY LOCATION, SIZE, MATERIALAND INVERT WITH MEP PLANSFIRE PROTECTION WATER SERVICEVERIFY LOCATION, SIZE, MATERIALAND INVERT WITH MEP PLANSWATER BUBBLER WATER SERVICE CONN.VERIFY LOCATION, SIZE, MATERIALAND INVERT WITH MEP PLANS1" PEX4" PVC6" PVC6" PVC8" PVC8" PVC8" PVCCONNECT TO EXISTING WATERMAINVERIFY INVERT, MATERIAL, ANDLOCATION IN THE FIELD►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►4+00 4+31►►1" PEX6" GV6" PVC6" HYDRANT8" 45° BEND8" PVC5611© 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSCERTIFICATION111/09/202360% DD SET222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211/17/2023100% DD PROGRESS SET312/01/2023100% DD SET401/22/202460% CD PROGRESS SET\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-401 UTILITY PLAN.dwg 2/16/2024 KUECHLE, HALEY 501/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTION 1.SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES.2.CONTRACTOR SHALL VERIFY LOCATION, SIZE, INVERT, ANDMATERIAL OF ALL UTILITY CONNECTIONS TO UTILITY MAINS.3.WATERMAIN WILL BE INSTALLED IN STRICT ACCORDANCE WITHTHE MOST CURRENT EDITION OF THE CITY ENGINEERSASSOCIATION OF MINNESOTA (CEAM) SPECIFICATIONS.NOTESLEGENDPROPERTY BOUNDARYLEGENDEXISTING MINOR CONTOUREXISTING MAJOR CONTOUREXISTING SANITARY MANHOLEEXISTING STORM SEWER MANHOLEEXISTING STORM SEWER INLETEXISTING HYDRANTEXISTING WATER VALVEWVDYHEXISTING STORM SEWEREXISTING SANITARY SEWEREXISTING WATERMAIN►►►►STORM SEWERDRAINTILE►►SANITARY SEWERIIWATERMAINWWWATER SERVICESTORM MANHOLESTORM CATCH BASINSANITARY MANHOLECLEANOUTHYDRANTGATE VALVEFLARED END SECTIONCURB STOPPROPOSED MINOR CONTOUR901PROPOSED MAJOR CONTOUR900GRADING LIMITSSTORM CLEANOUTFIRE DEPARTMENT CONNECTIONREDUCERLEGEND( IN FEET )GRAPHIC SCALE01 inch = 20 ft.204020C-404PHASE 2 NORTHEASTUTILITY PLANSEE SHEET C-403733 BITUMINOUS SURFACEBITUMINOUS SURFACE BITUMINOUS SURFACEBITUMINOUS SURFACE EXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGBITUMINOUS SURFACEBITUMINOUS SURFACE BITUMINOUS SURFACE BITUMINOUS SURFACEBITUMINOUS SURFACECONCRETE SURFACESTSTSTSTSTSTSTSTWVWVWVSTSTSTSTSTSTWVWVWVWVWVWVWVSTSTSTSTSTSTSTSTWVWVWVSTSTSTSTSTSTWVWVWVWVWVWVWVN89°11'30"W 945.71N00°16'25"E 204.99N89°11'30"W 429.02N00°16'25"E 414.31N2 5 ° 3 6 ' 5 3 " E 7.7 2S88°29'47"E 488.04N00°16'25"E 594.63 S88°48'17"E 516.74S88°06'20"E (PLAT)N00°58'22"E (PLAT) N00°16'25"E 204.99 232.20 362.43 528.97416.74S88°29'33"E (PLAT)S89°11'30"E 12.28416.74253.38 160.93 N89°11'30"W 36.33N88°29'33"W (PLAT)N00°16'25"E 204.99N00°58'22"E (PLAT)N89°11'30"W 36.33N88°29'33"W (PLAT)49.87505049.8786.2086.20864.98990.00N88°06'20"W (PLAT)S88°48'17"E 396.2376.24 OWNER: CITY OF CHANHASSENADDRESS: 7700 MARKET BLVDPID: 257740010OWNER: CITY OF CHANHASSENADDRESS: 7711 KERBER BLVDPID: 257740020OWNER: CITY OF CHANHASSENADDRESS: 7610 LAREDO DRPID: 250122100424.728.00N88°29'33"W (PLAT)N00°58'22"E (PLAT)S87°47'50"E (PLAT)N2 6 ° 1 8 ' 5 0 " E ( P L A T ) N00°58'22"E (PLAT)L=40.28R=26.00Δ=88°46'12"DRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITION W. LINELOT 1N. LINELOT 1E. LINELOT 1E. LINELOT 2S. LINELOT 1S. LINE LOT 2W. LINELOT 2N. LINELOT 2S. LINE N. 660.00 FEET SW 1/4 SW 1/4S. LINE N. 864.98 FEET SW 1/4 SW 1/4E. LINE SW 1/4 SW 1/4 W. LINE E. 424.72 FEET SW 1/4 SW 1/4S. LINE SW 1/4864.98 660.00 ROADWAY AND UTILITYEASEMENT PERDOC. NO. 1691678.00OWNER: AREA INVEST LLCADDRESS: 7730 LAREDO DRPID: 250122000OWNER: IND SCHOOL DIST 112ADDRESS: 7600 LAREDO DRPID: 250125200WVSSTX X X X XXXXXXXXXXXXX XPROPOSED CITY HALLFFE 982.5►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►IIIIIII I I IIII►►►►►►►►►►►►►►►►►►►►►►►►►►►►IIIIIIIIIII0+001+00 2+00 2+95 0+00 1+001+250+001+002+00 2+65 0 + 0 0 1+002+00 2+44 ►►►►IIII►►►►►►►►►►►►►►►►►►►►►►►►►IIIIII I I I I ►►© 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSCERTIFICATION111/09/202360% DD SET222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211/17/2023100% DD PROGRESS SET312/01/2023100% DD SET401/22/202460% CD PROGRESS SET\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-501 STORM SEWER PLAN.dwg 2/16/2024 KUECHLE, HALEY 501/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTION 1.SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES.NOTESLEGENDPROPERTY BOUNDARYLEGENDEXISTING MINOR CONTOUREXISTING MAJOR CONTOUREXISTING SANITARY MANHOLEEXISTING STORM SEWER MANHOLEEXISTING STORM SEWER INLETEXISTING HYDRANTEXISTING WATER VALVEWVDYH►►►►STORM SEWERDRAINTILE►►SANITARY SEWERIIWATERMAINSTORM MANHOLESTORM CATCH BASINSANITARY MANHOLECLEANOUTHYDRANTGATE VALVEFLARED END SECTIONCURB STOPEXISTING STORM SEWEREXISTING SANITARY SEWEREXISTING WATERMAINPROPOSED MINOR CONTOUR901PROPOSED MAJOR CONTOUR900GRADING LIMITSSTORM CLEANOUT( IN FEET )GRAPHIC SCALE01 inch = 40 ft.408040SEE SHEET C-503SEE SHEET C-504SEE SHEET C-502C-501OVERALL STORMSEWER PLAN734 EXISTINGBUILDINGBITUMINOUS SURFACEBITUMINOUS SURFACE BITUMINOUS SURFACEBITUMINOUS SURFACECONCRETE SURFACESTSTSTSTSTSTSTSTWVSTSTSTSTSTSTSTSTSTSTSTSTSTSTWVSTSTSTSTSTSTN00°16'25"E 414.31N2 5 ° 3 6 ' 5 3 " E 7.7 2S88°29'47"E 488.04N00°16'25"E 594.63 S88°48'17"E 516.74S88°06'20"E (PLAT)232.20 362.43 S88°29'33"E (PLAT)S89°11'30"E 12.28253.38 160.93 N89°11'30"W 36.33N88°29'33"W (PLAT)86.2086.2076.24 OWNER: CITY OF CHANHASSENADDRESS: 7711 KERBER BLVDPID: 257740020N00°58'22"E (PLAT)S87°47'50"E (PLAT)N2 6 ° 1 8 ' 5 0 " E ( P L A T ) N00°58'22"E (PLAT)L=40.28R=26.00Δ=88°46'12"DRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITION E. LINELOT 2S. LINELOT 1S. LINE LOT 2W. LINELOT 2N. LINELOT 2W. LINE E. 424.72 FEET SW 1/4 SW 1/4S. LINE SW 1/4STXX X XXPROPOSED CITY HALLFFE 982.5XX►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►98598498697597 5 975975975975975975 974 974 9759 7 5 975980985 98599099099597 6976 976 977977 977 97 8 979979979 981982982982 983 983984 984 986 986987 987988 988989 989991991991991991 991992992 9929939949969969859 9 0 990 99098298398498698798898998998999199199 1 991 975980985974976977978979981982983984986987988995993 993994994990991992993994CONNECT TO EXISTING STRUCTURE 1RIM=986.92PR. 15" INV IN=983.87 (N)EX. 15" INV OUT=983.87 (E)RIM=991.1615" INV IN=985.71 (W)15" INV IN=987.32 (E)15" INV OUT=985.71 (S)CB 101RIM=981.2312" INV OUT=976.73 (E)STMH 112RIM=982.6215" INV IN=975.61 (N)15" INV IN=974.41 (E)12" INV IN=974.41 (W)18" INV OUT=974.41 (S)CBMH 119RIM=991.7512" INV IN=988.80 (NE)15" INV IN=988.80 (N)12" INV IN=988.80 (E)15" INV OUT=988.80 (W)12" INV OUT=986.10 (SE)STMH 111RIM=982.846" INV IN=978.80 (NW)10" INV IN=978.80 (E)12" INV IN=977.39 (N)15" INV OUT=977.39 (S)CB 107RIM=981.1012" INV OUT=976.73 (W)CBMH 108RIM=981.0212" INV IN=976.30 (E)4" INV IN=976.48 (SE)6" INV IN=975.48 (S)15" INV OUT=976.30 (W)CBMH 103RIM=980.4212" INV IN=975.65 (N)6" INV IN=976.05 (W)12" INV OUT=975.15 (S)CBMH 104RIM=978.9512" INV IN=973.75 (N)6" INV IN=973.75 (W)12" INV OUT=973.75 (S)CB 106RIM=974.3510" INV OUT=968.99 (S)STMH 105RIM=975.8612" INV IN=970.93 (N)4" INV IN=968.70 (NW)15" INV OUT=968.70 (S)CONNECT TO EXISTING STRUCTURE 3RIM=969.48PR. 15" INV IN=967.94 (N)EX. 15" INV OUT=967.94 (W)PR. 10" INV IN=967.94 (N)EX. 15" INV OUT=967.94 (W)31 LF OF 12" HDPE @ 2.00%89 LF OF 15" HDPE @ 2.00%66 LF OF 15" HDPE @ 2.80%74 LF OF 16" PVC @ 2.00%70 LF OF 12" RCP @ 2.00%81 LF OF 12" RCP @ 3.50%54 LF OF 15" RCP @ 1.40%22 LF OF 12" HDPE @ 2.00%35 LF OF 10" HDPE @ 3.00%15 LF OF 10" PVC @ 2.00%22 LF OF 6" PVC @ 2.00%20 LF OF 4" PVC @ 2.00%RD-054" INV=977.8524 LF OF 6" PVC @ 2.00%19 LF OF 4" PVC @ 2.00%RD-044" INV=978.34CO-03RIM=982.064" INV IN=977.95 (E)6" INV IN=977.95 (S)6" INV OUT=977.95 (N)39 LF OF 6" PVC @ 2.00%19 LF OF 4" PVC @ 2.00%RD-034" INV=979.11CO-02RIM=981.954" INV IN=978.72 (E)6" INV OUT=978.72 (N)7 LF OF 4" PVC @ 2.58%23 LF OF 6" PVC @ 2.00%RD-016" INV=974.2126 LF OF 6" PVC @ 2.00%TRENCH DRAIN OUTLET 26" INV=976.57TRENCH DRAIN OUTLET 110" INV=979.1066 LF OF 12" PVC @ 2.84%CBMH 110RIM=988.7912" INV IN=982.46 (NW)12" INV OUT=979.26 (S)53 LF OF 12" HDPE @ 2.52%CB 109RIM=988.286" INV IN=983.80 (SW)6" INV IN=983.80 (N)12" INV OUT=983.80 (SE)4" PVC PERFORATEDDRAINTILE (TYP.)4" PVC TEE (TYP.)CONNECTING TO EXISTING STORM MANHOLERIM=980.32PR. 18" INV IN=973.75 (N)EX. 12" INV IN=974.20 (W)EX. 18" INV OUT=973.75 (S)CO-04RIM=982.064" INV IN=977.46 (E)6" INV IN=977.46 (S)6" INV OUT=977.46 (N)18 LF OF 6" PVC @ 1.00%90 DEG BEND6" INV IN=987.07 (N)6" INV OUT=987.07 (W)IIIIIII IIIIIIII I I I IIIIIIII►►►►►►►►►►78 LF OF 4" PVC @ 2.00%CO-06RIM=982.154" INV IN=978.04 (S)4" INV OUT=978.04 (NW)9 LF OF 4" PVC @ 2.00%RD-074" INV OUT=978.22 (N)►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►IIIIIIIIIIIIIIIIIIIIIIII0+001+00 2+00 2+95 0+00 1+001+250+001+002+00 2+65 1+002+00 2+44 ►►►►►►►►►►►►CO-05RIM=982.136" INV IN=977.02 (S)4" INV IN=972.02 (E)6" INV OUT=977.02 (N)16 LF OF 4" PVC @ 2.00%77 LF OF 6" PVC @ 2.00%7 LF OF 12" PVC @ 1.38%TRENCH DRAIN OUTLET 312" INV=975.96CO-07RIM=979.6412" INV IN=975.86 (N)12" INV OUT=975.86 (E)105 LF OF 12" PVC @ 1.38%74 LF OF 18" HDPE @ 0.90%CBMH 102RIM=980.8312" INV IN=976.11 (W)12" INV OUT=976.11 (S)23 LF OF 12" RCP @ 2.00%RD-024" INV=969.13IIIIIIII76 LF OF 15" PVC @ 2.50%CBMH 115RIM=989.5012" INV IN=985.90 (NW)4" INV IN=985.90 (W)15" INV OUT=985.90 (E)64 LF OF 15" HDPE @ 0.30%95 LF OF 4" HDPE @ 0.50%RD-064" INV=972.33►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►IIIIIIIIIII I I I I I I I I I I I►►►►►►►►►►►►►►16 LF OF 6" PVC @ 2.00%RD-12RIM=981.166" INV OUT=980.62 (S)CO-11RIM=989.196" INV IN=980.30 (W)6" INV IN=980.30 (N)6" INV OUT=980.30 (SE)37 LF OF 6" PVC @ 4.00%25 LF OF 6" PVC @ 2.00%CO-10RIM=989.006" INV IN=980.79 (N)6" INV OUT=980.79 (E)16 LF OF 6" PVC @ 2.00%RD-11RIM=981.656" INV OUT=981.11 (S)4 LF OF 6" PVC @ 3.47%RD-086" INV OUT=984.41 (N)CO-08RIM=988.956" INV IN=984.27 (S)6" INV OUT=984.27 (NE)27 LF OF 6" PVC @ 1.74%© 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSCERTIFICATION111/09/202360% DD SET222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211/17/2023100% DD PROGRESS SET312/01/2023100% DD SET401/22/202460% CD PROGRESS SET\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-501 STORM SEWER PLAN.dwg 2/16/2024 KUECHLE, HALEY 501/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTION 1.SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES.NOTESLEGENDPROPERTY BOUNDARYLEGENDEXISTING MINOR CONTOUREXISTING MAJOR CONTOUREXISTING SANITARY MANHOLEEXISTING STORM SEWER MANHOLEEXISTING STORM SEWER INLETEXISTING HYDRANTEXISTING WATER VALVEWVDYH►►►►STORM SEWERDRAINTILE►►SANITARY SEWERIIWATERMAINSTORM MANHOLESTORM CATCH BASINSANITARY MANHOLECLEANOUTHYDRANTGATE VALVEFLARED END SECTIONCURB STOPEXISTING STORM SEWEREXISTING SANITARY SEWEREXISTING WATERMAINPROPOSED MINOR CONTOUR901PROPOSED MAJOR CONTOUR900GRADING LIMITSSTORM CLEANOUTLEGENDLEGENDLEGEND( IN FEET )GRAPHIC SCALE01 inch = 20 ft.204020SEE SHEET C-504 SEE SHEET C-503C-502PHASE 1 STORM SEWERPLAN735 BITUMINOUS SURFACE BITUMINOUS SURFACE BITUMINOUS SURFACECONCRETE SURFACESTSTSTSTSTSTSTSTSTSTN89°11'30"W 945.71N00°16'25"E 414.31 N00°16'25"E 594.63 S88°48'17"E 516.74S88°06'20"E (PLAT)N00°58'22"E (PLAT) N00°16'25"E 204.99 232.20 362.43 528.97S88°29'33"E (PLAT)S89°11'30"E 12.28253.38 160.93 N89°11'30"W 36.33N88°29'33"W (PLAT)N00°16'25"E 204.99N00°58'22"E (PLAT)N89°11'30"W 36.33N88°29'33"W (PLAT)49.87505049.8786.20990.00OWNER: CITY OF CHANHASSENADDRESS: 7700 MARKET BLVDPID: 257740010OWNER: CITY OF CHANHASSENADDRESS: 7711 KERBER BLVDPID: 257740020N88°29'33"W (PLAT)N00°58'22"E (PLAT) N00°58'22"E (PLAT)DRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITION W. LINELOT 1N. LINELOT 1E. LINELOT 1E. LINELOT 2S. LINELOT 1N. LINELOT 2W. LINE E. 424.72 FEET SW 1/4 SW 1/4ST XXXXXXXXXXXXXX X XXPROPOSED CITY HALLFFE 982.5XX►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►975980985990995974976977978979981982983984986987988989991992993994 996996 997997980985 98599099099599597 8 979979979 981982982982 983 983984984 986 986987 987988 988989 989991991991991991 991992992 992992993 993994994996996996 99 6 9919859 9 0 990 99098298398498698798898998998999199199 1 991 980985979981982983984986987988995995995 993 993994994990991992993994CONNECT TO EXISTING STRUCTURE 1RIM=986.92PR. 15" INV IN=983.87 (N)EX. 15" INV OUT=983.87 (E)CBMH 120RIM=991.1615" INV IN=985.71 (W)15" INV IN=987.32 (E)15" INV OUT=985.71 (S)CB 101RIM=981.2312" INV OUT=976.73 (E)STMH 112RIM=982.6215" INV IN=975.61 (N)15" INV IN=974.41 (E)12" INV IN=974.41 (W)18" INV OUT=974.41 (S)CBMH 119RIM=991.7512" INV IN=988.80 (NE)15" INV IN=988.80 (N)12" INV IN=988.80 (E)15" INV OUT=988.80 (W)CBMH 114RIM=989.306" INV IN=986.10 (W)12" INV IN=986.10 (NE)12" INV OUT=986.10 (SE)STMH 111RIM=982.846" INV IN=978.80 (NW)10" INV IN=978.80 (E)12" INV IN=977.39 (N)15" INV OUT=977.39 (S)CB 107RIM=981.1012" INV OUT=976.73 (W)CBMH 108RIM=981.0212" INV IN=976.30 (E)4" INV IN=976.48 (SE)6" INV IN=975.48 (S)15" INV OUT=976.30 (W)CBMH 103RIM=980.4212" INV IN=975.65 (N)6" INV IN=976.05 (W)12" INV OUT=975.15 (S)CBMH 104RIM=978.9512" INV IN=973.75 (N)6" INV IN=973.75 (W)12" INV OUT=973.75 (S)31 LF OF 12" HDPE @ 2.00%89 LF OF 15" HDPE @ 2.00%66 LF OF 15" HDPE @ 2.80%68 LF OF 12" HDPE @ 0.30%136 LF OF 15" HDPE @ 0.80%74 LF OF 16" PVC @ 2.00%70 LF OF 12" RCP @ 2.00%22 LF OF 12" HDPE @ 2.00%CB 117RIM=993.5115" INV OUT=989.88 (S)15 LF OF 10" PVC @ 2.00%22 LF OF 6" PVC @ 2.00%20 LF OF 4" PVC @ 2.00%RD-054" INV=977.8524 LF OF 6" PVC @ 2.00%19 LF OF 4" PVC @ 2.00%RD-044" INV=978.34CO-03RIM=982.064" INV IN=977.95 (E)6" INV IN=977.95 (S)6" INV OUT=977.95 (N)39 LF OF 6" PVC @ 2.00%RD-034" INV=979.1123 LF OF 6" PVC @ 2.00%RD-016" INV=974.216" PERFORATED PVC DRAINTILE (TYP.)26 LF OF 6" PVC @ 2.00%TRENCH DRAIN OUTLET 26" INV=976.57TRENCH DRAIN OUTLET 110" INV=979.10CB 113RIM=992.8812" INV OUT=986.30 (SW)41 LF OF 12" HDPE @ 0.50%66 LF OF 12" PVC @ 2.84%CBMH 110RIM=988.7912" INV IN=982.46 (NW)12" INV OUT=979.26 (S)53 LF OF 12" HDPE @ 2.52%CB 109RIM=988.286" INV IN=983.80 (SW)6" INV IN=983.80 (N)12" INV OUT=983.80 (SE)6" PERFORATED PVC DRAINTILE (TYP.)6" PERFORATED PVC DRAINTILE (TYP.)6" PERFORATED PVC DRAINTILE (TYP.)6" PERFORATED PVC DRAINTILE (TYP.)6" PERFORATED PVC DRAINTILE (TYP.)4" PVC PERFORATEDDRAINTILE (TYP.)4" CLEANOUT (TYP.)4" PVC TEE (TYP.)CONNECTING TO EXISTING STORM MANHOLERIM=980.32PR. 18" INV IN=973.75 (N)EX. 12" INV IN=974.20 (W)EX. 18" INV OUT=973.75 (S)CO-04RIM=982.064" INV IN=977.46 (E)6" INV IN=977.46 (S)6" INV OUT=977.46 (N)18 LF OF 6" PVC @ 1.00%90 DEG BEND6" INV IN=987.07 (N)6" INV OUT=987.07 (W)IIIIIII IIIIIIII I I I I I I IIIIIIII►►►►►►►►►►78 LF OF 4" PVC @ 2.00%CO-06RIM=982.154" INV IN=978.04 (S)4" INV OUT=978.04 (NW)9 LF OF 4" PVC @ 2.00%RD-074" INV OUT=978.22 (N)►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►0+001+00 2+00 2+95 0+00 1+001+250+001+00 0 + 0 0 1+002+00 2+44 ►►►►►►►►►►►►CO-05RIM=982.136" INV IN=977.02 (S)4" INV IN=972.02 (E)6" INV OUT=977.02 (N)16 LF OF 4" PVC @ 2.00%77 LF OF 6" PVC @ 2.00%7 LF OF 12" PVC @ 1.38%TRENCH DRAIN OUTLET 312" INV=975.96CO-07RIM=979.6412" INV IN=975.86 (N)12" INV OUT=975.86 (E)105 LF OF 12" PVC @ 1.38%74 LF OF 18" HDPE @ 0.90%CBMH 102RIM=980.8312" INV IN=976.11 (W)12" INV OUT=976.11 (S)23 LF OF 12" RCP @ 2.00%76 LF OF 15" PVC @ 2.50%CBMH 115RIM=989.5012" INV IN=985.90 (NW)4" INV IN=985.90 (W)15" INV OUT=985.90 (E)64 LF OF 15" HDPE @ 0.30%95 LF OF 4" HDPE @ 0.50%RD-064" INV=972.3337 LF OF 6" HDPE @ 1.00%►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►IIIIIIIIII I I I I I I I I I I I►►►►►►►►►►►►►►16 LF OF 6" PVC @ 2.00%RD-12RIM=981.166" INV OUT=980.62 (S)CO-11RIM=989.196" INV IN=980.30 (W)6" INV IN=980.30 (N)6" INV OUT=980.30 (SE)37 LF OF 6" PVC @ 4.00%25 LF OF 6" PVC @ 2.00%CO-10RIM=989.006" INV IN=980.79 (N)6" INV OUT=980.79 (E)16 LF OF 6" PVC @ 2.00%RD-11RIM=981.656" INV OUT=981.11 (S)4 LF OF 6" PVC @ 3.47%RD-086" INV OUT=984.41 (N)CO-08RIM=988.956" INV IN=984.27 (S)6" INV OUT=984.27 (NE)27 LF OF 6" PVC @ 1.74%RD-106" INV OUT=984.38 (E)17 LF OF 6" PVC @ 2.00%CO-09RIM=988.966" INV IN=984.04 (W)6" INV IN=984.04 (E)6" INV OUT=984.04 (S)11 LF OF 6" PVC @ 2.00%16 LF OF 6" PVC @ 1.52%RD-096" INV OUT=984.27 (W)© 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSCERTIFICATION111/09/202360% DD SET222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211/17/2023100% DD PROGRESS SET312/01/2023100% DD SET401/22/202460% CD PROGRESS SET\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-501 STORM SEWER PLAN.dwg 2/16/2024 KUECHLE, HALEY 501/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTION 1.SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES.NOTESLEGENDPROPERTY BOUNDARYLEGENDEXISTING MINOR CONTOUREXISTING MAJOR CONTOUREXISTING SANITARY MANHOLEEXISTING STORM SEWER MANHOLEEXISTING STORM SEWER INLETEXISTING HYDRANTEXISTING WATER VALVEWVDYH►►►►STORM SEWERDRAINTILE►►SANITARY SEWERIIWATERMAINSTORM MANHOLESTORM CATCH BASINSANITARY MANHOLECLEANOUTHYDRANTGATE VALVEFLARED END SECTIONCURB STOPEXISTING STORM SEWEREXISTING SANITARY SEWEREXISTING WATERMAINPROPOSED MINOR CONTOUR901PROPOSED MAJOR CONTOUR900GRADING LIMITSSTORM CLEANOUTLEGENDLEGENDLEGEND( IN FEET )GRAPHIC SCALE01 inch = 20 ft.204020SEE SHEET C-502SEE SHEET C-504 C-503PHASE 2 NORTHWESTSTORM SEWER PLAN736 BITUMINOUS SURFACEBITUMINOUS SURFACE BITUMINOUS SURFACEBITUMINOUS SURFACE EXISTINGBUILDINGEXISTINGBUILDINGBITUMINOUS SURFACE WVWVWVWVWVWVWVWVWVWVWVWVWVWVN89°11'30"W 945.71N00°16'25"E 204.99N89°11'30"W 429.02N00°16'25"E 414.31 N00°58'22"E (PLAT)N00°16'25"E 204.99 416.74S88°29'33"E (PLAT)S89°11'30"E 12.28416.74253.38 160.93 990.00OWNER: CITY OF CHANHASSENADDRESS: 7610 LAREDO DRPID: 250122100424.728.00N88°29'33"W (PLAT)N00°58'22"E (PLAT)DRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONE. LINELOT 1E. LINELOT 2S. LINE N. 660.00 FEET SW 1/4 SW 1/4S. LINE N. 864.98 FEET SW 1/4 SW 1/4E. LINE SW 1/4 SW 1/4 W. LINE E. 424.72 FEET SW 1/4 SW 1/4 864.98 8.00OWNER: AREA INVEST LLCADDRESS: 7730 LAREDO DRPID: 250122000ADDRESS: 7600 LAREDO DRPID: 250125200X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXPROPOSED CITY HALLFFE 982.5XX►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►980979979979 981982982982 985990983984986987988989985 984 986 98 7 9 8 8 989989985990 990990 990982983984986987987988988989989989989991991991991 9 9 1 991980985979981982983984986987988 990 995995 995 99 5 989 989 991 992 993 993993 994 994994 9 9 4 996 996 997 9979 9 7 9 9 7 99 7 9 9 7990991992993994CONNECT TO EXISTING STRUCTURE 1RIM=986.92PR. 15" INV IN=983.87 (N)EX. 15" INV OUT=983.87 (E)CBMH 120RIM=991.1615" INV IN=985.71 (W)15" INV IN=987.32 (E)15" INV OUT=985.71 (S)CB 101RIM=981.2312" INV OUT=976.73 (E)CBMH 119RIM=991.7512" INV IN=988.80 (NE)15" INV IN=988.80 (N)12" INV IN=988.80 (E)15" INV OUT=988.80 (W)CBMH 114RIM=989.306" INV IN=986.10 (W)12" INV IN=986.10 (NE)12" INV OUT=986.10 (SE)CB 107RIM=981.1012" INV OUT=976.73 (W)CBMH 108RIM=981.0212" INV IN=976.30 (E)4" INV IN=976.48 (SE)6" INV IN=975.48 (S)15" INV OUT=976.30 (W)CBMH 103RIM=980.4212" INV IN=975.65 (N)6" INV IN=976.05 (W)12" INV OUT=975.15 (S)CBMH 104RIM=978.9512" INV IN=973.75 (N)6" INV IN=973.75 (W)12" INV OUT=973.75 (S)31 LF OF 12" HDPE @ 2.00%66 LF OF 15" HDPE @ 2.80%68 LF OF 12" HDPE @ 0.30%136 LF OF 15" HDPE @ 0.80%74 LF OF 16" PVC @ 2.00%70 LF OF 12" RCP @ 2.00%CB 117RIM=993.5115" INV OUT=989.88 (S)CB 116RIM=995.4912" INV OUT=991.98 (SW)127 LF OF 12" HDPE @ 2.50%20 LF OF 4" PVC @ 2.00%RD-054" INV=977.8519 LF OF 4" PVC @ 2.00%RD-044" INV=978.3423 LF OF 6" PVC @ 2.00%RD-016" INV=974.2126 LF OF 6" PVC @ 2.00%TRENCH DRAIN OUTLET 26" INV=976.57CB 113RIM=992.8812" INV OUT=986.30 (SW)41 LF OF 12" HDPE @ 0.50%CB 118RIM=994.8512" INV OUT=990.03 (W)123 LF OF 12" HDPE @ 1.00%I IIIII I I I I I I I►►►►►►►►►►78 LF OF 4" PVC @ 2.00%CO-06RIM=982.154" INV IN=978.04 (S)4" INV OUT=978.04 (NW)9 LF OF 4" PVC @ 2.00%RD-074" INV OUT=978.22 (N)►►►►►►►►►►►►►►►►►►►►0+001+00 0+001+002+002+44►►CO-05RIM=982.136" INV IN=977.02 (S)4" INV IN=972.02 (E)6" INV OUT=977.02 (N)16 LF OF 4" PVC @ 2.00%CBMH 102RIM=980.8312" INV IN=976.11 (W)12" INV OUT=976.11 (S)23 LF OF 12" RCP @ 2.00%CBMH 115RIM=989.5012" INV IN=985.90 (NW)4" INV IN=985.90 (W)15" INV OUT=985.90 (E)64 LF OF 15" HDPE @ 0.30%95 LF OF 4" HDPE @ 0.50%RD-064" INV=972.3337 LF OF 6" HDPE @ 1.00%►© 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSCERTIFICATION111/09/202360% DD SET222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211/17/2023100% DD PROGRESS SET312/01/2023100% DD SET401/22/202460% CD PROGRESS SET\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-501 STORM SEWER PLAN.dwg 2/16/2024 KUECHLE, HALEY 501/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTION 1.SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES.NOTESLEGENDPROPERTY BOUNDARYLEGENDEXISTING MINOR CONTOUREXISTING MAJOR CONTOUREXISTING SANITARY MANHOLEEXISTING STORM SEWER MANHOLEEXISTING STORM SEWER INLETEXISTING HYDRANTEXISTING WATER VALVEWVDYH►►►►STORM SEWERDRAINTILE►►SANITARY SEWERIIWATERMAINSTORM MANHOLESTORM CATCH BASINSANITARY MANHOLECLEANOUTHYDRANTGATE VALVEFLARED END SECTIONCURB STOPEXISTING STORM SEWEREXISTING SANITARY SEWEREXISTING WATERMAINPROPOSED MINOR CONTOUR901PROPOSED MAJOR CONTOUR900GRADING LIMITSSTORM CLEANOUTLEGENDLEGENDLEGEND( IN FEET )GRAPHIC SCALE01 inch = 20 ft.204020SEE SHEET C-503C-504PHASE 2 NORTHEASTSTORM SEWER PLAN737 X X X X XXXXXXXXXXXXX XPROPOSED CITY HALLFFE 982.5STSTSTSTSTSTSTSTWVWVWVSTSTSTSTSTSTWVWVWVWVWVWVWVSTSTSTSTSTSTSTSTWVWVWVSTSTSTSTSTSTWVWVWVWVWVWVWVN89°11'30"W 945.71N00°16'25"E 204.99N89°11'30"W 429.02N00°16'25"E 414.31N2 5 ° 3 6 ' 5 3 " E 7.7 2S88°29'47"E 488.04N00°16'25"E 594.63 S88°48'17"E 516.74S88°06'20"E (PLAT)N00°58'22"E (PLAT) N00°16'25"E 204.99 232.20 362.43 528.97416.74S88°29'33"E (PLAT)S89°11'30"E 12.28416.74253.38 160.93 N89°11'30"W 36.33N88°29'33"W (PLAT)N00°16'25"E 204.99N00°58'22"E (PLAT)N89°11'30"W 36.33N88°29'33"W (PLAT)49.87505049.8786.2086.20864.98990.00N88°06'20"W (PLAT)S88°48'17"E 396.2376.24 OWNER: CITY OF CHANHASSENADDRESS: 7700 MARKET BLVDPID: 257740010OWNER: CITY OF CHANHASSENADDRESS: 7711 KERBER BLVDPID: 257740020OWNER: CITY OF CHANHASSENADDRESS: 7610 LAREDO DRPID: 250122100424.728.00N88°29'33"W (PLAT)N00°58'22"E (PLAT)S87°47'50"E (PLAT)N2 6 ° 1 8 ' 5 0 " E ( P L A T ) N00°58'22"E (PLAT)L=40.28R=26.00Δ=88°46'12"DRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITION W. LINELOT 1N. LINELOT 1E. LINELOT 1E. LINELOT 2S. LINELOT 1S. LINE LOT 2W. LINELOT 2N. LINELOT 2S. LINE N. 660.00 FEET SW 1/4 SW 1/4S. LINE N. 864.98 FEET SW 1/4 SW 1/4E. LINE SW 1/4 SW 1/4 W. LINE E. 424.72 FEET SW 1/4 SW 1/4S. LINE SW 1/4864.98 660.00 ROADWAY AND UTILITYEASEMENT PERDOC. NO. 1691678.00OWNER: AREA INVEST LLCADDRESS: 7730 LAREDO DRPID: 250122000OWNER: IND SCHOOL DIST 112ADDRESS: 7600 LAREDO DRPID: 250125200WVSSTREMOVE LIGHT POLE WITHTRAIL EXTENSIONUNDERGROUNDSTORMWATER BMP152'82'1.SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES.2.ALL DIMMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISENOTED3.DESIGN BY OTHERS ITEMS SHOWN FOR REFERENCE ONLY.EXACT LOCATION, DETAIL, AND DESIGN BY OTHERS.COORDINATE WITH PROJECT PARTNERS TO OBTAIN RELATEDCONSTRUCTION DOCUMENTS/DRAWINGS4.SEE ADDITIONAL BID ALTERNATE SHEETS, C-602 TO C-603, FORDESIGN SPECIFIC ANNOTATIONNOTESXXPROPERTY BOUNDARYLEGENDCURB AND GUTTERPROPOSED PARKING COUNTBITUMINOUS PAVEMENTCONCRETE SIDEWALKCONCRETE PAVEMENTPICKLEBALL COURTFENCE#RETAINING WALL BY OTHERS© 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSNOT FORCONSTRUCTION CERTIFICATION222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-601 BID ALTERNATE.dwg 2/16/2024 KUECHLE, HALEY 01/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166102/13/2024BP1_ADDENDUM 1SEE SHEET C-603SEE SHEET C-602C-601OVERALL ITEMIZED BIDITEMS AND BIDALTERNATES( IN FEET )GRAPHIC SCALE01 inch = 40 ft.408040SEE SHEET C-602SEE SHEET C-602SEE SHEET C-603SEE SHEET C-6041738 6'STST232.2086.20DRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONW. LINELOT 26'(TYP.) R 2 0 'WVWVN89°11'30"W 429.02416.74S. LINE N. 864.98 FEET SW 1/4 SW 1/42' 9' (TYP.)18'(TYP.)R3 . 6 7 'R3.67'8'2'1.SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES.2.ALL DIMMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISENOTED3.DESIGN BY OTHERS ITEMS SHOWN FOR REFERENCE ONLY.EXACT LOCATION, DETAIL, AND DESIGN BY OTHERS.COORDINATE WITH PROJECT PARTNERS TO OBTAIN RELATEDCONSTRUCTION DOCUMENTS/DRAWINGS4.SEE ADDITIONAL BID ALTERNATE SHEETS, C-602 TO C-603, FORDESIGN SPECIFIC ANNOTATIONNOTESKEYNOTESXXPROPERTY BOUNDARYLEGENDCURB AND GUTTERPROPOSED PARKING COUNTBITUMINOUS PAVEMENTCONCRETE SIDEWALKCONCRETE PAVEMENTPICKLEBALL COURTFENCE#RETAINING WALL BY OTHERS© 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSNOT FORCONSTRUCTION CERTIFICATION222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-601 BID ALTERNATE.dwg 2/16/2024 KUECHLE, HALEY 01/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166102/13/2024BP1_ADDENDUM 1C-602ENLARGED ITEMIZED BIDITEMS AND BIDALTERNATES( IN FEET )GRAPHIC SCALE01 inch = 10 ft.102010ADDITIONAL SCOPE (ITEMIZED PRICING) - PARALLELPARKING KERBER BLVDADDITIONAL SCOPE (ITEMIZED PRICING) - FIRE STATION ACCESSCLOSURE ON CHAN VIEWADDITIONAL SCOPE (ITEMIZED PRICING) - ADDITIONALPARKING EAST OF PICKLE BALL COURTS739 1.SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES.2.ALL DIMMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISENOTED3.DESIGN BY OTHERS ITEMS SHOWN FOR REFERENCE ONLY.EXACT LOCATION, DETAIL, AND DESIGN BY OTHERS.COORDINATE WITH PROJECT PARTNERS TO OBTAIN RELATEDCONSTRUCTION DOCUMENTS/DRAWINGS4.SEE ADDITIONAL BID ALTERNATE SHEETS, C-602 TO C-603, FORDESIGN SPECIFIC ANNOTATIONNOTESKEYNOTESXXPROPERTY BOUNDARYLEGENDCURB AND GUTTERPROPOSED PARKING COUNTBITUMINOUS PAVEMENTCONCRETE SIDEWALKCONCRETE PAVEMENTPICKLEBALL COURTFENCE#RETAINING WALL BY OTHERS416.74S. LINE N. 660.00 FEET SW 1/4 SW 1/410'REMOVE LIGHT POLE WITHTRAIL EXTENSIONC-603ENLARGED ITEMIZED BIDITEMS AND BIDALTERNATES( IN FEET )GRAPHIC SCALE01 inch = 10 ft.102010© 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSNOT FORCONSTRUCTION CERTIFICATION222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-601 BID ALTERNATE.dwg 2/16/2024 KUECHLE, HALEY 01/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166102/13/2024BP1_ADDENDUM 1ADDITIONAL SCOPE (ITEMIZED PRICING) - TRAIL EXTENSION TO LAREDO DRIVE740 1.SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES.2.ALL DIMMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISENOTED3.DESIGN BY OTHERS ITEMS SHOWN FOR REFERENCE ONLY.EXACT LOCATION, DETAIL, AND DESIGN BY OTHERS.COORDINATE WITH PROJECT PARTNERS TO OBTAIN RELATEDCONSTRUCTION DOCUMENTS/DRAWINGS4.SEE ADDITIONAL BID ALTERNATE SHEETS, C-602 TO C-603, FORDESIGN SPECIFIC ANNOTATIONNOTESKEYNOTESXXPROPERTY BOUNDARYLEGENDCURB AND GUTTERPROPOSED PARKING COUNTBITUMINOUS PAVEMENTCONCRETE SIDEWALKCONCRETE PAVEMENTPICKLEBALL COURTFENCE#RETAINING WALL BY OTHERS1C-604RATE CONTROL AND WATER QUALITY BID ALTERNATE STORMTRAP SYSTEMNOT TO SCALESTORMTRAP INVERT = SEE STORM PLANS FOR ELEVATIONSGRANULARBORROW SECTIONNON-WOVEN GEOTEXTILE FABRIC PERMANIFACTURER RECOMMENDATIONSTORMTRAP SET ON APPROVED SUBGRADEPER MANUFACTURER RECOMMENDATIONAPPROVED SUBGRADEENGINEERED BACKFILL PER UNDERGROUNDSTRUCTURE MANUFACTURER DETAILNON-WOVEN GEOTEXTILE FABRICNON-WOVEN GEOTEXTILE FABRIC6" DRAINTILEIRON-SAND FILTER SECTION, THOROUGHLY MIXED WITH5% IRON SHAVINGS BY WEIGHTTOP OF STORMTRAP = 979.63INSIDE TOP OF STORMTRAP = 979.13SEE DETAIL 2/C-803 FOR PAVEMENT SECTION18" MINIMUM NOTES:1. REQUIRED STORAGE: 55,839 SF,2. SYSTEM DIMENSIONS: 168' BY 107'3. VOLUME OF IRON ENHANCED SAND: 26,964 CF4. TOTAL LENGTH OF DRAINTILE WITHIN THE SYSTEM: 1,600 FT8" CAST IN PLACE CONCRETE SLAB4000 PSI CONCRETE WITH #5 REBAR@18" O.C.XN00°16'25"E 414.31 S89°11'30"E 12.28160.93 N00°58'22"E (PLAT)DRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONUNDERGROUNDSTORMWATER BMP152'82'© 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSNOT FORCONSTRUCTION CERTIFICATION222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-601 BID ALTERNATE.dwg 2/16/2024 KUECHLE, HALEY 01/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166102/13/2024BP1_ADDENDUM 1C-604ENLARGED ITEMIZED BIDITEMS AND BIDALTERNATES( IN FEET )GRAPHIC SCALE01 inch = 20 ft.204020BID ALTERNATE - RATE CONTROL AND WATER QUALITY UNDERGROUND BMPBID ALTERNATE - RATE CONTROL AND WATER QUALITY UNDERGROUND BMPLOCATION741 © 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSCERTIFICATION111/09/202360% DD SET222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211/17/2023100% DD PROGRESS SET312/01/2023100% DD SET401/22/202460% CD PROGRESS SET\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-801 DETAILS.dwg 2/16/2024 KUECHLE, HALEY 501/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTIONC-801DETAILS742 © 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSCERTIFICATION111/09/202360% DD SET222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211/17/2023100% DD PROGRESS SET312/01/2023100% DD SET401/22/202460% CD PROGRESS SET\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-801 DETAILS.dwg 2/16/2024 KUECHLE, HALEY 501/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTIONC-802DETAILS743 2C-803MEDIUM DUTY BITUMINOUS PAVEMENTNOT TO SCALE1C-803CONCRETE PAVEMENTNOT TO SCALE3C-803TYPICAL PAVEMENT MARKINGSNOT TO SCALE7" CONCRETE PAVEMENT (TYPE 3F52A)6" MNDOT CLASS 5 AGGREGATE BASE(100% CRUSHED)COMPACTED SUBGRADE2" BITUMINOUS WEAR COURSE(SPWEA340B) PER MNDOT 23608" MNDOT CLASS 5 AGGREGATEBASE (100% CRUSHED)BITUMINOUS TACK COATPER MNDOT 23572" BITUMINOUS NON-WEAR COURSE(SPNWB330B) PER MNDOT 2360SEE PLAN 4"15"2'-8"2'-8"9"15"4"4"15"28"8"TYPICALPAVEMENT STRIPINGTRAFFIC ARROWTYPICAL LETTERNOTES:1.PAINT SHALL BE APPLIED AT A THICKNESS OF 22 WET MILS AND 15 DRY MILS.2.PAINT SHALL BE NON-REFLECTIVE WHITE PAINT FOR ALL TYPICAL PAVEMENTMARKINGSTYPICALCROSSWALK PANELSEE PLAN 2'4C-803INLET PROTECTION CATCH BASIN INSERTNOT TO SCALEISOMETRICCURB AND GUTTEROVERFLOW IS 1/2 OF THECURB BOX HEIGHTDEFLECTOR PLATEOVERFLOW IS 1/2 OF THECURB BOX HEIGHTOVERFLOW AT THE TOP OF THEFILTER ASSEMBLYCURB10" FILTER ASSEMBLYHIGH-FLOW FABRICWIMCO ROAD DRAIN CG-3067 HIGH FLOWINLET PROTECTION CURB AND GUTTERMODEL OR APPROVED EQUAL.24" SELECT GRANULAR BORROWCOMPACTED SUBGRADE24" SELECT GRANULAR BORROW5C-803EROSION CONTROL BLANKET INSTALLATIONNOT TO SCALEDIRECTION OFSURFACE FLOWANCHOR TRENCH INSTALLATION:1. DIG 6" X 6" TRENCH2. LAY BLANKET IN TRENCH3. STAPLE AT 1.5' INTERVALS4. BACKFILL WITH NATURAL SOIL ANDCOMPACTOVERLAP END JOINTS MINIMUMOF 6" AND STAPLE OVERLAPAT 18" INTERVALSOVERLAP LONGITUDINALJOINTS MINIMUM OF 6"STAPLE DENSITY SHALL BE AMINIMUM OF 3 U-SHAPED 8",11 GAUGE METAL STAPLES PERSQUARE YARD (THIS MAY VARY ASDIRECTED BY THE CITY)ANCHOR TRENCH (SEE DETAILAND NOTES BELOW)ISOMETRICSEE GENERAL NOTESFOR BLANKET TYPESTAPLEBACKFILLEROSIONCONTROLBLANKETANCHOR TRENCH DETAIL6"6"12" TO 36"7C-803CONCRETE CURB AND GUTTER - TIP OUTNOT TO SCALETOP OF BITUMINOUSMATERIAL12" R3" R136"12 " R6" 1212"6" CLASS 5 AGGREGATEBASE (100% CRUSHED)MATCHROAD SLOPE12"8"7"18" B61812" B61224" B624FILL POST WITH CONCRETEMOUND SMOOTHLY AT TOP6" SCH. 40 STEEL PIPE FILLED W/ CONCRETEPROVIDE RED IDEAL-SHIELD SLEEVE OVER PIPECONFIRM COLOR WITH OWNER PRIOR TO CONSTRUCTIONSLOPE TOP OF CONCRETESET POST IN CONCRETE36"36"3" MIN.18"6C-803BOLLARDNOT TO SCALE© 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSCERTIFICATION111/09/202360% DD SET222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211/17/2023100% DD PROGRESS SET312/01/2023100% DD SET401/22/202460% CD PROGRESS SET\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-801 DETAILS.dwg 2/16/2024 KUECHLE, HALEY 501/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTIONC-803DETAILS744 3C-804CONCRETE TRENCH DRAINNOT TO SCALE6" MNDOT CLASS 5AGGREGATE BASE, 100% CRUSHEDSUBGRADE PREPARATIONNEENAH R-4990-DX TRENCHDRAIN W/ TYPE Q GRATE#4 EPOXY COATED DEFORMED BARPROVIDE 3" CLEAR COVERCONCRETE TRENCHSLOPE BOTTOM OF TRENCH TOWARDDISCHARGE POINT AT 1% (TYP.)FLOWFLOWSLOPE 1%SECTIONPROFILEDRAIN45° PVC BENDOUTFLOW12"24"24"60"2' MIN6"6"90°160°DIA.6"6"2'1/4"Ø HOLE (TYP)6" PERFORATED PVC SCH 40COARSE FILTER AGGREGATEMN/DOT 3149.2HGEOTEXTILE FABRICMNDOT (3733-TYPE 1)TRENCH DETAILPIPE DETAIL2C-804PERFORATED DRAINTILENOT TO SCALE2C-804CONCRETE TRENCH DRAINNOT TO SCALE6" MNDOT CLASS 5AGGREGATE BASE, 100% CRUSHEDSUBGRADE PREPARATIONNEENAH R-4990-DX TRENCHDRAIN W/ TYPE Q GRATE#4 EPOXY COATED DEFORMED BARPROVIDE 3" CLEAR COVERCONCRETE TRENCHSLOPE BOTTOM OF TRENCH TOWARDDISCHARGE POINT AT 1% (TYP.)FLOWFLOWSECTION12"24"24"60"2' MIN6"6"SLOPE 1%PROFILEDRAIN WITH WATERTIGHT SEAL45° PVC BENDSLOPE 1%TD OUTLET6" INV: 976.57CONCRETE TRENCHGROUT TROUGH TOSLOPE DOWN TODRAIN.MIN SLOPE 1%GROUT TROUGH TOSLOPE DOWN TODRAIN.MIN SLOPE 1%2' MIN.RIM ELEVATION: 979.12NOTE:1.SEE PLAN FOR STORM PIPE DISCHARGE INVERT.PROVIDE WATERTIGHT SEAL. PROVIDE VERTICALBEND AND RISER AS NEEDED FROM STORM INVERTTO TRENCH DRAIN INVERT.NEENAH R-4990-DX TRENCHDRAIN W/ TYPE Q GRATE1C-804CONCRETE TRENCH DRAINNOT TO SCALE6" MNDOT CLASS 5AGGREGATE BASE, 100% CRUSHEDSUBGRADE PREPARATION#4 EPOXY COATED DEFORMED BARPROVIDE 3" CLEAR COVERCONCRETE TRENCHSLOPE BOTTOM OF TRENCH TOWARDDISCHARGE POINT AT 1% (TYP.)FLOWFLOWSECTION12"24"24"60"2' MIN6"6"SLOPE 1%PROFILEDRAIN WITH WATERTIGHT SEAL45° PVC BENDSLOPE 1%TD OUTLET10" INV: 979.1CONCRETE TRENCHGROUT TROUGH TOSLOPE DOWN TODRAIN.MIN SLOPE 1%GROUT TROUGH TOSLOPE DOWN TODRAIN.MIN SLOPE 1%2' MIN.RIM ELEVATION: 984.5NOTE:1.SEE PLAN FOR STORM PIPE DISCHARGE INVERT.PROVIDE WATERTIGHT SEAL. PROVIDE VERTICALBEND AND RISER AS NEEDED FROM STORM INVERTTO TRENCH DRAIN INVERT.DURA TRENCH RADIUSTRENCH DRAINTD OUTLET12" INV: 975.96RIM ELEVATION: 979.47DURA TRENCH RADIUSTRENCH DRAIN5C-804NYLOPLAST 12" DRAIN BASINNOT TO SCALE6C-804PVC DRAINTILE CLEANOUTNOT TO SCALEPVC CLEAN OUT RISERWITH FEMALE THREADEDINSERT. SCHEDULE 40 PVCPVC COMBINATION WYELONG SWEEP ORTWO 45° BENDSCOARSE FILTER AGGREGATE MIN 1/3 CU. YDS.COARSE FILTER AGGREGATE MIN 1/3 CU. YDS.CLEANOUT CAP SHALLBE TREADED MALLEABLEIRON (GALVANIZED)END OF LINE CLEANOUTIN-LINE CLEANOUT© 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSCERTIFICATION111/09/202360% DD SET222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211/17/2023100% DD PROGRESS SET312/01/2023100% DD SET401/22/202460% CD PROGRESS SET\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-801 DETAILS.dwg 2/16/2024 KUECHLE, HALEY 501/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTIONC-804DETAILS745 © 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSCERTIFICATION111/09/202360% DD SET222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211/17/2023100% DD PROGRESS SET312/01/2023100% DD SET401/22/202460% CD PROGRESS SET\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-801 DETAILS.dwg 2/16/2024 KUECHLE, HALEY 501/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTIONC-805DETAILS746 1C-806ADA PARKING SIGNS AND POST DETAILNOT TO SCALE2C-806ACCESSIBILITY SYMBOLNOT TO SCALE3C-806ACCESSIBILITY STRIPINGNOT TO SCALEGROUND LINE4'CLEARANCE HEIGHT4" MAXCLEARANCE HEIGHT:60” MINIMUM66” MAXIMUMDISABLED PARKING SIGNR7-8mVAN ACCESSIBLE PLAQUER7-8bP5/16" X 3 1/2"STAINLESS STEEL BOLT5/16" LOCK NUT(SIGN POST TO ANCHOR POST)PRE-PUNCHED SQUARE TUBESIGN POST2" X 2" X 12' X 12GA.THE SIGN POST SHALL BE NESTEDINTO THE ANCHOR ASSEMBLY AS FARAS POSSIBLE TO INSURE MAXIMUMSTABILITY OF SIGN POST.THIS MAY REQUIRE THE REMOVAL OFSEVERAL INCHES OF SOIL BY HANDFROM THE ANCHOR BASE ASSEMBLY.2 1/2" X 2 1/2" X 18" SLEEVEPREPUNCHED SQUARE TUBEANCHOR ASSEMBLY2-1/4" X 2-1/4" X 4' X 12GA.NOTES:1.SEE MnDOT STANDARD SIGN MANUAL FOR PUNCHING CODE AND DETAILED DRAWINGSOF TYPE "C" SIGN PANELS.2.SEE MnDOT TRAFFIC ENGINEERING MANUAL CHAPTER 6 FOR DETAILS OF TRAFFICSIGN INSTALLATION.11"5"R13"R18"R 24"24"18"10"5" (TYP)20"9.0°12"1' 6 3/4"26"4"4"6"BLUE HIGHWAY PAINTBACKGROUND 2 COATS (TYPICAL)INTERNATIONAL SYMBOL OFACCESSIBILITYAPPLIED TO THE CENTER OF EACHREQUIREDACCESSIBLE SPACE WITH BLUE PAINTBACKGROUNDAND WHITE PAINT FOR SYMBOL ANDPERIMETER EDGE5" WIDE WHITE STRIPING2 COATS (TYPICAL)2'4"ACCESSIBILITYSYMBOL, SEE DETAILNO PARKINGNOTES:1.STRIPING ADJACENT TO HANDICAP PARKING SHALL BE BLUE.2.DIMENSION HANDICAP SYMBOLS PER INTERNATIONAL SYMBOL OF ACCESSIBILITY DETAIL.3.SEE PLAN FOR STALL DIMENSIONS.4.DIMENSION "NO PARKING" TO BE 1' TALL.5.SIGNAGE AND MARKINGS TO BE IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS.SIDEWALKSEE SITE PLAN ANDGRADING PLANSIGN POST 1' OFF BACK OF CURB OR SIDEWALKEDGE. SEE SITE PLAN FOR PLACEMENT1' 1'4C-806STANDARD PARKING LOT SIGNSNOT TO SCALESTOPDO NOTENTERPARKINGVEHICLE IDREQUIREDUP TO $200 FINE FORVIOLATIONVANACCESSIBLER5-130"X30"W11A-224"X24"R1-130"X30"R7-8m ACCESSIBLE PARKING - 12"x18"R7-8bP VAN ACCESSIBLE - 12"x6"ORR1-5C18"X24"NOR7-1 MODIFIED NO PARKING ANY TIMEEXCLUDE ARROW - 12"x18"PARKINGANYTIME5C-806BIOROLLNOT TO SCALE1" X 2" X 18" LONG WOODEN STAKES AT1' 0" SPACING MAXIMUM.FLOWBIOROLL45° 8" - 10"SECTIONNOTE: IF PLACED ON PAVED SURFACE, DO NOT STAKE INTO SURFACE.CONTRACTOR SHALL ENSURE BIOROLL IS PROPERLY FUNCTIONING ATLEAST DAILY AND AS REQUIRED BY THE SWPPP/NPDES PERMIT, IFAPPLICABLE.EXIST. TREE TO REMAINDRIPLINENOTE:4'-0"2'-6"EXIST. GRADEPROTECT EXISTING TREES ALONG ACCESS ROUTE AS DIRECTED BY THE ENGINEER. INSTALLORANGE MESH FENCING, 4' HIGH, WITH STAKES EVERY 10 FEET, 5' OUTSIDE THE DRIPLINE ASSHOWN ON THE PLAN. DO NOT PERFORM ACTIONS WITHIN THE PROTECTION AREAS THAT MAYHARM THE TREE OR COMPACT THE SOIL, INCLUDING, BUT NOT LIMITED TO EXCAVATION, STORINGMATERIALS, PARKING, AND TRAFFIC DURING CONSTRUCTION. WHERE CONSTRUCTION REQUIRESDISTURBANCE WITHIN THE PROTECTED AREAS, DISTURB THE ROOT ZONE AS LITTLE AS POSSIBLE.ALL TREE PROTECTION MEASURES SHALL BE DIRECTED AND VERIFIED BY OWNER PRIOR TOSTARTING CONSTRUCTION. ALL TREE PROTECTION FENCING MUST BE IN PLACE PRIOR TOBEGINNING CONSTRUCTION.5'-0"STAKE6C-806TREE PROTECTIONNOT TO SCALE© 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSCERTIFICATION111/09/202360% DD SET222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211/17/2023100% DD PROGRESS SET312/01/2023100% DD SET401/22/202460% CD PROGRESS SET\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-801 DETAILS.dwg 2/16/2024 KUECHLE, HALEY 501/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTIONC-806DETAILS747 Refrigerator T25UPDNUPDNDNDNUPDN21032969.76san INV E21034969.83san INV W167216161616241616161616168GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGggggggGin060'30'15'GENERAL NOTES:© 2021 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSNOT FORCONSTRUCTION CERTIFICATION209 South LaSalle StreetThe RookerySuite 920Chicago, IL60604312.279.0470www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211.17.2360% DD PAGE TURN800 WASHINGTON AVE N. #103MINNEAPOLIS, MN 55401www.hkgi.comL101312.01.23100% DD PACKAGE401.18.2360% CD REVIEW502.08.2375% CD REVIEW-02.16.23DEVELOPMENT SUBMITTALL201L202L203L205L206L207L208L209L204TITLE & GENERALNOTESSheet List TableSheet NumberSheet TitleL101TITLE & GENERAL NOTESL102SITE SURFACINGL201MATERIALS LAYOUTL202MATERIALS LAYOUTL203MATERIALS LAYOUTL204MATERIALS LAYOUTL205MATERIALS LAYOUTL206MATERIALS LAYOUTL207MATERIALS LAYOUTL208MATERIALS LAYOUTL209MATERIALS LAYOUTL300PLANTING INDEXL301PLANTING LAYOUTL302PLANTING LAYOUTL303PLANTING LAYOUTL304PLANTING LAYOUTL305PLANTING LAYOUTL306PLANTING LAYOUTL307PLANTING LAYOUTL308PLANTING LAYOUTL309PLANTING LAYOUTL401LANDSCAPE DETAILSL402LANDSCAPE DETAILSL403LANDSCAPE DETAILSL404LANDSCAPE DETAILSL405LANDSCAPE DETAILSL406LANDSCAPE DETAILS748 Refrigerator T25UPDNUPDNDNDNUPDN21032969.76san INV E21034969.83san INV W167216161616241616161616168GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGggggggGin© 2021 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSNOT FORCONSTRUCTION CERTIFICATION209 South LaSalle StreetThe RookerySuite 920Chicago, IL60604312.279.0470www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211.17.2360% DD PAGE TURN800 WASHINGTON AVE N. #103MINNEAPOLIS, MN 55401www.hkgi.comL102312.01.23100% DD PACKAGE401.18.2360% CD REVIEW502.08.2375% CD REVIEW-02.16.23DEVELOPMENT SUBMITTALSITE SURFACING060'30'15'STREET LIGHTPEDESTRIAN LIGHTBOLLARD LIGHTBOLLARD - NO LIGHTTREE & FLAG UP LIGHTPICKLEBALL & SKATE LIGHTINTEGRAL WALL STRIP LIGHTLIT HAND RAILCAFE LIGHTSIN GRADE MEMORIAL LIGHTINGGFCI - INTEGRAL TO FIXTUREGFCI - PEDESTALGFCI - IN GRADESURFACING KEY:CONCRETE WALKCONCRETE WALK - HEATEDBITUMINOUS SKATE PAVEMENTPOUR IN PLACE PLAY SURFACINGDECOMPOSED GRANITEPLANTING BEDBITUMINOUS PICKLEBALL COURTROCK MULCH - SEE DETAILSSODCIP WALL, SEE PLAN DETAILELECTRICAL KEYBOULDERSBENCHBENCH BACKLESSSWING BENCHTWIG BENCHSPORT COURT SEATINGW/OPTIONAL UMBRELLA30" ROUND TABLE W/(4) CHAIRSPLANTERBIKE LOOPBIKE REPAIRDRINKING FOUNTAINLITTER/RECYCLE RECEPTACLESSITE FURNISHINGS KEYGgGin749 © 2021 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSNOT FORCONSTRUCTION CERTIFICATION209 South LaSalle StreetThe RookerySuite 920Chicago, IL60604312.279.0470www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211.17.2360% DD PAGE TURN800 WASHINGTON AVE N. #103MINNEAPOLIS, MN 55401www.hkgi.comL201312.01.23100% DD PACKAGE401.18.2360% CD REVIEW502.08.2375% CD REVIEW-02.16.23DEVELOPMENT SUBMITTAL020'10'5'STREET LIGHTPEDESTRIAN LIGHTBOLLARD LIGHTBOLLARD - NO LIGHTTREE & FLAG UP LIGHTPICKLEBALL & SKATE LIGHTINTEGRAL WALL STRIP LIGHTLIT HAND RAILCAFE LIGHTSIN GRADE MEMORIAL LIGHTINGGFCI - INTEGRAL TO FIXTUREGFCI - PEDESTALGFCI - IN GRADESURFACING KEY:CONCRETE WALKCONCRETE WALK - HEATEDBITUMINOUS SKATE PAVEMENTPOUR IN PLACE PLAY SURFACINGDECOMPOSED GRANITEPLANTING BEDBITUMINOUS PICKLEBALL COURTROCK MULCH - SEE DETAILSSODCIP WALL, SEE PLAN DETAILELECTRICAL KEYBOULDERSBENCHBENCH BACKLESSSWING BENCHTWIG BENCHSPORT COURT SEATINGW/OPTIONAL UMBRELLA30" ROUND TABLE W/(4) CHAIRSPLANTERBIKE LOOPBIKE REPAIRDRINKING FOUNTAINLITTER/RECYCLE RECEPTACLESSITE FURNISHINGS KEYGgGinTREES SHOWN FOR LAYOUTREFERENCE:REFER TO PLANTING PLANSMATERIALSLAYOUTSEE ELECTRICALREPLACE WEST CURB LINE,SEE CIVIL750 Refrigerator T25GGGGGGGGGGGGGG© 2021 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSNOT FORCONSTRUCTION CERTIFICATION209 South LaSalle StreetThe RookerySuite 920Chicago, IL60604312.279.0470www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211.17.2360% DD PAGE TURN800 WASHINGTON AVE N. #103MINNEAPOLIS, MN 55401www.hkgi.comL202312.01.23100% DD PACKAGE401.18.2360% CD REVIEW502.08.2375% CD REVIEW-02.16.23DEVELOPMENT SUBMITTALRE-PAVE TO 10FT CONC WALK- ALTERNATELIGHT, SEE ELECTRICAL020'10'5'MATERIALSLAYOUTSTREET LIGHTPEDESTRIAN LIGHTBOLLARD LIGHTBOLLARD - NO LIGHTTREE & FLAG UP LIGHTPICKLEBALL & SKATE LIGHTINTEGRAL WALL STRIP LIGHTLIT HAND RAILCAFE LIGHTSIN GRADE MEMORIAL LIGHTINGGFCI - INTEGRAL TO FIXTUREGFCI - PEDESTALGFCI - IN GRADESURFACING KEY:CONCRETE WALKCONCRETE WALK - HEATEDBITUMINOUS SKATE PAVEMENTPOUR IN PLACE PLAY SURFACINGDECOMPOSED GRANITEPLANTING BEDBITUMINOUS PICKLEBALL COURTROCK MULCH - SEE DETAILSSODCIP WALL, SEE PLAN DETAILELECTRICAL KEYBOULDERSBENCHBENCH BACKLESSSWING BENCHTWIG BENCHSPORT COURT SEATINGW/OPTIONAL UMBRELLA30" ROUND TABLE W/(4) CHAIRSPLANTERBIKE LOOPBIKE REPAIRDRINKING FOUNTAINLITTER/RECYCLE RECEPTACLESSITE FURNISHINGS KEYGgGinTREES SHOWN FOR LAYOUTREFERENCE:REFER TO PLANTING PLANS751 GGGRELOCATEEX. LIGHTPOLE?10ft bit trail extension - alternate(10) FIRE© 2021 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSNOT FORCONSTRUCTION CERTIFICATION209 South LaSalle StreetThe RookerySuite 920Chicago, IL60604312.279.0470www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211.17.2360% DD PAGE TURN800 WASHINGTON AVE N. #103MINNEAPOLIS, MN 55401www.hkgi.comL203312.01.23100% DD PACKAGE401.18.2360% CD REVIEW502.08.2375% CD REVIEW-02.16.23DEVELOPMENT SUBMITTAL020'10'5'MATERIALSLAYOUTSTREET LIGHTPEDESTRIAN LIGHTBOLLARD LIGHTBOLLARD - NO LIGHTTREE & FLAG UP LIGHTPICKLEBALL & SKATE LIGHTINTEGRAL WALL STRIP LIGHTLIT HAND RAILCAFE LIGHTSIN GRADE MEMORIAL LIGHTINGGFCI - INTEGRAL TO FIXTUREGFCI - PEDESTALGFCI - IN GRADESURFACING KEY:CONCRETE WALKCONCRETE WALK - HEATEDBITUMINOUS SKATE PAVEMENTPOUR IN PLACE PLAY SURFACINGDECOMPOSED GRANITEPLANTING BEDBITUMINOUS PICKLEBALL COURTROCK MULCH - SEE DETAILSSODCIP WALL, SEE PLAN DETAILELECTRICAL KEYBOULDERSBENCHBENCH BACKLESSSWING BENCHTWIG BENCHSPORT COURT SEATINGW/OPTIONAL UMBRELLA30" ROUND TABLE W/(4) CHAIRSPLANTERBIKE LOOPBIKE REPAIRDRINKING FOUNTAINLITTER/RECYCLE RECEPTACLESSITE FURNISHINGS KEYGgGinTREES SHOWN FOR LAYOUTREFERENCE:REFER TO PLANTING PLANS752 GGGGG© 2021 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSNOT FORCONSTRUCTION CERTIFICATION209 South LaSalle StreetThe RookerySuite 920Chicago, IL60604312.279.0470www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211.17.2360% DD PAGE TURN800 WASHINGTON AVE N. #103MINNEAPOLIS, MN 55401www.hkgi.comL204312.01.23100% DD PACKAGE401.18.2360% CD REVIEW502.08.2375% CD REVIEW-02.16.23DEVELOPMENT SUBMITTAL020'10'5'MATERIALSLAYOUTSTREET LIGHTPEDESTRIAN LIGHTBOLLARD LIGHTBOLLARD - NO LIGHTTREE & FLAG UP LIGHTPICKLEBALL & SKATE LIGHTINTEGRAL WALL STRIP LIGHTLIT HAND RAILCAFE LIGHTSIN GRADE MEMORIAL LIGHTINGGFCI - INTEGRAL TO FIXTUREGFCI - PEDESTALGFCI - IN GRADESURFACING KEY:CONCRETE WALKCONCRETE WALK - HEATEDBITUMINOUS SKATE PAVEMENTPOUR IN PLACE PLAY SURFACINGDECOMPOSED GRANITEPLANTING BEDBITUMINOUS PICKLEBALL COURTROCK MULCH - SEE DETAILSSODCIP WALL, SEE PLAN DETAILELECTRICAL KEYBOULDERSBENCHBENCH BACKLESSSWING BENCHTWIG BENCHSPORT COURT SEATINGW/OPTIONAL UMBRELLA30" ROUND TABLE W/(4) CHAIRSPLANTERBIKE LOOPBIKE REPAIRDRINKING FOUNTAINLITTER/RECYCLE RECEPTACLESSITE FURNISHINGS KEYGgGinTREES SHOWN FOR LAYOUTREFERENCE:REFER TO PLANTING PLANS753 KIOSKLEAF"SIGN"17 risers with landing- VERIFY LOWER PARKING WINDOW OPENNINGKERBERSTREETPARKINGWORKNEW SURMOUNTABLE CURBFOR SNOW STORAGE AREAS,DRAINTILE TO STORM - ROCK MULCHCENTEREX. MONUMENT LIBRARY SIGNBOOK DROPKERBER STREET BUMPOUT????/CROSSINGWORKAND LIGHTING - GET ACTUAL DIMENSIONS AND ADA FIGURED OUT.include a raised conc. base with strip lightgingno room for seat walls. 3ft clear all aroundRELOCATED LIBRARYSCULPTURECIVIL TO ADD ADA WALKGGGDROPOFFHILLSIDESIGNEXISTINGPARKINGDECK© 2021 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSNOT FORCONSTRUCTION CERTIFICATION209 South LaSalle StreetThe RookerySuite 920Chicago, IL60604312.279.0470www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211.17.2360% DD PAGE TURN800 WASHINGTON AVE N. #103MINNEAPOLIS, MN 55401www.hkgi.comL205312.01.23100% DD PACKAGE401.18.2360% CD REVIEW502.08.2375% CD REVIEW-02.16.23DEVELOPMENT SUBMITTAL020'10'5'MATERIALSLAYOUTSTREET LIGHTPEDESTRIAN LIGHTBOLLARD LIGHTBOLLARD - NO LIGHTTREE & FLAG UP LIGHTPICKLEBALL & SKATE LIGHTINTEGRAL WALL STRIP LIGHTLIT HAND RAILCAFE LIGHTSIN GRADE MEMORIAL LIGHTINGGFCI - INTEGRAL TO FIXTUREGFCI - PEDESTALGFCI - IN GRADESURFACING KEY:CONCRETE WALKCONCRETE WALK - HEATEDBITUMINOUS SKATE PAVEMENTPOUR IN PLACE PLAY SURFACINGDECOMPOSED GRANITEPLANTING BEDBITUMINOUS PICKLEBALL COURTROCK MULCH - SEE DETAILSSODCIP WALL, SEE PLAN DETAILELECTRICAL KEYBOULDERSBENCHBENCH BACKLESSSWING BENCHTWIG BENCHSPORT COURT SEATINGW/OPTIONAL UMBRELLA30" ROUND TABLE W/(4) CHAIRSPLANTERBIKE LOOPBIKE REPAIRDRINKING FOUNTAINLITTER/RECYCLE RECEPTACLESSITE FURNISHINGS KEYGgGinTREES SHOWN FOR LAYOUTREFERENCE:REFER TO PLANTING PLANS754 Refrigerator 167216161616241616161616168GGGGGGGGGGGGGGGgggggGin© 2021 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSNOT FORCONSTRUCTION CERTIFICATION209 South LaSalle StreetThe RookerySuite 920Chicago, IL60604312.279.0470www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211.17.2360% DD PAGE TURN800 WASHINGTON AVE N. #103MINNEAPOLIS, MN 55401www.hkgi.comL206312.01.23100% DD PACKAGE401.18.2360% CD REVIEW502.08.2375% CD REVIEW-02.16.23DEVELOPMENT SUBMITTALMATERIAL/ LAYOUT NOTES:020'10'5'MATERIALSLAYOUTSTREET LIGHTPEDESTRIAN LIGHTBOLLARD LIGHTBOLLARD - NO LIGHTTREE & FLAG UP LIGHTPICKLEBALL & SKATE LIGHTINTEGRAL WALL STRIP LIGHTLIT HAND RAILCAFE LIGHTSIN GRADE MEMORIAL LIGHTINGGFCI - INTEGRAL TO FIXTUREGFCI - PEDESTALGFCI - IN GRADESURFACING KEY:CONCRETE WALKCONCRETE WALK - HEATEDBITUMINOUS SKATE PAVEMENTPOUR IN PLACE PLAY SURFACINGDECOMPOSED GRANITEPLANTING BEDBITUMINOUS PICKLEBALL COURTROCK MULCH - SEE DETAILSSODCIP WALL, SEE PLAN DETAILELECTRICAL KEYBOULDERSBENCHBENCH BACKLESSSWING BENCHTWIG BENCHSPORT COURT SEATINGW/OPTIONAL UMBRELLA30" ROUND TABLE W/(4) CHAIRSPLANTERBIKE LOOPBIKE REPAIRDRINKING FOUNTAINLITTER/RECYCLE RECEPTACLESSITE FURNISHINGS KEYGgGinTREES SHOWN FOR LAYOUTREFERENCE:REFER TO PLANTING PLANS755 GGG© 2021 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSNOT FORCONSTRUCTION CERTIFICATION209 South LaSalle StreetThe RookerySuite 920Chicago, IL60604312.279.0470www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211.17.2360% DD PAGE TURN800 WASHINGTON AVE N. #103MINNEAPOLIS, MN 55401www.hkgi.comL207312.01.23100% DD PACKAGE401.18.2360% CD REVIEW502.08.2375% CD REVIEW-02.16.23DEVELOPMENT SUBMITTAL020'10'5'MATERIALSLAYOUTSTREET LIGHTPEDESTRIAN LIGHTBOLLARD LIGHTBOLLARD - NO LIGHTTREE & FLAG UP LIGHTPICKLEBALL & SKATE LIGHTINTEGRAL WALL STRIP LIGHTLIT HAND RAILCAFE LIGHTSIN GRADE MEMORIAL LIGHTINGGFCI - INTEGRAL TO FIXTUREGFCI - PEDESTALGFCI - IN GRADESURFACING KEY:CONCRETE WALKCONCRETE WALK - HEATEDBITUMINOUS SKATE PAVEMENTPOUR IN PLACE PLAY SURFACINGDECOMPOSED GRANITEPLANTING BEDBITUMINOUS PICKLEBALL COURTROCK MULCH - SEE DETAILSSODCIP WALL, SEE PLAN DETAILELECTRICAL KEYBOULDERSBENCHBENCH BACKLESSSWING BENCHTWIG BENCHSPORT COURT SEATINGW/OPTIONAL UMBRELLA30" ROUND TABLE W/(4) CHAIRSPLANTERBIKE LOOPBIKE REPAIRDRINKING FOUNTAINLITTER/RECYCLE RECEPTACLESSITE FURNISHINGS KEYGgGinTREES SHOWN FOR LAYOUTREFERENCE:REFER TO PLANTING PLANS756 REPLACE INGROUNDMEMORIAL LIGHTSFLAG AND PLAQUE STAYASSUMED RESTORATION LIMITSLIBRARY LANDSCAPING AND IRRIGATION - NO CHANGE(2) RELOCATED FIRE MONUMENTSAND LIGHTING - GET ACTUAL DIMENSIONS AND ADA FIGURED OUT.include a raised conc. base with strip lightgingno room for seat walls. 3ft clear all aroundhow far do paver replacement extend here? LIBRARYPARALLEL PARKING VETERAN'SMEMORIAL© 2021 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSNOT FORCONSTRUCTION CERTIFICATION209 South LaSalle StreetThe RookerySuite 920Chicago, IL60604312.279.0470www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211.17.2360% DD PAGE TURN800 WASHINGTON AVE N. #103MINNEAPOLIS, MN 55401www.hkgi.comL208312.01.23100% DD PACKAGE401.18.2360% CD REVIEW502.08.2375% CD REVIEW-02.16.23DEVELOPMENT SUBMITTAL020'10'5'MATERIALSLAYOUTSTREET LIGHTPEDESTRIAN LIGHTBOLLARD LIGHTBOLLARD - NO LIGHTTREE & FLAG UP LIGHTPICKLEBALL & SKATE LIGHTINTEGRAL WALL STRIP LIGHTLIT HAND RAILCAFE LIGHTSIN GRADE MEMORIAL LIGHTINGGFCI - INTEGRAL TO FIXTUREGFCI - PEDESTALGFCI - IN GRADESURFACING KEY:CONCRETE WALKCONCRETE WALK - HEATEDBITUMINOUS SKATE PAVEMENTPOUR IN PLACE PLAY SURFACINGDECOMPOSED GRANITEPLANTING BEDBITUMINOUS PICKLEBALL COURTROCK MULCH - SEE DETAILSSODCIP WALL, SEE PLAN DETAILELECTRICAL KEYBOULDERSBENCHBENCH BACKLESSSWING BENCHTWIG BENCHSPORT COURT SEATINGW/OPTIONAL UMBRELLA30" ROUND TABLE W/(4) CHAIRSPLANTERBIKE LOOPBIKE REPAIRDRINKING FOUNTAINLITTER/RECYCLE RECEPTACLESSITE FURNISHINGS KEYGgGinTREES SHOWN FOR LAYOUTREFERENCE:REFER TO PLANTING PLANS757 UPDNUPDNDNDNUPDNGGGGg© 2021 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSNOT FORCONSTRUCTION CERTIFICATION209 South LaSalle StreetThe RookerySuite 920Chicago, IL60604312.279.0470www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211.17.2360% DD PAGE TURN800 WASHINGTON AVE N. #103MINNEAPOLIS, MN 55401www.hkgi.comL209312.01.23100% DD PACKAGE401.18.2360% CD REVIEW502.08.2375% CD REVIEW-02.16.23DEVELOPMENT SUBMITTAL020'10'5'MATERIALSLAYOUTSTREET LIGHTPEDESTRIAN LIGHTBOLLARD LIGHTBOLLARD - NO LIGHTTREE & FLAG UP LIGHTPICKLEBALL & SKATE LIGHTINTEGRAL WALL STRIP LIGHTLIT HAND RAILCAFE LIGHTSIN GRADE MEMORIAL LIGHTINGGFCI - INTEGRAL TO FIXTUREGFCI - PEDESTALGFCI - IN GRADESURFACING KEY:CONCRETE WALKCONCRETE WALK - HEATEDBITUMINOUS SKATE PAVEMENTPOUR IN PLACE PLAY SURFACINGDECOMPOSED GRANITEPLANTING BEDBITUMINOUS PICKLEBALL COURTROCK MULCH - SEE DETAILSSODCIP WALL, SEE PLAN DETAILELECTRICAL KEYBOULDERSBENCHBENCH BACKLESSSWING BENCHTWIG BENCHSPORT COURT SEATINGW/OPTIONAL UMBRELLA30" ROUND TABLE W/(4) CHAIRSPLANTERBIKE LOOPBIKE REPAIRDRINKING FOUNTAINLITTER/RECYCLE RECEPTACLESSITE FURNISHINGS KEYGgGinTREES SHOWN FOR LAYOUTREFERENCE:REFER TO PLANTING PLANS758 RefrigeratorT25GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGggggggGinGENERAL NOTES:© 2021 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERISSUE # DATE DESCRIPTIONPROJECT TITLECONSULTANTSNOT FORCONSTRUCTIONCERTIFICATION209 South LaSalle StreetThe RookerySuite 920Chicago, IL60604312.279.0470www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering2 11.17.23 60% DD PAGE TURN800 WASHINGTON AVE N. #103MINNEAPOLIS, MN 55401www.hkgi.comL3003 12.01.23 100% DD PACKAGE4 01.18.23 60% CD REVIEW5 02.08.23 75% CD REVIEW- 02.16.23 DEVELOPMENT SUBMITTALL301L302L303L305L306L307L308L309L304PLANTING INDEXPLANT SCHEDULEPLANTING INDEXPLANTING NOTES:PLANTING SCHEDULE IN PROCESS - TREES AND SHRUBS OVER 3FT TALL ARELABELED ON PLANS.LOW SHRUBS AND PERENNIAL BEDS AND SPECIES STILL UNDERGOING FINAL DESIGN.M:\Chanhassen\023-039 Civic Campus Improvements\5 Autocad\Construction Documents\Sheets\023-039 L SHEETS PLANTING.dwg, 2/16/2024 2:03:01 PM, DWG To PDF.pc3759 0SCALE: 1" = 10'-0"20'10'5'© 2021 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERISSUE # DATE DESCRIPTIONPROJECT TITLECONSULTANTSNOT FORCONSTRUCTIONCERTIFICATION209 South LaSalle StreetThe RookerySuite 920Chicago, IL60604312.279.0470www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering2 11.17.23 60% DD PAGE TURN800 WASHINGTON AVE N. #103MINNEAPOLIS, MN 55401www.hkgi.comL3013 12.01.23 100% DD PACKAGE4 01.18.23 60% CD REVIEW5 02.08.23 75% CD REVIEW- 02.16.23 DEVELOPMENT SUBMITTALPLANT MATERIAL KEYPLANTINGLAYOUTM:\Chanhassen\023-039 Civic Campus Improvements\5 Autocad\Construction Documents\Sheets\023-039 L SHEETS PLANTING.dwg, 2/16/2024 1:57:42 PM, DWG To PDF.pc3760 RefrigeratorT25GGGGGGGGGGGGGGG© 2021 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERISSUE # DATE DESCRIPTIONPROJECT TITLECONSULTANTSNOT FORCONSTRUCTIONCERTIFICATION209 South LaSalle StreetThe RookerySuite 920Chicago, IL60604312.279.0470www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering2 11.17.23 60% DD PAGE TURN800 WASHINGTON AVE N. #103MINNEAPOLIS, MN 55401www.hkgi.comL3023 12.01.23 100% DD PACKAGE4 01.18.23 60% CD REVIEW5 02.08.23 75% CD REVIEW- 02.16.23 DEVELOPMENT SUBMITTAL0SCALE: 1" = 10'-0"20'10'5'PLANT MATERIAL KEYPLANTINGLAYOUTM:\Chanhassen\023-039 Civic Campus Improvements\5 Autocad\Construction Documents\Sheets\023-039 L SHEETS PLANTING.dwg, 2/16/2024 1:57:52 PM, DWG To PDF.pc3761 GGGRELOCEX. LIGPOLE?10ft bit trail extension - alternate(10) FIRE© 2021 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERISSUE # DATE DESCRIPTIONPROJECT TITLECONSULTANTSNOT FORCONSTRUCTIONCERTIFICATION209 South LaSalle StreetThe RookerySuite 920Chicago, IL60604312.279.0470www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering2 11.17.23 60% DD PAGE TURN800 WASHINGTON AVE N. #103MINNEAPOLIS, MN 55401www.hkgi.comL3033 12.01.23 100% DD PACKAGE4 01.18.23 60% CD REVIEW5 02.08.23 75% CD REVIEW- 02.16.23 DEVELOPMENT SUBMITTAL0SCALE: 1" = 10'-0"20'10'5'PLANT MATERIAL KEYPLANTINGLAYOUTM:\Chanhassen\023-039 Civic Campus Improvements\5 Autocad\Construction Documents\Sheets\023-039 L SHEETS PLANTING.dwg, 2/16/2024 1:58:02 PM, DWG To PDF.pc3762 GGG© 2021 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERISSUE # DATE DESCRIPTIONPROJECT TITLECONSULTANTSNOT FORCONSTRUCTIONCERTIFICATION209 South LaSalle StreetThe RookerySuite 920Chicago, IL60604312.279.0470www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering2 11.17.23 60% DD PAGE TURN800 WASHINGTON AVE N. #103MINNEAPOLIS, MN 55401www.hkgi.comL3043 12.01.23 100% DD PACKAGE4 01.18.23 60% CD REVIEW5 02.08.23 75% CD REVIEW- 02.16.23 DEVELOPMENT SUBMITTAL0SCALE: 1" = 10'-0"20'10'5'PLANT MATERIAL KEYPLANTINGLAYOUTM:\Chanhassen\023-039 Civic Campus Improvements\5 Autocad\Construction Documents\Sheets\023-039 L SHEETS PLANTING.dwg, 2/16/2024 1:58:13 PM, DWG To PDF.pc3763 GG© 2021 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERISSUE # DATE DESCRIPTIONPROJECT TITLECONSULTANTSNOT FORCONSTRUCTIONCERTIFICATION209 South LaSalle StreetThe RookerySuite 920Chicago, IL60604312.279.0470www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering2 11.17.23 60% DD PAGE TURN800 WASHINGTON AVE N. #103MINNEAPOLIS, MN 55401www.hkgi.comL3053 12.01.23 100% DD PACKAGE4 01.18.23 60% CD REVIEW5 02.08.23 75% CD REVIEW- 02.16.23 DEVELOPMENT SUBMITTAL0SCALE: 1" = 10'-0"20'10'5'PLANT MATERIAL KEYPLANTINGLAYOUTM:\Chanhassen\023-039 Civic Campus Improvements\5 Autocad\Construction Documents\Sheets\023-039 L SHEETS PLANTING.dwg, 2/16/2024 1:58:22 PM, DWG To PDF.pc3764 GGGGGGGGGGGGGGGgggggGin© 2021 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERISSUE # DATE DESCRIPTIONPROJECT TITLECONSULTANTSNOT FORCONSTRUCTIONCERTIFICATION209 South LaSalle StreetThe RookerySuite 920Chicago, IL60604312.279.0470www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering2 11.17.23 60% DD PAGE TURN800 WASHINGTON AVE N. #103MINNEAPOLIS, MN 55401www.hkgi.comL3063 12.01.23 100% DD PACKAGE4 01.18.23 60% CD REVIEW5 02.08.23 75% CD REVIEW- 02.16.23 DEVELOPMENT SUBMITTAL0SCALE: 1" = 10'-0"20'10'5'PLANT MATERIAL KEYPLANTINGLAYOUTM:\Chanhassen\023-039 Civic Campus Improvements\5 Autocad\Construction Documents\Sheets\023-039 L SHEETS PLANTING.dwg, 2/16/2024 2:13:20 PM, DWG To PDF.pc3765 GGG© 2021 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERISSUE # DATE DESCRIPTIONPROJECT TITLECONSULTANTSNOT FORCONSTRUCTIONCERTIFICATION209 South LaSalle StreetThe RookerySuite 920Chicago, IL60604312.279.0470www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering2 11.17.23 60% DD PAGE TURN800 WASHINGTON AVE N. #103MINNEAPOLIS, MN 55401www.hkgi.comL3073 12.01.23 100% DD PACKAGE4 01.18.23 60% CD REVIEW5 02.08.23 75% CD REVIEW- 02.16.23 DEVELOPMENT SUBMITTAL0SCALE: 1" = 10'-0"20'10'5'PLANT MATERIAL KEYPLANTINGLAYOUTM:\Chanhassen\023-039 Civic Campus Improvements\5 Autocad\Construction Documents\Sheets\023-039 L SHEETS PLANTING.dwg, 2/16/2024 1:58:43 PM, DWG To PDF.pc3766 © 2021 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERISSUE # DATE DESCRIPTIONPROJECT TITLECONSULTANTSNOT FORCONSTRUCTIONCERTIFICATION209 South LaSalle StreetThe RookerySuite 920Chicago, IL60604312.279.0470www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering2 11.17.23 60% DD PAGE TURN800 WASHINGTON AVE N. #103MINNEAPOLIS, MN 55401www.hkgi.comL3083 12.01.23 100% DD PACKAGE4 01.18.23 60% CD REVIEW5 02.08.23 75% CD REVIEW- 02.16.23 DEVELOPMENT SUBMITTAL0SCALE: 1" = 10'-0"20'10'5'PLANT MATERIAL KEYPLANTINGLAYOUTM:\Chanhassen\023-039 Civic Campus Improvements\5 Autocad\Construction Documents\Sheets\023-039 L SHEETS PLANTING.dwg, 2/16/2024 1:58:52 PM, DWG To PDF.pc3767 GGGGg© 2021 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERISSUE # DATE DESCRIPTIONPROJECT TITLECONSULTANTSNOT FORCONSTRUCTIONCERTIFICATION209 South LaSalle StreetThe RookerySuite 920Chicago, IL60604312.279.0470www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering2 11.17.23 60% DD PAGE TURN800 WASHINGTON AVE N. #103MINNEAPOLIS, MN 55401www.hkgi.comL3093 12.01.23 100% DD PACKAGE4 01.18.23 60% CD REVIEW5 02.08.23 75% CD REVIEW- 02.16.23 DEVELOPMENT SUBMITTAL0SCALE: 1" = 10'-0"20'10'5'PLANT MATERIAL KEYPLANTINGLAYOUTM:\Chanhassen\023-039 Civic Campus Improvements\5 Autocad\Construction Documents\Sheets\023-039 L SHEETS PLANTING.dwg, 2/16/2024 1:59:03 PM, DWG To PDF.pc3768 PARKING STRUCTURE STAIRSXXXADJACENT GRADES MEET STAIRS - LANDSCAPE BEDNEW STAIRSKEEP EXPOSED BRICK THE SAMENEW HAND RAIL ATTACH TO WALL ,SIMILAR TO EXISTING HAND RAIL.NEW OUTSIDE HAND RAIL - SALVAGE EX. HANDRAILS?REPLACE EXISTING STAIRS AT SAME CONFIGURATION - NEEDFIELD VERIFICATION/SURVEY # OF TREADS AND LOCATIONREMOVING STAIRSKEEPING OPENING/RAILSTAIR HAND RAILATTACHED TO EX. BRICK WALLOUTER STAIR HAND RAILCORE DRILL TO CONC STAIRSLANDSCAPE BED - GRADESTO FOLLOW STAIRSPARKING LOT GRADEPARKING LOT WALL/PARAPETSHOULD NEW CONC STAIRSBE PINNED TO PARKING STRUCTURE WALL?SHOULD NEW CONC STAIRSBE PINNED TO PARKING STRUCTURE WALL?SHOULD NEW CONC STAIRSBE PINNED TO PARKING STRUCTURE WALL?SLOPE TO MEET GRADE AT PAVILION?© 2021 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSNOT FORCONSTRUCTION CERTIFICATION209 South LaSalle StreetThe RookerySuite 920Chicago, IL60604312.279.0470www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211.17.2360% DD PAGE TURN800 WASHINGTON AVE N. #103MINNEAPOLIS, MN 55401www.hkgi.comL401312.01.23100% DD PACKAGE401.18.2360% CD REVIEW502.08.2375% CD REVIEW-02.16.23DEVELOPMENT SUBMITTALLANDSCAPEDETAILS769 TYPICAL CONCRETE EXTERIOR STEPS AND HAND RAIL - NUMBER OF STEPS WILL VARY SEE GRADING PLAN2'-10"1'2'-10" 6"1'#4 REBAR 12" O.C. EACH WAY4" COMPACTED CLASS 5 BASE, TYP.COMPACTED SUBBASE, TYP.63 4"6"#3 REBAR EACH NOSE,1 " MIN COVERR4"R1 ' - 1 1 2"EXP. JT TYP.CONC. WALK,SEE PLANS1'1012"CONCRETE STAIRS PAID PER SFBROOM FINISH,SEE PLAN AND FIELD VERIFYNUMBER OT RISERSPIPE RAIL DESIGN SPECIAL: 3/16" X 1.5" DIASCHEDULE 40 ALUMINUM PIPE,BLACK POWDERCOAT FINISH.FIELD VERIFY DIMENSIONS AND SUPPLY SHOPDRAWINGS FOR APPROVALPAID PER LF.VARIES - PAID PER LFCORE DRILL AND EXPOXY IN MIN 6 INCHESPROVIDE 3" DIA. AL COVER 14 " PLATESUPPORTS ASNEEDED1'THREADDEPTHthis 12" extension might not be code anymorejust the thread length at same angle??CODE - HAND RAIL EVERY 5FT OF STAIR WIDTH2EQUAL TREAD HTS.REFER TO GRADING PLANS FORTOP/BOTTOM ELEVATIONSAND TREAD HTS AT EACH STAIR6"2FT DEEP, 18" TALLCIP SEAT WALLSAMPHITHEATER HILLSIDE STAIRS AND SEAT WALLUPPER 6FT WIDE WALKCENTER HAND RAILSTEPSCHEEK WALLON OUTSIDESTEPSGRADES ON OUTSIDESTEPS - PLANTING BEDSLOWER WIDE WALKSTAIR LANDINGCENTERHANDRAILCODE ALLOWS CENTER ONLYHAND RAIL AT AMPHITHEATERSCODE ALLOWS CENTER ONLYHAND RAIL AT AMPHITHEATERSSECTION THROUGH STEPSSECTION THROUGH SEAT WALLSPLAN VIEW DETAIL1REFER TO GRADING PLANFOR ELEVATIONS ANDTREAD HTS4'-6"2FT DEEP, 18" TALLCIP SEAT WALLS6'78TH STAIRS AND SEAT WALLUPPER WALKCENTER HAND RAILSTEPSCHEEK WALLON OUTSIDESTEPSGRADES ON OUTSIDESTEPS - PLANTING BEDSLOWER WALKSTAIR LANDINGCENTERHANDRAILamp hand rail - update to 78thSECTION THROUGH SEAT WALLS1TOP TREADTOP TREADTOP TREADLED LINEARLIGHTINGLED LINEARLIGHTINGLED LINEARLIGHTINGPLANTING BEDCIP WALLLENGTH VARIESSEE PLAN© 2021 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSNOT FORCONSTRUCTION CERTIFICATION209 South LaSalle StreetThe RookerySuite 920Chicago, IL60604312.279.0470www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211.17.2360% DD PAGE TURN800 WASHINGTON AVE N. #103MINNEAPOLIS, MN 55401www.hkgi.comL402312.01.23100% DD PACKAGE401.18.2360% CD REVIEW502.08.2375% CD REVIEW-02.16.23DEVELOPMENT SUBMITTALLANDSCAPEDETAILS770 2'-2"1'-6"6"2'CONCRETE SEAT WALLCONCRETE SEAT WALLSANDBLAST MEDIUM ALL EXPOSEDSURFACES#4 REBAR 1FT O.C. EACH WAYEXPANSION CONTROL JOINTS 3 PER RUN,WITH CLOSED CELL EXPANSION JOINT ANDJOINT SEALANT.SEE PLAN AND SPECIFICATIONS6" COMPACTED CLASS 56" WASHED 1.5" RIVER ROCKWRAPPED IN MIRAFI FABRICBEHIND WALLSSLOPE TOP TO DRAIN 1%6"6"6"0.5 " CHAMFER ALL EXPOSED EDGESAND AT CONTROL JOINTS32'-2"1'-6"6"2'CONCRETE SEAT WALL WITH BOULDER - PLAY OVERLOOKCONCRETE SEAT WALL W/LED LIGHT AT 78TH STPROVIDE ELECTRICAL TO WALLSSANDBLAST MEDIUM ALL EXPOSEDSURFACES#4 REBAR 1FT O.C. EACH WAYEXPANSION CONTROL JOINTS 3 PER RUN,WITH CLOSED CELL EXPANSION JOINT ANDJOINT SEALANT.SEE PLAN AND SPECIFICATIONS6" COMPACTED CLASS 56" WASHED 1.5" RIVER ROCKWRAPPED IN MIRAFI FABRICBEHIND WALLSSLOPE TOP TO DRAIN 1%6"6"6"REDUCE TO 1 INCH TOPSOILABOVE ROCK0.5 " CHAMFER ALL EXPOSED EDGESAND AT CONTROL JOINTS4EXPANSION JT/SEALER AT WALK LOCATIONSCONCRETE SEAT WALL WITH BOULDER - PLAY OVERLOOK- ELEVATION5EXPANSION MATERIAL BETWEENBOULDER AND CAST CONCRETECHAMFER CONCRETE AT EDGESFINISH GRADE2'-2"1'-6"6"2'CONCRETE SEAT WALLCONCRETE SEAT WALLSANDBLAST MEDIUM ALL EXPOSEDSURFACES#4 REBAR 1FT O.C. EACH WAYEXPANSION CONTROL JOINTS 3 PER RUN,WITH CLOSED CELL EXPANSION JOINT ANDJOINT SEALANT.SEE PLAN AND SPECIFICATIONS6" COMPACTED CLASS 56" WASHED 1.5" RIVER ROCKWRAPPED IN MIRAFI FABRICBEHIND WALLSSLOPE TOP TO DRAIN 1%6"6"6"0.5 " CHAMFER ALL EXPOSED EDGESAND AT CONTROL JOINTS3© 2021 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSNOT FORCONSTRUCTION CERTIFICATION209 South LaSalle StreetThe RookerySuite 920Chicago, IL60604312.279.0470www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211.17.2360% DD PAGE TURN800 WASHINGTON AVE N. #103MINNEAPOLIS, MN 55401www.hkgi.comL403312.01.23100% DD PACKAGE401.18.2360% CD REVIEW502.08.2375% CD REVIEW-02.16.23DEVELOPMENT SUBMITTALLANDSCAPEDETAILSCIP SEAT WALL - ELEVATION WITH BOULDERCIP SEAT WALL - ELEVATION VIEW WITH FINISH/REVEALCIP SEAT WALL - LED LIGHT INSTALL DETAIL771 STAGE CONCRETE RAMP SECTIONSTAGE CONCRETE NS SECTION - ADJUST TO FIT FINAL SIZE32STAGE PLAN VIEW1STAGE BACK RAIL4© 2021 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSNOT FORCONSTRUCTION CERTIFICATION209 South LaSalle StreetThe RookerySuite 920Chicago, IL60604312.279.0470www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211.17.2360% DD PAGE TURN800 WASHINGTON AVE N. #103MINNEAPOLIS, MN 55401www.hkgi.comL404312.01.23100% DD PACKAGE401.18.2360% CD REVIEW502.08.2375% CD REVIEW-02.16.23DEVELOPMENT SUBMITTALLANDSCAPEDETAILSALT - PAVILION ADA SWITCH BACK WITH RETAINING WALLS AND RAILING772 42"STEEL CABLE RAILMODIFIED ASHTOP RAIL 6FT SECTIONSWELDED TUBESTEEL BOTTOM RAILRAIL AT PLAY AREA BALCONY SECTION6ANCHOR TO THICKENED WALK42"STEEL CABLE RAILMODIFIED ASH TOP RAILWELDED TUBESTEEL POSTSWELDED TUBESTEEL BOTTOM RAILRAIL AT PLAY AREA BALCONY5LANDSCAPE FORMS DOUBLE SWING BENCHXXXPROVIDE STRUCTURAL ENGINEER SIGNED FOOTING DESIGNVERIFY CLEAR ZONEWOOD SLAT BENCHPOWDERCOATED CARBON STEEL© 2021 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSNOT FORCONSTRUCTION CERTIFICATION209 South LaSalle StreetThe RookerySuite 920Chicago, IL60604312.279.0470www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211.17.2360% DD PAGE TURN800 WASHINGTON AVE N. #103MINNEAPOLIS, MN 55401www.hkgi.comL405312.01.23100% DD PACKAGE401.18.2360% CD REVIEW502.08.2375% CD REVIEW-02.16.23DEVELOPMENT SUBMITTALLANDSCAPEDETAILS773 22'1'7'-3"CUSTOM LEAF OUTLINE SIGN AT LIBRARY DROP OFFCONCRETE FTG4" X 12" WELDED "TUBE"LEAF OUTLINE - POWDERCOAT FINISH1INCORPORATE LED RECESS"PUCK" LIGHTS INSIDE SURFACE- QTY 6TYPICAL FOR EACH LEAFEXPOSEDCONCRETESUPPORTELECT. CONDUIT© 2021 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSNOT FORCONSTRUCTION CERTIFICATION209 South LaSalle StreetThe RookerySuite 920Chicago, IL60604312.279.0470www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211.17.2360% DD PAGE TURN800 WASHINGTON AVE N. #103MINNEAPOLIS, MN 55401www.hkgi.comL406312.01.23100% DD PACKAGE401.18.2360% CD REVIEW502.08.2375% CD REVIEW-02.16.23DEVELOPMENT SUBMITTALKIOSK - SINGLE SIDED AND DOUBLE SIDEDLANDSCAPEDETAILSREVIEW W ITH S IGN FABR ICATOR - ADD DETA ILSDIGITAL MONUMENT SIGN AT 78THREVIEW W ITH S IGN FABR ICATOR - ADD DETA ILSGET C ITY PREFERENCE ON WAYF IND ING S IGNAGE 774 ALT - PICKLEBALL PAVEMENT DETAIL - WITH SAND CORRECTION5EDGE OF PIPCOMPACTED SUBGRADECOMPACTED CLASS 5 BASEVARIES6" CONC. WALK,6"VARIES (SEE LAYOUT PLAN FOR DIM.)6"6"6"6" COMPACTED CLASS 5 BASERESILIENT SURFACING (PIP)12" WEARING COURSEPIP BASE COURSE THICKNESSDETERMINED BY FALL HEIGHT(12" MIN.-3.5") - PLAY EQUIPMENTMANUFACTURERS TO PROVIDE DEPTH OFPIP RESILIENT SURFACING WITHIN SAFETYZONES OF THEIR EQUIPMENT)PIP PLAY SAFETY SURFACING -BY OTHERS36"1'EXPANSION JOINTS EVERY 30' O.C.USE 2-#5 X 12" LONG EPOXY COATED DOWELSCONTRACTION JOINTS EVERY 10FT O.C.1'ADJACENT SURFACINGVARIES, SEE PLANPIP, CONCRETE1" HOLD DOWN FOR PLANTING BED CONDITION#4 REBAR, 7" O.C., MIN 2" COVER6" APPROVED GRANULAR BORROW,RECYCLED CLASS 5 AGGREGATEBASE, ORSAND COMPACTED TO 95%, ASTMD1557 (SEE SPECS)1"R6" CONCRETE RAISED LANDSCAPE EDGER - AT PLAY AREA PLANTINGS4"2LANDSCAPE CONC. CURBMED. BROOM FINISH6 INCH CONCRETE AT SPLASH PAD1DECOMPOSED GRANITE4© 2021 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSNOT FORCONSTRUCTION CERTIFICATION209 South LaSalle StreetThe RookerySuite 920Chicago, IL60604312.279.0470www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211.17.2360% DD PAGE TURN800 WASHINGTON AVE N. #103MINNEAPOLIS, MN 55401www.hkgi.comL407312.01.23100% DD PACKAGE401.18.2360% CD REVIEW502.08.2375% CD REVIEW-02.16.23DEVELOPMENT SUBMITTALLANDSCAPEDETAILSCOORDINATE W ITH C IV IL DETA IL SECT IONS 775 DRINKING FOUNTAIN DRAINAGE VAULT- ALTERNATETOP VIEWBOLT CENTERED UNDER ADA ARMNOTE: ANCHORED INSIDE OF PEDESTAL46 3/4"WATERC/L OF WASTEDRINKING FOUNTAIN CONCRETE PAD - ALTERNATE128'PARKING LOT POLE,ON RAISED CONCRETE FTG8'KEEP 8FT CLEAR OFTREES FOR SNOWSTORAGEGEO FABRICRIP RAP TYPE 3RANDOM LIMESTONE BOULDERSPLACE PER PLANPLANTING BEDDRAIN TILE - VERIFY WITH STORM UTILITY PLANROCK MULCH STREAM BED3PARKING LOT CURB,SEE CIVILPLANTING BEDBOULDER - IN SLOPE4FLAGSTONE IN DECOMPOSED GRANITE6METAL LANDSCAPE EDGERMETAL LANDSCAPE EDGERFLAGSTONE SIZEAVERAGE 24" DIAMETERSET 2" THICK FLAGSTONELEVEL WITH TOP OFDECOMPOSEDGRANITEFLAG POLE - SECTION5BIKE REPAIR STATION2L92'-0"2'-0"TREE ACCENT LIGHT LOCATIONS1XXPIVOT LIGHT TO AIM TO MIDDLEOF TREE CANOPY(APPROX. 6FT)ACCENT LIGHT - TREE, SEEELECTRICAL SCHEDULE.SET 2FT TO EITHER SIDE OFPROPOSED TREE PLANTING© 2021 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSNOT FORCONSTRUCTION CERTIFICATION209 South LaSalle StreetThe RookerySuite 920Chicago, IL60604312.279.0470www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211.17.2360% DD PAGE TURN800 WASHINGTON AVE N. #103MINNEAPOLIS, MN 55401www.hkgi.comL408312.01.23100% DD PACKAGE401.18.2360% CD REVIEW502.08.2375% CD REVIEW-02.16.23DEVELOPMENT SUBMITTALLANDSCAPEDETAILSPOLE HTS , SALVAGE OR NEW? 776 PICKLEBALL COURT SURFACING DETAIL64 FT6FT MIN.48" MIN. DEPTH 3A32 CONCRETE FOOTINGS (4000PSI) AT ALL END,CORNER, GATE POSTS, AND AS SHOWN ON PLANS. SLEEVE ALLPOSTS WITHIN CONCRETE LOCATIONS AND FILL VOIDS WITHPOLYURETHANE JOINT SEALANT OR APPROVED EQUAL, SEE SPECS.HOLD FTG TOP DOWN 6 INCHES FROM FINISH GRADE/PAVEMENT TOPTOP OF SURFACING/PAVEMENT - FINISH GRADEBALL CAP WITH SET SCREW OR SPOT WELDED (TYP.)END AND/OR CORNER POSTS 3" 0.D. SCH. 40 GALV. SEE SPECS.TENSION BAR (TYP.)TENSION BAR BANDS/CLIPS @ 12" O.C.SLEEVE ALL POSTS, SEE SPECSBOTTOM OF FABRIC @ 1/2" (MAX.) FROM FINISHED GRADE1 5/8" O.D. BOTTOM RAIL (TYP.)9 GAUGE WIRE TIES ALONG TOP, MIDDLE AND BOTTOM RAILS @ 12" O.C.(TYP.). HOLD FABRIC TOP BELOW MID POINT OF TOP RAIL TO REDUCEUSER CONFLICTS1 5/8" O.D. TOP RAIL (TYP.)48" MINIMUM 1'-0"8FT MAX2 12" O.D. LINE POSTS (TYP.)48" MIN. DEPTH 3A32 CONCRETE FOOTINGS (4000PSI) AT ALL END,CORNER, GATE POSTS, AND AS SHOWN ON PLANS. SLEEVE ALLPOSTS WITHIN CONCRETE LOCATIONS AND FILL VOIDS WITHPOLYURETHANE JOINT SEALANT OR APPROVED EQUAL, SEE SPECS.HOLD FTG TOP DOWN 6 INCHES FROM FINISH GRADE/PAVEMENT TOPTOP OF SURFACING/PAVEMENT - FINISHGRADESLEEVE ALL POSTS, SEE SPECSBOTTOM OF FABRIC @ 1/2" (MAX.) FROM FINISHED GRADE1 58" O.D. BOTTOM RAIL (TYP.)9 GAUGE WIRE TIES ALONG TOP, MIDDLE ANDBOTTOM RAILS @ 12" O.C. (TYP.)1 58" O.D. MIDDLE RAIL (TYP.)TENSION BAR BANDS/CLIPS @ 12" O.C.TENSION BAR (TYP.)FABRIC TO BE 9 A.S.W. GAUGE GALVANIZED STEEL CORE, 1.75"DIAMOND MESHKNUCKLED SELVAGE AT TOP AND BOTTOM (TYP.)END AND/OR CORNER POSTS 3" 0.D. SCH. 40 GALV.SEE SPECS.BALL CAP WITH SET SCREW OR SPOT WELDED (TYP.)1 58" O.D. TOP RAIL (TYP.)O.D.LINEPOSTS(TYP.)6 FT MIN 8 FT 6 FT MAX48" MIN. DEPTH 12" DIA. CONCRETEFOOTINGS. SLEEVE ALL POSTS AND FILLVOIDS WITH POLYURETHANE JOINTSEALANT OR APPROVED EQUAL, SEESPECS.BOTTOM HINGE (90 DEG. SWING)BOTTOM OF FABRIC @ 1/2" (MAX.)FROM FINISHED GRADE2" O.D. BOTTOM RAIL (TYP.)9 GAUGE WIRE TIES ALONG TOP, MIDDLE ANDBOTTOM RAILS @ 12" O.C. (TYP.)TENSION BAR BANDS/CLIPS @ 12" O.C.1 58" O.D. MIDDLE RAIL (TYP.)TENSION BAR (TYP.)1.75" MESH CHAIN LINK FABRIC 9 GAUGEGALVANIZED FENCINGEND POSTS 3" 0.D. SCH. 40 GALV. SEE SPECS.2" O.D. TOP RAIL (TYP.)HEAVY-DUTY AND LOCKABLE FORK LATCH (TYP.)MIN.32" WIDE PEDESTRIAN GATE IN 36" WIDEOPENINGTOP HINGE (180 DEG. SWING) 2 PER LEAFKNUCKLED SELVAGE AT TOP AND BOTTOM (TYP.)BALL CAP WITH SET SCREW OR SPOTWELDED (TYP.)6 FT FENCE TOPPER AT PICKLE BALL INTERIORFENCING.NO FENCE TOPPER AT SKATE PARK FENCINGSEE SPEC FORBID ITEM: 6FT ACOUSTICBARRIER-OR-BID ITEM: 6FT WIND SCREENREFER TO PLAN FORLOCATIONSEE PLANFOR GATELOCATIONS3'-818"4FT GATE IN 8FT TALL FENCING - PICKLEBALL8FT CHAINLINK FENCING - PICKLEBALL PERIMETER FENCE4FT CHAINLINK FENCING234CONCRETE MAINTENANCE STRIP SECTION - ALTERNATENTS15FT 3FT COMPACTED SUB-GRADE3" O.D. GROUND POSTS TO BE SET IN 30" x 60"CONCRETE FOOTING WITH SONOTUBE COURT PAVEMENT (SEE PAVEMENT DETAIL)3" O.D. ROUND NET POST - REFER TO SPECIFICATIONS(SEE POST DETAIL-ENLARGED)13 8"GROOVE TOP POST CAP(PINNED IN PLACE)INTERNAL WINDING MECHANISM ANDREMOVABLE HANDLE (SEE SPECIFICATIONS)3" O.D. SCHEDULE 40 POST(PAINTED )2.5" O.D. x 24" LONGSCHEDULE 40 POSTSLEEVE - GALVANIZEDPIN 3" O.D. POST TO 2.5" O.D.SLEEVE WITH A 3/4" STAINLESSSTEEL BOLT OR SPRING PIN.3" O.D. x 6' LONG SCHEDULE40 GROUND SLEEVE(GALVANIZED)5 8"SEE POSTDETAIL -ENLARGEDPROVIDE AND INSTALL CENTER FULLHT. TIE-DOWN STRAP AND SLEEVE,SEE SPECS.TO BE DRIVEN TO DEPTH OF 4'-11".PROVIDE STAINLESS STEEL BOLT ORSPRING PIN THROUGH CENTER OFANCHOR SLEEVE.LACE NET ACCORDING TO MANUFACTUREINSTRUCTIONSPICKLEBALL NET POST DETAIL5© 2021 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSNOT FORCONSTRUCTION CERTIFICATION209 South LaSalle StreetThe RookerySuite 920Chicago, IL60604312.279.0470www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211.17.2360% DD PAGE TURN800 WASHINGTON AVE N. #103MINNEAPOLIS, MN 55401www.hkgi.comL409312.01.23100% DD PACKAGE401.18.2360% CD REVIEW502.08.2375% CD REVIEW-02.16.23DEVELOPMENT SUBMITTALLANDSCAPEDETAILS777 RE-LOCATION OF FIREMENS MONUMENTS - ASSUMED EXISTING CONDITIONSXXXREVIEW PRECAST, GRANITE AND METALMONUMENT PIECES IN FIELDFOR REMOVAL AND RE-ASSEMBLYIN NEW LOCATIONOWNER WOULD LIKE EXISTING BRICKSEAT WALLS TO REMAIN WITH NO DAMAGEBUILDING CANOPY POST TO REMAININ PLACE AND UNDAMAGEDPRECAST CONCRETE, GRANITE PANELS AND 3METAL PLAQUES. SEE AVAILABLE OWNER SHOPDRAWINGS FOR ORIGINAL ASSEMBLEINFORMATION.VERIFY HOW AND IF THEY CAN BE REMOVED ORIF MONUMENTNEEDS TO BE MOVED AS ONE LARGE PIECE.IT IS ASSUMED CORE CONCRETEIS PINNED TO FOOTING.FOOTING CAN REMAIN AT PRESENT LOCATION- VERIFY WITH OWNER IF IT NEEDS TO BE REMOVEDAREA WITHIN SEATWALL TO BE CONVERTED TOPLANTING BED?CONTRACTOR TO PROVIDE NEW LED UPLIGHTSTRIPE AT EACH GRANITE PANEL BASE AT NEWLOCATION2'4'-6"INSTALL OF FIREMENS MONUMENTS - QTY 2XXXCONTRACTOR TO PROVIDE NEW LED UPLIGHTLINEAR LIGHT AT EACH GRANITE AND METALPANEL BASE ( 6 FACES OF MONUMENT) AT NEWLOCATIONPROVIDE NEW CONCRETEBASE AND FOOTINGFOR MONUMENT ,WITH SLOPED TOP AND 1 INCHREVEAL ALL SIDESRE-LOCATED MONUMENTFINISH GRADECONTRACTOR SHALL VERIFY EXISTINGCONDITIONS AND SUBMIT PLAN FOR MOVINGMONUMENT FOR REVIEW AND APPROVAL BYOWNER.PLAN SHALL INCLUDE SHOP DRAWING OF NEWFOOTING AND BASE.PLAN SHALL INCLUDE LED LINEAR LIGHTINGDETAILS AND PRODUCT.© 2021 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSNOT FORCONSTRUCTION CERTIFICATION209 South LaSalle StreetThe RookerySuite 920Chicago, IL60604312.279.0470www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211.17.2360% DD PAGE TURN800 WASHINGTON AVE N. #103MINNEAPOLIS, MN 55401www.hkgi.comL410312.01.23100% DD PACKAGE401.18.2360% CD REVIEW502.08.2375% CD REVIEW-02.16.23DEVELOPMENT SUBMITTALLANDSCAPEDETAILS778 TREE PLANTING DETAIL1XXTREE PLANTING ON SLOPE DETAIL2XXPLANTING BED3XX4XXSHRUB PLANTING ON SLOPE DETAIL© 2021 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSNOT FORCONSTRUCTION CERTIFICATION209 South LaSalle StreetThe RookerySuite 920Chicago, IL60604312.279.0470www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211.17.2360% DD PAGE TURN800 WASHINGTON AVE N. #103MINNEAPOLIS, MN 55401www.hkgi.comL411312.01.23100% DD PACKAGE401.18.2360% CD REVIEW502.08.2375% CD REVIEW-02.16.23DEVELOPMENT SUBMITTALLANDSCAPEDETAILS779 1 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA ORDINANCE NO. XXX AN ORDINANCE AMENDING CHAPTER 20 OF THE CHANHASSEN CITY CODE, THE CITY’S ZONING ORDINANCE, BY REZONING CERTAIN PROPERTY TO PLANNED UNIT DEVELOPMENT THE CITY COUNCIL OF THE CITY OF CHANHASSEN ORDAINS: Section 1. Chapter 20 of the Chanhassen City Code, the city’s zoning ordinance, is hereby amended by rezoning all property in attached Exhibit A. Section 2. The rezoning of this property incorporates the following development design standards: CHANHASSEN CIVIC CAMPUS a. Intent The purpose of this zone is to create a PUD for the Chanhassen Civic Campus. The use of the PUD zone is to allow for more flexible design standards while creating a higher quality and more sensitive proposal. The PUD requires that the development demonstrate a higher quality of architectural standards and site design. Except as modified by the Chanhassen Civic Campus PUD Ordinance, the development shall comply with the requirements of the Central Business District. b. Permitted Uses The following shall be considered permitted uses by the Chanhassen Civic Campus PUD: 1. Library 2. Fire Station 3. Recreational buildings and recreational facilities 4. City Hall 5. Community Center 6. Farmers Market c. Lot Requirements and Setbacks The PUD ordinance requires setbacks from roadways and exterior property lines. Principal structures shall be located no further than 30 feet from a property line affronting a public roadway except for principal structures whose principal function is as a recreational building or fire station. d. Building Materials, Design, Signage, and Landscaping Building design, materials, signage, and landscaping shall require approval by the Chanhassen City Council. Section 3. The zoning map of the City of Chanhassen shall not be republished to show the aforesaid zoning, but the Clerk shall appropriately mark the zoning map on file in the Clerk’s 780 2 Office for the purpose of indicating the rezoning hereinabove provided for in this ordinance, and all the notations, references, and other information shown thereon are hereby incorporated by reference and made a part of this ordinance. Section 4. This ordinance shall be effective immediately upon its passage and publication. PASSED AND ADOPTED this 15th day of April 2024, by the City Council of the City of Chanhassen, Minnesota _____________________________________________________________ Jenny Potter, City Clerk Elise Ryan, Mayor (Published in the Chanhassen Villager on ______________________________________) 781 Page 1 of 21 Project: Chanhassen Civic Campus (#2024-02) Planning Commission Review Date: March 19, 2024 City Council Review Date: April 15, 2024 Drafted By: Eric Maass, Planning Director Rachel Arsenault, Associate Planner Rachel Jeske, Planner Erik Henricksen, Project Engineer Joe Seidl, Water Resources Engineer Staff Report Date: March 26, 2024 SUMMARY OF REQUEST: The applicant is requesting approval for the preliminary plat, site plan review, and rezoning from Office and Institutional to Planned Unit Development. This project will encompass the existing Chanhassen Public Library, city hall, parking ramp, fire station, and skate park. The development is proposing two development phases; the first phase includes the construction of the new city hall and senior center as well as the associated parking, and the second phase will include the demolition of the old city hall and the construction of the new park pavilion and its associated amenities. STAFF RECOMMENDATION: Staff recommends approval of the requested preliminary plat, site plan, and rezoning for the construction of the project as proposed subject to updating of plans based on staff review comments. OWNER: City of Chanhassen PO BOX 147 CHANHASSEN, MN 55317 LOCATION: 7610 Laredo Drive, 7700 Market Boulevard, and 7711 Kerber Boulevard. Schneider Park Second Addition, Block 1, Lot 2. Schneider Park Second PROPOSED MOTION: “The City Council approves the proposed ordinance rezoning from Office Institutional to Planned Unit Development, preliminary plat and site plan for the construction of two government services buildings subject to the conditions with the staff report.” 782 Page 2 of 21 Addition, Block 1, Lot 1. S 204.98’ of E 424.72’ of E 990’ of SW ¼ SW ¼. CURRENT ZONING: Office and Institutional (OI) 2040 LAND USE PLAN: Public/ Semi Public PROPOSED ZONING: Planned Unit Development (PUD) – Central Business District ACREAGE: 9.407 acres LEVEL OF CITY DISCRETION IN DECSISION-MAKING: The city’s discretion in approving or denying a preliminary plat is limited to whether the proposed plat meets the standards outlined in the subdivision regulations and zoning ordinance. If it meets these standards, the city must approve the preliminary plat. This is a quasi-judicial decision. The city’s discretion in approving or denying a site plan is limited to whether the proposed project complies with zoning ordinance requirements. If it meets these standards, the city must then approve the site plan. This is a quasi-judicial decision. The city has a relatively high level of discretion in approving or denying a rezoning to a PUD because the city is acting in its legislative or policy-making capacity. A PUD must be consistent with the city’s comprehensive plan. City Code requires that notice of the public hearing be mailed to all property owners within 500 feet (highlighted in blue). 783 Page 3 of 21 APPLICABLE REGULATIONS: Chapter 18, Subdivisions Chapter 20, Article II, Division 6, Site Plan Review Chapter 20, Article VIII Planned Unit Development District Chapter 20, Article XVIII “CBD” Central Business District ZONING OVERVIEW Existing Zoning Designation The property is currently zoned Office and Institutional (OI). Offices, libraries, and public parks/open space are all permitted uses in the OI zoning district. Environmental Protection Districts Bluff Creek Corridor – This project is not encumbered by the Bluff Creek Overlay District. Bluff Protection - The proposed project is located outside of the required bluff setback. Floodplain Overlay - The proposed project is located outside of the floodplain. Shoreland Management - The property is outside of the Shoreland Protection District. Wetland Protection - There are no wetlands on the site. Proposed Rezoning The project is located adjacent to the Central Business District and is proposing using the Central Business District as the underlying zoning district for the PUD. Surrounding Zoning Properties to the north, across Santa Vera Drive, are zoned Mixed Low Density Residential. The properties to the northeast and northwest are zoned Residential Planned Unit Development. The properties to the east, across Laredo Drive are zoned Residential Single Family. The properties to the southeast and southwest are zoned Central Business District. The properties to the south, across West 78th Street, are zoned Planned Unit Development. Justification for Rezoning to PUD: The applicant is requesting to rezone approximately 9.4 acres from Office Institutional District, IO, to Planned Unit Development – Chanhassen Civic Campus. The project proposes the new construction of a 59,509 square foot City Hall building, a 1,599 square foot park pavilion, and a park area. The review criteria are taken from the intent section of the PUD Ordinance. Sec 20-501 Intent Planned unit developments offer enhanced flexibility to develop a site through the relaxation of most normal zoning district standards. The use of the PUD zoning also allows for a greater 784 Page 4 of 21 variety of uses, internal transfers of density, construction phasing and a potential for lower development costs. In exchange for this enhanced flexibility, the city has the expectation that the development plan will result in a significantly higher quality and more sensitive proposal than would have been the case with the use of other, more standard zoning districts. It will be the applicant's responsibility to demonstrate that the city's expectation is to be realized as evaluated against the following criteria. Planned unit developments are to encourage the following: Preservation of desirable site characteristics and open space and protection of sensitive environmental features, including steep slopes, mature trees, creeks, wetlands, lakes and scenic views. More efficient and effective use of land, open space and public facilities through mixing of land uses and assembly and development of land in larger parcels. High quality of design and design compatible with surrounding land uses, including both existing and planned. Site planning, landscaping and building architecture should reflect higher quality design than is found elsewhere in the community. Sensitive development in transitional areas located between different land uses and along significant corridors within the city. Development which is consistent with the comprehensive plan. Parks and open space. The creation of public open space may be required by the city. Such park and open space shall be consistent with the comprehensive park plan and overall trail plan. Energy conservation through the use of more efficient building designs and sightings and the clustering of buildings and land uses. Use of traffic management and design techniques including the provision of transit and pedestrian linkages to reduce the potential for traffic conflicts. Improvements to area roads and intersections may be required as appropriate. Where appropriate, the use of transportation demand management strategies may be required within a project. Land Use – Zoning Consistency The following zoning districts are consistent with government services land use: Office Institutional, Central Business District, and Planned Unit Development – Central Business District, PUD. The city uses PUD zoning to create dedicated public spaces, in this case, the Chanhassen Civic Campus. The proposed rezoning to Planned Unit Development – Chanhassen Civic Campus is consistent with the comprehensive plan land use designation of Public/Semi-Public use. The proposed rezoning assists in the furtherance of the following land use goals of the City of Chanhassen Comprehensive Plan: 785 Page 5 of 21 · The city must strive for a balance of development that will both meet the needs of the residents and assure the city’s financial health. · The city will support the development of neighborhood and local service centers where appropriate. These uses may be developed as a part of a mixed-use or Planned Unit Development (PUD). · Transitions should be created between incompatible land uses with increased setbacks and landscaping. DEVELOPMENT DESIGN STANDARDS Chanhassen Civic Campus a) Intent The purpose of this zone is to create a PUD for the Chanhassen Civic Campus. The use of the PUD zone is to allow for more flexible design standards while creating a higher quality and more sensitive proposal. The PUD requires that the development demonstrate a higher quality of architectural standards and site design that provides a direct benefit to the community. Except modified by the Chanhassen Civic Campus PUD ordinance, the development shall comply with the requirements of the Central Business District, CBD. b) Permitted Uses Shall comply with the permitted uses outlined in the proposed PUD ordinance. c) Lot Requirements and Setbacks The PUD ordinance requires setbacks from roadways and exterior property lines. The lot requirements and setbacks required are outlined in the proposed PUD ordinance. d) Building Materials and Design Building Materials shall align with the architectural plans prepared by BKV Group and dated 2/16/2024. e) Signage Shall comply with the signage requirements outlined in the proposed PUD ordinance. f) Landscaping Landscaping shall comply with the landscaping plan prepared by HKGi and dated 2/16/2024 with the required staff revisions and approved by city council. PRELIMINARY PLAT REVIEW The preliminary plat as shown would maintain the two out of the three lots, as divided in the Schneider Park Second Addition plat. PID 257740020, the existing library lot, is planned to be subdivided vertically to maintain one primary structure per lot when the new City Hall is 786 Page 6 of 21 constructed on the corner of West 78th Street and Market Boulevard. Lot One will include the existing Chanhassen Public Library and structured parking. Lot Two will include the new City Hall and public parking lot. The new city hall will maintain its existing address of 7700 Market Boulevard. Lot Three will consist of the existing city hall and the new park pavilion, performance stage, skate park, pickleball courts, and a combination of new and existing surface parking. The park pavilion will be addressed off Kerber Boulevard. Lot Four will include the existing Chanhassen Fire Station and its associated surface parking. All existing drainage and utility easements will be vacated with the replatting. The proposed preliminary plat provides for the dedication of new drainage and utility easements commensurate to the amended property lines and utility plans that will service the proposed buildings on site. The underlying zoning district of the Planned Unit Development, the Central Business District, does not have restrictions for the minimum lot area, lot frontage, or lot depth. In the proposed Chanhassen Civic Campus PUD, the PUD Ordinance is not proposed to modify any lot requirements from the base CBD zoning. SITE PLAN REVIEW Existing Conditions: The Chanhassen Public Library building will remain unchanged. A new book drop-off circle will be constructed to the north of the library building and will be accessed off Kerber Boulevard. No changes are planned for the veteran’s memorial. The existing city hall will remain in operation through construction of the new city hall. After construction of the new city hall is completed, the old city hall will be scheduled for demolition to make room for the new park amenities. The skate park equipment is planned to be relocated from the northern terminus of Market Boulevard to the northeast corner of the site abutting the rear parking lot of the Chanhassen Fire Station. No changes are planned for the fire station. Proposal The applicant is requesting approval for two government services buildings. Together the newly constructed buildings will consist of 61,108 square feet. The new city hall building at the corner of Market Boulevard and West 78th Street will include offices and meeting rooms for city staff, an updated senior center, council chambers, and underground parking for official city and sheriff vehicles. The new parks building off Kerber Boulevard will include event space, the concessions stand, public restrooms, and a large overhead canopy. Additional new amenities on the site will include an accessible playground and splash pad, a multi-purpose performance stage and lawn, a 787 Page 7 of 21 skatepark, and four pickleball courts. The goal of these amenities is to increase the utilization of public land and to create a central gathering place within the city. The project proposes to increase the public park space and pedestrian network within the Civic Campus, which contributes towards the city’s goal of a walkable downtown. By bringing the city hall building from the inside of the site to the corner of Market Boulevard and West 78th Street, the government building will feel less secluded from the community. The site is encumbered by the existing infrastructure on the site. To maintain service during this transition, a phased construction approach is necessary. The demolition of the old city hall building cannot occur until staff are able to move into the new city hall building. Parking For public service buildings, the city code requires one parking space for every 500 square feet of floor areas in the principal structure, plus one parking space for every four seats within the public meeting rooms. Prior to reconstruction, this site contains 97 surface parking spaces and 24 covered spaces west of city hall and north of the library. East of city hall there are 64 surface parking spaces. The Chanhassen Fire Department currently has 30 parking spaces surrounding their building. There is a total of 215 parking spaces currently existing in the project area. According to the plans, the structured and surface parking west of city hall and north of the library will remain at the existing 97 surface parking spaces and 24 covered spaces. The surface parking lot east of city hall will be replaced with 51 surface parking spaces. Additionally, 37 surface parking spaces will be added north of Chan View for city staff. An additional 36 structured parking stalls will be provided below the new city hall for official city and Carver County Sheriff vehicles. The pickleball courts will have 10 additional parking spaces added to the east. The existing 30 spaces at the fire station will remain. This development proposes 285 total parking spaces after both phases of construction are complete. All parking spaces are within 400 feet of their intended use. For public service buildings, the city code requires one parking stall for every 500 square feet of floor area in the principal structure, plus one stall for every four seats within the public assembly area. In total, the city code would require 123 parking stalls based on floor area of the proposed city hall and parks building. 19 additional spots would be required for the number or seats in the council chambers, which would mean 142 parking stalls required total for the proposed buildings. Recreational facilities require 20 parking stalls plus one for every 500 square feet of the structure or two per court. For the park amenities, the skate park would require 41 parking stalls and the pickleball courts would require 8 parking stalls. With the request to rezone to a PUD, this development has more flexibility when it comes to total parking requirements. The total number of parking stalls required by the City Code for this development is 245 stalls, and the applicant is proposing a total of 285 parking stalls. This project will have a 40-stall excess of what the City Code requires. 788 Page 8 of 21 City Code Required Parking Proposed Parking City Hall + Senior Center 119 221 Council Chambers 19 - Parks Building 4 - Library 24 24 Fire Department 30 30 Skate Park 41 - Pickleball Courts 8 10 Total 245 285 Site Furnishing The project as proposed shows many site furnishings as the goal of this project is to create a Civic Campus that creates community interaction on the property. The largest scale furnishings in conjunction with the city hall are a park pavilion, covered stage, pickleball court, skate court, playground facilities, and a splash pad. The existing Veteran’s Memorial will remain in place on the redesigned Civic Campus, with some minor landscaping work to enhance the surrounding area. The plans currently include a heated sidewalk that will connect the Senior Center of city hall to the nearest parking areas. Bike racks are proposed by the North-West parking lot, skate park, library drop off, and the North end of city hall. Loading and Refuse Screening of service yards, refuse, and waste-removal areas, loading docks, truck parking areas, and other areas which tend to be unsightly shall be accomplished by use of walls, fencing, dense planting, or any combination of these elements. Screening shall block views from public right- of-way (pedestrian views) and shall be equally effective in winter and summer. The electrical transformer shall be located on the SE corner of city hall recessed into the ground and fully screened. The generator shall be located toward the middle of the East side of city hall, fully recessed into the ground. The refuse collection shall be constructed within the central parking lot on Market Boulevard and shall be screened. Lighting A site photometric plan was provided with the application that details the lighting to be installed on Civic Campus. All fixture heights do not exceed 30 feet, the heights are as follows 20 feet, 18 feet, and 3 feet. Wall-mounted lighting in commercial, industrial, and institutional districts shall be shielded with a total cutoff angle equal to or less than 90 degrees. Shop drawings shall be provided to show proposed fixtures. Lighting on the building faces shall also be restricted to having a total cutoff angle equal to or less than 90 degrees. Signage The renderings provided depict signage for city hall and the park pavilion. Signage for the project will require separate permits and signage will be reviewed for conformance with the City Code at the time of the sign permit application. 789 Page 9 of 21 Required Architectural Standards The City Code stipulates qualitative standards, not qualitative measures. Important emphasis is placed on high-quality design, balance, variety, and articulation. The Civic Campus project has shown great detail in design to existing conditions on site and around, but simultaneously created a unique, new design that is of high architectural quality. Architectural Style The City Code states that architectural style shall not be restricted and that the evaluation of the appearance of a project shall be based on the quality of its design and in relationship to its surroundings, guided by the provisions of City Code. Site characteristics to be evaluated for this purpose include building and landscaping, colors, textures, shapes, massing of rhythms of building components and detail, height of roof line, setback, and orientation. Designs that are incompatible with their surroundings or intentionally bizarre or exotic are not acceptable. Monotony of design, both within the projects and between adjacent projects and their surroundings is prohibited. Variation in detail, form, and sitting shall provide visual interest. Site characteristics that may be used for this purpose include building and landscaping, colors, textures, shapes, massing of rhythms of building components and detail, height of roof line, setback, and orientation. All buildings shall have a minimum of 20 percent accent material. Accent material may include brick, stone cut face block, or shakes. The use of any EFIS shall not be on the first story of any building or one story in height. City Hall Massing & Placement The proposed city hall building will occupy the South-East corner of the parcel, on the intersection of W 78th Street and Market Boulevard. The placement of city hall on the SE corner of the parcel promotes walkability and connects the Civic Campus with the downtown. The building is two stories tall with an underground level for parking. The height of the second story varies with the tallest portion at 43 feet tall, facing W 78th Street where the interior function is the Council Chambers. There is a step down in height to 28 feet tall for the second story on the East portion of the building fronting Market Boulevard, as well as the interior of the parcel on the West side of the building. The variation in height of the second story breaks up the massing of the building effectively and reacts to the changes in topography. The height of the Council Chambers provides an architectural statement for the building on W 78th Street, this element contributes to the vision of Chanhassen’s main street. The design for city hall features a 35-foot-tall clock tower abutting Market Boulevard and facing W 78th Street. The addition of the clock tower to the design balances and reacts to the Council Chambers extended height on the West side of the building, creating a harmonious design. 790 Page 10 of 21 Elevations South Elevation North Elevation 791 Page 11 of 21 West Elevation East Elevation The elevations proposed shall be reviewed and approved by the City Council. This shall include all exterior materials and the percentage of materials including but not limited to stone, brick, glazing, metal cladding, ACM panels, and cast-in-place concrete. Materials and Color The proposed city hall contains a variety of materials including three varieties of metal cladding, two varieties of ACM panels, stone veneer, two varieties of brick, and cast-in-place concrete. Two of the metal claddings are finished to look like wood in a light fir color. The color palette contains silver, black, off-white, grey, and light brown wood. Architectural Interest South Elevation - The elevation facing W 78th Street is the most public facing elevation on city hall. Details have been put into the architectural design to create interest through the modern clock tower and extended height of the second floor over the Council Chambers. Additionally, it is balanced through the metal clad articulation that separates the second and first floor, the strong pillar on the West side, and the angled accent columns underneath. 792 Page 12 of 21 North Elevation - The elevation contains almost all the same characteristics, excluding the angles accent columns. The flat spaces on the face of the North elevation utilize material articulation and signage to create interest that compliments the rest of the design. West Elevation - The elevation grounds the building on the North end through use of dark colors, large, angled columns, and metal cladding separating floors to balance out the extended height of the Council Chamber on the South end. East Elevation - The elevation is sliced by the clock tower, its design sandwiches the dark metal cladding on the interior that is used for vertical circulation through the building. The dark brick on the bottom of the building grounds the design, adding weight to ensure the tall elements do not overtake the building design. Park Pavilion Massing and Placement The proposed park pavilion is located to the East of the existing parking lot on the West side of Civic Campus. This location is central to the outdoor amenities of Civic Campus such as the covered stage, lawn, splash pad, and playground. The building is one story at 11 feet tall, excluding the slanted roof articulation that creates a covered outdoor patio. Elevations South Elevation 793 Page 13 of 21 North Elevation West Elevation 794 Page 14 of 21 East Elevation The elevations proposed shall be reviewed and approved by the City Council. This shall include all exterior materials and the percentage of materials including but not limited to stone, brick, glazing, metal cladding, ACM panels, and cast-in-place concrete. Materials and Color The proposed park pavilion contains a variety of materials including three varieties of metal cladding, ACM paneling, stone veneer, brick, metal roofing, and cast-in-place concrete. One of the metal claddings is finished to look like wood in a light fir color. The color palette contains silver, off-white, black, light brown wood, and grey. Architectural Interest South Elevation - The elevation is simplistic in design but uses elements like extended overhangs of the roof on opposite ends to create interest that balances. North Elevation - The elevation is mainly compromised by the slanted roof accent that creates the covered patio below, on either side there are articulations in height to step down and bring the scale back to human interaction. West Elevation - The elevation faces the existing parking lot and contains a main entrance to the pavilion. The slanted roof accent is highlighted from this elevation and allows the community to pass under the outdoor covered patio. East Elevation - The elevation faces the interior of Civic Campus and addresses the outdoor amenities. There is a concession window and entrance to the pavilion. This is the other elevation that highlights the slanted roof and outdoor covered patio. 795 Page 15 of 21 The main element of architectural interest in the design of the park pavilion is the slanted roof, not only is it a statement for the design but also the activation it will provide to the building in terms of community engagement. Outside of scheduled functions park buildings can become very quiet, creating a space that will offer more amenities to the community can boost the overall use and liveliness of the park pavilion. Easements The City of Chanhassen is proposing the preliminary plat “Chanhassen Civic Campus” which will re-plat Schneider Park Second Addition, as well as a city owned parcel to the east (PIN 250122100), into four (4) lots, Block 1 Lots 1-4, while also dedicating approximately 13,500 square feet of right-of-way along Kerber Boulevard and Laredo Drive. It is recommended that another parcel owned by the city abutting the preliminary plat to the east of Lot 2, PIN 250122010, be incorporated into the preliminary plat and be dedicated as public right-of-way (Market Boulevard). The lots are configured to accommodate the build-out of the Chanhassen Civic Campus project which includes a new City Hall, park pavilion, pickleball court and performance stage. Existing structures to remain include the Chanhassen Fire Station and the Chanhassen Library. The configuration of the preliminary plat meets Chanhassen City Code; adequate public drainage and utility easements are provided, and each lot will accommodate one primary structure. Grading & Drainage The Chanhassen Civic Campus is located in the northeast intersection of West 78th Street and Kerber Boulevard. The site is bound by Market Blvd to the east and City Center Park to the North. The existing site is developed with several buildings and associated parking lots. The site contains a significant amount of green spaces including the ball fields located north of City Hall. Drainage from the existing Civic Campus area is picked up in storm sewer throughout the site and routed to trunk storm sewer systems within Kerber Boulevard, West 78th Street and Market Boulevard. Trunk lines from the three adjacent roadways all combine into one trunk storm sewer line which continues south down Market Boulevard until it discharges into a large existing stormwater wet pond located just west of Market Boulevard and north of the Trunk Highway 5. In the proposed condition the site will be mass graded to facilitate the construction of the Civic Campus build out. The Library will remain unchanged but the rest of the site will be reconfigured. During Phase 1 of the construction the new City Hall Building will be built at the southeast corner of the site to allow the current City Hall to remain during construction. In Phase 2 the old City Hall building will be removed to allow the construction of the park gathering spaces. In the proposed condition drainage from the Civic Campus site will continue to be picked up in storm sewer and will connect into the same trunk storm sewer lines as it does under existing conditions. Drainage will continue to be routed to the existing stormwater pond west of Market Boulevard and north of Trunk Highway 5. Overall proposed drainage patterns onsite remain relatively consistent with existing conditions. The proposed design shows a small net increase in impervious area (0.07 acre). The existing storm sewer is anticipated to have capacity for the connections currently proposed. 796 Page 16 of 21 The majority of the stormwater runoff generated by the site will be treated by a large regional Best Management Practice (BMP) facility that is being designed to treat stormwater generated by the Civic Campus Project, 24-01 Pavement Rehabilitation Project, and Market Boulevard Reconstruction Project. See the Storm Water Management section of the report for more information. While the stormwater treatment needs are anticipated to be met with the Regional BMP approach, staff is working with the Civic Campus designers to implement smaller BMP’s onsite such as rain gardens and filtration swales. The regional BMP facility is currently being designed by the engineering firm Kimley-Horn who was hired by the City to design the Market Boulevard Reconstruction Project. City Staff has collaborated with the engineers at Kimley-Horn and the Riley Purgatory Bluff Creek Watershed District (RPBCWD) to plan the regional BMP approach. A concept plan was presented to the RPBCWD board on January 25th and received support from the district’s board of managers during the meeting. 797 Page 17 of 21 Erosion Control The proposed development will impact one (1) acre of disturbance and will, therefore, be subject to the General Permit Authorization to Discharge Stormwater Associated with Construction Activity Under the National Pollution Discharge Elimination/State Disposal System (NPDES Construction Permit). The applicant has prepared and submitted a Surface Water Pollution Prevention Plan (SWPPP) which was submitted as part of the preliminary plat application. The SWPPP is a required submittal element for final site plan review along with the Erosion and Sediment Control Plan (ESCP) in accordance with Section 19-145 of City Ordinance. No earth disturbing activities may occur until an approved SWPPP is developed. This SWPPP shall be a standalone document consistent with the NPDES Construction Permit and shall contain all required elements of the permit. The SWPPP will need to be updated as the plans are finalized, when the contractor and their sub-contractors are identified, and as other conditions change. All erosion control shall be installed and inspected prior to initiation of site grading activities. Streets The Chanhassen Civic Campus project does not propose the addition or extension of any public or private streets. However, the dedication of public right-of-way along Kerber Boulevard is necessary to accommodate the proposed improvements associated with the project. Along Kerber Boulevard, the project is proposing additional street parking, relocation of the existing sidewalk, and the addition of a crosswalk enhancement at the intersection of Kerber Boulevard and West Village Heights shopping center entrance. Additionally, there are relatively minor street impacts along W 78th, Market Boulevard, and Chan View to accommodate the build-out of the new City Hall as the site improvements are directly abutting the streets, as well as the relocation of a trunk water main. No impacts to Laredo are proposed as part of this project. Lastly, the city initiated a Downtown Chanhassen Traffic Study in 2023 in conjunction with on- going city projects (e.g., the Market Boulevard Reconstruction Project #25-02). The study evaluated existing conditions, conducted traffic forecasts, and reviewed multiple build conditions and future improvements for the Chanhassen’s downtown. The study included the Chanhassen Civic Campus project in its traffic forecasting and analysis. Due to the intensification of the redevelopment, which includes additional public amenities and public spaces, the study increased the existing volume counts at the entry points to the Chanhassen Civic Campus project by 10% (the north leg of W 78th Street and Market Boulevard, and the west leg of Kerber Boulevard and the North City Center Drive). If there are significant changes to the uses or redevelopment of the campus based on City Council direction, such as the addition or intensification of public amenities that would drive higher traffic volumes, it is strongly recommended that the city update the traffic study to accurately account for such changes. Sanitary Sewer & Watermain Due to the eventual total redevelopment of the Civic Campus area, a majority of the utilities abutting and internal to the development are proposed to be removed and/or relocated. The utility plans account for the required sanitary sewer and water services necessary to facilitate the build- out. These plans have already been reviewed by staff and were let for bidding as “Bid Pack 1”. 798 Page 18 of 21 The city received competitive and favorable bid pricing as bids were lower than the engineer’s estimate by over one million dollars. Construction activities associated with the underground utilities, including sanitary sewer and watermains, are scheduled to begin in the summer of 2024. Permits from the appropriate regulatory agencies will have to be obtained, including but not limited to the MPCA, NPDES, Minnesota Department of Health, Riley Purgatory Bluff Creek Watershed District. Storm Water Management Article VII, Chapter 19 of City Code describes the required storm water management development standards. Section 19-141 states that “these development standards shall be reflected in plans prepared by developers and/or project proposers in the design and layout of site plans, subdivisions and water management features.” These standards include abstraction of runoff and water quality treatment resulting in the removal of 90% total suspended solids (TSS) and 60% total phosphorous (TP). The proposed project is located within the Riley Purgatory Bluff Creek (RPBCWD) and is therefore subject to the watershed’s rules and regulations. A RPBCWD permit will be required for final plat approval. A Stormwater Management Report is required to be submitted for review to confirm all applicable stormwater management requirements are being met. This includes rate control, volume abstraction and water quality requirements among others. The site is proposing to meet stormwater management requirements through the use of a proposed regional BMP facility which will be used to irrigate the green spaces proposed as part of the Civic Campus reconstruction including the existing ball fields located within City Center Park. The regional water reuse system will draw stormwater from the large existing stormwater pond that the Civic Campus Site discharges to west of Market Boulevard and north of Trunk Highway 5. Stormwater will be treated with a UV system and pumped by a lift station back to the Civic Campus Site for irrigation through a force main that will run south to north along the Market Boulevard corridor. The regional stormwater reuse system is proposed to provide treatment for other public improvement projects in addition to the Civic Campus including the 24-01 Pavement Rehabilitation Project, and the Market Boulevard Reconstruction Project. A permit application for the regional BMP’s design will be submitted as part of the 24-01 Pavement Rehabilitation Project which is anticipated to be submitted by March 15th, 2024. All comments from RPBCWD will need to be addressed. The applicant shall provide final versions of all modeling (HydroCAD and MIDS) and Stormwater Management Report to address remaining comments and confirm rate, volume and water quality requirements are met as part of the final plat approval. The concept of the regional BMP design is that larger more regional treatment strategies can provide better treatment at lower capital and maintenance costs than smaller individual practices. Regional BMP designs are encouraged by the City of Chanhassen’s Local Surface Water Management Plan. This specific design is especially encouraging as it will provide water quality benefits that exceed what the individual projects could accomplish while also reducing the water consumption from the City’s irrigation system. The regional BMP system is anticipated to be completed and brought online in 2025 when the Marketplace Boulevard Project is constructed. 799 Page 19 of 21 As outlined in the City’s Surface Water Management Plan adopted in December 2018, the City requires at least 3 feet of freeboard between a building elevation and adjacent ponding features’ high water levels. Currently there are no onsite BMPs identified on the plans with high water levels noted to confirm freeboard requirements against. If onsite BMPs are added to the plans, freeboard requirements will need to be confirmed to be met. The proposed BMPs are to be publicly owned and maintained. A maintenance plan for all proposed BMPs will be required and should include the maintenance schedule, responsible party, and include information on how the system will be cleaned out as necessary. A maintenance declaration with the RPBCWD will be required to ensure that the City property maintains the site’s stormwater infrastructure. Assessments As the project will be conducted by the city, no assessment or fees will be charged. Staff Plan Comments Forestry Department: 1. Applicant shall confirm the extent of the grading associated with the trail extension on the Northwest side of the parking lot so impacts to surrounding trees can be assessed. 2. Applicant shall adjust the planting list to include quantities that follow the city’s species diversity requirements where no more than ten percent of the trees may be from any one tree species, no more than 20 percent of the trees may be from any one genus, and no more than 30 percent of trees from any one family. 3. Applicant shall adjust the silt fencing on the plans to show that it is outside of the tree protection fencing in all areas. 4. Applicant shall adjust the landscape plans to include the removals discussed during the meeting with the City Forestry Consultant and Environmental Specialist. Engineering Department: 1. All sanitary sewer and watermains will be publicly owned and maintained after acceptance of the public improvements by the City Council. 2. The city shall ensure that permits are received from all other agencies with jurisdiction over the project (i.e. Army Corps of Engineers, DNR, MnDOT, Carver County, Riley Purgatory Bluff Creek Watershed District, Board of Water and Soil Resources, MPCA, etc.). 800 Page 20 of 21 Water Resources Department: 1. The applicant shall secure a signed permit from the RPBCWD prior to the start of construction activities. 2. The applicant shall update the models (HydroCAD and MIDS) per City and any watershed district comments and submit updated computations and models in their native forms with the final plat submittal. 3. Prior to the final plat submittal, the applicant shall work with staff to revise and optimize the design of any onsite BMPs and/or stormwater infrastructure. 4. An Operations and Maintenance plan for all proposed BMPs including the inspection frequency, maintenance schedule, and responsible party shall be submitted for review with the final plat application. 5. The applicant shall enter into an Operations and Maintenance Declaration with the RPBCWD for all proposed stormwater facilities which shall be completed concurrently with the final plat. 6. A Stormwater Management Plan is required noting how all stormwater management requirements are proposed to be met. These requirements include volume abstraction, water quality and rate control among others shall be included in the final plat application. References to the Regional BMP design and permit application are anticipated. 7. If onsite BMPs are added to the plans, information on the proposed HWLs shall be noted on the plans and documentation provided to confirm the City’s freeboard requirements are being met. Building Department: 1. A building permit must be obtained before beginning any construction. 2. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. 3. Building plans must provide sufficient information to verify that the proposed building meets all requirements of the Minnesota State Building Code, additional comments or requirements may be required after plan review. 4. The building is required to have automatic fire extinguishing systems. 5. Structure proximity to property lines (and other buildings) will have an impact on the code requirements for the proposed buildings, including but not limited to; allowable 801 Page 21 of 21 size, protected openings, and fire-resistive construction. These requirements will be addressed when the complete building and site plans are submitted. 6. Building plans must include a code analysis that contains the following information: Key Plan, Occupancy group, Type of construction, Allowable height and area, Fire sprinklers, Separated or non-separated, fire resistive elements (Ext walls, bearing walls - exterior or interior, Shaft, Incidental use), Occupant load, Exits required (Common path, Travel distance), Minimum plumbing fixture count 7. Retaining walls (if present) more than four feet high, measured from the bottom of the footing to the top of the wall, must be designed by a professional engineer and a building permit must be obtained prior to construction. Retaining walls (if present) under four feet in height requires a zoning permit. 802 CITY OF CHANHASSEN CARVER AND HENNEPIN COIJNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION IN RE: Application of Chanhassen Civic Campus Preliminary Plat, Site Plan Review, and Rezoning. On March 19,2024,the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Chanhassen Civic Campus for preliminary plat; site plan review; and rezoning of the property from Office Institutional District to Planned Unit Development - Central Business District, PUD. The Planning Commission conducted a public hearing on the proposed preliminary plat, site plan, and rezoning, that was preceded by published and mailed notice. The Planning Commission heard testimony from all interested penons wishing to speak and now makes the following: l. The property is currently zoned Office Institutional District. 2. The properry is guided by the Land Use Plan for Public Semi-Public. 3. The legal description of the property is: Schneider Park Second Addition, Lot l, Block l. Schneider Park Second Addition, Lot 2, Block l. S 204.98' of E 424.72' of E 990' of SW % sw %. 4. Preliminary Plat: l. The proposed subdivision is consistent with the zoning ordinance; 2. The proposed subdivision is consistent with all applicable city, county and regional plans including but not limited to the city's comprehensive plan; FINDINGS OF FACT 803 3. The physical characteristics ofthe site, including but not limited to topography, soils, vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and stormwater drainage are suitable for the proposed development; 4. The proposed subdivision makes adequate provision for water supply, storm drainage, sewage disposal, streets, erosion control and all other improvements required by this chapter; 5. The proposed subdivision will not cause environmental damage; 6. The proposed subdivision will not conflict with easements of record; 7. The proposed subdivision is not premature. A subdivision is premature if any of the following exist: a. Lack of adequate stormwater drainage. b. Lack of dedicated and improved public sueets. c. Lack of adequate sanitary sewer systems or no ISTS (individual sewer treatment system). d. Lack of adequate off-site public improvements or support systems. 5. Site Plan: a) Is consistent with the elements and objectives of the city's development guides, including the comprehensive plan, official road mapping, and other plans that may be adopted; b) Is consistent with the requirements of Chapter 20, Article II, Division 6, Site Plan; c) Preserves the site in keeping with the general appearance of the neighboring developed or developing areas; d) Creates a harmonious relafionship ofbuilding and open space with natural site features and with existing and future buildings having a visual relationship to the development; e) Creates a functional and harmonious design for sfiuctures and site features, with special attention to the following: I ) An internal sense of order for the buildings and use on the site and provision of a desirable environment for occupants, visitors and general community; 2) The amount and location ofopen space and landscaping; 804 3) Materials, textures, colors and details of construction as an expression ofthe design concept and the compatibility ofthe same with adjacent and neighboring structues and uses; and 4) Vehicular and pedestrian circulation, including walkways, interior drives and parking in terms oflocation and number ofaccess points to the public streets, width of interior drives and access points, general interior circulation, separation of pedestrian and vehicular traffic and arrangement and amount ofparking. 0 Protects adjacent and neighboring properties through reasonable provision for surface water drainage, sound and sight buffers, preservation of views, light and air and those aspects ofdesign not adequately covered by other regulations which may have substantial effects on neighboring land uses. 5. Rezoning: The proposed Planned Unit Development meets the required standards for approval: a. The proposed zoning has been considered in relation to the specific policies and provisions ofand has been found to be consistent with the offrcial City of Chanhassen 2040 Comprehensive Plan for Public Semi-Public land use areas. b. The proposed zoning is or will be compatible with the present and future land uses of the area. c. The proposed zoning conforms to all performance standards contained in the Zoning Ordinance. d. The proposed zoning will not tend to or actually depreciate the area in which it is proposed. e. The proposed zoning can be accommodated with existing and planned public services and will not overburden the City's service capacity. f. Traffic generation by the proposed use within the zoning district is within capabilities of streets serving the property. The planning rep ort #2024-02 dated March 15,2024, prepared by Eric Maass, Rachel Arsenault and Rachel Jeske, et al, is incorporated herein. The water resources and engineering report 805 #2024-02 dated March 11,2024, prepared by Joe Seidl and Erik Henricksen, et al, is incorporated herein. RECOMMENDATION The Planning Commission recommends that the City Council approve the preliminary plat; site plan review; and rezoning of the property from Office Institutional District to Planned Unit Development - Central Business District, PUD subject to the conditions of the Staff Report. ADoPTED by the Chanhassen Planning Commisrion tt i, /4 fA au y * tl/a roh 2024 CHANHAS PLANNING COMMISSION BY: Its 806 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND DECISION IN RE: Application of Chanhassen Civic Campus Preliminary Plat, Site Plan Review, and Rezoning. On March 19, 2024, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Chanhassen Civic Campus for an ordinance rezoning from Office Institutional District to Planned Unit Development District – Central Business District, PUD, preliminary plat, and site plan review. The Planning Commission conducted a public hearing on the proposed rezoning, preliminary plat, and site plan review was preceded by published and mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak and recommended approval of the requested rezoning, preliminary plat, and site plan review based upon the city ordinances in effect at the time. On April 15, 2024, the Chanhassen City Council met at its scheduled meeting to consider the applications referenced above and based upon the ordinances currently in place the City Council makes the following: FINDINGS OF FACT 1. On February 16, 2023, the City received a land use application for property legally described as Schneider Park Second Addition, Lot 1, Block 1. Schneider Park Second Addition, Lot 2, Block 1. S 204.98’ of E 424.72’ of E 990’ of SW ¼ SW ¼ (“Property”) for the following: A. A proposed rezoning from Office Institutional District to Planned Unit Development District – Central Business District, PUD; B. A preliminary plat application for a 4 lot subdivision for Chanhassen Civic Campus; C. A site plan review for the construction of two government services buildings prepared by BKV Group and dated February 13, 2024. 2. The property is currently zoned Office Institutional District. 3. The property is guided by the Land Use Plan for Public, Semi-Public Use; Central Business District Category. 807 Rezoning Request 4. The Planned Unit Development ordinance directs the City to consider nine improvements in quality of the development. The nine (9) improvements and our findings regarding them are: a. Preservation of desirable site characteristics and open space and protection of sensitive environmental features, including steep slopes, mature trees, creeks, wetlands, lakes and scenic views. Finding: The planned unit development preserves the desirable open spaces within the property. b. More efficient and effective use of land, open space and public facilities through mixing of land uses and assembly and development of land in larger parcels. Finding: The planned unit development uses land more effectively through the placement of structures that would not be allowed in the Central Business District Code. c. High quality of design and design compatible with surrounding land uses, including both existing and planned. Site planning, landscaping and building architecture should reflect higher quality design than is found elsewhere in the community. Finding: The planned unit development provides higher quality architecture with significant design features that would not meet the Central Business District Code. d. Sensitive development in transitional areas located between different land uses and along significant corridors within the city. Finding: The planned unit development offers sensitive design in transitional areas to surrounding differing land uses. e. Development which is consistent with the comprehensive plan. Finding: The planned unit development is consistent with the comprehensive plan. f. Parks and open space. The creation of public open space may be required by the city. Such park and open space shall be consistent with the comprehensive park plan and overall trail plan. 808 Finding: The planned unit development provides expansive open space with amenities to the public. g. Provision of housing affordable to all income groups if appropriate within the PUD. Finding: This improvement is not applicable to this development as it does not provide housing. h. Energy conservation through the use of more efficient building designs and sightings and the clustering of buildings and land uses. Finding: The planned unit development effectively conserves energy through efficient design and clustering. i. Use of traffic management and design techniques including the provision of transit and pedestrian linkages to reduce the potential for traffic conflicts. Improvements to area roads and intersections may be required as appropriate. Where appropriate, the use of transportation demand management strategies may be required within a project. Finding: The planned unit development provides ample pedestrian linkage for safe and effective use of the property, as well as improvements to the vehicular areas within the site. Preliminary Plat Request 5. The subdivision ordinance directs the City to consider seven possible adverse effects of the proposed subdivision. The seven (7) effects and our findings regarding them are: a. The proposed subdivision is consistent with the zoning ordinance including the Central Business District lot standards; Finding: The proposed subdivision proposes lots which adheres to the minimum requirements required by the Central Business District zoning standards. b. The proposed subdivision is consistent with all applicable city, county and regional plans including but not limited to the city's comprehensive plan; Finding: The proposed subdivision as shown complies with the city’s comprehensive plan as well as applicable city plans 809 c. The physical characteristics of the site, including but not limited to topography, soils, vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and storm water drainage are suitable for the proposed development; Finding: Based upon plans submitted to the city, the site characteristics including but not limited to topography, soils, vegetation, erosion and flooding susceptibility and stormwater drainage are suitable for the proposed development d. The proposed subdivision makes adequate provision for water supply, storm drainage, sewage disposal, streets, erosion control and all other improvements required by the subdivision ordinance, Chapter 18, and Water, Sewers and Sewage Disposal, Chapter 19; Finding: The subdivision as proposed has adequate provisions for water supply, storm drainage, sewage disposal, streets, erosion control and all other improvements required by chapter 18, subdivision ordinance, and Water, Sewers, and Sewage Disposal outlined in chapter 19. e. The proposed subdivision will not cause significant environmental damage; Finding: The proposed subdivision will not have adverse impacts causing significant environmental damage. f. The proposed subdivision will not conflict with easements of record; and Finding: The proposed subdivision does not create conflicts with existing easements of record. g. The proposed subdivision is not premature. A subdivision is premature if any of the following exists: i. Lack of adequate stormwater drainage, which are available and being installed with the development. ii. Lack of adequate roads. Access is to an existing, collector public street iii. Lack of adequate sanitary sewer systems, which is available to the development. iv. Lack of adequate off-site public improvements or support systems. Finding: The proposed subdivision is not premature as it provides adequate stormwater drainage, adequate accessibility and availability of roads and sanitary sewer systems to the development as well as off-site support systems. Site Plan Request 6. Applicant has requested approval of the site plan dated February 13, 2024, prepared by BKV Group. 810 7. The zoning ordinance directs the City to consider nine possible adverse effects of the proposed site plan. The nine (9) effects and our findings regarding them are: a) Is consistent with the elements and objectives of the city's development guides, including the comprehensive plan, official road mapping, and other plans that may be adopted. Finding: The site plan is consistent with the elements and objectives of the city's development guides, comprehensive plan, and official road mapping. b) Is consistent with the site plan review requirements. Finding: The site plan is consistent with the site plan review requirements. c) Preserves the site in its natural state to the extent practicable by minimizing tree and soil removal and designing grade changes to be in keeping with the general appearance of the neighboring developed or developing or developing areas. Finding: The existing site is not in a natural state currently that requires preservation. The existing natural resources are a manicured installment from the previous construction projects. d) Creation of a harmonious relationship of buildings and open spaces with natural site features and with existing and future buildings having a visual relationship to the development. Finding: The proposed design creates a harmonious relationship between existing buildings that shall remain, natural site features, and proposed landscaping. e) Creates a functional and harmonious design for structures and site features, with special attention to the following: i. An internal sense of order for the buildings and use on the site and provision of a desirable environment for occupants, visitors and general community; ii. The amount and location of open space and landscaping; iii. Materials, textures, colors and details of construction as an expression of the design concept and the compatibility of the same with adjacent and neighboring structures and uses; and iv. Vehicular and pedestrian circulation, including walkways, interior drives and parking in terms of location and number of access points to the public streets, width of interior drives and access points, general interior circulation, separation of pedestrian and vehicular traffic and arrangement and amount of parking. Finding: The proposed site plan does create an internal sense of order for the buildings and uses on the site through the balance of open space, landscaping, material applications, and circulation for pedestrians and vehicles. 811 f) Protects adjacent and neighboring properties through reasonable provision for surface water drainage, sound and sight buffers, preservation of views, light and air and those aspects of design not adequately covered by other regulations which may have substantial effects on neighboring land uses. Finding: The site plan as proposed does protect adjacent and neighboring properties for surface water drainage, sound and sight buffers, preservation of views, light and air that could have substantial effects on neighboring land uses. g) Within the HC districts, consistency with the purpose, intent and standards of the HC districts. Finding: The proposed site plan is not within the Highway Corridor District. h) Within the BCO district, consistency with the purpose, intent and standards of the BCO district. Finding: The proposed site plan is not within the Bluff Creek Overlay District. i) Maintain an acceptable road system level of service. Finding: The proposed plan does not affect the road system level of service and internally in the site improves upon items that could affect the road system, such as parking and pedestrian circulation. 8. The staff report presented to City Council on April 15th, 2024, and prepared by Eric Maass is incorporated herein. DECISION The City Council approves the proposed rezoning, preliminary plat, and site plan review based on the findings of fact included herein, and subject to the conditions of the staff report. ADOPTED by the Chanhassen City Council this _____ day of _____________, 202_. CHANHASSEN CITY COUNCIL BY:___________________________________ 812 Its Mayor BY:_ __________________________________ Its City Manager 813 City Council Item April 15, 2024 Item Receive the 2023 Planning Annual Report and 2024 Work Plan File No.Item No: I.1 Agenda Section ADMINISTRATIVE PRESENTATIONS Prepared By Rachel Jeske, Planner Reviewed By SUGGESTED ACTION None Motion Type N/A Strategic Priority N/A SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION The Planning Commission reviewed the 2023 annual report and 2024 work plan at their meeting on March 19, 2024 and recommended approval. 814 ATTACHMENTS Planning 2023 Annual Report and 2024 Work Plan 815 CITY OF CHANHASSEN 7700 Market Boulevard Chanhassen, MN 55317 952-227-1100 2023COMMUNITY DEVELOPMENT ANNUAL REVIEW 2024WORK PLAN & CITY OF CHANHASSEN PLANNING COMMISSION 816 COMMUNITY DEVELOPMENT To serve the community by providing resources in an efficient, consistent, and effective manner to ensure a safe, healthy, and sustainable environment. MISSION STATEMENT 817 3 BACKGROUND STAFF & PLANNING COMISSION STAFF PLANNING COMMISSION Eric Maass, Community Development Director Rachel Arsenault, Associate Planner Rachel Jeske, Planner Jamie Marsh, Environmental Resource Specialist Samantha DiMaggio, Economic Develompent Manager Eric Noyes, Chair Kelsey Alto, Vice Chair Edward Goff Steve Jobe Erik Johnson Perry Schwartz Ryan Soller As required by the City Code section 2-46.03 (e) Reports: The Planning Commission shall make an annual written report to the City Council. Provided in this report is a summary of actions and projects reviewed by the City in 2023 as it relates to community development. The report also includes anticipated projects for 2024. 818 4 BUILDING PERMITS In 2023, the city issued building permits for 37 single family home permits. The city currently has 35 platted single family lots and 51 attached single family lots available for construction. This represents less than one year of lot supply which indicates a strong market opportunity and demand for the platting of additional residential lots. 2023 REVIEW Planning staff reviewed 20 development review applications in 2023. These included seven site plan reviews, one Planned Unit Development amendment, one land use amendment, one interim use permit, one lot line adjustment, one interim moratorium, and eight variances. 16 of these cases were reviewed by the Planning Commission. In addition, the Commission reviewed 5 Code amendments. One Planning case was a metes and bounds subdivision, which was reviewed by City Council. OTHER PERMITS Temp Events - 23 Chicken Permits - 9 Beekeeping Permits - 0 Seasonal/Special Sales - 3 Special Events - 1 819 5 2023 PROJECT SUMMARY Staff The community development department has reorganized due to the retirement of Kate Aanenson, Community Development Director, Sharmeen Al-Jaff, Senior Planner, Jill Sinclair, Natural Resource Specialist, and Bob Generous, Senior Planner. The community development department now consists of Eric Maass, Community Development Director, Rachel Arsenault, Associate Planner, Rachel Jeske, Planner, Jamie Marsh, Environmental Resource Specialist, and Samantha DiMaggio, Economic Development Manager. Short term rental Program On October 10, 2022, the city adopted requirements for short term rental operations in section 20-961 of the Chanhassen City Code. In 2023, the department administered the short term rental licensing program which resulted in the licensing of 20 short-term rentals. The program will be reviewed by the City Council in 2024, and the ordinance will be amended as deemed necessary. DeveloPment aPPlicationS revieweD in 2023 »The Avienda project submitted for preliminary plat and site plan approval for 53 rowhomes which were approved and are anticipated to begin construction in 2024. »The Audubon Business Park applied for site plan approval which will replace the currently vacant land with 394,247 sq ft of building area consisting of two bulidings. »Xcel Energy Service Center West of Audubon Parkway on Highway 5 obtained approval to construct 122,605 sq ft of building area across five total buildings. »Cafe Zupas applied for preliminary plat, site plan, and conditional use approval for the construction of a fast casual restaurant with drive through and pickup windows. The project was ultimately denied as drive throughs were eliminated as a conditional use within the underlying zoning ordinance for that property. »Southwest Village Commercial Development Site Plan Approval. »Crimson Bay Land Use Amendment. With the extension of city utilities one lot applied for a comp plan amendment from Residential Large Lot to Residential Low Density. »Lifetime applied for site plan approval for a pickleball facility including both indoor and outdoor courts as well as lounge and patio space. »Affinitech submitted for site plan review to construct a new industrial office building. »The city also reviewed 7 residential variances, 1 commercial variance, and 1 commercial interim use permit. city coDe »The department researched and prepared four ordinance amendments in 2023 which were adopted by the City. Those ordinance amendments included the following; nuisance light, Central Business District zoning district update, Central Business District definitions update, and minimum parking requirements. »Planning and Engineering staff have been collaborated on reorganizing the City Code in 2023 and plan to bring the final code reorganization to the City Council in 2024 for adoption. 820 2024 ANTICIPATED PROJECTS The department anticipates the following projects to be completed in 2024: 6 1. Downtown Design Standards/Guidelines and Downtown Wayfinding Planning Projects 2. Native Landscapes Ordinance Amendment 3. Accessory Dwelling Unit Ordinance Amendment 4. Cannabis Regulation Ordinance Adoption 5. Sign Ordinance Amendment 6. Permits & Inspections 7. Chanhassen Cinema and Country Inn & Suites Hotel Redevelopment Proposal 8. Chanhassen Civic Campus Development 9. Miscellaneous Development Review 10. Miscellaneous Permitting Request 821 DEVELOPMENT REVIEW COMMUNITY DEVELOPMENT DEPARTMENT The community development department consists of the planning director, two planners, an environmental resource specialist, and an economic development manager. The Planning Division saw extensive shakeup for 2023 with the retirement of the Community Development Director, two Senior Planners and the Natural Resources Specialist. Planning staff enforces the zoning ordinance, reviews building plans, prepares current and long-range plans for the community, discusses development potential for individual properties, reviews development proposals and coordinates this review with other departments and agencies, prepares reports for the Planning Commission, Economic Development Commission, Environmental Commission, and City Council, provides information about the community to businesses, property owners and the general public, performs research projects and writes ordinances and resolutions. 822 8 DEVELOPMENTS Xcel energy Service center (Pc #2023-01) A 21.7-acre property with five buildings, a communication tower, and a screened outdoor storage yard. The primary building will be 80,000 square feet: comprised of office space, crew area, vehicle storage, and vehicle maintenance areas. This facility will serve as the new service center for electric distribution operations in the southwest metropolitan area. 823 9 SouthweSt village PlanneD unit DeveloPment Site Plan (Pc #2023-04) Southwest Transit proposed a site plan for development of the remaining vacant land at their transit station near the intersection of Lyman Blvd and Great Plains Blvd adjacent to the Highway 212 interchange. The project proposed a drive through coffee user as well as a 12,500sf commercial building that was anticipated to be filled by a coworking business. The project recieved city approvals however the project was not constructed when a tenant for the commercial building could not be secured. 824 10 Preliminary Plat anD Site Plan for cafe ZuPaS at weSt village center (Pc #2023-08) A minor subdivision was proposed to create an additional buildable lot at the West Village Center for the construction of a Cafe Zupas restaurant. The proposal was ultimately denied following a moratorium to study the downtown zoning district ordinance which upon adoption of an updated ordinance eliminated drive throughs as a conditional use within the downtown zoning district. The preliminary plat was approved and the site plan was denied as the applicant did not revise the plans that showed a drive through. The preliminary plat approval has since lapsed. 825 11 Site Plan for lifetime Pickleball (Pc #2023-13) Lifetime proposed to develop a vacant parcel on their corporate campus into a pickleball facility to augment the existing full service club including pool, gym, and cafe space. The project proposed eight indoor pickleball courts, a cafe space including food and beverage service as well as 7 outdoor courts and outdoor patio space. 826 12 auDubon buSineSS Park (Pc #2023-16) A 29.24-acre property located on the southeast corner of Audubon Road and Coulter Boulevard will consist of two industrial and office combined use buildings. Totaling nearly 400,000 square feet of new industrial office space, this development will support the local business economy and provide additional employment opportunities. 827 13 orcharD lane meteS & bounDS SubDiviSion (Pc #2023-17) A two-lot subdivision of a 1.79-acre parcel zoned Residential Single Family and guided Residential Low Density. 828 14 affinitech (Pc #2023-22) A mixed use building construction as apart of the Chanhassen West Business Park Planned Unit Development (PUD). This development will facilitate the construction of a 33,283 square foot office and light industrial use building. The entire site is 2.81 acres and will be constructed with a floor area ration of 0.28. 829 15 OVERVIEW Planning caSeS TYPE 2019 2020 2021 2022 2023 5 YR. AVG. VARIANCES 10 10 17 7 8 10 CONDITIONAL USE PERMITS 1 1 2 0 1 1 INTERIM USE PERMITS 1 1 4 0 1 1 REZONINGS 0 1 2 0 1 1 SITE PLAN REVIEWS 5 2 2 1 6 3 PLANNED UNIT DEVELOPMENTS 1 4 0 1 1 1 SUBDIVISIONS 4 1 6 4 3 4 EASEMENT VACATIONS 3 2 2 2 1 2 WETLAND ALTERATION PER- MITS 1 0 0 0 2 0 CODE AMENDMENTS 24 5 14 18 4 13 COMPREHENSIVE PLAN AMENDMENTS 0 0 0 0 1 0 TOTAL 50 24 49 33 29 36 reSiDential SubDiviSionS CASE #PROJECT NAME GROSS ACRES NET ACRES TOTAL UNITS GROSS DENSITY NET DENSITY 2023-10 Avienda Rowhomes 43.37 6.77 53 1.22 7.83 2023-17 Orchard Lane Metes & Bounds 1.75 1.75 2 1.14 1.14 TOTALS 45.12 8.52 55 1.22 6.46 Site Plan review PROJECT LOCATION PROJECT NAME BUILDING SQUARE FEET ACRES TYPE OF USE #2023-01 1900 Coulter Blvd Xcel Energy Service Center 122,605 21.7 Industrial Office Park #2023-10 250960420, 250960410, 250960450 Avienda Rowhomes 123,200 6.77 Residential, Commercial, and Office #2023-13 2970 Water Tower Place Lifetime Pickleball Facility 26,000 2.68 Commercial #2023-16 1650 & 1700 Coulter Blvd Audubon Business Park 394,247 29.24 Industrial Office Park #2023-22 2451 Galpin Ct Affinitech 33,283 2.81 Office and Light Industrial TOTALS 699,335 63.2 830 16 Planning commiSSion attenDance dsfJanuary 3January 17February 7February 21March 7March 21April 4April 18May 2May 16June 6June 20July 4July 18August 1August 15September 5September 19October 3October 17November 6November 21December 5Precentage of AttendanceEric Noyes | Chair Term Ends: 4/2026 -1 --1 1 -1 -1 1 1 -0 --1 1 1 1 0 -1 86% Kelsey Alto | Vice Chair Term Ends: 4/2024 1 0 1 1 1 1 0 1 1 0 1 1 1 1 79% Erik Johnson Term Ends: 4/2024 -1 --1 1 -1 -1 1 1 -1 --1 1 0 1 1 -1 93% Edward Goff Term Ends: 4/2025 -1 --1 1 -1 -1 1 1 -1 --1 1 1 1 1 -1 100% Ryan Soller Term Ends: 4/2025 -1 --0 1 -0 -1 1 0 -1 --1 0 1 1 0 -1 64% Perry Schwartz Term Ends: 4/2025 -1 --1 1 -1 -1 1 1 -1 --1 1 1 0 1 -1 93% Steve Jobe Term Ends: 4/2026 ----1 -1 1 1 -0 --1 1 1 1 1 -1 90% Total Attended 0 6 0 0 4 6 0 6 0 7 7 5 0 5 0 0 7 5 6 6 5 0 7 831 17 reSiDential DeveloPmnet StatiSticS Single-family DetacheD CASEPROJECT NAMEFINAL PLAT APPROVEDGROSS ACRESROW ACRESWETLAND/PRIMARY/POND ACRESMISC. ACRESPARK LANDNET ACRESTOTAL UNITSGROSS DENSITYNET DENSITYLAND USE DENSITY2000-01 Marsh Glen 7/24/2000 13.41 1.45 1.91 0 10.05 19 1.42 1.89 low 2000-02 Lucas Igel Addition 7/23/2001 1.09 0 0 0 1.09 2 1.83 1.83 low 2000-03 Summerfield 2nd Addition 10/23/2000 5 0.95 0 0 4.05 10 2.00 2.47 low 2000-08 Arvidson’s Addition 11/27/2000 2.47 0 0 0 2.47 4 1.62 1.62 low 2000-09 White Oak Additions 10/9/2000 3.4 0.6 0 0 2.8 5 1.47 1.79 low 2000-15 Ashling Meadows 4/9/2001 40.03 6.39 4.78 0 0 28.86 51 1.27 1.77 low 2001-03 Big Woods 8/27/2001 6.3 1.1 0 0 0 5.2 9 1.43 1.73 low 2001-06 Tristan Heights 6/11/2001 1.15 0 0 0 0 1.15 2 1.74 1.74 low 2001-10 Lake Lucy Ridge 5/28/2002 18.57 2.4 7.16 9.01 17 0.92 1.89 low 2002-02 Knob Hill 2nd 7/22/2002 7.59 1.22 0.57 0 0 5.8 9 1.19 1.55 low 2002-04 Hidden Creek Estates 7/22/2002 22.28 3 8.5 0 0 10.78 20 0.90 1.86 low 2002-02 Vasserman Ridge 7/22/2002 68.76 8.69 27.92 1.94 0 30.21 84 1.22 2.78 low 2002-06 Boyer Lake Minnewashta Add.8/26/2002 13.59 1.26 2.34 3.25 6.74 10 0.74 1.48 low 2002-07 Willow Ridge 3rd Addition 5/28/2002 2.09 0 0 0 0 2.09 2 0.96 0.96 low 2003-07 Countryside 6/14/2004 5.93 1.02 0.58 4.33 10 1.69 2.31 low 2003-12 Burlewood 12/8/2003 5.17 1.75 3.42 9 1.74 2.63 low 2004-10 Walnut Grove 2nd 6/14/2004 3.09 0.5 1.1 1.49 4 1.29 2.68 low 2004-05 Settlers West 7/12/2004 44.56 4.17 0 16.13 24.26 48 1.08 1.98 low 2004-03 Kenyon Bluff 4/12/2004 2.16 0.24 0.37 1.55 3 1.39 1.94 low 2004-23 Lotus View Addition 1/10/2005 2.83 2.83 2 0.71 0.71 low 2004-26 Frontier 2nd Addition 8/23/2004 2.61 0 0 2.61 5 1.92 1.92 low 2004-31 Hidden Creek Meadows 6/13/2005 19.24 2.02 5.96 11.26 21 1.09 1.87 low 2004-36 Pinehurst 3/14/2005 27.62 4.28 0.14 23.2 41 1.48 1.77 low 2004-43 Yoberry Farm (Highcrest)4/11/2005 35.79 5.54 4.53 0.39 25.33 57 1.59 2.25 low 2005-02 Crestview 5/9/2005 3.36 0.6 2.76 5 1.49 1.81 low 2005-05 John Henry 4/11/2005 1.19 1.19 3 2.52 2.52 low 2005-08 Fox Den 4/25/2005 2.77 0.64 2.13 6 2.17 2.82 low 2005-14 Lake Harrison 7/12/2005 62 6.17 20.9 1.53 4.42 28.98 38 0.61 1.31 low 2005-21 Frontier 3rd Addition 7/25/2005 0.77 0.77 2 2.60 2.60 low 2005-25 Minnewashta Creek Hills 8/22/2005 1.4 1.4 3 2.14 2.14 low 832 18 reSiDential DeveloPmnet StatiSticS Single-family DetacheD cont.CASEPROJECT NAMEFINAL PLAT APPROVEDGROSS ACRESROW ACRESWETLAND/PRIMARY/POND ACRESMISC. ACRESPARK LANDNET ACRESTOTAL UNITSGROSS DENSITYNET DENSITYLAND USE DENSITY2005-26 Harvieux Addition 9/29/2005 1.99 0 0 0 0 1.99 3 1.51 1.51 low 2005-37 Stonefield 4/10/2006 17.63 2.23 15.4 30 1.70 1.95 low 2005-44 Christianson Sub 4/10/2006 1.05 1.05 2 1.90 1.90 low 2006-02 Eidness Metes & Bounds 1/23/2006 2.18 2.18 2 0.92 0.92 low 2006-10 Boulder Cove 9/25/2006 13.69 1.95 1.23 10.51 39 2.85 3.71 low 2007-02 The Arbors 4/9/2007 19.83 3.05 0.9 15.88 22 1.11 1.39 low 2007-03 Fox Hill 7/9/2007 1.69 0.3 1.39 3 1.78 2.16 low 2007-07 Gauer 4/23/2007 1.09 1.09 2 1.83 1.83 low 2007-09 Lotus Woods 10/22/07 7.6 0.9 0.29 0.5 5.91 11 1.45 1.86 low 2009-01 Apple Tree Estates 6/8/2009 7.43 1.04 0.65 5.74 7 0.94 1.22 low 2009-02 Senn Metes & Bounds 3/9/2023 3.66 3.66 2 0.55 0.55 low 2010-09 Pioneer Pass 9/13/2010 63.4 10.52 17.58 0 8.71 26.59 94 1.48 3.54 low 2010-12 Lakeview (Reflections at Lake Riley)2/28/2011 50.48 6.86 19.85 4.83 18.94 66 1.31 3.48 low 2012-16 Wynsong 1/28/2013 9.37 2.3 7.07 4 0.43 0.57 low 2013-04 Fretham 15th Addition 8/26/2013 2.29 0.1 2.19 4 1.75 1.83 low 2013-09 Bluff Creek Woods 8/26/2013 3.57 0.78 2.79 3 0.84 1.08 low 2013-12 Preserve at Rice Lake 8/12/2013 13.22 1.66 7.56 4 16 1.21 4.00 low/ medium 2013-13 Camden Ridge 9/9/2013 22.93 4.62 1.27 3.5 13.54 58 2.53 4.28 medium 2013-18 Lake St. Joe’s Cove 9/9/2013 4.04 0.97 0.15 2.92 8 1.98 2.74 low 2014-02 Hummingbird Heights 1/27/2014 1.667 0.93 0.737 2 1.20 2.71 low 2014-06 Arbor Cove 6/9/2014 3.26 3.26 4 1.23 1.23 low 2014-08 Fretham 19th Addition 1.51 1.51 4 2.65 2.65 low 2014-09 Boulder Cove 6/9/2014 13.38 2.42 2.86 8.1 31 2.32 3.83 low 2014-12 Black Walnut Acres 2nd 5/27/2014 2.4 0.37 2.03 1 0.42 0.49 low 2014-18 Vistas at Bentz Farm 10/27/2014 19.645 2.04 7.88 9.725 15 0.76 1.54 low 2014-30 2061 W. 65th Street Metes & Bounds 11/24/2014 0.69 0 0 0 0.69 2 2.90 2.90 low 2014-36 2631 Forest Avenue Metes & Bounds 12/8/2014 2.57 2.57 2 0.78 0.78 low 2015-08 Redstone Ridge 5/26/2015 2.74 2.74 4 1.46 1.46 low 2015-16 Arbor Glen 7/24/2017 8.49 3.9 4.59 18 2.12 3.92 low 833 19 reSiDential DeveloPmnet StatiSticS Single-family DetacheD cont.CASEPROJECT NAMEFINAL PLAT APPROVEDGROSS ACRESROW ACRESWETLAND/PRIMARY/POND ACRESMISC. ACRESPARK LANDNET ACRESTOTAL UNITSGROSS DENSITYNET DENSITYLAND USE DENSITY2015-18 Glaccum 9/14/2015 3.12 0.86 0.44 1.82 4 1.28 2.20 low 2016-09 Anthem on the Park 8/22/2016 8.96 1.81 1.84 5.31 12 1.34 2.26 low 2016-13 Foxwood 7/25/2016 43.55 4.68 20.86 18.015 46 1.06 2.55 low 2017-06 Lotus Woods 7/22/2019 1.16 0.11 1.05 2 1.72 1.90 low 2017-15 Fawn Hill 8/28/2017 11.64 1.11 4.45 6.08 10 0.86 1.64 low 2007-02 The Arbors 2nd Add.3/26/2018 2.08 2.08 3 1.44 1.44 low 2018-10 3861 Red Cedar Point 7/9/2018 1.024 0.14 0.884 2 1.95 2.26 low 2018-13 Glendale Drive Homes 8/26/2019 2.297 0.155 2.142 5 2.18 2.33 low 2019-01 The Park 8/12/2019 158.45 5.94 9.93 40.33 90.7 11.55 55 0.35 4.76 low 2019-01 The Park 2nd 1/27/2020 38.42 3.95 0.3 21.1 13.07 57 1.48 4.36 low 2019-01 The Park 3rd 12/14/2020 10.02 1.95 8.075 26 2.59 3.22 low 2019-01 The Bluffs at Lake Lucy (The Park 4th) 9/14/2020 32.41 3.81 2.17 12.67 13.76 31 0.96 2.25 low 2019-13 Berrospid 11/9/2020 2.02 0.06 1.96 3 1.49 1.53 low 2019-17 Boylan Shores 6/22/2020 2.71 0.06 0.75 1.9 3 1.11 1.58 low 2020-06 Ann Nye 5/26/2020 6.4 0.12 3.84 2.44 2 0.31 0.82 low 2020-12 901 Carver Beach (Chaparral) 5/27/2020 2.4 0.005 0.9 1.495 2 0.83 1.34 low 2020-22 Deer Haven 5/10/2021 2.81 0 0 0 0 2.81 4 1.42 1.42 low 2021-09 2300 Melody Hill Rd 5/10/2021 1.3 1.3 2 1.54 1.54 low 2021-12 Erhart Farm 6/13/2022 117.14 3.29 25.11 76.45 0.69 11.6 19 0.16 1.64 low 2021-15 Eagle Bluff 8/9/2021 4.1 0 2.5 0 0 1.6 2 0.49 1.25 low 2022-02 Cunningham 2nd 6/13/2022 3.36 0 0.07 3.29 2 0.60 0.61 low 2022-10 Fox Hill 2/13/2023 2.47 0.364 0.141 1.965 4 1.62 2.04 low 2023-17 Orchard Lane Metes & Bounds 7/24/2023 1.75 0 0 0 0 1.75 2 1.14 1.14 low SUBTOTAL 1,189.30 120.50 227.43 146.28 142.54 552.55 1,258.00 1.06 2.28 PERCENT 10.1%19.1%12.3%12.0%46.5% 834 20 reSiDential DeveloPmnet StatiSticS multi-family CASEPROJECT NAMEFINAL PLAT APPROVEDGROSS ACRESROW ACRESWETLAND/PRIMARY/POND ACRESMISC. ACRESPARK LANDNET ACRESTOTAL UNITSGROSS DENSITYNET DENSITYLAND USE DENSITY2000-01 Presbyterian Homes 10/14/2002 5.11 0 0.3 0 0 4.81 161 31.51 33.47 Mixed Use 2000-02 Highlands of Bluff Creek 6/15/2004 6.52 0.86 1.8 3.86 16 2.45 4.15 medium 2000- 03 Liberty on Buff Creek 3/27/2006 91.02 11.45 40.06 39.51 407 4.47 10.30 medium 2000- 08 The Preserve at Bluff Creek 6/26/2006 79.86 10.85 34.31 0.35 34.35 153 1.92 4.45 low/ medium 2000- 09 Gateway Place 2/27/2006 6.2 0.25 0.38 0 5.57 48 7.74 8.62 mixed 2000-15 SouthWest Village 9/9/2013 2.773 1.547 0 0 0 1.226 36 12.98 29.36 mixed 2001-03 Lakeside 10/23/2006 26.29 1.74 4.06 1.44 19.05 101 3.84 5.30 high 2001-06 Riley Crossing (Mission Hills Senior) 2/12/2018 8.64 8.64 150 17.36 17.36 mixed 2001-10 West Park 7/24/2017 9.8 0.79 9.01 64 6.53 7.10 Mixed Use 2002-02 Venue 12/10/2018 4.02 4.02 134 33.33 33.33 comm- CBD 2002-04 Moments of Chanhassen 2/24/2020 3.5 0.34 3.16 48 13.71 15.19 high 2002-02 Lake Place 1/25/2021 3.68 3.68 110 29.89 29.89 high 2002-06 Avienda Townhomes 10/24/2022 16.86 1.53 4.88 5.88 4.57 39 2.31 8.53 Mixed Use 2002-07 Avienda Rowhomes 43.37 36.6 6.77 53 1.22 7.83 Mixed Use SUBTOTAL 307.643 27.487 82.78 41.83 7.32 148.226 1,520 1.06 2.28 PERCENT 8.9%26.9%13.6%2.4%48.2% TOTAL 1,496.95 147.99 310.21 188.11 149.86 700.77 2,778 1.86 3.96 PERCENT 9.9%20.7%12.6%10.0%46.8% 835 21 chanhaSSen PoPulation YEAR METHOD NUMBER INCREASE % INCREASE MET COUNCIL 2000 CENSUS 20,321 4,733 30.4%20,321 2005 ESTIMATE 23,652 3,331 16.4%22,518 2010 CENSUS 22,952 -700 -3%22,952 2015 ESTIMATE 24,655 1,703 7.4%25,194 2020 CENSUS 25,951 1,296 5.3%26,700 2021 ESTIMATE 26,271 320 1.2%- 2022 ESTIMATE 26,399 128 0.5%- 2023 ESTIMATE 26,514 115 0.6%- 2024 ESTIMATE 26,556 42 0.15%- 2025 PROJECTION 27,262 863 3%- 2030 PROJECTION 28,656 1,394 5%31,700 2035 PROJECTION 30,469 1,813 6%- 2040 PROJECTION 31,589 1,390 5%37,100 2050 PROJECTION 32,041 836 PERMITS & BUILDING DEPARTMENT INSPECTIONS The Building Division contains one building official, four inspectors, two full time and one part time support staff. Eric Tessman is the Building Official for the city. The inspectors review building plans for compliance with building codes, inspect buildings under construction, and enforce property maintenance issues. Support staff issue the building permits, schedule inspections, receive all permit applications and distribute building plans for city review. 837 2023 BUILDING DEPARTMENT STAFF 23 STAFF Eric Tessman, Building Official Dave Ding, Building Inspector Joe Gibbons, Building Inspector Bob Sullivan, Mechanical Inspector Tyler Vickerman, Mechanical Inspector Colleen Martino, Support Staff DeeAnn Triethart, Support Staff Allison Vance, Support Staff 838 24 overview In 2023, the city saw a small reduction in the number of new single family homes built compared to the 2018-2022 timeframe. That can be attributed to the supply of vacant platted lots available for construction in the community which underscores the demand in the marketplace for additional development of residential lots. new Single-family home conStruction YEAR PERMIT AVERAGE VALUATION TOTAL VALUATION 2023 35 $585,151 $20,480,302 2022 48 $552,525 $26,521,191 2021 98 $503,774 $49,369,812 2020 68 $411,529 $27,984,000 2019 40 $637,390 $25,495,591 2018 49 $406,275 $19,865,000 Average New Single-Family Home Values Excludes Land Cost inSPectionS YEAR BUILDING INSPECTIONS MECHANICAL INSPECTIONS PLUMBING INSPECTIONS TOTAL INSPECTIONS 2023 3,582 1,342 1,338 6,262 2022 3,775 1,619 1,655 7,049 2021 6,732 1,368 1,430 9,530 2020 3,413 1,171 1,323 5,907 2019 3,467 1,708 1,667 6,842 2018 2,863 1,425 1,551 5,839 builDing activity AVAILABLE LOT INVENTORY (END OF QUARTER)2020 2021 2022 2023 Single-Family Lots 178 92 69 35 Residential Townhome Lots 14 14 53 51 Total Available Lots 192 106 122 87 839 25 new reSiDential builDing PermitS iSSueD YEAR SINGLE FAMILY DUPLEX/TOWNHOUSES APARTMENTS DWELLING 2000 124 34 162 320 2001 85 44 100 229 2002 54 246 300 2003 59 94 243 396 2004 76 16 92 2005 60 24 0 84 2006 89 42 48 179 2007 65 86 18 169 2008 28 38 66 2009 71 14 85 2010 71 30 101 2011 106 62 168 2012 107 78 185 2013 89 86 0 175 2014 57 96 0 153 2015 80 24 0 104 2016 48 0 76 124 2017 55 12 0 67 2018 49 56 268 373 2019 40 18 0 58 2020 68 0 0 68 2021 98 0 110 208 2022 48 0 0 48 2023 35 2 0 37 Average 69 46 43 158 840 2601002003004005006001995199619971998199920002001200220032004200520062007200820092010201120122013201420152016201720182019202020212022NumberYearHOUSING PERMITSAttached Single FamilyApartmentsSingle Family841 CITY OF CHANHASSEN 7700 Market Boulevard Chanhassen, MN 55317 952-227-1100 CITY OF CHANHASSEN PLANNING COMMISSION 2023 COMMUNITY DEVELOPMENT YEAR IN REVIEW & 2024 WORK PLAN 842 City Council Item April 15, 2024 Item Receive 2023 Park and Recreation Department Annual Report File No.Item No: I.2 Agenda Section ADMINISTRATIVE PRESENTATIONS Prepared By Priya Tandon, Recreation Manager Reviewed By Laurie Hokkanen SUGGESTED ACTION "The Chanhassen City Council receives the 2023 Park and Recreation Annual Report." Motion Type Simple Majority Vote of members present Strategic Priority Communications SUMMARY At their March 26, 2024 meeting the Park and Recreation Commission reviewed the 2023 Park and Recreation Department's Annual Report. After discussion, Commissioner Peck made a motion recommending the City Council approve the 2023 Park and Recreation Annual Report. Commissioner Pharis seconded the motion. The motion carried 5-0. BACKGROUND The 2023 Park & Recreation Annual Report identifies accomplishments and information relating to all divisions within the Park & Recreation department. The information is used to evaluate performance in order to deliver quality programs, facilities, and customer service to the Chanhassen community. The majority of the financial information included in this report should be substantially accurate. However, the economic data used in this report from the city's General Ledger Accounting System is unaudited when this report is published and could be subject to adjustments up to the final issuance date of the city's Comprehensive Annual Financial Report (CAFR). 843 2023 highlights are listed below. New in 2023 55+ arts programming grew, with the Chanhassen Senior Center introducing 13 new programs serving 87 participants. Seven hundred patrons enjoyed performances from the Chan-o-laires and Minneapolis LeaguAires choir groups, and 27 patrons took part in 5 Mah Jongg 101 for Beginners classes. The Chanhassen Recreation Center hosted a Garden Tool Swap on May 6 and a Kids' Night Out program on December 8. Forty people dropped off over 150 garden tools as part of the swap, and 20 kids enjoyed games, activities, and a pizza dinner as part of Kids' Night Out. Chanhassen's special events were highlighted, with Minneapolis artist Adam Turman's artwork celebrating the 40th anniversary of the 4th of July Celebration. A free salsa dancing lesson was offered to over 400 patrons as part of the annual Summer Concert Series at City Center Park. Park, Trail, & Facility Projects Ongoing work was done on the Lake Ann Park Preserve Project, including plan adjustments, permitting work, and project funding research. Over $400,000 in grant funding was received in 2023 to go toward the completion of the project. Dividing wall partitions and six air handlers were replaced at the Chanhassen Recreation Center. The Lake Susan Park baseball field underwent a total reconstruction. Playground equipment at South Lotus Lake Park and Sugarbush Park were replaced. Facilities 10,275 recorded picnic shelter patrons 5,293 recorded ice rink users $40,332.11 in Lake Ann Concession and Boat Rental revenue Community Events 10 community events were hosted with over 80,000 attendees ages birth-99 1,000+ volunteer hours Senior Center 11,000+ cumulative participants served, over 2,000 more than 2022 6,450 meals delivered to homebound patrons 3,482 participants took part in trips, parties, classes & programs Over 9,000 cups of coffee served Recreation Center 25,000+ patrons served, over 5,000 more than 2022 227 youth activities and 106 adult activities 4,831.25 non-billable hours valued at $112,932.50 Youth Programs 300+ programs with 4,600+ cumulative participants 697 Rec Center Sports participants 709 Dance for Fun participants 701 Summer Discovery & Lake Ann Camp participants Adult Programs 844 1,358 Rec Center adult program participants 14 adult softball teams with 196 adult participants Adaptive Recreation 157 hours of inclusion support logged 22 adaptive recreation participants Park Maintenance Maintained 70 miles of pedestrian trails and sidewalks Maintained 28 parks & 14 preserves Provided support for 10 special events and 15,000+ hours of athletic games & practices Partners & Sponsors Maintained 144 partnerships & sponsorships that involve all divisions of our department DISCUSSION BUDGET RECOMMENDATION Staff recommends the City Council receive and approve the 2023 Park & Recreation Annual Report. ATTACHMENTS 2023 Park & Recreation Annual Report 845 CITY OF CHANHASSEN 7700 Market Boulevard Chanhassen, MN 55317 952-227-1100 2023PARKS &RECREATIONANNUAL REPORT 846 2 CONTENTS 3 4 5 6 8 14 16 18 20 23 24 25 26 ELECTED OFFICIALS & STAFF FAST FACTS NEW IN 2023 PARK, TRAIL, & FACILITY PROJECTS FACILITIES COMMUNITY EVENTS SENIOR CENTER RECREATION CENTER YOUTH PROGRAMS ADULT PROGRAMS ADAPTIVE RECREATION PARK MAINTENANCE PARTNERS & SPONSORS 847 3 OUR MISSION ELECTED OFFICIALS & STAFF MAYOR & CITY COUNCIL PARKS & RECREATION ADMINISTRATION PARKS & RECREATION MAINTENANCE PARKS & RECREATION COMMISSION Elise Ryan, Mayor Haley Schubert, Councilmember Josh Kimber, Councilmember Mark von Oven, Councilmember Jerry McDonald, Councilmember Karl Tsuchiya, Chair (Jan-Mar) Heather Markert, Vice Chair Don Vasatka, Commissioner, Chair (Apr-Dec) Matt Kutz, Commissioner Jim Peck, Commissioner Dan Eidsmo, Commissioner Scott Fischer, Commissioner (Jan-Mar) Rob Swanson, Commissioner (Apr-Dec) Scott Pharis, Commissioner (Apr-Dec) Alexandra Jerdee, Youth Commissioner (Jan-Aug) Nischay Pattanashetty, Youth Commissioner (Sept-Dec) Laurie Hokkanen, City Manager Matt Unmacht, Assistant City Manager Jerry Ruegemer, Park & Recreation Director Priya Tandon, Recreation Manager Mitchell Czech, Recreation Supervisor Jodi Sarles, Recreation Center Manager Mary Blazanin, Senior Center Coordinator Adam Beers, Park Superintendent Gary Berg, Park Foreman Rob Heinen, Park Operator II Jason Koehnen, Park Operator II John Wickenhauser, Park Operator II (Jan) Josh Hargrove, Park Operator I Kyle Brazil, Park Operator I Nick Jacobson, Park Operator I Ryan Fossen, Park Operator I (May - Oct) Nick Kopp, Park Operator I (Dec.) “The City of Chanhassen emphasizes parks, open space, trails, and recreation. The Parks & Recreation department strives to maintain and enhance the quality of life for Chanhassen residents through quality recreation programs, community events, trails, and facilities in the community. Chanhassen is a community for life, providing for today and planning for tomorrow.” **The majority of the financial information included in this report should be substantially accurate. However, the economic data used in this report from the city’s General Ledger Accounting System is unaudited when this report is published and could be subject to adjustments up to the final issuance date of the city’s Comprehensive Annual Financial Report (CAFR). City Council term year 2023 848 FAST FACTS 10 COMMUNITY EVENTS 80,000+ SPECIAL EVENT ATTENDEES 11,000+ SENIOR CENTER PARTICIPANTS 25,000+ RECREATION CENTER VISITORS 30 PARKS 70 MILES OF TRAILS 23 PICNIC SHELTERS 1 RECREATION CENTER 1 SENIOR CENTER 144 PARTNERSHIPS 13 FULL-TIME STAFF 65 PART-TIME & SEASONAL STAFF 15,000+ HOURS OF ATHLETIC GAMES & PRACTICES 500+ PROGRAMS OFFERED 4 849 5 NEW IN 2023 Garden Tool Swap In partnership with Carver County Environmental Services, the first annual Garden Tool Swap was held at the Chanhassen Recreation Center. Twenty volunteers from Boy scout Troop 220, the Chaska, Chanhassen, & Minnetonka High School Key Clubs, and Green Corps took part in the event. Over 40 people dropped off 157 garden tools as part of the swap, and items remaining after the swap were brought to the Reuse Center to give away. Saturday, May 6 OVER 40 ATTENDEES arTiST parTnerShip: 4Th of July CelebraTion To celebrate the 40th anniversary of the annual 4th of July Celebration, Minneapolis-based artist Adam Turman was commissioned to design the 2023 event logo. The logo was featured in event branding and commemorative merchandise, and showcased the soul of the 4th of July event and Chanhassen community. Tandem KayaK aT laKe ann After the successful addition of a tandem kayak to the Lake Ann Park watercraft rental operation in 2022, a canoe was replaced with a second new tandem kayak in 2023. This second tandem kayak saw 26 rentals and generated $645 in revenue. KidS’ niGhT ouT Twenty kids aged 5-12 enjoyed an evening of activities at the Chanhassen Recreation Center. Kids’ Night activities featured gym games, crafts, a movie, and a pizza dinner. Friday, December 8 55+ arTS proGramminG GrowS in 2023 Art, learning, and music programming at the Senior Center took center stage in 2023, with new classes and programs designed to increase music appreciation, game skills, and artistic talents. Classes and events included: »1 - Intergenerational Summer Acrylic Painting (6 participants) »1 - Holiday Centerpiece Workshop (14 participants) »3 - Natural Dye Scarf Making (9 participants) »5 - Mah Jongg 101 for Beginners (27 participants) »8 - Pencil Art and Drawing (57 participants) »21 - Community choir Performances featuring the Chan-o-laires (620 attendees) and Minneapolis LeaguAires (80 attendees) SalSa danCinG leSSon As part of the annual Summer Concert Series, a free salsa dancing lesson was offered in partnership with a performance by local Twin Cities salsa band, Salsa del Soul. Over 400 people attended the performance and salsa dance. Thursday, July 20 OVER 400 ATTENDEES 850 6 PARK, TRAIL, & FACILITY PROJECTS LAKE ANN PARK PRESERVE PROJECT: ONGOING WORK Beginning with the concept park plan developed in 2018, the city is fulfilling a fifty-year plan to preserve the forests and wetlands located between Lake Ann and Lake Lucy. Ongoing work was completed on this project in 2023, including concept plan adjustments, permitting work, and project funding research. Great River Greening: $158,000 (invasive species removal) Minnesota DNR: $250,000 (local trail connection) Grant funding received in 2023: $408,000 CHANHASSEN RECREATION CENTER WALL PARTITION & AIR HANDLER REPLACEMENT Dividing wall partitions in the community rooms and six air handlers were replaced at the Chanhassen Recreation Center in 2023. The wall replacement project was completed on April 28, 2023, which allowed for more versatile use of the Rec Center community Space. Six air handlers were replaced at the Rec Center and Bluff Creek Elementary building between June 10 and June 30, which allowed for more efficient cooling of the Rec Center space. WALL PARTITIONS: $34,066.70 AIR HANDLERS: $32,145.00 (City portion) 851 SOUTH LOTUS LAKE PARK SOUTH LOTUS LAKE PARK 7 2023 PARK & CAPITAL IMPROVEMENT PROGRAM (CIP) PARK EQUIPMENT REPLACEMENT FUND: $190,000 »The Park Equipment Replacement Fund was established in 2019 as an annual fund to replace park amenities that are no longer serviceable. 2023 projects included a total reconstruct of the Lake Susan Park baseball field and new playground equipment at both South Lotus Lake Park and Sugarbush Park. SUGARBUSH PARK 852 8 FACILITIES The City of Chanhassen offers quality active and passive recreation opportunities by providing a variety of recreational spaces for people of all ages to enjoy in every season. 70 Miles of Trail 30 Parks 29 Playgrounds 6 Community Parks 24 Neighborhood Parks 14 Preserves 1 Senior Center 1 Recreation Center 445 Acres of Park Space 25 Basketball Courts 4 Sand Volleyball Courts 5 Youth/Adult Baseball Fields 693 Acres of Open Space 16 Tennis Courts 20 Soccer Fields 3 Adult Softball Fields 10 Fishing Piers 23 Picnic Shelters 10 Pickleball Courts 20 Youth Baseball/Softball Fields 5 Public Beaches 5 Boat Launches 11 Seasonal Ice Rinks 5 Sledding Hills 1 Skate Park 1 Disc Golf Course 853 9 SENIOR CENTER 7700 MARKET BOULEVARD Dedicated in 1992, the Senior Center provides educational and social activities, trips, and meeting spaces for active older adults ages 55+. The center includes two kitchenettes, a large group gathering and dining space, the Maple Corner for smaller groups and events, and a large workshop for wood carving projects. CHANHASSEN RECREATION CENTER 2310 COULTER BOULEVARD Built in 1995, the Chanhassen Recreation Center is a year- round facility that hosts over 25,000 patrons annually. Facilities at the Recreation Center include a single- court gymnasium, fitness center, dance studio, meeting and party rooms, a conference room, two hockey rinks (winter), family rink (winter), warming house, tennis courts, pickleball courts, ball fields, and soccer fields. The Recreation Center hosts a wide variety of adult, senior, and youth programming and city-sponsored and external special events. SKATE PARK AT CITY CENTER PARK SNOWMELT-LATE FALL (WEATHER DEPENDENT) The Skate Park at City Center Park is open snowmelt through late fall and hosts over 5,000 users annually. The facility provides a variety of permanent obstacles no larger than 48 inches for skateboards, scooters, bicycles, and in-line skates. The Skate Park was initially constructed in 1999 and was most recently refurbished in 2003. 854 10 COMMUNITY PARKS LAKE ANN PARK 1456 weST 78Th STreeT Amenities include two picnic shelters, six ballfields, one soccer field, one tennis court, one sand volleyball court, two playgrounds, a fishing pier, a swimming beach, non- motorized boat access, seasonal watercraft rentals & concessions, grills, picnic tables, and an internal trail system. »Lake Ann Park hosts various special events and programs, including February Festival, the 4th of July celebration, the annual senior picnic, adult softball leagues, and youth athletic games, practices & tournaments. LAKE SUSAN PARK 903 laKe drive Amenities include one picnic shelter, one ballfield, two tennis courts, one basketball court, two sand volleyball courts, one playground, a fishing pier, boat access, grills, and picnic tables. BANDIMERE PARK 9405 GreaT plainS boulevard Amenities include three ballfields, three soccer fields, one seasonal hockey rink, one seasonal family skating rink, a disc golf course, a playground, grills, picnic tables, and an internal trail system. CITY CENTER PARK 7700 marKeT boulevard Amenities include four ballfields, five soccer fields, four tennis courts, three basketball courts, one seasonal hockey rink, one seasonal family skating rink, one playground, the Skate Park, and the City Center Park Plaza. »City Center Park hosts various special events and programs, including the 4th of July Celebration, Summer Concert Series sponsored by Old National Bank, and the Chanhassen Farmers’ Market. Chanhassen City Hall, the Senior Center, and the Chanhassen Library are also located here. CHANHASSEN RECREATION CENTER 2310 CoulTer boulevard Amenities include a single-court gymnasium, fitness center, dance studio, meeting and party rooms, conference room, two outdoor hockey rinks (winter), family outdoor rink (winter), warming house, two tennis courts, six pickleball courts, ball fields, and soccer fields. »The Chanhassen Recreation Center hosts a wide variety of city programs and events including the Barnyard Boogie, Halloween Party, 55+ Senior Expo, and more. SOUTH LOTUS LAKE PARK 7610 SouTh Shore dr Amenities include one basketball court, two tennis courts, one playground, picnic shelter, sledding hill, dock, and boat access. 101 212 Powers Blvd.5 Ma r k e t B l v d .Powers Blvd.Lyman Blvd. 855 11 OUTDOOR ICE RINKS & WARMING HOUSES *reCreaTion CenTer (1 family, 2 hoCKey) *roundhouSe parK (1 family) +CiTy CenTer parK ( 1 family, 1 hoCKey) +n. loTuS laKe parK (1 family, 1 hoCKey) +bandimere parK (1 family, 1 hoCKey) pioneer paSS parK (1 family) 5,293 SKaTerS DECEMBER 27, 2022 – FEBRUARY 21, 2023 *DENOTES PERMANENT WARMING HOUSE; + DENOTES TEMPORARY WARMING HOUSEEXPENSES: $37,249.41Seasonal attendant wages, rink maintenance, and temporary warming houses. Daily Operating Cost: $653.50 There are five beaches in Chanhassen: Lake Ann Park, Greenwood Shores Park, Carver Beach Park, Roundhouse Park, and Minnewashta Park (operated by Carver County Parks). In 2023, lifeguards were on duty at Lake Ann Park from June 3 – August 13 from 11:00 a.m. – 6:00 p.m. daily. However, due to a national lifeguard shortage hours were shortened and some days went unstaffed during the end of the season. laKe ann parK 1456 W 78TH ST. Lifeguards on Duty: June 5 - August 15; 9AM - 6PM Daily Greenwood ShoreS parK 7110 UTICA LN. Located on Lake Ann Carver beaCh parK 6891 LOTUS TRL. Located on Lotus Lake roundhouSe parK 3950 KINGS RD. Located on Lake Minnewashta laKe minnewaShTa reGional parK 6900 HAZELTINE BLVD. Operated by Carver County Parks Temporary outdoor skating rinks are flooded seasonally on asphalt and grass surfaces at six Chanhassen parks: the Chanhassen Recreation Center, City Center, North Lotus Lake, Bandimere, Roundhouse, and Pioneer Pass Park. Permanent or temporary warming houses are provided at most rink locations (all but Pioneer Pass Park). In 2023, 21 rink attendants were hired on a seasonal basis to supervise the rinks and warming houses. 2023 LAKE ANN CONTRACT LIFEGUARD EXPENSES: $34,066.70 BEACHES 856 12 LAKE ANN PARK WATERCRAFT RENTAL & CONCESSIONS The Lake Ann concession stand offers concessions & watercraft rentals to patrons at Lake Ann Park, Memorial Day through mid-August. Watercraft rental options include: »Paddleboards »Paddleboats »Canoes »Kayaks (single & tandem) »Rowboats 32 Canoe and Kayak rental racks are available at Lake Ann and Lotus Lake and can be rented from April through October. BOAT RENTAL RACKS Total Boat Rentals Revenue Concessions & Rental Expenses Total Profit 1,363 $1,732.25 $40,332.11 $25,844.56 $14,487.55 Concessions & Rental Revenue 857 13 The City of Chanhassen has 23 picnic shelters: three at community parks that can be rented and 19 neighborhood shelters available on a first-come, first-serve basis. The Lakeside Pavilion and Klingelhutz Pavilion are at Lake Ann Park, and the Lake Susan Picnic Shelter is at Lake Susan Park. Both community and neighborhood picnic shelters are used to host city programs and special events. PICNIC SHELTERS Revenue $16,335 10,275 USERS 116 RENTALS 0 $5,000 $10,000 $15,000 $20,000 2014 $17,200 $15,200 $16,600 $16,400 $3,080 $15,445 $19,357 $15,200 2015 2016 2017 2018 2019 2020 2021 2022 $19,456 2023 $16,335 RENTAL REVENUEKlingelhutz Pavilion - 38 Lakeside Pavilion - 40 Lake Susan Pavilion - 38 2023 Pavilion Reservations 116 Total Reservations 858 14 COMMUNITY EVENTS february feSTival The 30th annual outdoor winter festival and ice fishing contest was canceled due to inconsistent ice conditions on Lake Ann. Saturday, February 4, 2023 (Canceled) 0 ATTENDEES EXPENSES: $3,853.19 eaSTer eGG Candy hunT This event includes a candy and egg hunt, a coloring contest, and a visit from the Easter bunny. Saturday, April 8, 2023 2,000 ATTENDEES REVENUE: $5,220.00 | EXPENSES: $2,255.72 memorial day Ceremony IN PARTNERSHIP WITH THE CHANHASSEN AMERICAN LEGION POST 580 Presented by the Chanhassen American Legion Post 580 and the City of Chanhassen, the Memorial Day Ceremony honors soldiers who have paid the ultimate price for our country’s freedom. Monday, May 29, 2023 500 ATTENDEES EXPENSES: $2,703.22 Summer ConCerT SerieS In this three-month series, nine bands from various genres perform free evening concerts in City Center Park. Attendees can also enjoy concessions, a food truck, or a beverage from Chanhassen Brewing Company. Thursdays, June 8 - August 10, 2023 2,000 ATTENDEES REVENUE: $3,938.98 | EXPENSES: $6,164.70 4Th of July CelebraTion This three-day festival includes over 30 activities and performances including carnival rides, live music, family activities, food vendors, a street dance, parade, fireworks display, and more. Special thanks to the Rotary Club of Chanhassen for presenting the beer garden, food vendors, classic car show, and parade as part of the celebration. Sunday - Tuesday, July 2, 3, & 4, 2023 OVER 70,000 ATTENDEES REVENUE: $31,748.87 | EXPENSES: $115,495.39 TOTALEXPENSES: $203,205.03 General Expenses: $138,205.03 Full-Time Wage (Est.): $65,000 Revenue: $50,796.95 BY THE NUMBERS »10 community events »80,000+ attendees ages birth-99 »1,000+ volunteer hours barnyard booGie CO-HOSTED WITH VICTORIA PARKS & RECREATION An evening of barnyard-themed family fun including a petting zoo, dance, crafts, games, and refreshments. Friday, September 15, 2023 284 ATTENDEES REVENUE: $1,988.00 | EXPENSES: $1,232.11 859 15 holiday bouTiquehalloween parTy Tree liGhTinG CeremonyarTiSan fair Handcrafted and commercial items are featured in this annual holiday shopping event. A total of $35 in cash and 176 pounds of food donations were collected for Bountiful Basket Food Shelf as part of this event. A delightfully spooky night filled with trick-or-treating, carnival games, activities, live entertainment, and refreshments for children and their families. This event features bonfires, carolers, refreshments, live reindeer, a visit from Santa, and marks the official lighting of the holiday lights at City Center Park. Kicking off the holiday shopping season, local artisans sell handcrafted items. $223 in cash and 394 pounds of food donations were collected for PROP Food Shelf as part of this event. Saturday, December 2, 2023 OVER 400 ATTENDEES | 34 EXHIBITORS REVENUE: $1,215.00 | EXPENSES: $375.00 Saturday, October 28, 2023 1,000 ATTENDEES REVENUE: $3,120 | EXPENSES: $3,820.60 Saturday, December 2, 2023 900 ATTENDEES EXPENSES: $2,305.10 Saturday, November 4, 2023 OVER 500 ATTENDEES | 36 EXHIBITORS REVENUE: $1,261.00 COMMUNITY EVENT SPONSORSHIP PROGRAM In 2023, 38 local businesses contributed to the annual Community Events Sponsorship program, generously donating $39,016.70 towards Chanhassen’s Community Events. The entire Chanhassen community is grateful to our community event sponsors for making these events possible! CashDonations $23,100 DonatedMerchandise $15,916.70 LocalBusinesses 38 860 16 SENIOR CENTER The Chanhassen Senior Center is a community engagement facility that offers programs, trips, meals, activities, education, and wellness services for patrons 55 and older. The Senior Center is staffed by one full-time coordinator. 7700 MARKET BOULEVARD NO ANNUAL MEMBERSHIP FEE VOLUNTEERS GRANTS & DONATIONS The Senior Center relies on over 100 volunteers to maintain quality programming. Volunteer coordinators run weekly and monthly groups. Volunteer leaders and commissioners devote time to special events. Local government and non-profit agencies provide free, valuable information and resources during educational outreach and individual meetings with patrons. »Created in 2021, The Martha Walker Memorial Fund provides scholarships for patrons deterred from enjoying fee-based programs and trips due to financial strains. In 2023, $377 in donations allowed 24 patrons to receive partial or full scholarships to participate in programs, classes, and adventure trips. »Local senior housing sites and businesses provide resources and snacks for various programs and events. Annual sponsorship donations totaled $1,355 in addition to supply costs from The Chanhassen Lions Club, Nicolet Bank, and The American Legion Post 580 allowing for free and low-cost programs for all participants. Including wages Memorials, sponsorship, & scholarship donations Program & registration fees, room use & supply fees, memorials, sponsorship, scholarship donations, & partnership reimbursement TOTAL PROGRAMEXPENSES: $41,395Total Program Operating Expenses: $139,743 GRANTS & DONATIONS: $1,732 Total Program Revenue: $52,917 BY THE NUMBERS »11,072 cumulative participants in 2023 TIMELY HELP HIGHLIGHTS Helping patrons with timely resources was a top priority in 2023 as patrons sought out tech help, tax assistance, foot care, and aging in place resources. »Senior Community Services (SCS) provided technology help and workshops on digital safety, streaming services, and managing devices. SCS volunteers gave 25 hours of free individual tech assistance for 47 clients and educational classes drew in 86 attendees. »AARP Volunteers prepared and filed income taxes at no cost for 47 clients. »Age-Well Specialist Pat Lauria presented an in-depth, two-part workshop on aging well in place, financial stability, legal help, right-sizing, and available resources. 78 people were in attendance. »2023 Medicare changes created an increased need for Foot Care. Partnering with local nurses, we provided 225 low cost, individual foot care sessions marking a 68% increase in services from 2022. »6,450 meals delivered to homebound patrons »795 miles traveled on 15 andventure trips. »3,482 taking part in trips, parties, classes & programs »Over 9,000 cups of coffee served »Over 2,680 phone calls fielded 861 17 SENIOR CENTER PROGRAMMING advenTure day TripS Theater shows, concerts, Twins games, museum tours, boat excursions, and exploring other cities. 824 PARTICIPANTS | 15 TRIPS SpeCial evenTS & CelebraTionS Holiday themed parties, meals & entertainment, 55+ Senior Expo, Annual Picnic, Mayor’s Dinner, Veteran’s Breakfast, and Ladies’ Luncheon. 1,047 PARTICIPANTS | 11 EVENTS lifelonG learninG, ClaSSeS, & SpeaKerS Lunch & Learn, Pencil Drawing, Painting, Scarf Art, Mah Jongg, Woodcarving Instruction, Coffee & Conversation Groups, History Presentations, Tech Ed, British History, Music, Travel Shows, and Free Movie Days. 744 PARTICIPANTS | 18 EVENTS Chan-o-laireS Choir Representing Chanhassen, this 55+ singing group performs at various special events, care homes, and retirement communities throughout the year. 35 ACTIVE MEMBERS healTh & wellneSS, reSourCe aSSiSTanCe, & aGe well eduCaTion Tax assistance, tech help, Medicare updates, foot care clinics, vaccination clinic, Age Well workshops, health insurance counseling, caregiver support services, and yoga classes. 638 CLIENTS | 19 OUTREACH & EDUCATIONAL SESSIONS 229 ADULT LEARNERS | 14 CLASSES 55+ alive driver SafeTy CourSe Participants sharpen their skills and improve upon their road knowledge, earning a 10% discount on car insurance. weeKly & monThly Game & SoCial GroupS 6,156 CUMULATIVE ATTENDANCE | 15 GROUPS BINGO, Bridge, Cribbage, Mah-jongg, Scrabble, Dominoes, Woodcarving, Music & Art Groups, and Volunteer Corps. mealS proGram wiTh Cap aGenCy 3,600 MEALS DELIVERED | 475 VOLUNTEER HOURS Nutritious meals were delivered by volunteers to homebound Chanhassen seniors. 862 18 RECREATION CENTER The Chanhassen Recreation Center is a multi-purpose facility that allows for a wide range of sports and fitness activities, tournaments, leisure programs, meetings, classes, and events. It also serves as a site for critical information, registrations, and events for many of the city’s parks and recreation programs. Facilities at the Recreation Center include a single-court gymnasium, fitness center, dance studio, meeting and party rooms, a conference room, two outdoor hockey rinks (winter), family outdoor rink (winter), warming house, tennis courts, pickleball courts, ball fields, and soccer fields. 2310 COULTER BOULEVARD NO ANNUAL MEMBERSHIP FEE adulT aCTiviTieS Physical, mind, & body classes, and leisure activities are offered at the Recreation Center, including Yoga, Tai Chi, Zumba, Fit for Life, and pickleball lessons. 652 PARTICIPANTS | 106 ACTIVITIES fiTneSS CenTer & open Gym The Chanhassen Recreation Center fitness room, open gym, & open pickleball are available on a drop-in basis, with no membership required. Through partnerships with the Renew Active, Silver & Fit, and Silver Sneakers programs, free access is available to Medicare participants through their insurance. OVER 15,000 VISITS youTh aCTiviTieS The Chanhassen Recreation Center offers a wide variety of youth programming, including the Recreation Center Sports program for kids ages 3-6, Dance for Fun program for ages 0-adult, Go Gymnastics, Tae Kwon Do, and more. 1,879 PARTICIPANTS | 227 ACTIVITIES perSonal TraininG Contracted certified personal trainers offer high-quality, customizable personal training sessions. 218 SESSIONS TOTALEXPENSES: $439,930.22 Staff time, contractual services, materials & supplies State grants, food concessions, fitness, dance, preschool activities, room rentals, personal training, youth activities Revenue: $296,343.25 BY THE NUMBERS »Over 25,000 annual patrons • 697 Rec Sports participants • 709 Dance for Fun participants »343 programs & events »2,600 hours of athletic games & practices »4,831.25 non-billable hours »$112,932.50 value of non-billable hours renTalS During typical years, the Chanhassen Recreation Center has a variety of spaces available for public reservation: four meeting rooms, one conference room, one gymnasium, and a studio fitness center. During 2023, rental spaces and reservations were limited due to capital improvement projects and construction delays. 863 19 SpeCial evenT venue The Chanhassen Recreation Center hosts a wide variety of city & community organization sponsored events throughout the year, including: »Artisan Fair »Barnyard Boogie »Bluff Creek Elementary Concerts & Carnival »Chanhassen Community Day »Community Shred Event »Dance for Fun Showcase »Garden Tool Swap »Halloween Party »Holiday Boutique »Public Open Houses for Engineering, Parks, & Pavement Management Departments »Sweetheart Dance »U.S. Naval Academy Picnic »55+ Senior Expo CommuniTy day 150 ATTENDEES The Chanhassen Recreation Center hosted a free open house to share activities and trial classes with the community. The event featured a bounce house, game stations, a food truck, musical petting zoo from Bach to Rock, and hosted 150 community members. aThleTiC field & rinK uSaGe In 2023, there were 2,600 permitted hours of athletic games, practices, and tournaments held by local youth athletic associations on the Recreation Center’s ballfields, soccer fields, and ice skating rinks. 2023 Recreation Center Non-Billable Hours Value $112,932.50 City of Chanhassen - $104,816.25 Carver County - $640.00 District 112 - $5,277.50 National Weather Service - $200.00 U.S. Naval Academy - $360.00 Community Organizations - $1,468.75 Minnetonka Schools - $170.00 2023 Recreation Center Expenses $439,930.22 Personnel Services - 286,290.43 Operating Services - 153,639.79 2023 Recreation Center Revenue $296,343.25 Personal Training - $7,831.59Room Rental - $31,253.51 Dance Costume Fees - $13,440.30Fitness - $72,905.33 Concessions - $164.06 Dance Program Fees - $75,296.07 Dance Competition Fees - $20,453.71 Preschool Activities- $11,752.23Adult Activities- $34,611.00 Youth Activities - $28,635.45 864 20 YOUTH PROGRAMS Chanhassen’s Parks and Recreation youth programs aim to develop and enhance the quality of life for ages birth-17 physically, socially, and emotionally through traditional playground programs, sports, and social events. ChanhaSSen reC CenTer SporTS Small fry SporTS lil’ STar SporTS The Rec Center Sports program provides affordable recreational youth sports programs that teach children the fundamentals of various sports in a positive and stress-free environment. These include Small Fry Sports and Lil’ Star Sports. Small Fry Sports offers three-week programs designed to provide 3 & 4 year olds the opportunity to develop large motor skills & learn about sports. Lil’ Star Sports offers 5 & 6 year olds six-week programs that focus on skill development, teamwork, & sportsmanship. EXPENSES: $35,273.44 | REVENUE: $32,751.16 697 PARTICIPANTS | 5 STAFF 399 PARTICIPANTS | 20 SESSIONS 298 PARTICIPANTS | 18 SESSIONS TOTALEXPENSES: $242,719.76TotalRevenue: $201,098.56 BY THE NUMBERS »300+ programs »4,600+ participants »Age birth-17 865 21 danCe for fun The Dance for Fun program completed its 26th year at the Chanhassen Recreation Center in 2023. Classes offer dance instruction in a supportive setting focusing on self-esteem and personal development. Styles include Parent/Tot, Ballet/Creative Movement, Ballet/Tap, Jazz, Jazz/Lyrical, Pre-Pointe/Pointe, Hip Hop, and Competitive Teams. Chanhassen Recreation Center 96 CLASSES | 709 DANCERS; 3 STAFF Safe KidS 101 & babySiTTinG TraininG Both the Safe Kids 101 and Babysitting Training certification programs offer older children and teens the opportunity to develop responsibility and gain applicable life skills. A total of 80 children and teens received their Babysitter and Safe Kids certifications in 2023. Chanhassen Recreation Center 80 CERTIFICATIONS reC CenTer youTh proGramS The Chanhassen Recreation Center provides a wide variety of additional programming options for youth, including the Go Gymnastics program, Tae Kwon Do program, day camp programs, and special events. 726 PARTICIPANTS | 70 PROGRAMS EXPENSES: $28,943.90 Revenue: $40,387.68 EXPENSES: $93,876.90 Revenue: $109,190.08 866 22 Includes seasonal staff wages Summer diSCovery playGround proGram laKe ann advenTure Camp SpeCial evenTS Teen volunTeer proGram The Summer Discovery Playground Program is offered at 11 park locations weekly for 7-weeks during the summer. Participants ages 4-12 enjoy activities, games, sports, and crafts, led by seasonal staff and volunteers. Lake Ann Adventure Camp comprises three one-week camp sessions that include outdoor games, adventures, activities, crafts, cooking, and more, led by seasonal staff and volunteers. The Parks & Recreation Department presents some special events specifically geared towards youth, such as the Easter Egg Candy Hunt, Royal Ball, Sweetheart Dance, Barnyard Boogie, and Halloween Party. The summer Teen Volunteer Program provides teens, ages 13-16, the opportunity to grow in leadership and responsibility by volunteering at youth programs, sports classes, special events, park projects, and more. 450 PARTICIPANTS; 14 STAFF 14 SESSIONS, 2 AGE GROUPS 251 PARTICIPANTS; 18 STAFF 3 SESSIONS 2,000+ PARTICIPANTS 18 VOLUNTEERS 1,073.50 VOLUNTEER HOURS EXPENSES: $39,626.20 Includes seasonal staff wages Revenue: $34,078.00 EXPENSES: $27,766.44 Revenue: $43,906.00 867 23 ADULT PROGRAMS Chanhassen Parks and Recreation aims to enhance the overall physical and recreational needs of our adult community by providing opportunities for positive competition and social interaction via various facilities, athletic, and class activities. adulT ClaSSeS The Chanhassen Recreation Center offers physical, mind, & body classes, and leisure activities, including Yoga, Tai Chi, Zumba, Fit for Life, pickleball lessons, and bicycle repair. Chanhassen Recreation Center 1,358 PARTICIPANTS | 103 PROGRAMS adulT SofTball The adult softball program offers a summer and fall league to adults in Chanhassen and the surrounding areas. Games are played at the Lake Ann ballfields on Thursday evenings during the summer and fall. 196 PARTICIPANTS | 14 TEAMS EXPENSES: $6,805.16 Includes supplies, contracted staff time, & full-time wagesRevenue: $9,918.50 Senior CenTer proGramS The Chanhassen Senior Center offers a wide variety of activities for active older adults 55+ and seniors, weekly and monthly social and game groups, trips, large group special events, outdoor summer classes, lifelong learning, educational speakers, health assisstance clinics, emotional wellness support, financial education classes, and drivers safety courses. Senior Center 11,072 PARTICIPANTS | 90+ PROGRAMS EXPENSES: $22,955.70 Revenue: $34,611.00 868 24 ADAPTIVE RECREATION Chanhassen’s adaptive recreation program is a cooperative effort between the City of Chanhassen, Reach for Resources, and the cities of Brooklyn Center, Brooklyn Park, Chaska, Golden Valley, Maple Grove, Plymouth, and St. Louis Park. Reach for Resources provides programs specifically designed for individuals with disabilities, including social clubs, athletic leagues, special events, holiday parties, and dances. Reach for Resources also provides inclusion support at no cost to the participating children or adults in any Chanhassen Parks & Recreation programs and inclusion training to Chanhassen Parks & Recreation seasonal staff at the beginning of each summer camp season. TOTALEXPENSES: $11,839.09 PROVIDED BY 157 HOURS OF INCLUSION SUPPORT 22 ADAPTIVE RECREATION PARTICIPANTS 869 25 PARK MAINTENANCE The City of Chanhassen’s Park Maintenance department provides safe, clean, and beautiful city parks and facilities along with high-quality leisure activities for all Chanhassen residents and visitors to enjoy. 8 FULL TIME STAFF 18 SUMMER SEASONAL STAFF winTer mainTenanCe Summer mainTenanCe SNOWPLOWING TRAILS & SIDEWALKS »Snow is cleared from 70 miles of public trails, 12 miles of downtown sidewalks, sidewalk & stairways at 10 public buildings, six public parking lots, & 15 park parking lots. SKATING RINK FLOODING & MAINTENANCE »Outdoor skating rinks are flooded on grass (family rink) & asphalt (hockey rink) bases as soon as air temperatures & ground frost allow. Two flood trucks run 24-hours a day for approximately 10- days to build the initial ice base. Once built, rinks are swept & flooded Monday through Saturday as needed. TREE & BRUSH REMOVAL »Regular tree & brush trimming takes place during the winter, with easier access to trails & less damage to the surrounding area. TURF MOWING »Parks are mowed once per week »Athletic fields are mowed twice per week. FERTILIZING »Athletic fields only are fertilized in May, September, & October. BALLFIELD GROOMING »Community park ballfields are groomed daily, & neighborhood fields are groomed weekly. TRAIL SWEEPING »Occurs after snow & ice melt. All trails are swept three times; two additional times for wooded trails. GARBAGE PICKUP »Occurs daily for larger parks & twice per week for neighborhood parks. BEACH MAINTENANCE »Beaches are checked daily, & groomed daily during peak times & twice during off-peak times. Aquatic vegetation control is used at Greenwood Shores, Carver Beach, Roundhouse, & Lake Ann Parks to control vegetation in the swimming, picnic, & boat rental areas. PICNIC PAVILIONS »Community pavilions are cleaned daily May 15-August 15, & neighborhood shelters are cleaned twice per week. Neighborhood shelters cleaned as needed after August 15. FACILITY INSTALLATION REMOVAL Aeration System (Lake Susan)Feb. 1 March 20 Baseball/Softball Bases April 1 Oct. 15 Portable Toilets April 1 Oct. 26 Volleyball Nets April 15 Oct. 15 Tennis Nets April 1 Nov. 15 Pickleball Nets April 1 Nov. 15 Soccer Goals/Nets April 1 Nov. 1 Fishing Piers April 15 Nov. 1 Docks April 15 Nov. 1 Picnic Shelters April 15 Oct. 15 Lake Ann Ball Field Concession April 15 Oct.15 Irrigation Systems April 15 Oct. 15 Swimming Buoys May 1 Sept. 20 Holiday Lights 1st Saturday in December Jan. 15 870 26 PARTNERS The City of Chanhassen’s Parks & Recreation Department partnered with 144 organizations, nonprofits, and clubs on various activities and events in 2023. Our partners provide programming, volunteers, financial support, access to facilities, event support, and more to make our programs possible. Thank you to all of our partners and all you do for the Chanhassen community! Partners listed alphabetically & include area of partnership. OVER 130 PARTNERS 3rd Lair Skate Park - 4th of July AARP - Volunteer Speakers and tax assistance (Senior Center) American Legion Auxiliary 580- Annual Senior Center Pancake Breakfast; Memorial Day; community events American Legion Post 580 - Memorial Day; community events American Red Cross - Community Blood Drives A Better Society - Senior Center Automotive Unlimited - February Festival; Community events Benedictine Care (Shakopee) - Senior Center special events Bjorn Cycle - Community programs Bluff Creek Elementary - Chan Rec Center facility partnership for school day activities, interviews, & events ACT on Alzheimer’s Team - Senior Center support BuyChanhassen - Tree Lighting; community events Cabin Fever Sporting Goods - February Festival; 4th of July Carver County AAA - 55+ Senior Expo CAP Agency - Meals on Wheels Carver County - Park and trail projects; Chan Rec Center facility partnership for Public Health and Sheriff Department meetings; Garden Tool Swap Brown’s Tire & Auto - Community events Brian Reister, State Farm Insurance - Community events Carver County Health and Human Services - Support for Aging Well programming Carver County Parks - Youth & family programs ACTA MN - Youth Programs Berne Scale - February Festival Blizzard Ski & Snowboard Club - Youth programs Bongards Premium Cheese - Community events Boys and Girls of Scout Troop 330 - February Festival Buffalo Wild Wings-Chanhassen - 55+ Senior Expo Carver County Adult Protection - 55+ Senior Expo Carver County Public Health - 55+ Senior Expo; Senior Center Carver County Veterans Services - 55+ Senior Expo Carver County Sheriff’s Office - Community events Be Well Chiropractic - Easter Egg Candy Hunt; Halloween Party Beyond the Yellow Ribbon Chanhassen - 4th of July Boba Tonka Bubble Tea - Concessions Carver County 4-H - 4th of July Bach to Rock - Recreation Center Community Day Carver County Mounted Posse - Barnyard Boogie 871 27 Chanhassen Lion’s Club - Senior Picnic; February Festival Chanhassen Red Birds - Facility partnerships Chanhassen Students Today, Leaders Forever - Halloween Party Chaska High School Key Club - February Festival Chick-fil-A Chanhassen - Community events City of Chaska: The Lodge - Program & trip partnerships for older adults City of Victoria - Co-host of Barnyard Boogie; youth programs Cub Foods of Chanhassen - 55+ Senior Expo Chuck & Don’s - Bone Adventure Culver’s Chanhassen - Community events Dugout Club/CAA - Baseball facilities Eastern Carver County Schools - Joint facility partnership; elections; 4th of July Eden Prairie High School Key Club - Community events; Senior Center Eastern Carver County Schools Community Education - Recreation Center facility partnership for training & Star graduation, meetings, concerts & events Chanhassen Dental - Community events Chanhassen Dinner Theatres - Community events Chanhassen Farmers’ Market - Summer farmers’ market Chanhassen Fire Department - Community events Chanhassen Library & Carver County Library System - All ages programming Chanhassen High School - Year-round facility partnership; Rec Center facility partnership for debate team Chanhassen High School Key Club - Community events Chanhassen Chiropratic - Community events Chanhassen Historical Society - Senior Center C.H.I. Companies - February Festival Children of Tomorrow Learning Centers - Community events Commission on Aging Members - Senior Center; 4th of July Houlihan’s Restaurant & Bar - Community events Eden Trace Corp. - Community events Encore - Senior Center Go Gymnastics - Youth Programs Grey Duck Outdoors - Watercraft rentals Chanhassen Brewing Company - Summer Concert Series CFC Athletics - Community events Clam Outdoors - February Festival Future Anglers of Minnesota - February Festival IWCO - 4th of July Christine Pedretti - Mind Body Program  872 28 Park Dental Eden Prairie - Community events Pizzaioli - Community events Old National Bank - Summer Concert series Power Systems AHS - Community events REACH for Resources - Adaptive Recreation programs Minnetonka School Districts - Rec Center facility partnership for elementary retreats Peak Heating & Cooling - Community events Nicolet National Bank Chanhassen - February Festival; community events; Senior Center Landmark Tours - Travel education Love Inc. of ECC & Furnishare of Chanhassen - 55+ Senior Expo; Senior Center Lunds & Byerly’s Chanhassen - Community events McDonald’s - Community events Mathnasium Chanhassen - Community events Living Christ Lutheran Church - Tree Lighting McPhail Center for Music - Virtual Music History programs (Senior Center) Metropolitan Supply - Community events Merlin’s Ace Hardware - February Festival Minnesota Twins - 4th of July Minnetonka Community Education & Services - Rec Center facility partnership for Tour de Tonka & Fall de Tonka Lakewinds Food Co-Op - 55+ Senior Expo Leeann Chin - 55+ Senior Expo; community events Music Together Lakeside - Family programs Potbelly Sandwiches-Chanhassen - 55+ Senior Expo kiddywampus Chanhassen - Easter; 4th of July; Halloween Party Kwik Trip - 55+ Senior Expo J&R Complete Auto Repair - Concert Series; Community events Senior Community Services - Caregiver support services Scouting Groups - Park projects; Senior Center Rotary Club of Chanhassen - February Festival; 4th of July Roberts Automatic Products - Community events Ridgeview - Community events; Senior Center Riley Crossing Senior Living - Senior Center special events Riley Purgetory Bluff Creek Watershed District - February Festival Renew Active - Rec Center access program Jersey Mike’s-Chanhassen - 55+ Senior Expo Premier Pool & Spa - Community events Jake Freeland- Tech classes for Seniors Jasper’s Guide Service- Youth fishing programs Humanity Alliance - Senior Center Senja Inc. - Tai Chi Programs Minnesota Companion Rabbit Society - Bunny Yoga 873 29 Silver Sneakers - Recreation Center access program Southwest Transit - Tree Lighting; Senior Center program transportation Shakopee Parks & Recreation - Senior Center program collaborations Southwest Publishing - 4th of July Southwest Metro Chamber of Commerce - 4th of July; Tree Lighting Skyhawks Sports - Youth programs Southwest Christian High School - Park projects The Garden by the Woods - Community events The Mustard Seed Landscaping & Garden Center - Tree Lighting; community events Tonka Serves - Community events Turbo Nails - Community events U.S. Naval Academy - Recreation Center facility partnership for sendoff picnic V. Clayton & Associates - Community events Wink Family Eye Care - Community events Xcel Energy - Community events Work Experience Program - Rec Center Work program partnership Waytek - Community events West Metro Warriors - Rec Center facility partnership; Special Olympics MN Subway Chanhassen - Senior Center Events Summerwood - Senior Center Target Chanhassen - 55+ Senior Expo Traci Preciado, Pemberton Homes Realty - 4th of July; Halloween Party Trellis - Senior Center We CAB - Senior Center Vexilar - February Festival Sentence to Serve (Adults) - Park projects Shakopee Heritage Society - Local History speaker United Health Care - Recreation Center access program Silver & Fit, Active & Fit - Recreation Center access program Sophia Martin - Community Art Program 874 30 SPONSORS With the help and contributions of these businesses and organizations, the City of Chanhassen can offer special events including February Festival, the Easter Egg Candy Hunt, 4th of July Celebration, and Halloween Party. Logo indicates sponsor contributions of $1,000+ GREEN LEAF CORPORATE »Ridgeview BUSINESS »Brown’s Tire & Auto »Chanhassen Chiropractic »Chanhassen Dental »Houlihan’s Restaurant & Bar »Power Systems AHS »Premier Pool & Spa »Xcel Energy CONTRIBUTING CORPORATE »Leeann Chin »Waytek Inc. BUSINESS »Be Well Chiropractic »Brian Reister State Farm Insurance »CFC Athletics »Code Ninjas »Metropolitan Supply »Peak Heating & Cooling, Inc. »Roberts Automatic Products Inc. »Traci Preciado, Pemberton Homes Realty »Turbo Nails of Chanhassen »Huber Funeral Home »Bertas Funeral Home »Winslow Monument SILVER LEAF CORPORATE »IWCO »Old National Bank PURPLE LEAF CORPORATE »Chanhassen Dinner Theatres BUSINESS »Automotive Unlimited »Bongards Premium Cheese »Chanhassen American Legion Post 580 »Chick-fil-A Chanhassen & Eden Prairie »Children of Tomorrow Learning Centers »Culver’s Chanhassen »Eden Trace Corp »J&R Complete Auto Repair »kiddywampus »Lunds & Byerlys Chanhassen »Mathnasium of Chanhassen West »Merlin’s Ace Hardware »Nicolet National Bank »Pizzaioli »Southwest Metro Chamber of Commerce »The Garden By The Woods »The Mustard Seed Landscaping & Garden Center »Wink Family Eye Care INDIVIDUAL »Vernelle Clayton 952.445.6555 875 City Council Item April 15, 2024 Item Approve Economic Development Authority Meeting Minutes dated March 11, 2024 File No.Item No: L.1 Agenda Section ECONOMIC DEVELOPMENT AUTHORITY MEETING Prepared By Kim Meuwissen, City Clerk Reviewed By SUGGESTED ACTION "The Chanhassen Economic Development Authority approves the meeting minutes dated March 11, 2024." Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION 876 ATTACHMENTS Economic Development Authority Minutes dated March 11, 2024 877 CHANHASSEN CITY COUNCIL ECONOMIC DEVELOPMENT AUTHORITY MEETING MINUTES MARCH 11, 2024 Mayor Ryan called the meeting to order at 11:00 p.m. COUNCIL MEMBERS PRESENT: Mayor Ryan, Councilwoman Schubert, Councilman von Oven, Councilman McDonald, and Councilman Kimber. COUNCIL MEMBERS ABSENT:None. STAFF PRESENT: Laurie Hokkanen, City Manager; Matt Unmacht, Assistant City Manager; Charlie Howley, Public Works Director/City Engineer; Eric Maass, Planning Director; Kelly Grinnell, Finance Director; Jerry Ruegemer, Park and Recreation Director; Sam DiMaggio, Economic Development Manager; Rachel Jeske, Planner; Rick Rice, IT Manager; and Andrea McDowell Poehler, City Attorney. PUBLIC PRESENT:None. 1.Approve Economic Development Authority Meeting Minutes dated February 12,2024. Councilwoman Schubert moved, and Councilman McDonald seconded to approve the Economic Development Authority Meeting Minutes dated February 12.2024. All voted in favor and the motion carried unanimously with a vote of 5 to 0. 2.Resolution 2024-XX EDA: Adopt Modification to the Redevelopment Plan for the Chanhassen Redevelopment Project Area and Tax Increment Financing District No. 13. Councilman von Oven moved, and Councilman Kimber seconded to table this item. All voted in favor and the motion carried unanimously with a vote of 5 to 0. ADJOURNMENT Councilwoman Schubert moved, and Councilman von Oven seconded to adjourn the meeting. All voted in favor and the motion carried unanimously with a vote of 5 to 0. The Economic Development Authority meeting was adjourned at 11:01 p.m. Submitted by Laurie Hokkanen City Manager Prepared by Kim Meuwissen City Clerk 878 City Council Item April 15, 2024 Item Resolution 2024-XX EDA: Adopt Modification to the Redevelopment Plan for the Chanhassen Redevelopment Project Area and Tax Increment Financing District No. 13 File No.Item No: L.2 Agenda Section ECONOMIC DEVELOPMENT AUTHORITY MEETING Prepared By Sam DiMaggio, Economic Development Manager Reviewed By Laurie Hokkanen SUGGESTED ACTION "The Chanhassen Economic Development Authority adopts a resolution adopting a modification to the Redevelopment Plan for the Downtown Chanhassen Redevelopment Project Area and the Tax Increment Financing Plan for the Tax Increment Financing District No. 13." Motion Type Simple Majority Vote of members present Strategic Priority Development & Redevelopment SUMMARY The Economic Development Authority (EDA) previously tabled this request at their meeting on March 11, 2024 to be reconsidered on April 15, 2024. The EDA is asked to consider the establishment of a Renewal and Renovation Tax Increment Financing (TIF) District, and to approve the Resolution Adopting a Modification to the Redevelopment Plan for the Downtown Chanhassen Redevelopment Project Area and the Tax Increment Financing Plan For Tax Increment Financing District No. 13. If approved, the funds generated from TIF 13 would financially assist Roers Companies with the redevelopment of the Chanhassen Cinema and the County Inn & Suites. The Chanhassen Cinema has been vacant since April 2023 and the hotel is still operational at 879 this time. LHB has completed an analysis of both buildings, which is attached with the TIF Plan for review. Both buildings have met the statutory requirements for the Renewal and Renovation District. A TIF payment is a rebate of a percentage of the increased property taxes paid by that property owner. Roers is requesting a TIF district be created to provide financial assistance to facilitate the redevelopment of two aging and underutilized hotel and commercial properties into a $125 million mixed-use development, consisting of two five-six-story buildings containing approximately 310 multi- family housing units, up to 18,000 rentable square feet of commercial space, and approximately 466 structured parking stalls. The redevelopment will include demolition and mass grading of the site, an extension of Laredo Drive through the property, utility relocations, and interior and surrounding road and sidewalk improvements. State statute establishes these expenses as eligible to be paid for through TIF. The TIF eligible expenses has a total anticipated cost of $9,883,696 not including interest. Expenses eligible to be recouped through TIF proceeds are established by state statute. Once the development is complete, the district is expected to generate approximately $14,372,772 in total tax increment. The developer is showing a financing gap of $6,360,000, which is why they are requesting TIF assistance. If approved, the EDA would enter into development agreements with Roers Acquisitions LLC or an affiliate as the developer. The development is anticipated to begin in 2024. As part of the development agreement, Roers will need to demonstrate completion of the approved projects and verification of the final costs. The maximum amount of TIF funding would be $6,360,000 and if costs come in below budget, the note amount will get reduced. The city may retain up to 10% of the TIF for administration fees. The development contract will also require that the developer pay for all sewer and water access charges (SAC/WAC) for residential and commercial spaces. The city has received feedback from the local business community that SAC/WAC charges make it difficult for small businesses to get started in Chanhassen. By requiring the developer to pay those fees as part of the TIF negotiations the community is in a better position to foster small business growth in the downtown area. The City's Economic Development Commission (EDC) reviewed the financial aspects of the TIF request at its meeting on January 9, 2024, and recommended approval of the TIF request. On February 20, 2024, the Planning Commission formally approved that the TIF Plan was consistent with the city's 2040 Comprehensive Plan. The Public Hearing for this request was held on March 11. 2024. Nick Anhut, Senior Municipal Advisor with Ehlers, the city's financial consultant, will present their financial findings to the EDA and the developer will also attend the meeting to answer any questions. BACKGROUND A Renewal and Renovation District would be established to assist with redeveloping sites that contain substandard buildings and buildings that require substantial renovation and clearance. A renovation and renewal TIF district has a maximum term of 16 years of increment which is established by state statute. This would be a "pay-as-you-go" TIF, which means that the taxes would be paid by the owner/developer and a portion of the new, additional, taxes paid would be rebated back once it is determined that the expenditures are valid, and the goals of the project are met. The current tax capacity is not eligible to be rebated and would continue to be distributed to the taxing jurisdictions. Pay-as-you- go financing relies on the private developer or property owner to initially finance the costs of the TIF improvements. A development agreement between the authority and the developer then provides the 880 developer will be repaid as tax increments are collected. This form of TIF structuring removes financial risk to the city. DISCUSSION BUDGET RECOMMENDATION Staff recommends that the Economic Development Authority approve the Resolution Adopting a Modification to the Redevelopment Plan for the Downtown Chanhassen Redevelopment Project Area and the Tax Increment Financing Plan For Tax Increment Financing District No. 13. Staff also recommends the Chanhassen Economic Development Authority approve the request to establish a Renewal and Renovation Tax Increment Financing (TIF) District and agree to enter into development contracts for TIF assistance with the applicant. ATTACHMENTS Chanhassen TIF 13 Plan and Renewal and Renovation Property Report from LHB Resolution 2024-XX Adopting a modification to the redevelopment plan for the downtown chanhassen redevelopment project area and the tax increment financing plan for tax increment financing district No. 13 881   Adoption Date: March 11, 2024 City of Chanhassen Carver County, Minnesota MODIFICATION TO THE REDEVELOPMENT PLAN Downtown Chanhassen Redevelopment Project Area & Tax Increment Financing (TIF) Plan Establishment of Tax Increment Financing District No. 13 (a renewal and renovation district) BUILDING COMMUNITIES. IT’S WHAT WE DO. Prepared by: Ehlers 3060 Centre Pointe Drive Roseville, Minnesota 55113 882   TABLE OF CONTENTS Modification to the Redevelopment Plan for Downtown Chanhassen Redevelopment Project Area 1  FOREWORD 1  Tax Increment Financing Plan for Tax Increment Financing District No. 13 2  FOREWORD 2  STATUTORY AUTHORITY 2  STATEMENT OF OBJECTIVES 2  REDEVELOPMENT PLAN OVERVIEW 3  DESCRIPTION OF PROPERTY IN THE DISTRICT AND PROPERTY ELIGIBLE TO BE ACQUIRED 3  DISTRICT CLASSIFICATION 4  DURATION & FIRST YEAR OF TAX INCREMENT 5  ORIGINAL TAX CAPACITY, TAX RATE & ESTIMATED CAPTURED NET TAX CAPACITY VALUE/INCREMENT & NOTIFICATION OF PRIOR PLANNED IMPROVEMENTS 5  SOURCES OF REVENUE/BONDS TO BE ISSUED 7  USES OF FUNDS 7  FISCAL DISPARITIES ELECTION 8  ESTIMATED IMPACT ON OTHER TAXING JURISDICTIONS 8  SUPPORTING DOCUMENTATION 11  DISTRICT ADMINISTRATION 11  Appendix A: Map of Downtown Chanhassen Redevelopment Project Area and the TIF District   Appendix B: Estimated Cash Flow for the District   Appendix C: Findings Including But/For Qualifications   Appendix D: Renewal and Renovation Qualifications for the District   Appendix E: Permits Issued   883   City of Chanhassen Tax Increment Financing District No. 13 Modification to the Redevelopment Plan for Downtown Chanhassen Redevelopment Project Area FOREWORD The following text signifies a Modification to the Redevelopment Plan for the Downtown Chanhassen Redevelopment Project Area (the “Redevelopment Project Area”). This modification represents a continuation of the goals and objectives set forth in the original Redevelopment Plan for the Redevelopment Project Area. Generally, the substantive change includes the establishment of Tax Increment Financing District No. 13 within the Redevelopment Project Area. For further information, a review of the Redevelopment Plan for the Redevelopment Project Area is recommended. It is available on file at the office of the Economic Development Manager at the City of Chanhassen. Other relevant information is contained in the tax increment financing plans for the tax increment financing districts located within the Redevelopment Project Area. 884   City of Chanhassen Tax Increment Financing District No. 13 2 Tax Increment Financing Plan for Tax Increment Financing District No. 13 FOREWORD The City of Chanhassen (the "City"), the Chanhassen Economic Development Authority (the “EDA”), staff and consultants have prepared the following information to expedite the establishment of Tax Increment Financing District No. 13 (the "District"), a renewal and renovation tax increment financing district, located in the Downtown Chanhassen Redevelopment Project Area. STATUTORY AUTHORITY Within the City, there exist areas where public involvement is necessary to cause development or redevelopment to occur. To this end, the EDA and City have certain statutory powers pursuant to Minnesota Statutes ("M.S."), Sections 469.090 - 469.1082, inclusive, as amended, and M.S., Sections 469.174 to 469.1794, inclusive, as amended (the "TIF Act"), to assist in financing public costs related to this project. This section contains the Tax Increment Financing Plan (the "TIF Plan") for the District. Other relevant information is contained in the Redevelopment Plan for the Downtown Chanhassen Redevelopment Project Area, as modified. STATEMENT OF OBJECTIVES The District currently consists of six (6) parcels of land and adjacent roads and internal rights-of-way. The District is being created to provide financial assistance to facilitate the redevelopment of two aging and underutilized hotel and commercial properties in the City into a $125 million mixed-use development consisting of two five-six story buildings containing approximately 310 multi-family housing units, 18,000 rentable square feet of commercial space, and 466 structured parking stalls. The redevelopment will include demolition and mass grading of the site, an extension of Laredo drive through the property, utility relocations and interior and surrounding road and sidewalk improvements. The EDA anticipates entering into an agreement with Roers Acquisitions LLC or an affiliate as the developer. Development is anticipated to begin in 2024. This TIF Plan is expected to achieve many of the objectives outlined in the Redevelopment Plan for the Downtown Chanhassen Redevelopment Project Area. 885   City of Chanhassen Tax Increment Financing District No. 13 3 The activities contemplated in the Modification to the Redevelopment Plan and the TIF Plan do not preclude the undertaking of other qualified development or redevelopment activities. These activities are anticipated to occur over the life of Downtown Chanhassen Redevelopment Project Area and the District. REDEVELOPMENT PLAN OVERVIEW Pursuant to the Redevelopment Plan and authorizing state statutes, the EDA and City are authorized to undertake the following activities in the District: 1. Property to be Acquired - Selected property located within the District may be acquired by the EDA or City and is further described in this TIF Plan. 2. Relocation - Relocation services, to the extent required by law, are available pursuant to M.S., Chapter 117 and other relevant state and federal laws. 3. Upon approval of a developer's plan relating to the project and completion of the necessary legal requirements, the EDA or City may sell to a developer selected properties that it may acquire within the District or may lease land or facilities to a developer. 4. The EDA or City may perform or provide for some or all necessary acquisition, construction, relocation, demolition, and required utilities and public street work within the District. DESCRIPTION OF PROPERTY IN THE DISTRICT AND PROPERTY ELIGIBLE TO BE ACQUIRED The District encompasses all property and adjacent rights-of-way and abutting roadways identified by the parcels listed below. Parcel number Address Owner 25.1180010 575 78th St W Chanhassen Lodging 25.1180020 575 78th St W Chanhassen Lodging 25.1190010 591 78th St W Chanhassen Lodging 25.1190030 N/A Chanhassen Lodging 25.1190040 N/A Chanhassen Lodging 25.2830010 570 Market St Chanhassen Properties 886   City of Chanhassen Tax Increment Financing District No. 13 4 Please also see the map in Appendix A for further information on the location of the District. The EDA and City do not own any parcels of the property to be included in the District. The EDA or City may acquire any parcel within the District including interior and adjacent street or other rights of way. Any properties identified for acquisition will be acquired only in order to accomplish one or more of the following: storm sewer improvements; provide land for needed public streets, utilities and facilities; and/or carry out land acquisition, site improvements, clearance or development to accomplish the uses and objectives set forth in this plan. The EDA or City may acquire property by gift, dedication, condemnation or direct purchase from willing sellers in order to achieve the objectives of this TIF Plan. Such acquisitions will be undertaken only when there is assurance of funding to finance the acquisition and related costs. DISTRICT CLASSIFICATION The EDA and City, in determining the need to create a tax increment financing district in accordance with the TIF Act, find that the District, to be established, is a renewal and renovation district pursuant to M.S., Section 469.174, Subd. 10a. In meeting the statutory criteria the EDA and City rely on the following facts and findings: • The District is a renewal and renovation district consisting of six (6) parcels. • An inventory shows that parcels consisting of more than 70% of the area in the District are occupied by buildings, streets, utilities, paved or gravel parking lots, or other similar structures. • An inspection of the buildings located within the District finds that at least 20% of the buildings are structurally substandard as defined in the TIF Act. (See Appendix D). • An inspection of the buildings located within the District finds that more than 30% of the other buildings require substantial renovation or clearance to remove existing conditions such as inadequate street layout, incompatible uses and others as defined in the TIF Act. (See Appendix D). Pursuant to M.S., Section 469.176, Subd. 7, the District does not contain any parcel or part of a parcel that qualified under the provisions of M.S., Sections 273.111, 273.112, or 273.114 or Chapter 473H for taxes payable in any of the five calendar years before the filing of the request for certification of the District. 887   City of Chanhassen Tax Increment Financing District No. 13 5 DURATION & FIRST YEAR OF TAX INCREMENT Pursuant to M.S., Section 469.175, Subd. 1, and Section 469.176, Subd. 1, the duration and first year of tax increment of the District must be indicated within the TIF Plan. Pursuant to M.S., Section 469.176, Subd. 1b., the duration of the District will be 15 years after receipt of the first increment by the EDA (a total of 16 years of tax increment). The EDA elects to receive the first tax increment in 2026, which is no later than four years following the year of approval of the District. Thus, it is estimated that the District, including any modifications of the TIF Plan for subsequent phases or other changes, would terminate after 2041, or when the TIF Plan is satisfied. The EDA reserves the right to decertify the District prior to the legally required date. ORIGINAL TAX CAPACITY, TAX RATE & ESTIMATED CAPTURED NET TAX CAPACITY VALUE/INCREMENT & NOTIFICATION OF PRIOR PLANNED IMPROVEMENTS Pursuant to M.S., Section 469.174, Subd. 7 and M.S., Section 469.177, Subd. 1, the Original Net Tax Capacity (ONTC) as certified for the District will be based on the market values placed on the property by the assessor in 2023 for taxes payable 2024. Pursuant to M.S., Section 469.177, Subds. 1 and 2, the County Auditor shall certify in each year (beginning in the payment year 2026) the amount by which the original value has increased or decreased as a result of: 1. Change in tax exempt status of property; 2. Reduction or enlargement of the geographic boundaries of the District; 3. Change due to adjustments, negotiated or court-ordered abatements; 4. Change in the use of the property and classification; 5. Change in state law governing class rates; or 6. Change in previously issued building permits. In any year in which the current Net Tax Capacity (NTC) value of the District declines below the ONTC, no value will be captured and no tax increment will be payable to the EDA. The original local tax rate for the District will be the local tax rate for taxes payable 2024, assuming the request for certification is made before June 30, 2024. The final tax rates for 2024 were not available at the time the District was established. 888   City of Chanhassen Tax Increment Financing District No. 13 6 The projected ONTC and the Original Local Tax Rate for the District appear in the table below. Pursuant to M.S., Section 469.174 Subd. 4 and M.S., Section 469.177, Subd. 1, 2, and 4, the estimated Captured Net Tax Capacity (CTC) of the District, within Downtown Chanhassen Redevelopment Project Area, upon completion of the projects within the District, will annually approximate tax increment revenues as shown in the table below. The EDA requests 100% of the available increase in tax capacity be used for repayment of its obligations and current expenditures, beginning in the tax year payable 2026. The Project Tax Capacity (PTC) listed is an estimate of values when the projects within the District are completed. Estimated Project Tax Capacity upon completion (PTC) 1,364,901 Less: Estimated Original Net Tax Capacity (ONTC) 132,719 Less: Fiscal Disparities 32,231 Estimated Captured Tax Capacity (CTC)1,199,952 Original Local Tax Rate 84.7681% Prelim Pay 2024 Estimated Annual Tax Increment $1,017,176 Percent Retained by the EDA 100% Project Tax Capacity Note: Tax capacity includes a 1% inflation factor for the duration of the District. The PTC included in this chart is the estimated tax capacity of the District in year 16. The net tax capacity of the District upon stabilization of the project in year two is estimated to be $1,187,414. Pursuant to M.S., Section 469.177, Subd. 4, the EDA shall, after a due and diligent search, accompany its request for certification to the County Auditor or its notice of the District enlargement pursuant to M.S., Section 469.175, Subd. 4, with a listing of all properties within the District or area of enlargement for which building permits have been issued during the eighteen (18) months immediately preceding approval of the TIF Plan by the municipality pursuant to M.S., Section 469.175, Subd. 3. The County Auditor shall increase the original net tax capacity of the District by the net tax capacity of improvements for which a building permit was issued. The City has reviewed the area to be included in the District to determine if any building permits have been issued during the 18 months immediately preceding approval of the TIF Plan by the City. One reroofing permit has been identified for PID # 25.1190010 and will accompany the request for certification. The permitted activity is not expected to increase the Original Net Tax Capacity. Please see Appendix E for the building permit that was issued. 889   City of Chanhassen Tax Increment Financing District No. 13 7 SOURCES OF REVENUE/BONDS TO BE ISSUED The total estimated tax increment revenues for the District are shown in the table below: SOURCES Tax Increment 14,372,772$ Interest 718,638 TOTAL 15,091,410$ The costs outlined in the Uses of Funds will be financed primarily through the annual collection of tax increments. The EDA and City reserve the right to issue bonds (as defined in the TIF Act) or incur other indebtedness as a result of the TIF Plan. As presently proposed, the projects within the District will be financed by one or more pay-as-you-go notes. Any refunding amounts will be deemed a budgeted cost without a formal modification to this TIF Plan. This provision does not obligate the EDA or City to incur debt. The EDA or City will issue bonds or incur other debt only upon the determination that such action is in the best interest of the City. The EDA or City may issue bonds secured in whole or in part with tax increments from the District in a maximum principal amount of $15,091,410. Such bonds may be in the form of pay-as-you-go notes, revenue bonds or notes, general obligation bonds, or interfund loans. This estimate of total bonded indebtedness is a cumulative statement of authority under this TIF Plan as of the date of approval. USES OF FUNDS Currently under consideration for the District is a proposal to facilitate the renewal and renovation of two aging and underutilized properties within the City’s downtown. The EDA and City have determined that it will be necessary to provide assistance to the project(s) for certain District costs, as described herein. The EDA has studied the feasibility of the development or redevelopment of property in and around the District. To facilitate the establishment and development or redevelopment of the District, this TIF Plan authorizes the use of tax increment financing to pay for the cost of certain eligible expenses. The estimate of public costs and uses of funds associated with the District is outlined in the following table. 890   City of Chanhassen Tax Increment Financing District No. 13 8 USES Land/Building Acquisition 1,000,000$ Site Improvements/Preparation 2,000,000 Affordable Housing - Utilities 2,500,000 Other Qualifying Improvements 2,946,419 Administrative Costs (up to 10%) 1,437,277 PROJECT COSTS TOTAL 9,883,696$ Interest 5,207,714 PROJECT AND INTEREST COSTS TOTAL 15,091,410$ The total project cost, including financing costs (interest) listed in the table above does not exceed the total projected tax increments for the District as shown in the Sources of Revenue section. FISCAL DISPARITIES ELECTION Pursuant to M.S., Section 469.177, Subd. 3, the EDA may elect one of two methods to calculate fiscal disparities. The EDA will choose to calculate fiscal disparities by clause b (inside). ESTIMATED IMPACT ON OTHER TAXING JURISDICTIONS The estimated impact on other taxing jurisdictions assumes that the redevelopment contemplated by the TIF Plan would occur without the creation of the District. However, the EDA has determined that such development or redevelopment would not occur "but for" tax increment financing and that, therefore, the fiscal impact on other taxing jurisdictions is $0. The estimated fiscal impact of the District would be as follows if the "but for" test was not met: Entity Preliminary 2023/Pay 2024 Total Net Tax Capacity Estimated Captured Tax Capacity (CTC) upon completion Percent of CTC to Entity Total Carver County 217,510,096 1,199,952 0.5517% City of Chanhassen 64,817,920 1,199,952 1.8513% ISD No. 112 (Eastern Carver County Schools)128,134,116 1,199,952 0.9365% Impact on Tax Base 891   City of Chanhassen Tax Increment Financing District No. 13 9 Entity Preliminary Pay 2024 Extension Rate Percent of Total CTC Potential Taxes Carver County 29.9930% 35.38% 1,199,952 $ 359,902 City of Chanhassen 20.9102% 24.67% 1,199,952 250,912 ISD No. 112 (Eastern Carver County Schools)28.5491% 33.68% 1,199,952 342,576 Other 5.3157% 6.27% 1,199,952 63,786 84.7681% 100.00% $ 1,017,176 Impact on Tax Rates The estimates listed above display the CTC when all construction is completed. The tax rate used for calculations is the Preliminary Pay 2024 rate. The total net capacity for the entities listed above are based on Preliminary Pay 2024 figures. The District will be certified under the Final Pay 2024 rates, which were unavailable at the time this TIF Plan was prepared. Pursuant to M.S., Section 469.175 Subd. 2(b): (1) Estimate of total tax increment. It is estimated that the total amount of tax increment that will be generated over the life of the District is $14,372,772; (2) Probable impact of the District on city provided services and ability to issue debt. A marginal impact of the District on police protection is expected as it is with any increase in development density. New developments add an increase in traffic and additional overall demands to the call load. Based on the type of building, the City estimates 30 to 50 calls per year. The City does not expect that the proposed development, in and of itself, will necessitate new capital investment in vehicles or facilities. The probable impact of the District on fire protection is not expected to be significant. New buildings generate few calls, if any, and are of superior construction that is compliant with the latest building codes and fire protection systems. One existing building, located at the site, which will be eliminated by the new development, has outstanding code violations. The City expects a very small increase in call volume, if any, and does not expect that the proposed development, in and of itself, will necessitate new capital investment in vehicles or facilities for fire protection. 892   City of Chanhassen Tax Increment Financing District No. 13 10 The impact of the District on public infrastructure is expected to be minimal. The development is not expected to significantly impact any traffic movements external to the area and the project will provide necessitated road, utility and parking infrastructure improvements as part of the private development costs. This will include extension of a public roadway through the property and watermain relocation. The current infrastructure for sanitary sewer, storm sewer and water will be able to handle the additional volume generated from the proposed development. Based on the development plans, there are not anticipated to be any additional public costs associated with street maintenance, sweeping, plowing, lighting and sidewalks. The development in the District is expected to contribute all sanitary sewer (SAC) and water (WAC) connection fees in accordance with its Site Plan Agreement. The probable impact of the issuance of any general obligation tax increment bonds payable from tax increment revenues from the District on the City’s ability to issue debt for general fund purposes is expected to be minimal. As presently proposed, it is not anticipated that there will be any general obligation debt issued in relation to this project. Any such issuance, if considered, would not be expected to require the City’s general revenue support and would not apply to the City's debt limit. (3) Estimated amount of tax increment attributable to school district levies. It is estimated that the amount of tax increments over the life of the District that would be attributable to school district levies, assuming the school district's share of the total local tax rate for all taxing jurisdictions remained the same, is $4,840,624; (4) Estimated amount of tax increment attributable to county levies. It is estimated that the amount of tax increments over the life of the District that would be attributable to county levies, assuming the county's share of the total local tax rate for all taxing jurisdictions remained the same, is $5,085,442; (5) Additional information requested by the county or school district. The EDA and City are not aware of any standard questions in a county or school district written policy regarding tax increment districts and impact on county or school district services. The county or school district must request additional information pursuant to M.S., Section 469.175 Subd. 2(b) within 15 days after receipt of the tax increment financing plan. 893   City of Chanhassen Tax Increment Financing District No. 13 11 No requests for additional information from the county or school district regarding the proposed development for the District have been received to date. SUPPORTING DOCUMENTATION Pursuant to M.S., Section 469.175, Subd. 1 (a), clause 7 this TIF Plan must contain identification and description of studies and analyses used to make the determination set forth in M.S., Section 469.175, Subd. 3, clause (b)(2) and the findings are required in the resolution approving the District. (i) In making said determination, reliance has been placed upon (1) written representation made by the Developer to such effects, (2) review of the Developer’s proforma; and (3) EDA and City staff awareness of the feasibility of developing the project site within the District, which is further outlined in the City Council resolution approving the establishment of the District and Appendix C. (ii) A comparative analysis of estimated market value both with and without establishment of the District and the use of tax increments has been performed. Such analysis is included with the cashflow in Appendix B and indicates that the increase in estimated market value of the proposed development (less the indicated subtractions) exceeds the estimated market value of the site absent the establishment of the District and the use of tax increments. DISTRICT ADMINISTRATION Administration of the District will be handled by the Economic Development Manager. 894   City of Chanhassen Tax Increment Financing District No. 13 Appendix A: Map of Downtown Chanhassen Redevelopment Project Area and the TIF District 895 896   City of Chanhassen Tax Increment Financing District No. 13 Appendix B: Estimated Cash Flow for the District 897 Roers RedevelopmentCity of Chanhassen, MN Mixed-Use RedevelopmentASSUMPTIONS AND RATESDistrictType: Renewal and RenovationDistrict Name/Number: TIF 13County District #: TBDExempt Class Rate (Exempt) 0.00%First Year Construction or Inflation on Value 2024Commercial Industrial Preferred Class Rate (C/I Pref.)Existing District - Specify No. Years RemainingFirst $150,000 1.50%Inflation Rate - Every Year:1.00%Over $150,000 2.00%Interest Rate:6.00%Commercial Industrial Class Rate (C/I) 2.00%Present Value Date:1-Aug-25Rental Housing Class Rate (Rental) 1.25%First Period Ending 1-Feb-26Affordable Rental Housing Class Rate (Aff. Rental)Tax Year District was Certified:Pay 2024First $100,000 0.25%Cashflow Assumes First Tax Increment For Development: 2026 Over $100,000 0.25%Years of Tax Increment 16 Non-Homestead Residential (Non-H Res. 1 Unit)Assumes Last Year of Tax Increment 2041 First $500,000 1.00%Fiscal Disparities Election [Outside (A), Inside (B), or NA]Inside(B)Over $500,000 1.25%Incremental or Total Fiscal DisparitiesIncrementalHomestead Residential Class Rate (Hmstd. Res.)Fiscal Disparities Contribution Ratio 36.7257%Pay 2023First $500,000 1.00%Fiscal Disparities Metro-Wide Tax Rate 123.0260%Prelim Pay 2024Over $500,000 1.25%Maximum/Frozen Local Tax Rate: 84.768%Prelim Pay 2024Agricultural Non-Homestead 1.00%Current Local Tax Rate: (Use lesser of Current or Max.) 84.768%Prelim Pay 2024State-wide Tax Rate (Comm./Ind. only used for total taxes) 30.0000%Prelim Pay 2024Market Value Tax Rate (Used for total taxes) 0.17166%Prelim Pay 2024Building Total Percentage Tax Year Property Current Class AfterLand Market Market Of Value Used Original Original Tax Original After ConversionPID Owner Address Market Value Value Value for District Market Value Market Value Class Tax Capacity Conversion Orig. Tax Cap.125.1180010 Chanhassen Lodging 575 78th St W 335,400 273,600 609,000100% 609,000 Pay 2024C/I12,180 C/I12,180 2225.1180020 Chanhassen Lodging 575 78th St W 323,200 1,641,700 1,964,900100% 1,964,900 Pay 2024C/I39,298 Rental24,561 2325.1190010 Chanhassen Lodging 591 78th St W 701,300 4,623,100 5,324,400100% 5,324,400 Pay 2024C/I106,488 Rental66,555 1425.1190030 Chanhassen Lodging N/A 536,700 0 536,700100% 536,700 Pay 2024C/I10,734 C/I10,734 1525.1190040 Chanhassen Lodging N/A 18,300 0 18,300100% 18,300 Pay 2024C/I366 C/I366 1625.2830010 Chanhassen Properties 570 Market St 663,200 802,600 1,465,800100% 1,465,800 Pay 2024C/I29,316 Rental18,323 22,578,100 7,341,000 9,919,100 9,919,100 198,382 132,719Note:1. Base values are for pay 2024 based on review of County website on December 18, 2023.2. Located in SD #0112, WS #064.Area/ PhaseTax Rates BASE VALUE INFORMATION (Original Tax Capacity)898 Roers RedevelopmentCity of Chanhassen, MN Mixed-Use RedevelopmentEstimated Taxable Total Taxable Property Percentage Percentage Percentage Percentage First YearMarket Value Market Value Total Market Tax Project Project Tax Completed Completed Completed Completed Full TaxesArea/Phase New Use Per Sq. Ft./Unit Per Sq. Ft./Unit Sq. Ft./UnitsValue Class Tax Capacity Capacity/Unit 2024 2025 2026 2027 PayableApartments 281,500281,500 31087,265,000 Rental 1,090,813 3,519 40% 100% 100% 100% 2027Retail 270270 18,0284,867,560 C/I Pref. 96,601 5 40% 100% 100% 100% 2027TOTAL92,132,560 1,187,414 Subtotal Residential 310 87,265,000 1,090,813 Subtotal Commercial/Ind. 18,028 4,867,560 96,601 Note:1. Market values are based upon estimates provided by the Assessor's office.Total Fiscal Local Local Fiscal State-wide MarketTax Disparities Tax Property Disparities PropertyValue Total Taxes PerNew Use Capacity Tax Capacity Capacity Taxes Taxes Taxes Taxes Taxes Sq. Ft./UnitApartments 1,090,813 0 1,090,813 924,661 0 0 149,795 1,074,456 3,465.99Retail 96,601 35,477 61,124 51,813 43,647 28,305 8,355 132,121 7.33TOTAL1,187,414 35,477 1,151,936 976,474 43,647 28,305 158,151 1,206,577Note: 1. Taxes and tax increment will vary significantly from year to year depending upon values, rates, state law, fiscal disparities and other factors which cannot be predicted.Total Property Taxes 1,206,577Current Market Value - Est. 9,919,100less State-wide Taxes (28,305)New Market Value - Est. 92,132,560less Fiscal Disp. Adj. (43,647) Difference 82,213,460less Market Value Taxes (158,151)Present Value of Tax Increment 8,617,446less Base Value Taxes (105,256) Difference 73,596,014Annual Gross TIF 871,218Value likely to occur without Tax Increment is less than:73,596,014 WHAT IS EXCLUDED FROM TIF? MARKET VALUE BUT / FOR ANALYSISTAX CALCULATIONSPROJECT INFORMATION (Project Tax Capacity)899 Roers RedevelopmentCity of Chanhassen, MN Mixed-Use RedevelopmentTAX INCREMENT CASH FLOWProject Original Fiscal Captured Local Annual Semi-Annual State Admin. Semi-Annual Semi-Annual PERIOD% of Tax Tax Disparities Tax Tax Gross Tax Gross Tax Auditor at Net Tax Present ENDING Tax PaymentOTC Capacity Capacity Incremental Capacity Rate Increment Increment 0.36% 10% Increment Value Yrs. Year Date- - - - 02/01/26100% 474,965 (132,719) (5,641) 336,605 84.768% 285,334 142,667 (514) (14,215) 127,938 120,594 0.5 2026 08/01/26100% 474,965 (132,719) (5,641) 336,605 84.768% 285,334 142,667 (514) (14,215) 127,938 237,675 1 2026 02/01/27100% 1,187,414 (132,719) (26,928) 1,027,767 84.768% 871,218 435,609 (1,568) (43,404) 390,637 584,751 1.5 2027 08/01/27100% 1,187,414 (132,719) (26,928) 1,027,767 84.768% 871,218 435,609 (1,568) (43,404) 390,637 921,718 2 2027 02/01/28100% 1,199,288 (132,719) (27,282) 1,039,287 84.768% 880,983 440,492 (1,586) (43,891) 395,015 1,252,537 2.5 2028 08/01/28100% 1,199,288 (132,719) (27,282) 1,039,287 84.768% 880,983 440,492 (1,586) (43,891) 395,015 1,573,721 3 2028 02/01/29100% 1,211,281 (132,719) (27,641) 1,050,921 84.768% 890,846 445,423 (1,604) (44,382) 399,437 1,889,040 3.5 2029 08/01/29100% 1,211,281 (132,719) (27,641) 1,050,921 84.768% 890,846 445,423 (1,604) (44,382) 399,437 2,195,176 4 2029 02/01/30100% 1,223,394 (132,719) (28,003) 1,062,672 84.768% 900,807 450,403 (1,621) (44,878) 403,904 2,495,718 4.5 2030 08/01/30100% 1,223,394 (132,719) (28,003) 1,062,672 84.768% 900,807 450,403 (1,621) (44,878) 403,904 2,787,506 5 2030 02/01/31100% 1,235,627 (132,719) (28,368) 1,074,540 84.768% 910,867 455,434 (1,640) (45,379) 408,415 3,073,960 5.5 2031 08/01/31100% 1,235,627 (132,719) (28,368) 1,074,540 84.768% 910,867 455,434 (1,640) (45,379) 408,415 3,352,071 6 2031 02/01/32100% 1,247,984 (132,719) (28,737) 1,086,528 84.768% 921,028 460,514 (1,658) (45,886) 412,971 3,625,093 6.5 2032 08/01/32100% 1,247,984 (132,719) (28,737) 1,086,528 84.768% 921,028 460,514 (1,658) (45,886) 412,971 3,890,163 7 2032 02/01/33100% 1,260,464 (132,719) (29,110) 1,098,635 84.768% 931,291 465,646 (1,676) (46,397) 417,572 4,150,381 7.5 2033 08/01/33100% 1,260,464 (132,719) (29,110) 1,098,635 84.768% 931,291 465,646 (1,676) (46,397) 417,572 4,403,019 8 2033 02/01/34100% 1,273,068 (132,719) (29,487) 1,110,863 84.768% 941,657 470,828 (1,695) (46,913) 422,220 4,651,028 8.5 2034 08/01/34100% 1,273,068 (132,719) (29,487) 1,110,863 84.768% 941,657 470,828 (1,695) (46,913) 422,220 4,891,815 9 2034 02/01/35100% 1,285,799 (132,719) (29,867) 1,123,213 84.768% 952,126 476,063 (1,714) (47,435) 426,914 5,128,187 9.5 2035 08/01/35100% 1,285,799 (132,719) (29,867) 1,123,213 84.768% 952,126 476,063 (1,714) (47,435) 426,914 5,357,674 10 2035 02/01/36100% 1,298,657 (132,719) (30,251) 1,135,687 84.768% 962,700 481,350 (1,733) (47,962) 431,655 5,582,952 10.5 2036 08/01/36100% 1,298,657 (132,719) (30,251) 1,135,687 84.768% 962,700 481,350 (1,733) (47,962) 431,655 5,801,668 11 2036 02/01/37100% 1,311,643 (132,719) (30,639) 1,148,285 84.768% 973,379 486,690 (1,752) (48,494) 436,444 6,016,369 11.5 2037 08/01/37100% 1,311,643 (132,719) (30,639) 1,148,285 84.768% 973,379 486,690 (1,752) (48,494) 436,444 6,224,817 12 2037 02/01/38100% 1,324,760 (132,719) (31,031) 1,161,010 84.768% 984,166 492,083 (1,771) (49,031) 441,280 6,429,437 12.5 2038 08/01/38100% 1,324,760 (132,719) (31,031) 1,161,010 84.768% 984,166 492,083 (1,771) (49,031) 441,280 6,628,096 13 2038 02/01/39100% 1,338,007 (132,719) (31,427) 1,173,862 84.768% 995,060 497,530 (1,791) (49,574) 446,165 6,823,104 13.5 2039 08/01/39100% 1,338,007 (132,719) (31,427) 1,173,862 84.768% 995,060 497,530 (1,791) (49,574) 446,165 7,012,433 14 2039 02/01/40100% 1,351,388 (132,719) (31,827) 1,186,842 84.768% 1,006,063 503,031 (1,811) (50,122) 451,099 7,198,280 14.5 2040 08/01/40100% 1,351,388 (132,719) (31,827) 1,186,842 84.768% 1,006,063 503,031 (1,811) (50,122) 451,099 7,378,713 15 2040 02/01/41100% 1,364,901 (132,719) (32,231) 1,199,952 84.768% 1,017,176 508,588 (1,831) (50,676) 456,081 7,555,826 15.5 2041 08/01/41100% 1,364,901 (132,719) (32,231) 1,199,952 84.768% 1,017,176 508,588 (1,831) (50,676) 456,081 7,727,781 16 2041 02/01/42 Total14,424,701 (51,929) (1,437,277) 12,935,495 Present Value From 08/01/2025 Present Value Rate 6.00% 8,617,446 (31,023) (858,642) 7,727,781 900   City of Chanhassen Tax Increment Financing District No. 13 Appendix C: Findings Including But/For Qualifications The reasons and facts supporting the findings for the adoption of the Tax Increment Financing Plan (TIF Plan) for Tax Increment Financing District No. 13 (the “District”), as required pursuant to Minnesota Statutes (M.S.), Section 469.175, Subdivision 3 are as follows: 1. Finding that Tax Increment Financing District No. 13 is a redevelopment district as defined in M.S., Section 469.174, Subd. 10. The District consists of six (6) parcels and their internal and adjacent rights-of-way, with plans to redevelop the area into a mixed-use development consisting of approximately 310 multi-family housing units and 18,000 rentable square feet of commercial space. Parcels consisting of 70% of the area of the District are occupied by buildings, streets, utilities, paved or gravel parking lots or other similar structures. One of two buildings in the District, not including outbuildings, is structurally substandard and the other building requires substantial renovation or clearance to remove inadequate street layout and obsolescence not suitable for improvement or conversion. (See Appendix D of the TIF Plan.) 2. Finding that the proposed development, in the opinion of the City Council, would not reasonably be expected to occur solely through private investment within the reasonably foreseeable future and that the increased market value of the site that could reasonably be expected to occur without the use of tax increment financing would be less than the increase in the market value estimated to result from the proposed development after subtracting the present value of the projected tax increments for the maximum duration of Tax Increment Financing District No. 13 permitted by the TIF Plan. The proposed development, in the opinion of the City, would not reasonably be expected to occur solely through private investment within the reasonably foreseeable future: This finding is supported by the fact that the activities proposed in the TIF Plan meet the City's objectives for redevelopment. The existing property contains substandard or obsolete buildings whose renovation requires high costs related to demolition, remediation, site improvement, and construction of infrastructure. The redevelopment also requires substantial investment toward public improvements including the extension of Laredo Drive, utility relocations, and various internal and external sidewalk and roadway improvements to connect with the downtown area. 901   City of Chanhassen Tax Increment Financing District No. 13 Because of the combination of limited amounts of property available for expansion adjacent to the renewal site and the public and private costs of financing the proposed improvements which are essential to the comprehensive redevelopment of the area, this project is feasibly only through assistance, in part, from tax increment financing. The developer provided a pro forma outlining project sources and uses as well as projected rent, operating cost, vacancy and financing assumptions. City staff and the City’s financial advisor reviewed the information and have determined that the project is not feasible without assistance due to anticipated net operating income and market returns not supporting the overall redevelopment costs for the site. This review supports justification that the Developer would not have gone forward without tax increment assistance. The increased market value of the site that could reasonably be expected to occur without the use of tax increment financing would be less than the increase in market value estimated to result from the proposed development after subtracting the present value of the projected tax increments for the maximum duration of the District permitted by the TIF Plan: This finding is justified on the grounds that the development intensity and tax based created on currently underutilized and declining property requires site and public improvement costs that are improbable without public assistance. Specifically, the costs of site preparation, demolition, remediation, and public improvements to include infrastructure and site parking will add significantly to the total redevelopment costs of any development in this area. Site and public improvements costs in this area have made redevelopment infeasible without tax increment assistance. The City reasonably determines that no other redevelopment of similar scope is anticipated on this site without substantially similar assistance being provided to the development. Therefore, the City concludes as follows: a. The City's estimate of the amount by which the market value of the entire District will increase without the use of tax increment financing is $0. b. If the proposed development occurs, the total increase in market value will be $82,213,460. 902   City of Chanhassen Tax Increment Financing District No. 13 c. The present value of tax increments from the District for the maximum duration of the district permitted by the TIF Plan is estimated to be $8,617,446. d. Even if some development other than the proposed development were to occur, the Council finds that no alternative would occur that would produce a market value increase greater than $73,596,014 (the amount in clause b less the amount in clause c) without tax increment assistance. 3. Finding that the TIF Plan for the District conforms to the general plan for the development or redevelopment of the municipality as a whole. The City of Chanhassen Planning Commission reviewed the TIF Plan on February 20, 2024 and adopted Resolution No. 2024-01 finding that the TIF Plan is consistent with Chanhassen’s Comprehensive Plan and therefore conforms to the general plans for the development and redevelopment of the City as a whole. 4. Finding that the TIF Plan for Tax Increment Financing District No. 13 will afford maximum opportunity, consistent with the sound needs of the City as a whole, for the development or redevelopment of the Downtown Chanhassen Redevelopment Project Area by private enterprise. Through the implementation of the TIF Plan, the City will provide an impetus for the renovation of substandard and underutilized property, construction of a new mixed-use private development which will result in increased employment in the City and the State of Minnesota, an increased tax base of the State and add a high-quality development to the City. 903   City of Chanhassen Tax Increment Financing District No. 13 Appendix D: Renewal and Renovation Qualifications for the District 904 REPORT OF INSPECTION PROCEDURES AND RESULTS FOR DETERMINING QUALIFICATIONS OF A TAX INCREMENT FINANCING DISTRICT WEST 78TH STREET RENEWAL AND RENOVATION TIF DISTRICT Prepared for CITY OF CHANHASSEN, MINNESOTA DECEMBER 1, 2023 905 West 78th Street Renewal and Renovation TIF LHB Project No. 230558.00 Page 1 of 12 Final Report  Table of Contents   Part 1 – Executive Summary ....................................................................................................................... 2 Purpose of Evaluation ............................................................................................................................................... 2 Scope of Work ........................................................................................................................................................... 3 Conclusion ................................................................................................................................................................ 3 Part 2 – Minnesota Statute 469.174, Subdivision 10a Requirements ...................................................... 3  A. Coverage Test .................................................................................................................................................. 4 B. Condition of Buildings Test ............................................................................................................................... 4 C. Distribution of Substandard Buildings ............................................................................................................... 5 Part 3 – Procedures Followed .................................................................................................................... 6  Part 4 – Findings .......................................................................................................................................... 6  A. Coverage Test .................................................................................................................................................. 6 B. Condition of Building Test .................................................................................................................................. 8 1. Building Inspection .................................................................................................................................. 8 2. Replacement Cost .................................................................................................................................. 8 3. Code Deficiencies ................................................................................................................................... 8 4. System Condition Deficiencies ............................................................................................................... 9 C. Distribution of Substandard Structures ........................................................................................................... 10 Part 5 - Team Credentials .......................................................................................................................... 12  APPENDIX A Property Condition Assessment Summary Sheet APPENDIX B Building Code and Condition Deficiencies Reports APPENDIX C Property Condition Assessment Building Replacement Cost Reports Code Deficiency Cost Reports Photographs 906 West 78th Street Renewal and Renovation TIF LHB Project No. 230558.00 Page 2 of 12 Final Report  Part 1: Executive Summary Purpose of the Evaluation LHB was hired by the City of Chanhassen to inspect and evaluate the properties within a Tax Increment Financing Renewal and Renovation District (“TIF District”) proposed to be established by the City. The proposed TIF District is bounded by West 78th Street, Market Boulevard, and Market Street (see Diagram 1). The purpose of LHB’s work is to determine whether the proposed TIF District meets the statutory requirements for coverage, and whether two (2) buildings on six (6) parcels located within the proposed TIF District, meet the qualifications required for a Renewal and Renovation District. Diagram 1: Proposed TIF District 907 West 78th Street Renewal and Renovation TIF LHB Project No. 230558.00 Page 3 of 12 Final Report  Scope of Work The proposed TIF District consists of six (6) parcels with two (2) buildings. Both buildings in the proposed TIF District received interior and exterior inspections. The Chanhassen Cinema building was determined substandard. The Hotel building did not meet the qualifications to be determined “structurally substandard”, but a full building report was still completed showing significant structural and code deficiencies coming up just short of the 15 percent code deficiency requirement. Building code and Condition Deficiency reports for both buildings are in Appendix B. Conclusion After inspecting and evaluating the properties within the proposed TIF District and applying current statutory criteria for a Renewal and Renovation District under Minnesota Statutes, Section 469.174, Subdivision 10a, it is our professional opinion that the proposed TIF District qualifies as a Renewal and Renovation District because:  The proposed TIF District has a coverage calculation of 100 percent which is above the 70 percent requirement.  50 percent of the buildings are structurally substandard which is above the 20 percent requirement.  100 percent of the other buildings require substantial renovation or clearance which is above the 30 percent requirement.  The substandard buildings are reasonably distributed. The remainder of this report describes our process and findings in detail. Part 2: Minnesota Statute 469.174, Subdivision 10a Requirements The properties were inspected in accordance with the following requirements under Minnesota Statutes, Section 469.174, Subdivision 10(c), which states: Interior Inspection “The municipality may not make such determination [that the building is structurally substandard] without an interior inspection of the property...” Exterior Inspection and Other Means “An interior inspection of the property is not required, if the municipality finds that (1) the municipality or authority is unable to gain access to the property after using its best efforts to obtain permission from the party that owns or controls the property; and (2) the evidence otherwise supports a reasonable conclusion that the building is structurally substandard.” 908 West 78th Street Renewal and Renovation TIF LHB Project No. 230558.00 Page 4 of 12 Final Report  Documentation “Written documentation of the findings and reasons why an interior inspection was not conducted must be made and retained under section 469.175, subdivision 3(1).” Qualification Requirements Minnesota Statutes, Section 469.174, Subdivision 10 (a) (1) requires two tests for occupied parcels: A. COVERAGE TEST 1. Minnesota Statutes, Section 469.174, Subdivision 10 (a) (1) states: …“parcels consisting of 70 percent of the area of the district are occupied by buildings, streets, utilities, or paved or gravel parking lots” The coverage required by the parcel to be considered occupied is defined under Minnesota Statutes, Section 469.174, Subdivision 10(e), which states:“For purposes of this subdivision, a parcel is not occupied by buildings, streets, utilities, or paved or gravel parking lots unless 15 percent of the area of the parcel contains building, streets, utilities, or paved or gravel parking lots, or other similar structures.” B. CONDITION OF BUILDINGS TEST 1. Minnesota Statutes, Section 469.174, Subdivision 10(a) states: …“20 percent of the buildings are structurally substandard; and 30 percent of the other buildings require substantial renovation or clearance to remove existing conditions such as: inadequate street layout, incompatible uses or land use relationships, overcrowding of buildings on the land, excessive dwelling unit density, obsolete buildings not suitable for improvement or conversion, or other identified hazards to the health, safety, and general well-being of the community.” Structurally substandard is defined under Minnesota Statues, Section 469.174, Subdivision 10(b), “For purposes of this subdivision, ‘structurally substandard’ shall mean containing defects in structural elements or a combination of deficiencies in essential utilities and facilities, light and ventilation, fire protection including adequate egress, layout and condition of interior partitions, or similar factors, which defects or deficiencies are of sufficient total significance to justify substantial renovation or clearance.” a. We do not count energy code deficiencies toward the thresholds required by Minnesota Statutes, Section 469.174, Subdivision 10(b) defined as “structurally substandard”, due to concerns expressed by the State of Minnesota Court of Appeals in the Walser Auto Sales, Inc. vs. City of Richfield case filed November 13, 2001. 2. Buildings are not eligible to be considered structurally substandard unless they meet certain additional criteria, as set forth in Subdivision 10(c) which states: “A building is not structurally substandard if it follows the building code applicable to new buildings or could be modified to satisfy the building code at a cost of less than 15 percent of the cost of constructing a new structure of the same square footage and type on the site. The municipality may find that a building is not disqualified as structurally substandard under the preceding sentence based on reasonably available evidence, such as the size, type, and age of the building, the average cost of plumbing, electrical, or structural repairs, or other similar reliable evidence.” “Items of evidence that support such a conclusion [that the building is not disqualified] include recent fire or police inspections, on-site property appraisals or housing inspections, exterior evidence of deterioration, or other similar reliable evidence.” 909 West 78th Street Renewal and Renovation TIF LHB Project No. 230558.00 Page 5 of 12 Final Report  i. LHB counts energy code deficiencies toward the 15 percent code threshold required by Minnesota Statutes, Section 469.174, Subdivision 10(c) for the following reasons: 1) The Minnesota energy code is one of ten building code areas highlighted by the Minnesota Department of Labor and Industry website where minimum construction standards are required by law. 2) Chapter 13 of the 2015 Minnesota Building Code states, “Buildings shall be designed and constructed in accordance with the International Energy Conservation Code.” Further more, Minnesota Rules, Chapter 1305.0021 Subpart 9 states, “References to the International Energy Conservation Code in this code mean the Minnesota Energy Code…” 3) Chapter 11 of the 2015 Minnesota Residential Code incorporates Minnesota Rules, Chapters, 1322 and 1323 Minnesota Energy Code. 4) The Senior Building Code Representative for the Construction Codes and Licensing Division of the Minnesota Department of Labor and Industry confirmed that the Minnesota Energy Code is being enforced throughout the State of Minnesota. 5) In a January 2002 report to the Minnesota Legislature, the Management Analysis Division of the Minnesota Department of Administration confirmed that the construction cost of new buildings complying with the Minnesota Energy Code is higher than buildings built prior to the enactment of the code. 6) Proper TIF analysis requires a comparison between the replacement value of a new building built under current code standards with the repairs that would be necessary to bring the existing building up to current code standards. For an equal comparison to be made, all applicable code chapters should be applied to both scenarios. Since current construction estimating software automatically applies the construction cost of complying with the Minnesota Energy Code, energy code deficiencies should also be identified in the existing structures. C. DISTRIBUTION OF SUBSTANDARD BUILDINGS 1. Minnesota Statutes, Section 469.174, Subdivision 10a. (a) (2), states that the conditions described above must be “reasonably distributed throughout the geographic area of the district”. 2. Our interpretation of the distribution requirement is that the substandard buildings and other buildings requiring substantial renovation or clearance must be reasonably distributed throughout the district as compared to the location of all buildings in the district. For example, if all the buildings in a district are located on one half of the area of the district, with the other half occupied by parking lots (meeting the required 70 percent coverage for the district), we would evaluate the distribution of the substandard buildings and buildings requiring substantial renovation or clearance compared with only the half of the district where the buildings are located. If all the buildings in a district are located evenly throughout the entire area of the district, the substandard buildings and buildings requiring substantial renovation or clearance must be reasonably distributed throughout the entire area of the district. We believe this is consistent with the opinion expressed by the State of Minnesota Court of Appeals in the Walser Auto Sales, Inc. vs. City of Richfield case filed November 13, 2001. 910 West 78th Street Renewal and Renovation TIF LHB Project No. 230558.00 Page 6 of 12 Final Report  Part 3: Procedures Followed LHB was able to schedule interior and exterior inspections for two (2) buildings in the proposed TIF District on July 27, 2023. The Chanhassen Cinema building (570 Market Street, Parcel A in Diagram 2) received an on-site interior and exterior inspection and was determined substandard. The Hotel building (575 and 591 78th Street West, Parcels B, C, and E in Diagram 2) including the former High Timber Lodge addition, had visible water issues but did not appear to have enough condition deficiencies during the initial inspection to be considered “structurally substandard”. However, the Hotel building did exhibit existing conditions warranting renovation or clearance as defined by Minnesota Statutes Subd. 10a. (1) (iii) in which it requires substantial renovation or clearance to remove existing conditions of incompatible land use relationships and obsolete buildings not suitable for improvement or conversion. Part 4: Findings A. COVERAGE TEST 1. The total square foot area of each parcel in the proposed TIF District was obtained from City records, GIS mapping and site verification. 2. The total square foot area of buildings and site improvements on the parcels in the proposed TIF District was obtained from City records, GIS mapping and site verification. 3. The percentage of coverage for each parcel in the proposed TIF District was computed to determine if the 15 percent minimum requirement was met. The total square footage of parcels meeting the 15 percent requirement was divided into the total square footage of the entire district to determine if the 70 percent requirement was met. FINDING: The proposed TIF District met the coverage test under Minnesota Statutes, Section 469.174, Subdivision 10(e), which resulted in parcels consisting of 100 percent of the area of the proposed TIF District being occupied by buildings, streets, utilities or paved drives or parking lots (see Diagram 2). This exceeds the 70 percent area coverage requirement for the proposed TIF District under Minnesota Statutes, Section 469.174, Subdivision 10a (a)(1). 911 West 78th Street Renewal and Renovation TIF LHB Project No. 230558.00 Page 7 of 12 Final Report  Diagram 2: Coverage Shaded area denotes parcels more than 15 percent occupied by buildings, streets, utilities or paved or gravel parking lots or other similar structures. 912 West 78th Street Renewal and Renovation TIF LHB Project No. 230558.00 Page 8 of 12 Final Report  B. Condition Of Building Test 1. BUILDING INSPECTION The first step in the evaluation process is the building inspection. After an initial walk-thru, the inspector makes a judgement whether a building “appears” to have enough defects or deficiencies of sufficient total significance to justify substantial renovation or clearance. If it does, the inspector documents with notes and photographs code and non-code deficiencies in the building. 2. REPLACEMENT COST The second step in evaluating a building to determine if it is substandard to a degree requiring substantial renovation or clearance is to determine its replacement cost. This is the cost of constructing a new structure of the same square footage and type on site. Replacement costs were researched using R.S. Means Cost Works square foot models for 2023. A replacement cost was calculated by first establishing building use (office, retail, residential, etc.), building construction type (wood, concrete, masonry, etc.), and building size to obtain the appropriate median replacement cost, which factors in the costs of construction in Chanhassen, Minnesota. Replacement cost includes labor, materials, and the contractor’s overhead and profit. Replacement costs do not include architectural fees, legal fees or other “soft” costs not directly related to construction activities. Replacement cost for each building that was inspected is tabulated in Appendix A. 3. CODE DEFICIENCIES The next step in evaluating a building is to determine what code deficiencies exist with respect to such building. Code deficiencies are those conditions for a building which are not in compliance with current building codes applicable to new buildings in the State of Minnesota. Minnesota Statutes, Section 469.174, Subdivision 10(c), specifically provides that a building cannot be considered structurally substandard if its code deficiencies are not at least 15 percent of the replacement cost of the building. As a result, it was necessary to determine the extent of code deficiencies for each building in the proposed TIF District. The evaluation was made by reviewing all available information with respect to such buildings contained in City Building Inspection records and making interior and exterior inspections of the buildings. LHB utilizes the current Minnesota State Building Code as the official code for our evaluations. The Minnesota State Building Code is a series of provisional codes written specifically for Minnesota only requirements, adoption of several international codes, and amendments to the adopted international codes. After identifying the code deficiencies in each building, we used R.S. Means Cost Works 2023; Unit and Assembly Costs to determine the cost of correcting the identified deficiencies. We were than able to compare the correction costs with the replacement cost of each building to determine if the costs for correcting code deficiencies exceed the required 15 percent threshold. FINDING: One (1) out of Two (2) buildings (50 percent) in the proposed TIF District contained code deficiencies exceeding the 15 percent threshold required by Minnesota Statutes, Section 469.174, Subdivision 10(c). Complete Building Code and Condition Deficiency Reports for the building that was inspected in the proposed TIF District can be found in Appendix B of this report. 913 West 78th Street Renewal and Renovation TIF LHB Project No. 230558.00 Page 9 of 12 Final Report  4. SYSTEM CONDITION DEFICIENCIES If a building meets the minimum code deficiency threshold under Minnesota Statutes, Section 469.174, Subdivision 10(c), then for such building to be “structurally substandard” under Minnesota Statutes, Section 469.174, Subdivision 10(b), the building’s defects, or deficiencies should be of sufficient total significance to justify “substantial renovation or clearance.” Based on this definition, LHB re-evaluated each of the buildings that met the code deficiency threshold under Minnesota Statutes, Section 469.174, Subdivision 10(c), to determine if the total deficiencies warranted “substantial renovation or clearance” based on the criteria we outlined above. System condition deficiencies are a measurement of defects or substantial deterioration in site elements, structure, exterior envelope, mechanical and electrical components, fire protection and emergency systems, interior partitions, ceilings, floors, and doors. The evaluation of system condition deficiencies was made by reviewing all available information contained in City records and making interior and exterior inspections of the buildings. LHB only identified system condition deficiencies that were visible upon our inspection of the building or contained in City records. We did not consider the amount of “service life” used up for a particular component unless it was an obvious part of that component’s deficiencies. After identifying the system condition deficiencies in each building, we used our professional judgment to determine if the list of defects or deficiencies are of sufficient total significance to justify “substantial renovation or clearance.” FINDING: In our professional opinion, one (1) of the two (2) buildings (50 percent) in the proposed TIF District is structurally substandard to a degree requiring substantial renovation or clearance, because of defects in structural elements or a combination of deficiencies in essential utilities and facilities, light and ventilation, fire protection including adequate egress, layout and condition of interior partitions, or similar factors which defects or deficiencies are of sufficient total significance to justify substantial renovation or clearance. This exceeds the 20 percent requirement of Subdivision 10a. (a) (1) (ii). SUBDIVISION 10a. (a) (1) (iii) Subdivision 10a. (a) (1) (iii) requires that at least 30 percent of the other buildings (i.e., all buildings excluding the 20 percent minimum standard) meet the Subdivision 10a (1), clause (iii) test in which the “other” buildings require substantial renovation or clearance to remove existing conditions such as: inadequate street layout, incompatible uses or land use relationships, overcrowding of buildings on the land, excessive dwelling unit density, obsolete buildings not suitable for improvement or conversion, or other identified hazards to the health, safety, and general well-being of the community. FINDING: One (1) out of the one (1) remaining buildings (100 percent) in the proposed Renewal and Renovation District exhibits existing conditions warranting renovation or clearance as defined by Minnesota Statutes Subd. 10a. (1) (iii), described as follows: 914 West 78th Street Renewal and Renovation TIF LHB Project No. 230558.00 Page 10 of 12 Final Report  PARCEL B, C, and E: In 2023 the City of Chanhassen began a visioning process for the future of Downtown Chanhassen, which is typically referred to as the areas surrounding West 78th Street between Powers Boulevard and Great Plains Boulevard. The downtown plan, generated from the visioning process, showed a desire for a more walkable, pedestrian-scale downtown with buildings near the streets and parking tucked to the rear, side, or underground. The continued addition of housing opportunities within the downtown is also seen as a priority to increase the number of people within the downtown area at all times of the day to promote a healthy business climate. Over time, West 78th Street will be transformed into more of a traditional 'main street' with on-street parking opportunities, contiguous sidewalks, and opportunities to eat, shop, and recreate. The new civic campus currently being planned by the city will consist of a new city hall, senior city, and city park. The city park will include a splash pad, and an outdoor performance center and winter ice skating to serve as a draw attracting the public to downtown Chanhassen year-round. The new city hall will be located at the intersection of Market Boulevard and West 78th Street and will set the tone for building placement for future downtown developments and redevelopment projects. The City has a vision for this area that is a departure from the suburban Hotel model. Concurrent with the City plans changing for this area, the Hotel ownership group is faced with water penetration issues on the exterior skin of the hotel that if not addressed, will lead to serious consequences. The building has been well-maintained to this point, but will become more difficult to maintain and costly to fix. LHB inspectors found code deficiencies totaling 14.4% of the replacement value of the building. While this is slightly short of what is required to be labeled a “substandard” building by MN TIF Statutes, it is a significant issue for the owners and will impact the viability of this building into the future. The Hotel building as configured is obsolete in terms of current urban standards, and is situated in a large surface parking lot, contrary to the planning vision for this area. While this parcel would naturally be grandfathered into the new land use/zoning, major additions, or improvements to the structure incompatible with the new planning goals would not likely be approved, leading to a disincentive for reinvestment and ultimately blight conditions. C. Distribution Of Substandard Structures Much of this report has focused on the condition of individual buildings as they relate to requirements identified by Minnesota Statutes, Section 469.174, Subdivision 10 and 10a. It is also important to look at the distribution of substandard buildings throughout the geographic area of the proposed TIF District. FINDING: Buildings meeting the requirements of Minnesota Statutes, Section 469.174, Subdivision 10 and 10a are reasonably distributed compared to all parcels that contain buildings. 915 West 78th Street Renewal and Renovation TIF LHB Project No. 230558.00 Page 11 of 12 Final Report  Diagram 3: Distribution of Substandard Structures Yellow: parcels with buildings. Orange: Structurally Substandard Building Blue: Other Conditions warranting renovation or clearance (Subd. 10a. (1) (iii) 916 West 78th Street Renewal and Renovation TIF LHB Project No. 230558.00 Page 12 of 12 Final Report  Part 5: Team Credentials Michael A. Fischer, AIA, LEED AP - Project Principal/TIF Analyst Michael has 34 years of experience as project principal, project manager, project designer and project architect on planning, urban design, educational, commercial, and governmental projects. He has become an expert on Tax Increment Finance District analysis assisting over 100 cities with strategic planning for TIF Districts. He is an Architectural Principal at LHB and currently leads the Minneapolis office. Michael completed a two-year Bush Fellowship, studying at MIT and Harvard in 1999, earning master’s degrees in City Planning and Real Estate Development from MIT. He has served on more than 50 committees, boards, and community task forces, including a term as a City Council President, Chair of a Metropolitan Planning Organization, and Chair of the Edina Planning Commission. Most recently, he served as a member of the Edina city council and Secretary of the Edina HRA. Michael has also managed and designed several award-winning architectural projects and was one of four architects in the Country to receive the AIA Young Architects Citation in 1997. Phil Fisher – Inspector For 35 years, Phil Fisher worked in the field of Building Operations in Minnesota including White Bear Lake Area Schools. At the University of Minnesota, he earned his Bachelor of Science in Industrial Technology. He is a Certified Playground Safety Inspector, Certified Plant Engineer, and is trained in Minnesota Enterprise Real Properties (MERP) Facility Condition Assessment (FCA). His FCA training was recently applied to the Minnesota Department of Natural Resources Facilities Condition Assessment project involving over 2,000 buildings. Appendices APPENDIX A Property Condition Assessment Summary Sheet APPENDIX B Building Code and Condition Deficiencies Reports APPENDIX C Property Condition Assessment Building Replacement Cost Reports Code Deficiency Cost Reports Photographs 917 APPENDIX A Property Condition Assessment Summary Sheet 918 West 78th Street Renewal and Renovation TIF District Property Condition Assessment Summary SheetTIF Map No.PID # Property AddressImproved or VacantSurvey Method UsedSite Area(S.F.)Coverage Area of Improvements(S.F.)Coverage Percent of ImprovementsCoverageQuantity(S.F.)No. of BuildingsBuildingReplacementCost15% of Replacement CostBuilding Code DeficienciesNo. of Buildings Exceeding 15% CriteriaNo. of buildings determined substandardMeets Subd. 10a. (1) (iii) RequirementsA252830010 570 Market Street Improved Interior/Exterior 39,640 37,658 95.0% 39,640 1 $3,792,114 $568,817 $964,004 1 1 1B251180010 575 West 78th Street Improved Interior/Exterior 23,958 22,520 94.0% 23,958 See Parcel E Note 1C251180020 575 West 78th Street Improved Interior/Exterior 23,086 23,086 100.0% 23,086 See Parcel E Note 1D251190040 N/A Vacant Exterior 1,307 1,307 100.0% 1,307E251190010 591 West 78th Street Improved Interior/Exterior 50,094 47,088 94.0% 50,094 1 $16,449,055 $2,467,358 $2,370,924 0 0 1F251190030 N/A Vacant Exterior 38,332 34,499 90.0% 38,332TOTALS 176,417 176,417 2 1 1 2100.0%Note 1: One continuous building covers Parcels B, C, and EThe Parcel E line contains the full building information 50.0%50.0%M:\23Proj\230558\300 Design\Reports\Final Report\[230558 West 78th Street TIF Summary Sheet.xlsx]Property InfoPercent of other buildings meeting Subd. 10a. (1) (iii) Requirements 100.0%Total Coverage Percent:Percent of buildings exceeding 15 percent code deficiency threshold: Percent of buildings determined substandard: Chanhassen, MinnesotaWest 78th Street Renewal and Renovation TIF DistrictLHB Project Number 230558.00Page 1 of 1Property Condition Assessment Summary Sheet919 APPENDIX B Building Code and Condition Deficiencies Reports 920 West 78th Street TIF District Page 1 of 3 Building Report LHB Project No. 230558.00 Parcel A – 570 Market St, Chanhassen, MN 55317 West 78th Street Renewal and Renovation TIF District Building Code, Condition Deficiency and Context Analysis Report Parcel A Chanhassen Cinema Address: 570 Market Street, Chanhassen, Minnesota 55317 Parcel ID: 252830010 Inspection Date(s) & Time(s): July 27, 2023 10am Inspection Type: Interior and Exterior Summary of Deficiencies: It is our professional opinion that this building is Substandard because: - Substantial renovation is required to correct Conditions found. - Building Code deficiencies total more than 15% of replacement cost, NOT including energy code deficiencies. Estimated Replacement Cost: $3,792,114 Estimated Cost to Correct Building Code Deficiencies: $964,004 Percentage of Replacement Cost for Building Code Deficiencies: 25.4% DEFECTS IN STRUCTURAL ELEMENTS 1. Exterior masonry walls are failing, allowing for water intrusion which is contrary to code. 2. Steel lintels should be protected from rusting per code. 3. Masonry foundation walls are failing allowing for water intrusion which is contrary to code. COMBINATION OF DEFICIENCIES 1. Essential Utilities and Facilities a. There is no code required accessible parking. b. There is no code compliant accessible route into the building. c. There is no code required accessible route to all levels of the building. 2. Light and Ventilation a. The lighting system does not comply with code. b. The HVAC system does not comply with code. 3. Fire Protection/Adequate Egress a. Natural gas meter should be protected per code. b. Interior stairs do not comply with code. c. Damaged flooring material is creating an impediment to emergency egress which is contrary to code. d. The emergency notification system does not comply with code. e. Flammable material is improperly stored which is contrary to code. f. Exterior stairs are damaged creating an impediment to emergency egress which is contrary to code. 921 West 78th Street TIF District Page 2 of 3 Building Report LHB Project No. 230558.00 Parcel A – 570 Market St, Chanhassen, MN 55317 4. Layout and Condition of Interior Partitions/Materials a. The ceiling tile is damaged or missing and should be replaced. b. Mold is present though out the building. c. Interior walls should be repaired and repainted. 5. Exterior Construction a. Exterior walls should be repainted. b. Hollow metal doors are failing and should be replaced. c. Steel railings are rusting and should be repaired or replaced. d. The roofing material has failed, allowing for water intrusion which is contrary to code. e. Exterior caulking has failed, allowing for water intrusion which is contrary to code. DESCRIPTION OF CODE DEFICIENCIES 1. Exterior masonry wall should be repaired or replaced to prevent water intrusion per code. 2. Steel lintels should be protected from rusting per code. 3. Failing masonry foundation walls should be repaired and or replaced to comply with structural integrity per code. 4. Code required accessible parking should be created. 5. A code required accessible route into the building should be created. 6. A code required accessible route to all levels of the building should be created. 7. A code-compliant lighting system should be installed. 8. A code-compliant HVAC system should be installed. 9. The natural gas meter should be protected, per code. 10. Interior stairs should be modified to comply with code. 11. Damaged flooring material should be replaced to create a code required unimpeded means for emergency egress. 12. The emergency notification system should be replaced to comply with code. 13. Flammable material should be stored in a code approved container. 14. Damaged exterior stairs should be repaired to create a code required unimpeded means for emergency egress. 15. Failed roofing material should be replaced to prevent water intrusion per code. 16. Failed exterior joint caulking should be removed and replaced to prevent water intrusion per code. OVERVIEW OF DEFICIENCIES This building has been vacant for several years and is showing severe signs of exterior structural system failure. The exterior concrete masonry units are failing, allowing for water intrusion which is contrary to code. There is no code required accessible parking. The existing accessible ramp does not meet current code. Steel lintels should be protected from rusting to comply with code. A code required accessible route to all levels of the building should be created. The interior stairs do not comply with code. Interior walls should be repaired and repainted. Damaged or missing ceiling tile should be replaced. There is mold throughout the building. The interior flooring is damaged creating an impediment to emergency egress which is contrary to code. The lighting system does not comply with code. The HVAC system does not comply with code. The natural gas meter should be protected per code. The emergency notification system does not comply with code. The exterior concrete stairs are damaged creating an impediment to emergency egress which is contrary to code. Failed roofing material should be replaced to prevent water intrusion per code. Failed exterior joint caulking should be replaced to prevent water intrusion per code. 922 West 78th Street TIF District Page 3 of 3 Building Report LHB Project No. 230558.00 Parcel A – 570 Market St, Chanhassen, MN 55317 ENERGY CODE DEFICIENCIES In addition to the building code deficiencies listed above, the existing building does not comply with the current energy code. These deficiencies are not included in the estimated costs to correct code deficiencies and are not considered in determining whether or not the building is substandard. M:\23Proj\230558\300 Design\Reports\Building Reports\A - 570 Market St Building Report Redevelopment District.docx 923 West 78th Street TIF District Page 1 of 3 Building Report LHB Project No. 230558.00 Parcel E – 591 W 78th St, Chanhassen, MN 55317 West 78th Street Renewal and Renovation TIF District Building Code, Condition Deficiency and Context Analysis Report Parcel E Country Inn and Suites Address: 591 West 78th Street, Chanhassen, Minnesota 55317 Parcel ID: 251190010 Inspection Date(s) & Time(s): July 27, 2023 9am Inspection Type: Interior and Exterior Summary of Deficiencies: It is our professional opinion that this building IS NOT Substandard because: - Substantial renovation IS NOT required to correct Conditions found. - Building Code deficiencies DO NOT total more than 15% of replacement cost, NOT including energy code deficiencies. Estimated Replacement Cost: $16,449,055 Estimated Cost to Correct Building Code Deficiencies: $2,370,924 Percentage of Replacement Cost for Building Code Deficiencies: 14.4% DEFECTS IN STRUCTURAL ELEMENTS 1. Steel lintels should be protected from rusting per code. COMBINATION OF DEFICIENCIES 1. Essential Utilities and Facilities a. No deficiencies observed. 2. Light and Ventilation a. The lighting system does not comply with code. b. The HVAC system does not comply with code. 3. Fire Protection/Adequate Egress a. Floor tile is damaged creating an impediment to emergency egress which is contrary to code. b. Thresholds do not comply with code for maximum height. c. Smoke gaskets on fire rated doors are damaged and will not comply with code. d. Personal hand railings on the exterior are not properly secured and should be repaired. e. Stairs do not comply with code. f. Electrical panels do not have the code required 36-inch clear space. g. The entrance canopy does not have a code required sprinkler system. h. Exterior sidewalks are damaged creating an impediment to emergency egress which is contrary to code. 924 West 78th Street TIF District Page 2 of 3 Building Report LHB Project No. 230558.00 Parcel E – 591 W 78th St, Chanhassen, MN 55317 i. Exterior stairs are damaged creating an impediment to emergency egress which is contrary to code. j. Staff reports that the building sprinkler system is failing, allowing for water intrusion which is contrary to code. k. Staff reports that the building emergency notification system is failing, which requires replacement per code. l. Staff reports that the smoke detectors are failing and should be replaced per code. 4. Layout and Condition of Interior Partitions/Materials a. The ceiling tile is damaged or missing and should be replaced. b. Interior walls should be repaired and repainted. c. The carpet is stained and should be cleaned and or replaced. d. Mold is present within the building. e. Ceramic wall tiles are damaged and should be replaced. f. Ceilings are stained from water damage and should be repaired and repainted. 5. Exterior Construction a. Areas of the exterior walls are compromised, allowing for water intrusion which is contrary to code. b. Exterior control joint caulking is failing, allowing for water intrusion which is contrary to code. c. Exterior wood surfaces should be repainted. d. Staff reports that windows are failing, allowing for water intrusion which is contrary to code. e. Staff reports that the roofing material is failing, allowing for water intrusion which is contrary to code. DESCRIPTION OF CODE DEFICIENCIES 1. Steel lintels should be protected from rusting per code. 2. The lighting system does not comply with code. 3. The HVAC system does not comply with code. 4. Damaged floor tile should be repaired/replaced to create an unimpeded means for emergency egress per code. 5. Thresholds should be modified to comply with code. 6. Smoke gaskets on fire rated doors do not comply with code. 7. Loose hand railings should be properly secured per code. 8. The stairs should be modified to comply with code. 9. A code required 36-inch clear space in front of all electrical panels should be maintained. 10. The entrance canopy does not have a code required sprinkler system. 11. Exterior sidewalks should be repaired to create a code required unimpeded means for emergency egress. 12. Repair existing sprinkler system to comply with code. 13. Install a code compliant emergency notification system. 14. Install code compliant smoke detectors. 15. Repair exterior walls to prevent water intrusion per code. 16. Remove and replace failed exterior caulking to prevent water intrusion per code. 17. Replace existing windows that are failing to prevent water intrusion per code. 18. Replace failing roofing system to prevent water intrusion per code. 925 West 78th Street TIF District Page 3 of 3 Building Report LHB Project No. 230558.00 Parcel E – 591 W 78th St, Chanhassen, MN 55317 OVERVIEW OF DEFICIENCIES This building is currently being operated as a hotel. Steel lintels should be protected from rusting per code. The lighting and HVAC systems do not comply with code. Sidewalks, exterior stairs, and interior floor tile are damaged creating an impediment to emergency egress which is contrary to code. Thresholds should be modified to comply with code. Damaged smoke gaskets on fire rated doors should be repaired to comply with code. Loose hand railing should be properly secured per code. Items in corridors that are obstructing emergency egress should be removed per code. Interior stairs should be modified to comply with code. The entrance canopy should have a code required sprinkler system installed. The building sprinkler system should be repaired to comply with code. A code compliant emergency notification system and smoke detectors should be installed. Repair exterior walls to prevent water intrusion per code. Replace failing window system to prevent water intrusion per code. The failing roofing system should be replaced to prevent water intrusion per code. ENERGY CODE DEFICIENCIES In addition to the building code deficiencies listed above, the existing building does not comply with the current energy code. These deficiencies are not included in the estimated costs to correct code deficiencies and are not considered in determining whether the building is substandard. M:\23Proj\230558\300 Design\Reports\Building Reports\E - 591 W 78th St Building Report Redevelopment District.docx 926 APPENDIX C Property Condition Assessments Building Replacement Cost Reports Code Deficiency Cost Reports Photographs 927 Replacement Cost Report Square Foot Cost Estimate Report Date:8/24/2023 Estimate Name:570 Market Street Building Type:Movie Theater with Concrete Block / Steel Joists Location:CHANHASSEN, MN Story Count:1 Story Height (L.F.):20.00 Floor Area (S.F.):22400 Labor Type:OPN Basement Included:No Data Release:Year 2023 Quarter 3 Cost Per Square Foot:$169.29 Building Cost:$3,792,114.90 Quantity % of Total Cost Per S.F. Cost A Substructure 8.26% $12.15 $272,208.46 A1010 Standard Foundations $4.63 $103,717.00    A10101051560 Foundation wall, CIP, 4' wall height, direct chute, .148 CY/LF, 7.2 PLF,  12" thick                                                       650 $2.93 $65,615.23    A10101102700 Strip footing, concrete, reinforced, load 11.1 KLF, soil bearing capacity  6 KSF, 12" deep x 24" wide 650 $1.62 $36,269.68    A10102107200 Spread footings, 3000 PSI concrete, load 50K, soil bearing capacity 6  KSF, 3' ‐ 0" square x 12" deep 7.47 $0.08 $1,832.09 A1030 Slab on Grade $7.13 $159,768.90    A10301202240 Slab on grade, 4" thick, non industrial, reinforced 22400 $7.13 $159,768.90 A2010 Basement Excavation $0.39 $8,722.56    A20101104560 Excavate and fill, 10,000 SF, 4' deep, sand, gravel, or common earth,  on site storage 22400 $0.39 $8,722.56 B Shell 27.42% $40.37 $904,200.80 B1010 Floor Construction $1.41 $31,600.53    B10102461250 Floor, concrete, slab form, open web bar joist @ 2' OC, on bearing  wall, 25' span, 22.5" deep, 100 PSF superimposed load, 145 PSF total  load 2250 $1.41 $31,600.53 B1020 Roof Construction $13.06 $292,524.29    B10201206500 Roof, steel joists, joist girder, 1.5" 22 ga metal deck, on  columns/bearing wall, 60'x50' bay, 40 PSF superimposed load, 71"  deep, 65 PSF total load 22400 $12.36 $276,950.02    B10201206550 Roof, steel joists, joist girder, 1.5" 22 ga metal deck, on  columns/bearing wall, 60'x50' bay, 40 PSF superimposed load, 71"  deep, 65 PSF total load, add for column 22400 $0.70 $15,574.27 B2010 Exterior Walls $7.13 $159,736.20    B20101116280 Concrete block (CMU) wall, regular weight, 75% solid, 8 x 8 x 16, 4500  PSI, reinforced, vertical #5@32", grouted 10400 $7.13 $159,736.20 B2020 Exterior Windows $8.31 $186,139.98    B20202101250 Aluminum flush tube frame, for 1/4"glass, 1‐3/4"x4", 5'x20' opening,  three intermediate horizontals                                  2600 $3.31 $74,149.92    B20202201400 Glazing panel, insulating, 1" thick units, 2 lites, 1/4" float glass, clear     2600 $5.00 $111,990.06 B2030 Exterior Doors $2.20 $49,237.16    B20301106950 Door, aluminum & glass, with transom, narrow stile, double door,  hardware, 6'‐0" x 10'‐0" opening 1.87 $0.75 $16,703.82    B20302203450 Door, steel 18 gauge, hollow metal, 1 door with frame, no label, 3'‐0"  x 7'‐0" opening 9.33 $1.45 $32,533.34 B3010 Roof Coverings $8.26 $184,962.64    B30101051400 Roofing, asphalt flood coat, gravel, base sheet, 3 plies 15# asphalt felt,  mopped 22400 $4.04 $90,497.34    B30103203090 Insulation, rigid, roof deck, composite with 2" EPS, 1" perlite 22400 $2.72 $60,943.90    B30104201400 Roof edges, aluminum, duranodic, .050" thick, 6" face 650 $1.16 $25,976.18    B30106305100 Gravel stop, aluminum, extruded, 4", mill finish, .050" thick 650 $0.34 $7,545.22 West 78th Street Renewal and Renovation TIF District Costs are derived from a building model with basic components. Scope differences and market conditions can cause costs to vary significantly. West 78th Street TIF District LHB Project No. 230558.00 Page 1 of 3 Replacement Cost Report Parcel A - 570 Market St, Chanhassen, MN 55317 928 C Interiors                                                                   19.33% $28.45 $637,264.72 C1010 Partitions                                                                  $4.23 $94,785.78    C10101045500 Concrete block (CMU) partition, light weight, hollow, 6" thick, no  finish                                                                                                                      8960 $4.23 $94,785.78 C1020 Interior Doors                                                              $1.57 $35,214.61    C10201022600 Door, single leaf, kd steel frame, hollow metal, commercial quality,  flush, 3'‐0" x 7'‐0" x 1‐3/8"                                                                                31.77 $1.57 $35,214.61 C1030 Fittings                                                                    $0.52 $11,586.22    C10301100460 Toilet partitions, cubicles, ceiling hung, stainless steel                               4 $0.45 $10,041.60    C10305100130 Directory boards, outdoor, 36" x 36"                                                             1 $0.07 $1,544.62 C2010 Stair Construction                                                          $3.04 $67,992.96    C20101100760 Stairs, steel, pan tread for conc in‐fill, picket rail,20 risers w/ landing    3.73 $3.04 $67,992.96 C3010 Wall Finishes                                                               $3.47 $77,820.26    C30102202000 2 coats paint on masonry with block filler 10400 $1.78 $39,929.14    C30102300320 Painting, masonry or concrete, latex, brushwork, primer & 2 coats        17920 $1.69 $37,891.12 C3020 Floor Finishes                                                              $6.76 $151,341.98    C30204100160 Carpet, tufted, nylon, roll goods, 12' wide, 36 oz                                        21280 $5.17 $115,731.07    C30204100220 Carpet, padding, add to above, 2.7 density                                                  21280 $1.12 $25,003.36    C30204101720 Tile, ceramic natural clay                                                                                  1120 $0.47 $10,607.55 C3030 Ceiling Finishes                                                            $8.86 $198,522.91    C30302107400 Acoustic ceilings, 3/4"mineral fiber, 12" x 12" tile, concealed 2" bar &  channel grid, suspended support                                                                     22400 $8.86 $198,522.91 D Services                                                                    34.67% $51.03 $1,143,116.52 D1010 Elevators and Lifts                                                         $3.80 $85,088.40    D10101102200 Hydraulic, passenger elevator, 3000 lb, 2 floors, 100 FPM                        1 $3.80 $85,088.40 D2010 Plumbing Fixtures                                                           $14.23 $318,717.14    D20101102080 Water closet, vitreous china, bowl only with flush valve, wall hung        50.77 $9.21 $206,203.20    D20102102000 Urinal, vitreous china, wall hung                                                                     9.52 $0.73 $16,358.64    D20103101600 Lavatory w/trim, vanity top, PE on CI, 19" x 16" oval                                  19.04 $1.50 $33,523.54    D20104404300 Service sink w/trim, PE on CI,wall hung w/rim guard, 22" x 18"               3.17 $0.93 $20,940.59    D20108201880 Water cooler, electric, wall hung, dual height, 14.3 GPH                           9.52 $1.86 $41,691.17 D2020 Domestic Water Distribution                                                 $0.39 $8,705.74    D20202202260 Gas fired water heater, residential, 100< F rise, 30 gal tank, 32 GPH      1.7 $0.39 $8,705.74 D2040 Rain Water Drainage                                                         $0.86 $19,213.44    D20402102120 Roof drain, DWV PVC, 5" diam, 10' high                                                        3.4 $0.48 $10,797.89    D20402102160 Roof drain, DWV PVC, 5" diam, for each additional foot add                    128 $0.38 $8,415.55 D3050 Terminal & Package Units                                                    $12.35 $276,713.92    D30501504440 Rooftop, single zone, air conditioner, schools and colleges, 10,000 SF,  38.33 ton                                                                                                              22400 $12.35 $276,713.92 D4010 Sprinklers                                                                  $5.78 $129,527.46    D40104100620 Wet pipe sprinkler systems, steel, light hazard, 1 floor, 10,000 SF          22400 $4.76 $106,541.79    D40104100700 Wet pipe sprinkler systems, steel, light hazard, each additional floor,  2000 SF                                                                                                                 4480 $1.03 $22,985.67 D4020 Standpipes                                                                  $1.47 $32,951.80    D40203101540 Wet standpipe risers, class III, steel, black, sch 40, 4" diam pipe, 1  floor                                                                                                                       1.87 $1.19 $26,671.40    D40203101560 Wet standpipe risers, class III, steel, black, sch 40, 4" diam pipe,  additional floors                                                                                                  1.87 $0.28 $6,280.40 D5010 Electrical Service/Distribution                                             $1.16 $25,993.87    D50101200320 Overhead service installation, includes breakers, metering, 20' conduit & wire, 3 phase, 4 wire, 120/208 V, 400 A                                                     1 $0.33 $7,303.53    D50102300320 Feeder installation 600 V, including RGS conduit and XHHW wire, 400  A                                                                                                                             100 $0.56 $12,525.40    D50102400200 Switchgear installation, incl switchboard, panels & circuit breaker,  120/208 V, 3 phase, 400 A                                                                                0.5 $0.28 $6,164.94 D5020 Lighting and Branch Wiring                                                  $8.70 $194,855.37    D50201100200 Receptacles incl plate, box, conduit, wire, 2.5 per 1000 SF, .3 watts  per SF                                                                                                                    22400 $2.29 $51,381.12    D50201350200 Miscellaneous power, to .5 watts                                                                   22400 $0.18 $4,110.40    D50201400240 Central air conditioning power, 3 watts                                                        22400 $0.78 $17,412.42    D50202100500 Fluorescent fixtures recess mounted in ceiling, 0.8  watt per SF, 20 FC,  5 fixtures @32 watt per 1000 SF                                                                      22400 $3.87 $86,720.26    D50202901000 Daylight dimming control system, 10 fixtures per 1000 SF                        11200 $1.57 $35,231.17 West 78th Street TIF District LHB Project No. 230558.00 Page 2 of 3 Replacement Cost Report Parcel A - 570 Market St, Chanhassen, MN 55317 929 D5030 Communications and Security                                                 $2.12 $47,558.54    D50309100220 Communication and alarm systems, includes outlets, boxes, conduit  and wire, sound systems, 12 outlets                                                               0.28 $0.33 $7,299.94    D50309100452 Communication and alarm systems, fire detection, addressable, 25  detectors, includes outlets, boxes, conduit and wire                                   1.12 $1.19 $26,752.10    D50309100462 Fire alarm command center, addressable with voice, excl. wire &  conduit                                                                                                                  1 $0.60 $13,506.50 D5090 Other Electrical Systems                                                    $0.17 $3,790.84    D50902100200 Generator sets, w/battery, charger, muffler and transfer switch,  gas/gasoline operated, 3 phase, 4 wire, 277/480 V, 7.5 kW                       2.63 $0.17 $3,790.84 E Equipment & Furnishings                                                     10.33% $15.21 $340,700.72 E1020 Institutional Equipment                                                     $4.26 $95,405.60    E10203100210 Architectural equipment, movie equipment film transport, including  platters & autownd, econ                                                                                  1 $0.34 $7,512.00    E10203100220 Architectural equipment, movie equipment lamphouses, including  rectifiers, xenon, 1000W                                                                                   1 $0.46 $10,386.56    E10203100240 Architectural equipment, movie equipment, projector mechanisms,  35 mm, economy                                                                                                1 $0.66 $14,880.00    E10203200090 Architectural equipment, movie equipment projection screens, rigid in wall, acrylic, 1/4" thick                                                                                       1600 $2.80 $62,627.04 E1090 Other Equipment                                                             $0.00 $0.00 E2010 Fixed Furnishings                                                           $10.95 $245,295.12    E20105100110 Architectural equipment, movie equipment seating, painted steel,  upholstered, economy                                                                                       560 $10.95 $245,295.12 F Special Construction                                                        0.00% $0.00 $0.00 G Building Sitework                                                           0.00% $0.00 $0.00 100% $147.21 $3,297,491.22 15.0% $22.08 $494,623.68 0.0% $0.00 $0.00 0.0% $0.00 $0.00 Total Building Cost $169.29 $3,792,114.90 Contractor Fees (General Conditions,Overhead,Profit) Architectural Fees SubTotal User Fees West 78th Street TIF District LHB Project No. 230558.00 Page 3 of 3 Replacement Cost Report Parcel A - 570 Market St, Chanhassen, MN 55317 930 Code Deficiency Cost Report Parcel A - 570 Market Street, Chanhassen, Minnesota 55317 Building Name or Type Parcel ID 252830010 Chanhassen Cinema Code Related Cost Items Unit Cost Units Unit Quantity Total Accessibility Items Parking Create code required accessible parking 500.00$ Lump 1 500.00$ Accessible Route Install a code approved accessible route into the building 1.00$ Lump 50,000 50,000.00$ Install a code approved accessible route to all levels of the building 3.80$ SF 22,400 85,120.00$ Structural Elements Exterior Masonry Walls Repair failing masonry walls to prevent water intrusion per code 5.00$ SF 22,400 112,000.00$ Steel Lintels Protect steel lintels from rusting per code 500.00$ Lump 1 500.00$ Masonry Foundation Repair failing masonry foundation to prevent water intrusion per code 1.62$ SF 22,400 36,288.00$ Exiting Stairs Modify interior stairs to comply with code 2.00$ SF 22,400 44,800.00$ Repair damaged exterior stairs to create a code compliant means for emergency egress 2,500.00$ Lump 1 2,500.00$ Flooring Material Repair/replace damaged flooring material to create a code required unimpeded means for emergency egress 6.29$ SF 10,000 62,900.00$ Emergency Notification System Install a code compliant emergency notification system 0.60$ SF 22,400 13,440.00$ Fire Protection Natural Gas Meter Protect natural gas meter per code 1,500.00$ Lump 1 1,500.00$ Flammable Material Store flammable material per code 500.00$ Lump 1 500.00$ Exterior Construction Caulking Remove and replace failed caulking to prevent water intrusion per code 0.25$ SF 22,400 5,600.00$ Roof Construction West 78th Street Renewal and Renovation TIF District West 78th Street TIF District LHB Project No. 230558.00 Page 1 of 2 Code Deficiency Cost Report Parcel A - 570 Market St, Chanhassen, MN 55317 931 Code Related Cost Items Unit Cost Units Unit Quantity Total Roofing Material Replace failed roofing material to prevent water intrusion per code 8.26$ SF 22,400 185,024.00$ Mechanical - Electrical Mechancial Install a code compliant HVAC system 12.35$ SF 22,400 276,640.00$ Electrical Install a code compliant lighting system 3.87$ SF 22,400 86,688.00$ Total Code Improvements 964,000$ West 78th Street TIF District LHB Project No. 230558.00 Page 2 of 2 Code Deficiency Cost Report Parcel A - 570 Market St, Chanhassen, MN 55317 932 IMG_9404.JPG IMG_9407.JPG IMG_9410.JPG IMG_9405.JPG IMG_9408.JPG IMG_9411.JPG IMG_9406.JPG IMG_9409.JPG IMG_9412.JPG West 78th Street Renewal and Renovation TIF District | Parcel A 933 IMG_9413.JPG IMG_9416.JPG IMG_9419.JPG IMG_9414.JPG IMG_9417.JPG IMG_9420.JPG IMG_9415.JPG IMG_9418.JPG IMG_9421.JPG West 78th Street Renewal and Renovation TIF District | Parcel A 934 IMG_9422.JPG IMG_9425.JPG IMG_9428.JPG IMG_9423.JPG IMG_9426.JPG IMG_9429.JPG IMG_9424.JPG IMG_9427.JPG IMG_9430.JPG West 78th Street Renewal and Renovation TIF District | Parcel A 935 IMG_9431.JPG IMG_9434.JPG IMG_9437.JPG IMG_9432.JPG IMG_9435.JPG IMG_9438.JPG IMG_9433.JPG IMG_9436.JPG IMG_9439.JPG West 78th Street Renewal and Renovation TIF District | Parcel A 936 IMG_9440.JPG IMG_9443.JPG IMG_9446.JPG IMG_9441.JPG IMG_9444.JPG IMG_9447.JPG IMG_9442.JPG IMG_9445.JPG IMG_9448.JPG West 78th Street Renewal and Renovation TIF District | Parcel A 937 IMG_9449.JPG IMG_9452.JPG IMG_9455.JPG IMG_9450.JPG IMG_9453.JPG IMG_9456.JPG IMG_9451.JPG IMG_9454.JPG IMG_9457.JPG West 78th Street Renewal and Renovation TIF District | Parcel A 938 IMG_9458.JPG IMG_9461.JPG IMG_9464.JPG IMG_9459.JPG IMG_9462.JPG IMG_9465.JPG IMG_9460.JPG IMG_9463.JPG IMG_9466.JPG West 78th Street Renewal and Renovation TIF District | Parcel A 939 IMG_9467.JPG IMG_9470.JPG IMG_9473.JPG IMG_9468.JPG IMG_9471.JPG IMG_9474.JPG IMG_9469.JPG IMG_9472.JPG IMG_9475.JPG West 78th Street Renewal and Renovation TIF District | Parcel A 940 IMG_9476.JPG IMG_9547.JPG IMG_9550.JPG IMG_9477.JPG IMG_9548.JPG IMG_9551.JPG IMG_9478.JPG IMG_9549.JPG IMG_9552.JPG West 78th Street Renewal and Renovation TIF District | Parcel A 941 IMG_9553.JPG IMG_9556.JPG IMG_9559.JPG IMG_9554.JPG IMG_9557.JPG IMG_9560.JPG IMG_9555.JPG IMG_9558.JPG IMG_9561.JPG West 78th Street Renewal and Renovation TIF District | Parcel A 942 IMG_9562.JPG IMG_9565.JPG IMG_9568.JPG IMG_9563.JPG IMG_9566.JPG IMG_9569.JPG IMG_9564.JPG IMG_9567.JPG IMG_9570.JPG West 78th Street Renewal and Renovation TIF District | Parcel A 943 IMG_9571.JPG IMG_9574.JPG IMG_9577.JPG IMG_9572.JPG IMG_9575.JPG IMG_9573.JPG IMG_9576.JPG West 78th Street Renewal and Renovation TIF District | Parcel A 944 Square Foot Cost Estimate Report Date:8/24/2023 Estimate Name:591 West 78th Street Building Type:Motel, 2‐3 Story with Brick Veneer / Wood Frame Location:CHANHASSEN, MN Story Count:3 Story Height (L.F.):9.00 Floor Area (S.F.):84267 Labor Type:OPN Basement Included:No Data Release:Year 2023 Quarter 3 Cost Per Square Foot:$195.20 Building Cost:$16,449,055.28 Quantity % of Total Cost Per S.F. Cost A Substructure 3.15% $5.34 $450,258.01 A1010 Standard Foundations $2.84 $238,974.23    A10101051560 Foundation wall, CIP, 4' wall height, direct chute, .148 CY/LF, 7.2 PLF,  12" thick                                                       1400 $1.68 $141,325.10    A10101102700 Strip footing, concrete, reinforced, load 11.1 KLF, soil bearing capacity  6 KSF, 12" deep x 24" wide 1750 $1.16 $97,649.13 A1030 Slab on Grade $2.38 $200,345.92    A10301202240 Slab on grade, 4" thick, non industrial, reinforced 28089 $2.38 $200,345.92 A2010 Basement Excavation $0.13 $10,937.86    A20101104560 Excavate and fill, 10,000 SF, 4' deep, sand, gravel, or common earth,  on site storage 28089 $0.13 $10,937.86 B Shell 25.06% $42.54 $3,584,918.37 B1010 Floor Construction $4.78 $402,614.24    B10102613750 Floor, wood joist, 2 x 12 @16" O.C., 1/2" CDX subfloor 56178 $4.78 $402,614.24 B1020 Roof Construction $3.87 $325,863.86    B10201027200 Wood roof, truss, 4/12 slope, 24" O.C., 44' to 60' span 28089 $3.87 $325,863.86 B2010 Exterior Walls $12.43 $1,047,147.22    B20101291400 Brick veneer wall, standard face, 2x6 studs @ 16" back‐up, running  bond 32130 $12.43 $1,047,147.22 B2020 Exterior Windows $7.36 $620,218.62    B20201066850 Windows, aluminum, sliding, insulated glass, 5' x 3'378 $7.36 $620,218.62 B2030 Exterior Doors $11.92 $1,004,408.35    B20301106950 Door, aluminum & glass, with transom, narrow stile, double door,  hardware, 6'‐0" x 10'‐0" opening 3.44 $0.37 $30,778.01    B20301107300 Door, aluminum & glass, with transom, bronze finish, hardware, 3'‐0"  x 10'‐0" opening 13.76 $0.74 $62,465.58    B20302203450 Door, steel 18 gauge, hollow metal, 1 door with frame, no label, 3'‐0"  x 7'‐0" opening 261.4 $10.81 $911,164.76 B3010 Roof Coverings $2.19 $184,666.08    B30101401100 Asphalt roofing, strip shingles, inorganic, Class A, 4" slope, 210‐235  lbs/SQ 29493.45 $0.91 $77,026.57    B30103203090 Insulation, rigid, roof deck, composite with 2" EPS, 1" perlite 29493.45 $0.95 $80,243.12    B30104300040 Flashing, aluminum, no backing sides, .019"     1400 $0.20 $17,252.37    B30106100050 Gutters, box, aluminum, .027" thick, 5", enameled finish 700 $0.09 $7,262.56    B30106200100 Downspout, aluminum, rectangular, 2" x 3", embossed mill finish,  .020" thick 464.33 $0.03 $2,881.46 C Interiors 31.86% $54.09 $4,557,592.81 C1010 Partitions $22.41 $1,888,513.85    C10101045020 Concrete block (CMU) partition, light weight, hollow, 4" thick, gyp  plaster, 2 sides                                                 96305.14 $20.11 $1,694,682.56    C10107101001 1/2" fire rated gypsum board, taped & finished, painted on metal  furring 32130 $2.30 $193,831.29 C1020 Interior Doors $11.33 $954,984.67    C10201022510 Door, single leaf, wood frame, 3'‐0" x 7'‐0" x 1‐3/8", birch, hollow core 1203.81 $11.33 $954,984.67 West 78th Street Renewal and Renovation TIF District Replacement Cost Report Costs are derived from a building model with basic components. Scope differences and market conditions can cause costs to vary significantly. West 78th Street TIF District LHB Project No. 230558.00 Page 1 of 3 Replacement Cost Report Parcel E - 591 W 78th St, Chanhassen, MN 55317 945 C2010 Stair Construction                                                          $3.73 $314,304.90    C20101100740 Stairs, steel, pan tread for conc in‐fill, picket rail,16 risers w/ landing    20.64 $3.73 $314,304.90 C3010 Wall Finishes                                                               $4.00 $337,482.89    C30102300140 Painting, interior on plaster and drywall, walls & ceilings, roller work,  primer & 2 coats                                                                                                 173349.26 $1.99 $167,481.39    C30102301940 Ceramic tile, thin set, 4‐1/4" x 4‐1/4"                                                            19261.03 $2.02 $170,001.50 C3020 Floor Finishes                                                              $7.04 $593,416.26    C30204100160 Carpet, tufted, nylon, roll goods, 12' wide, 36 oz                                        71626.95 $4.62 $389,542.45    C30204100220 Carpet, padding, add to above, 2.7 density                                                  71626.95 $1.00 $84,159.52    C30204101720 Tile, ceramic natural clay                                                                                  12640.05 $1.42 $119,714.29 C3030 Ceiling Finishes                                                            $5.56 $468,890.24    C30301104800 Gypsum board ceilings, 1/2" fire rated gypsum board, painted and  textured finish,1" x 3" wood, 16" OC furring, wood support                      84267 $5.56 $468,890.24 D Services                                                                    38.68% $65.65 $5,531,937.93 D1010 Elevators and Lifts                                                         $5.17 $435,816.54    D10101109150 Hydraulic passenger elevator, 4000 lb., 3 floor, 9' story height, 125  FPM 3.44 $5.17 $435,816.54 D2010 Plumbing Fixtures                                                           $33.11 $2,790,382.20    D20101101880 Water closet, vitreous china, tank type, wall hung, close coupled 2  piece                                                                                                                      298.03 $11.05 $931,395.98    D20102102000 Urinal, vitreous china, wall hung                                                                     3.13 $0.06 $5,378.28    D20103101560 Lavatory w/trim, vanity top, PE on CI, 20" x 18"                                          298.03 $7.22 $608,771.03    D20104101800 Kitchen sink w/trim, countertop, PE on CI, 32" x 21" double bowl          6.24 $0.16 $13,470.83    D20104404300 Service sink w/trim, PE on CI,wall hung w/rim guard, 22" x 18"               8.51 $0.67 $56,174.58    D20105102080 Bathtub, recessed, PE on CI, mat bottom, 5' long                                        295.11 $13.70 $1,154,604.08    D20107101840 Shower, stall, fiberglass 1 piece, three walls, 36" square                           3.13 $0.08 $6,880.50    D20108201880 Water cooler, electric, wall hung, dual height, 14.3 GPH                           3.13 $0.16 $13,706.92 D2020 Domestic Water Distribution                                                 $0.71 $59,849.08    D20202502140 Gas fired water heater, commercial, 100< F rise, 300 MBH input, 278  GPH                                                                                                                        3.63 $0.71 $59,849.08 D3050 Terminal & Package Units                                                    $8.84 $745,171.58    D30502700220 3/4 ton, thru wall, heating. & cooling units 180.57 $8.84 $745,171.58 D4010 Sprinklers                                                                  $4.09 $344,737.73    D40104100620 Wet pipe sprinkler systems, steel, light hazard, 1 floor, 10,000 SF          28650.78 $1.62 $136,272.56    D40104100740 Wet pipe sprinkler systems, steel, light hazard, each additional floor,  10,000 SF                                                                                                              55616.22 $2.47 $208,465.17 D4020 Standpipes                                                                  $0.42 $34,986.89    D40203101540 Wet standpipe risers, class III, steel, black, sch 40, 4" diam pipe, 1  floor                                                                                                                       1.72 $0.29 $24,572.00    D40203101560 Wet standpipe risers, class III, steel, black, sch 40, 4" diam pipe,  additional floors                                                                                                  3.1 $0.12 $10,414.89 D5010 Electrical Service/Distribution                                             $1.26 $106,297.94    D50101200400 Overhead service installation, includes breakers, metering, 20' conduit & wire, 3 phase, 4 wire, 120/208 V, 800 A                                                     1.25 $0.29 $24,291.38    D50102300400 Feeder installation 600 V, including RGS conduit and XHHW wire, 800  A                                                                                                                             200 $0.71 $59,604.60    D50102400280 Switchgear installation, incl switchboard, panels & circuit breaker,  120/208 V, 3 phase, 800 A                                                                                1.2 $0.27 $22,401.96 D5020 Lighting and Branch Wiring                                                  $9.78 $823,984.42    D50201100560 Receptacles incl plate, box, conduit, wire, 10 per 1000 SF, 1.2 W per  SF, with transformer                                                                                           84267 $4.60 $387,550.67    D50201300360 Wall switches, 5.0 per 1000 SF                                                                        84267 $1.51 $127,576.03    D50201350200 Miscellaneous power, to .5 watts                                                                   84267 $0.18 $15,463.00    D50201452080 Motor installation, three phase, 460 V, 15 HP motor size                         2 $0.07 $5,796.50    D50202100200 Fluorescent fixtures recess mounted in ceiling, 1 watt per SF, 20 FC, 5  fixtures @40 watts per 1000 SF                                                                       84267 $3.41 $287,598.22 D5030 Communications and Security                                                 $2.14 $180,209.44    D50309100456 Communication and alarm systems, fire detection, addressable, 100  detectors, includes outlets, boxes, conduit and wire                                   1.81 $1.86 $156,981.84    D50309100462 Fire alarm command center, addressable with voice, excl. wire &  conduit                                                                                                                  1.72 $0.28 $23,227.60 D5090 Other Electrical Systems                                                    $0.12 $10,502.11    D50902100200 Generator sets, w/battery, charger, muffler and transfer switch,  gas/gasoline operated, 3 phase, 4 wire, 277/480 V, 7.5 kW                       7.29 $0.12 $10,502.11 West 78th Street TIF District LHB Project No. 230558.00 Page 2 of 3 Replacement Cost Report Parcel E - 591 W 78 th St, Chanhassen, MN 55317 946 E Equipment & Furnishings                                                     0.16% $0.28 $23,527.21 E1010 Commercial Equipment                                                        $0.28 $23,527.21    E10106100110 Architectural equipment, laundry equipment dryers, gas fired, com,  30 lb capacity, single                                                                                          3.44 $0.09 $7,264.78    E10106100170 Architectural equipment, laundry equipment, washers, commercial,  coin operated, deluxe                                                                                        3.44 $0.19 $16,262.43 E1090 Other Equipment                                                             $0.00 $0.00 F Special Construction                                                        0.00% $0.00 $0.00 G Building Sitework                                                           1.09% $1.84 $155,292.00 G2040 Site Development                                                            $1.84 $155,292.00    G20409204600 Swimming pool, motel class, concrete sides, tile finish, 28' x 60'             1 $1.84 $155,292.00 100% $169.74 $14,303,526.33 15.0% $25.46 $2,145,528.95 0.0% $0.00 $0.00 0.0% $0.00 $0.00 Total Building Cost $195.20 $16,449,055.28 Contractor Fees (General Conditions,Overhead,Profit) Architectural Fees SubTotal User Fees West 78th Street TIF District LHB Project No. 230558.00 Page 3 of 3 Replacement Cost Report Parcel E - 591 W 78 th St, Chanhassen, MN 55317 947 Code Deficiency Cost Report Parcel E - 591 West 78th Street, Chanhassen, Minnesota 55317 Building Name or Type Parcel ID 251190010 Country Inn and Suites Code Related Cost Items Unit Cost Units Unit Quantity Total Accessibility Items *No Deficiencies Observed*-$ Structural Elements Steel Lintels Protect steel lintels from rusting per code 1,000.00$ Lump 1 1,000.00$ Exiting Concrete Sidewalks Repair damaged concrete sidewalks to create an unimpeded means for emergency egress per code 3,500.00$ Lump 1 3,500.00$ Concrete Stairs Repair damaged concrete stairs to create an unimpeded means for emergency egress per code 1,500.00$ Lump 1 1,500.00$ Floor Tile Repair damaged floor tile to create an unimpeded means for emergency egress 1,000.00$ Lump 1 1,000.00$ Handrails Repair loose handrails to create an unimpeded means for emergency egress 500.00$ Lump 1 500.00$ Interior Stairs Modify stairs to comply with code 0.73$ SF 84,267 61,514.91$ Emergency Notification System Install a code compliant emergency notification system 0.28$ SF 84,267 23,594.76$ Fire Protection Circuit Breaker Boxes Maintain a code required 36-inch clear space in front of electrical circuit boxes 250.00$ Lump 1 250.00$ Entrance Canopy Install a code required sprinkler in entrance canopy 4.09$ SF 1,400 5,726.00$ Building Sprinkler System Repair existing sprinkler system to comply with code 2.25$ SF 84,267 189,600.75$ Smoke Detectors Install code compliant smoke detectors 1.86$ SF 84,267 156,736.62$ Fire Doors Replace damaged smoke gaskets on fire rated doors 500.00$ Lump 1 500.00$ West 78th Street Renewal and Renovation TIF District West 78th Street TIF District LHB Project No. 230558.00 Page 1 of 2 Code Deficiency Cost Report Parcel E - 591 W 78th St, Chanhassen, MN 55317 948 Code Related Cost Items Unit Cost Units Unit Quantity Total Exterior Construction Exterior Walls Repair failing exterior walls to prevent water intrusion per code 1.00$ SF 84,267 84,267.00$ Exterior Caulking Replace failed caulking to prevent water intrusion per code 0.05$ SF 84,267 4,213.35$ Windows Replaced failed windows to prevent water intrusion per code 7.36$ SF 84,267 620,205.12$ Roof Construction Roofing Material Replace failed roofing material to prevent water intrusion per code 2.19$ SF 84,267 184,544.73$ Mechanical - Electrical Mechanical Install a code compliant HVAC system 8.84$ SF 84,267 744,920.28$ Electrical Install a code compliant lighting system 3.41$ SF 84,267 287,350.47$ Total Code Improvements 2,370,924$ West 78th Street TIF District LHB Project No. 230558.00 Page 2 of 2 Code Deficiency Cost Report Parcel E - 591 W 78th St, Chanhassen, MN 55317 949 IMG_9390.JPG IMG_9393.JPG IMG_9396.JPG IMG_9391.JPG IMG_9394.JPG IMG_9397.JPG IMG_9392.JPG IMG_9395.JPG IMG_9398.JPG West 78th Street Renewal and Renovation TIF District | Parcel E 950 IMG_9399.JPG IMG_9402.JPG IMG_9480.JPG IMG_9400.JPG IMG_9403.JPG IMG_9481.JPG IMG_9401.JPG IMG_9479.JPG IMG_9482.JPG West 78th Street Renewal and Renovation TIF District | Parcel E 951 IMG_9483.JPG IMG_9486.JPG IMG_9489.JPG IMG_9484.JPG IMG_9487.JPG IMG_9490.JPG IMG_9485.JPG IMG_9488.JPG IMG_9491.JPG West 78th Street Renewal and Renovation TIF District | Parcel E 952 IMG_9492.JPG IMG_9495.JPG IMG_9498.JPG IMG_9493.JPG IMG_9496.JPG IMG_9499.JPG IMG_9494.JPG IMG_9497.JPG IMG_9500.JPG West 78th Street Renewal and Renovation TIF District | Parcel E 953 IMG_9501.JPG IMG_9504.JPG IMG_9507.JPG IMG_9502.JPG IMG_9505.JPG IMG_9508.JPG IMG_9503.JPG IMG_9506.JPG IMG_9509.JPG West 78th Street Renewal and Renovation TIF District | Parcel E 954 IMG_9510.JPG IMG_9513.JPG IMG_9516.JPG IMG_9511.JPG IMG_9514.JPG IMG_9517.JPG IMG_9512.JPG IMG_9515.JPG IMG_9518.JPG West 78th Street Renewal and Renovation TIF District | Parcel E 955 IMG_9519.JPG IMG_9522.JPG IMG_9525.JPG IMG_9520.JPG IMG_9523.JPG IMG_9526.JPG IMG_9521.JPG IMG_9524.JPG IMG_9527.JPG West 78th Street Renewal and Renovation TIF District | Parcel E 956 IMG_9528.JPG IMG_9531.JPG IMG_9534.JPG IMG_9529.JPG IMG_9532.JPG IMG_9535.JPG IMG_9530.JPG IMG_9533.JPG IMG_9536.JPG West 78th Street Renewal and Renovation TIF District | Parcel E 957 IMG_9537.JPG IMG_9540.JPG IMG_9543.JPG IMG_9538.JPG IMG_9541.JPG IMG_9544.JPG IMG_9539.JPG IMG_9542.JPG IMG_9545.JPG West 78th Street Renewal and Renovation TIF District | Parcel E 958 IMG_9546.JPG IMG_9580.JPG IMG_9583.JPG IMG_9578.JPG IMG_9581.JPG IMG_9584.JPG IMG_9579.JPG IMG_9582.JPG IMG_9585.JPG West 78th Street Renewal and Renovation TIF District | Parcel E 959 IMG_9586.JPG IMG_9587.JPG IMG_9588.JPG West 78th Street Renewal and Renovation TIF District | Parcel E 960 Prepared by: 701 Washington Avenue North, Suite 200, Minneapolis, MN 55401 LHBcorp.com LHB Project No. 230558.00 961   City of Chanhassen Tax Increment Financing District No. 13 Appendix E: Permits Issued 962 963 CH135-65-937474.v1 1 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA CHANHASSEN ECONOMIC DEVELOPMENT AUTHORITY DATE: RESOLUTION NO: MOTION BY: SECONDED BY: RESOLUTION ADOPTING A MODIFICATION TO THE REDEVELOPMENT PLAN FOR THE DOWNTOWN CHANHASSEN REDEVELOPMENT PROJECT AREA AND THE TAX INCREMENT FINANCING PLAN FOR TAX INCREMENT FINANCING DISTRICT NO. 13 BE IT RESOLVED by the Chanhassen Economic Development Authority as follows: Section 1. Recitals. 1.01.The Chanhassen Economic Development Authority (the “EDA”) has been established by the city of Chanhassen (the “City”) to promote development and redevelopment within Chanhassen. 1.02.The EDA’s goals include recognizing the practical impediments to development and redevelopment in areas of the community which are fully developed and offering public assistance when appropriate for projects which advance its goals. 1.03.To promote development and redevelopment of a key part of the community, the EDA and the City previously established the Downtown Chanhassen Redevelopment Project Area (the “Redevelopment Project”) and adopted a Redevelopment Plan (the “Redevelopment Plan”) for same. 1.04.In response to a mixed use residential and commercial redevelopment proposal, the EDA authorized the preparation of a modification to the Redevelopment Plan and a tax increment financing plan (the “TIF Plan”) for Tax Increment Financing District No. 13 (the “TIF District”), which are contained in a document entitled “Modification to the Redevelopment Plan for The Downtown Chanhassen Redevelopment Project Area and Tax Increment Financing Plan for Tax Increment Financing District No. 13 (a renewal and renovation district)”, prepared by Ehlers and on file with the EDA. Section 2. Authority Approval. 2.01.Copies of the modified Redevelopment Plan and the TIF Plan were transmitted to the board of Independent School District No. 112 and the board of commissioners of Carver County for review and comment and said public bodies were notified of the public hearing to be held on the modified Redevelopment Plan and TIF Plan by the City on March 11, 2024. 964 CH135-65-937474.v1 2 2.02.The EDA finds that its objectives of encouraging development and redevelopment within the Project Area will be advanced by adoption of the modified Redevelopment Plan and the TIF Plan. 2.03.Based on the findings of the Chanhassen planning commission on February 20, 2024, the EDA also finds that the modified Redevelopment Plan and the TIF Plan are consistent with the City’s comprehensive plan. 2.04.The modified Redevelopment Plan and the TIF Plan are hereby adopted. Section 3. Further Proceedings. 3.01.The EDA requests that the City hold a public hearing on the modified Redevelopment Plan and the TIF Plan pursuant to Minnesota Statutes, section 469.175 and recommends that the modified Redevelopment Plan and TIF Plan be approved by the City. 3.02.Upon approval of the modified Redevelopment Plan and the TIF Plan by the City, the EDA’s executive director is authorized and directed to request that the original tax capacity of the property within TIF District No. 13 be certified to the EDA by the Carver County Auditor. PASSED AND ADOPTED by the Chanhassen City Council on this 15th day of April 2024. ATTEST: Kim Meuwissen, City Clerk Elise Ryan, Mayor YES NO ABSENT 965 1 221841v1 WAIVER AND RELEASE I, ______________________, as an authorized representative of the named organization below, located at PO Box 103 Chanhassen, Minnesota 55317 (“Organization”), and on behalf of the Organization, its officers, employees, agents and assigns, as a condition of the Organization being permitted to locate and operate a seasonal market (“Market”) on City of Chanhassen (“City”) property located at 7700 Market Boulevard, Chanhassen, MN 55317 (“City Property”), do hereby agree to the following: A. The Organization hereby waives, releases, and discharges the City, its officials and employees, from any and all claims and liabilities for bodily injury, personal injury, or property loss or damage arising out the Organization’s use of City property or operation of the Market on City Property. B. The Organization further agrees to indemnify, defend and save harmless the City, its officials and employees, from and against any liability, claim or demand, including but not limited to court costs and attorney fees for or on account of bodily injury, personal injury or property loss or damage asserted or claimed against the City arising out of the Organization’s use of City Property or operation of the Market on City Property. C. Specifically excluded from this release and indemnification shall be any claims, liabilities, losses or damages arising out of the gross negligence or intentional acts of the City, its officials and employees. D. By execution of this Waiver and Release, the Organization further agrees and represents that it has inspected the City Property and that it accepts the same as safe and reasonably suited for the purposes of the Organization’s use thereof. The Organization further agrees to return the City Property to the City in the same condition in which it was provided, save for ordinary wear and tear which may occur. The Organization further agrees to report to the City any damage to the City Property during the Organization’s use of the City Property or the operation of the Market on City Property. E. This Waiver and Release shall be binding upon the Organization, and the Organizations, successors and assigns. DocuSign Envelope ID: 980028C5-08DF-4A1E-B379-B58B977ABB1D Charlie Hansen 153966 2 221841v1 IN WITNESS THEREOF, THIS WAIVER AND RELEASE AGREEMENT is executed by the Organization, acting by and through the undersigned, who represents that he or she is properly authorized to bind the Organization hereto. Organization: CHANHASSEN FARMERS MARKET Dated: ________________. ________________________________ Signature of Undersigned ________________________________ Print Name of Undersigned ________________________________ Title DocuSign Envelope ID: 980028C5-08DF-4A1E-B379-B58B977ABB1D Charlie Hansen 3/3/2024 Charlie Hansen 154967 1 225949v1 USE AGREEMENT THIS USE AGREEMENT (“Agreement”) is made the 1st day of April, 2024, (the “Effective Date”) by and between the CITY OF CHANHASSEN, a Municipal Corporation, located at 7700 Market Boulevard, Chanhassen, Minnesota 55317 (“City”), and the CHANHASSEN FARMERS MARKET, a non-profit association, located at PO Box 103 Chanhassen, MN 55317 (“Market”). WHEREAS, the Market is an association of individuals who produce fruits, vegetables, and other grown products and hand-crafted items, which are sold to the general public at open-air markets; WHEREAS, both parties desire that the Market operates a Farmers’ Market in the City, in order to provide an opportunity to sell the Market’s products and afford the City and its residents opportunities for civic engagement and commerce. NOW, THEREFORE, in consideration of the mutual benefits received by both parties, it is agreed: 1. The City will grant the Market exclusive use of the west portion of the small field at City Center Park, as shown on the attached Exhibit A (“Use Area”) to operate a Saturday Farmers Market (“Farmers Market”) (i.e., erect stands and sell products to the general public), as permitted herein. 2. The Farmers Market shall be subject to the following: a. For each day of operation of the Farmers Market, the Market will provide cones and blockades for the purpose of demarcating the Use Area. The Market shall place them where needed and remove them at the end of each sale day. b. The Market shall ensure any and all individual vendors operating at the Farmers Market to meet all state licensing and other requirements and regulations that are applicable to them. c. The Market shall ensure any and all Food Trucks operating at the Farmers Market will meet all state licensing and other requirements and regulations that are applicable to them. 3. The right to utilize the Use Area for the Farmers Market shall commence on June 1, 2024, and shall terminate on September 28, 2024. 4. The operation of a Farmers Market in the Use Area is also subject to the following conditions: a. The operation of a Farmers Market is limited to Saturdays between the hours of 9:00 a.m. and 1:00 p.m. The operation of community yoga, as part of the Farmers Market, will be DocuSign Envelope ID: 980028C5-08DF-4A1E-B379-B58B977ABB1D 150968 2 225949v1 limited to 8:15-9:00 a.m. A setup period of 7:00 a.m. to 9:00 a.m. and a teardown period of 1:00 p.m. to 2:00 p.m. will be permitted for individual vendors. b. The Market individual vendors shall furnish appropriate refuse containers, as required by the City, and remove refuse and other waste material after each Farmers Market. c. The Market shall utilize portable restrooms already on-site in City Center Park. d. The Market shall provide a market manager (“Manager”) to represent the Market on the site during each Farmers Market. The Manager or the Manager’s designee shall be responsible for all advertising, administrative activities, promotions, and communications with the City and the general public concerning sale activities at the Farmers Market. e. The Market shall be responsible to ensure that its operation of a Farmers Market is in compliance with, at all times, local, state and federal rules and regulations. f. The Market shall allow the City and the Chanhassen Library to, at various times, display and/or sell various items pertinent to their operations, without cost to the City or Chanhassen Library. g. The Market shall submit an annual report to the City by December 31, 2024. The report shall include number of markets held, estimated weekly attendance, number of total vendors, number of food, craft, and nonprofit vendors, partnerships, and highlights from the 2024 season. 5. The Market may not sub-lease or otherwise assign this Agreement. This Agreement shall not be deemed an approval for any other permits of approvals required by the City and/or any other governmental entity for the operation of the Farmers Market. 6. The Market shall indemnify, defend, and hold the City, and its respective officers, employees, and agents, harmless from and against any and all losses, claims, actions, and expenses that may arise from or out of the activities conducted or carried on by the Market directly or indirectly in any respect whatsoever related to the Market’s operation of a Farmers Market within the Use Area. 7. The Market will sign a waiver, waiving any claims the Market might have against the City, as well as defend and indemnify the City for any claims that arise against the City from third parties. 8. Individual vendors of the Market will sign a waiver, waiving any claims the vendor might have against the city, as well as defend and indemnify the City for any claims that arise against the City from third parties, OR provide a certificate of insurance, naming the City as additional insured. DocuSign Envelope ID: 980028C5-08DF-4A1E-B379-B58B977ABB1D 151969 3 225949v1 9. The City may terminate this Agreement at any time with or without cause by giving 30 days written notice to the Market at the address indicated above. Sections 5 and 6 of this Agreement shall survive termination. 10. The City retains the right to close any individual vendor of the Farmers Market for any reason with one week’s notice. 11. This Agreement shall be governed by, construed, and enforced in accordance with the laws of the State of Minnesota. 12. This Agreement shall constitute the entire agreement between the parties and any prior understanding or representation of any kind preceding the date of this Agreement shall not be binding upon either party except to the extent incorporated in this Agreement. 13. Any modification of this Agreement or additional obligations assumed by either party in connection with this Agreement shall be binding only if evidenced in writing signed by each party or an authorized representative of each party. 14. Any notice provided for or concerning this Agreement shall be in writing and shall be deemed sufficiently given when sent by U.S. Mail or hand-delivered to the respective address of each party as set forth in the beginning of this Agreement. 15. The parties acknowledge that this Agreement is an agreement to operate a Farmers Market in the Use Area described herein and does not confer any estate or interest to the Market in the City’s property, nor does it create a partnership or joint venture between the City and the Market. All costs of doing business, including but not limited to supplies and equipment, will be the sole responsibility of the Market at its sole expense. IN WITNESS WHEREOF, the parties have signed this Agreement. CITY OF CHANHASSEN CHANHASSEN FARMERS MARKET By:________________________________ By:______________________________ Elise Ryan, Mayor Print Name:____________________ And:________________________________ Its: President Laurie Hokkanen, City Manager DocuSign Envelope ID: 980028C5-08DF-4A1E-B379-B58B977ABB1D Charlie Hansen 152970