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10-24-2022 Agenda and Packet
A.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 Speed Limit Discussion A.2 Discuss Staffing Study A.3 City Council Roundtable A.4 Future Work Session Schedule B.7:00 P.M. - CALL TO ORDER (Pledge of Allegiance) C.PUBLIC ANNOUNCEMENTS C.1 Invitation to Halloween Party, October 29 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 Minutes dated October 10, 2022 D.2 Receive Planning Commission Minutes dated September 20, 2022 D.3 Receive Environmental Commission Minutes dated July 13, 2022 and September 14, 2022 D.4 Receive Economic Development Commission Minutes dated August 10, 2022 AGENDA CHANHASSEN CITY COUNCIL MONDAY, OCTOBER 24, 2022 CITY COUNCIL CHAMBERS, 7700 MARKET BOULEVARD 1 D.5 Approve Claims Paid dated October 24, 2022 D.6 Approve an Encroachment Agreement between the City of Chanhassen and Areyan Hashemi-Rad and Angela Hashemi-Rad D.7 Approve an Encroachment Agreement between the City of Chanhassen and Virginia S. Thomas Family Limited Partnership D.8 Approve Amendment No. 1 to the Lease Agreement with Verizon Wireless for the Lake Lucy Ground Storage Reservoir D.9 Authorize Execution of Stormwater Maintenance Agreement for Lots 1-3, Block 1, Erhart Farm D.10 Authorize Execution of Stormwater Maintenance Agreement with Dakota Retail, LLLP D.11 Approve Contract with W.H. Hall Company for the Chanhassen Recreation Wall Project D.12 Approve Contract with Raftelis to conduct an Organization Study/Staffing Study D.13 Resolution 2022-XX: Accept Public Street and Utility Improvements in Lotus Woods, City Project No. 2020-15 D.14 Resolution 2022-XX: Authorize Contract for Design and Construction Administration Services for the 2023 City Pavement Rehabilitation Project 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.FIRE DEPARTMENT/LAW ENFORCEMENT UPDATE F.1 Monthly Fire Department Update F.2 Law Enforcement Update G.PUBLIC HEARINGS G.1 Resolution 2022-XX: Certification of Delinquent Utility Accounts and Code Enforcement Charges to the County Auditor G.2 Resolution 2022-XX: Vacating the Public Right-of-Way Iroquois Road G.3 Resolution 2022-XX: Vacating a Portion of Public Drainage & Utility Easements within the Avienda Plat H.GENERAL BUSINESS H.1 Consider Request for Approval of a Final Plat and Development Contract for Avienda Townhomes H.2 Ordinance XXX: Amend Chapter 2, Administration, of the Chanhassen City Code Changing 2 the Name of the Senior Commission I.COUNCIL PRESENTATIONS J.ADMINISTRATIVE PRESENTATIONS K.CORRESPONDENCE DISCUSSION K.1 Letter from Mediacom dated October 13, 2022 regarding Program Changes and Rate Adjustments L.CLOSED SESSION M.ADJOURNMENT 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.ci.chanhassen.mn.us/action or paper forms are available in the city council chambers prior to the meeting. 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. 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. 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. 3 City Council Item October 24, 2022 Item Speed Limit Discussion File No.N/A Item No: A.1 Agenda Section 5:30 P.M. - WORK SESSION Prepared By Charlie Howley, Director of Public Works/City Engineer Reviewed By Laurie Hokkanen SUGGESTED ACTION Discussion Motion Type N/A Strategic Priority Asset Management SUMMARY As a follow-up to the August 8, 2022 annual Traffic Safety Committee (TSC) presentation, the City Council directed Staff to look into the possibility of lowering the statutory speed limit from 30 MPH to 25 MPH citywide. BACKGROUND In 2019, the Minnesota Legislature changed the statute to allow cities to establish speed limits on roads under their jurisdiction rather than having to go through MnDOT. Since then, a handful of cities have gone forward with large-scale speed limit adjustments. DISCUSSION Engineering staff will present to the City Council at the work session for discussion. General topics will be: 4 why do this why not do this what have other cities done what the data says what the public opinion is what the TSC findings are what alternatives are there what would implementation look like Attached are the results of the FlashVote for the topic along with a high-level look at some speed studies around the City. BUDGET It's estimated to cost the City approximately $13,000 in materials (not including staff time) to replace/install signage to accommodate a citywide lowering of the speed limit. RECOMMENDATION TSC and Public Works/Engineering Department recommendations will be discussed at the work session as part of the presentation. ATTACHMENTS Speed Study Info FLASHVOTE Survey results 5 6 10/14/22, 12:30 PM Driving - Survey results - Chanhassen, MN - FlashVote https://www.flashvote.com/chanhassen-mn/surveys/driving-10-22?filter=all 1/6 Survey Results: Driving Survey Info - This survey was sent on behalf of City of Chanhassen to the FlashVote community for Chanhassen, MN. These FlashVote results are shared with local officials 449 Total Participants 416 of 591 initially invited (70%) 33 others Margin of error: ± 5% Applied Filter: All Responses Started: Oct 11, 2022 1:06pm CDT Ended: Oct 13, 2022 1:06pm CDT Target Participants: All Chanhassen Q1 About how often do you typically drive a car in Chanhassen? (449 responses) Q2 The current speed limit on most local city streets is 30 miles per hour (MPH) in Chanhassen. What best describes what you think of the 30 MPH speed limit? (446 responses) Response Time (hours) 1 9 17 25 33 41 49 0 100 200 Votes 0%20%40%60%80%100% Five times a week or more Once a week to four times a week Less than once a week Not Sure 83.3% 15.6% 0.7% 0.4% Percent Options Votes (449) Five times a week or more 83.3% (374) Once a week to four times a week 15.6% (70) Less than once a week 0.7% (3) Not Sure 0.4% (2) Options Votes (446) Way too low 1.3% (6) A little too low 11.7% (52) About right 66.6% (297) A little high 15.2% (68) Way too high 4.0% (18) Not Sure 1.1% (5) 7 10/14/22, 12:30 PM Driving - Survey results - Chanhassen, MN - FlashVote https://www.flashvote.com/chanhassen-mn/surveys/driving-10-22?filter=all 2/6 Q3 Do you feel safe while walking or biking on Chanhassen’s local streets? (442 responses) Q4 The City is considering lowering the speed limit on local streets from 30 MPH to 25 MPH. This would not include collector streets, streets with posted speed limits above 30 MPH, or any County or State Highways. Which of the following statements do you AGREE with, if any? (Choose all that apply) (421 responses) Votes 0%20%40%60%80% Way too low A little too low About right A little high Way too high Not Sure 1.3% 11.7% 66.6% 15.2% 4.0% 1.1% Percent Votes 0%10%20%30%40% I don’t really walk or bike much Yes, and I do have sidewalks in my... Yes, and I don’t have sidewalks in my... No, and I do have sidewalks in my... No, and I don’t have sidewalks in my... Not Sure 6.1% 36.9% 28.5% 12.4% 13.8% 2.3% Percent Options Votes (442) I don’t really walk or bike much 6.1% (27) Yes, and I do have sidewalks in my neighborhood 36.9% (163) Yes, and I don’t have sidewalks in my neighborhood 28.5% (126) No, and I do have sidewalks in my neighborhood 12.4% (55) No, and I don’t have sidewalks in my neighborhood 13.8% (61) Not Sure 2.3% (10) Options Votes (421) I think people usually drive faster than the posted speed limit in Chanhassen 66.3% (279) I think people usually drive at the posted speed limit or slower in Chanhassen 9.7% (41) I think that speed limits should be generally lowered city wide 16.9% (71) I think that speed limits should be generally raised city wide 4.8% (20) I think that speed limits should be lowered on a case-by-case basis 42.8% (180) I think that speed limits should be raised on a case-by-case basis 21.6% (91) Lowering speed limits would not change my driving behavior much without enforcement 15.2% (64) 8 10/14/22, 12:30 PM Driving - Survey results - Chanhassen, MN - FlashVote https://www.flashvote.com/chanhassen-mn/surveys/driving-10-22?filter=all 3/6 changing speed limit by 5mph would cost a lot of money and accomplish nothing I don't think lowering the speed limit would tackle the real issue which is distracted driving! I think it’s pretty good the way it is I think the current speed limits are fine . Resources would be better spent educating drivers to stop at crosswalks & attentive of bikers. Delivery vehicles and mail trucks drive over the speed limits Lowering speed limits without making changes to the roadway will have very little impact on speeds. Changing speed limits won't make a meaningful impact. Add more/wider crosswalks and sidewalks Neighborhood street / driver speeds is too fast for about 50% of drivers. This is so important. Our kids need to feel safe walking and biking I generally drive slower than posted speed limits People driving 15-25 mph OVER the speed limit should be ticketed. The SL sign is NOT a suggestion! Votes 0%20%40%60% I think people usually drive faster... I think people usually drive at the... I think that speed limits should be... I think that speed limits should be... I think that speed limits should be... I think that speed limits should be... Lowering speed limits would not... Lowering speed limits would change my... I think: 66.3% 9.7% 16.9% 4.8% 42.8% 21.6% 15.2% 23.0% 24.5% Percent speedlimit lower need streetdrive neighborhood people change enforce 25 mph residential city think roadsidewalks sign posted way driver 30 stopminnewashtawithoutissue current fast safety make appropriate collector reduce 25mph crosswalk areas fine galpin children chanhassen stay unless 20mphplease keep increase walk parkway also bumps Options Votes (421) Lowering speed limits would change my driving behavior, even without enforcement 23.0% (97) I think:24.5% (103) 9 10/14/22, 12:30 PM Driving - Survey results - Chanhassen, MN - FlashVote https://www.flashvote.com/chanhassen-mn/surveys/driving-10-22?filter=all 4/6 Speeding in local roads is not as much of an issue as the blatant running of red lights. people need to learn to STOP when someone is using a marked crosswalk The city speed limits should NOT be changed. Leave as is it's a bad idea to unilaterally lower speed limits. Need more enforcement on city streets (78th Street, Powers Blvd, 101, Lake Lucy Rd & Galpin Blvd) Residential areas with NO sidewalks should be without question 25 and posted, speed bumps would I think more tunnels should be built under 5 (century, 41) I have a radar gun. There is a serious speeding problem on W78th, Kerber and sometime side streets. Do not lower speed limits. Our current speed limits in neary all cases are appropriate and should not be changed. Speed limits should be enforced. A difference of 5 mph either way won't change the way people driv Neighborhood streets should be 25 or lower (20) but there needs to be some enforcement. Neighborhood streets should be lower than 30. I think you also need to increase enforcment initially too Cars drive too fast in our neighborhood, esp teens (Summit/Trappers Pass) - risk to children. Lowered in residential areas Without consistent enforcement drivers will continue to drive at will; no regard for people/propert Lowered speed limits and livable streets promote community, safety, and ecological benefits. Lower speed limits to make it safer for the children & adult pedestrians and bikers in Chanhassen. If they are lowered it would need to be consistent. there should be more sidewalks in older neighborhoods, Peds won’t be able to cross Galpin with the proposed roundabouts; an underpass should be recon Yes to all neighborhoods and city streets!! In our neighborhood people drive WAY to fast Amazon trucks & SCHOOL BUSES(!!!) are the worst down our street. Locals & USPS are respectful. Definitely, the speed limits should stay exactly as they are. I think 25 would be appropriate in neighborhoods I believe that collector streets should be lowered as well. This has been done elsewhere. It’s a waste of money unless we can reuse the current signs Sheriff's department needs to crack down on drivers that run red lights and stop signs. Neighborhood speed limits should be 20mph Many collector roads over 30 mph have most drivers OVER the posted limit We need to have more enforcement of the speed limit. The people are driving too fast are not the ones who would slow down due to a limit change. 25 MPH is ok for residential streets. Don't mess with collector streets 45 mph on 41 There are bigger issues for this city council to be focusing on. Crime and housing for a couple. The residents of Minnewashta pkwy paid for street improvement and should be included in lower speed There needs to be more enforcement of current speed limits. Unfortunately, people will be frustrated with lower speed limits. I welcome it in the city Lowering the speed limit will not change my neighbor's driving habits. No reason to change anything. I always drive at or 3-5 mph slower in residential areas. 10 10/14/22, 12:30 PM Driving - Survey results - Chanhassen, MN - FlashVote https://www.flashvote.com/chanhassen-mn/surveys/driving-10-22?filter=all 5/6 Streets without sidewalks and narrow streets should be reduced to 20 mph. Residential streets should be 25 streets like coulter should be 40 I don't think the speed limits need to be lowered. Why not collector streets! They may have even worse safety issues! Please don't A speed limit of 25 is painful to maintain in a vehicle. 30 is residential is a minimum. The speed limits should stay the same unless there is an extreme case to be dealt with. People do not stop for pedestrians in crosswalks in Chanhassen Lowering speeds to 25 in residential neighborhoods would be beneficial for the city, if enforced. Minnewashta Parkwayis seeing too many speeders. Lower limit here to 25 mph Keep it the same no change Nothing needs to be done about the speed limits. They are appropriate. That Minnewashta Pkwy should have a lower speed limit and more enforcement Does data show a correlation between lower speed limit and increased safety? Lowering limits doesn't correlate to changes in driven speeds and can INCREASE accidents Current speed limits are appropriate Safety first. Let's lower the speed limit That Pleasantview road is way too fast. Please reduce speed and add speed bumps to slow traffic. Speed limits are fine as is I think the city needs to follow other cities and make all street 25mph unless posted. If there is no posted speed limit sign on a road, people drive 30-35 MPH. If changed, signs needed. When standing/walking on the road, people view cars as going faster than they really are going. Enforce lower speeds. Lake Drive curves encourage people to drive faster -it’s dangerous! keep the same Speed limits should stay the same It should Be left alone. My responses lower neighborhood streets only. 25 is plenty on residential. 30 in city Longacres subdivision especially Hunter Drive needs to be lowered! The curves and lack of sidewalks in neighborhoods that even 20MPH is better when there are no sidewalks and households have children No changes needed Speed limits need to be enforced. That we should leave the limits where they are because it conforms with standards that everyone is keep the speed the same. I often avoid driving through downtown Chan because it takes too long. lowering the speed limit is solving the wrong problem. Create walk/bike paths for safety! the posted limits should remain and they should be reinforced by the police. I am often tailgated as I drive 30 mph on Minnewashta Parkway The speed limits are fine the way they are. People kind of follow the speed limit going a little above. I’d love to see the speed lowered. The speed limit of 45 on Galpin south of Hwy 5 is way too high being close to the elementary school Minnewashta parkway should also be reduced to 25MPH There are 100 more important issues facing Chanhassen! 11 10/14/22, 12:30 PM Driving - Survey results - Chanhassen, MN - FlashVote https://www.flashvote.com/chanhassen-mn/surveys/driving-10-22?filter=all 6/6 To be effective speeds need enforcement Too many people do not stop at stop signs which is just as dangerous as speeding. Roads without sidewalks should have it lowered. Residential neighborhood roads should be decreased to 20mph or 25mph Lowering the speed limits seems pretty nonsensical. Minnewashta Parkway needs to be reduced to 25mph as well. Also need stop sign added at Kings Road. No broad brush strokes please Q5 Any other comments or suggestions about driving or speed limits in Chanhassen? (151 responses) Attention is as important as speed of travel, and I have concerns about both. We trust no one when walking in or near the road. Definitely should lower speed limits on streets that do not have sidewalks I don't think main streets should be lowered. Better lit streets would be helpful in several neighborhoods in Chanhassen. Especially when there are no sidewalks. Residential streets and downtown Chanhassen streets should be lowered to 25 mph. People cruise so fast in downtown Chanhassen; totally unsafe. The only sidewalk near me where I feel unsafe is Galpin between Longacres and Lake Harrison. The sidewalk is mere feet from the street, at a lower elevation, with the Galpin speed limit relatively high. An errant swerve by any vehicle there and pedestrians wouldn't stand a chance. The Carver beach neighborhood has some of the most narrow streets in the entire city. The streets in this neighborhood are hilly with tight turns and no sidewalks. This area is now bustling with children and families. We need additional sidewalks on main thoroughfares throughout the Carver beach neighborhood. This will benefit drivers, pedestrians, and Cyclists. Additionally, the Carver beach area specifically would benefit from speed bumps to slow people down on some of the higher traffic roads. The biggest culprits of speeding in neighborhoods are delivery vehicles, mail trucks, and school buses. The terms used to describe different types of streets in this survey will not be understood by most people taking the survey and will skew your results. I would like consideration for blind entries as well. My neighborhood enters powers Blvd in an area with limited visibility to oncoming traffic. If someone is traveling faster that the speed limit, it can be very dangerous to enter traffic crossing three lanes (c) Copyright 2013-2022 Governance Sciences Group, Inc., Patent pending speedlimit people drive street enforce lower road driver neighborhood city stop need like walk thinkmake pedestrian fast traffic area sidewalk light way bike chanhassen mph change see also 25powers cross feel blvd crosswalk car seem residential safety reduce sign better 30 lake intersection galpin go slow use 12 City Council Item October 24, 2022 Item Discuss Staffing Study File No.Item No: A.2 Agenda Section 5:30 P.M. - WORK SESSION Prepared By Laurie Hokkanen, City Manager Reviewed By SUGGESTED ACTION Discussion Motion Type N/A Strategic Priority Operational Excellence SUMMARY BACKGROUND DISCUSSION City Staff is recommending that we engage Raftelis to conduct a staffing study. The need for the study is driven by three primary factors: Understand new facility needs: As the City continues to explore a new City Hall, what are the ultimate capacity needs of the building? Requests for additional staffing from Carver County Sheriff's Office Continuing trend of retirements and other attrition The work will take approximately 16 weeks to complete. A detailed overview of the activities to be 13 performed is attached. BUDGET The cost of the proposed study is $49,900. The study will be paid for with 2022 savings from the Policing Contract. RECOMMENDATION ATTACHMENTS Proposal - Chanhassen Organizational Assessment 14 City of Chanhassen Organizational Assessment PROPOSAL / October 14, 2002 15 RAFTELIS 2 October 14, 2022 Laurie Hokkanen, City Manager City of Chanhassen 7700 Market Boulevard Chanhassen, MN 55137 Subject: Proposal for Organizational Assessment We are pleased to submit this proposal for an Organizational Assessment to the City of Chanhassen (City). Our focus has always been to help local government and utility clients solve their financial, organizational, and technology challenges. We appreciate the opportunity to submit our proposal, which has been developed to provide the City with concise yet thorough information that introduces our approach to organizational assessments and staffing analyses. Raftelis was established in 1993 to provide financial and management consulting services of the highest quality to local governments and utilities. The Raftelis brand strengthened with the 2020 acquisition of The Novak Consulting Group (TNCG), which deepens our management consulting expertise specific to local governments. Our mission is to strengthen organizations, for those they serve and those who work in them. We believe our firm offers the City several distinct advantages: • A workable and insightful approach: Our team’s approach specifically addresses the City’s needs and will help develop a best practice-level plan to align staffing and organizational structure of the City with the vision and mission of the Chanhassen community. • An experienced team who knows challenges and opportunities faced by local governments: We are skilled professionals with direct experience in all facets of local government and utility operations. We work solely for local governments and utilities, and many of our team members were local government leaders in some of the best organizations across the country. Our team members understand what is required to deliver effective public services. • Personal service from senior-level consultants: You appreciate it when deadlines are met, phone calls are returned, and your challenges are given in-depth, out-of-the-box thinking. While some firms may assign your business to junior-level people, we offer exceptional service from senior-level consultants. We are proud of the resources that we can offer and welcome the opportunity to assist the City in this engagement. If you have any questions, please do not hesitate to contact our project manager Jonathan Ingram using the following contact information: Jonathan ingram, Senior Manager Phone: 513.430.2887 / Email: jingram@raftelis.com Sincerely, Julia Novak Executive Vice President 16 RAFTELIS 3 Who We Are RAFTELIS AND THE NOVAK CONSULTING GROUP, HELPING LOCAL GOVERNMENTS AND UTILITIES THRIVE Local government and utility leaders partner with Raftelis to transform their organizations by enhancing performance, planning for the future, identifying top talent, improving their financial condition, and telling their story. We’ve helped more than 600 organizations in the last year alone. We provide trusted advice, and our experts include former municipal and utility leaders with decades of hands-on experience running successful organizations. People who lead local governments and utilities are innovators—constantly seeking ways to provide better service to the communities that rely on them. Raftelis provides management consulting expertise and insights that help bring about the change that our clients seek. TNCG is Now Raftelis The Novak Consulting Group (TNCG) and Raftelis have always shared a focus on delivering lasting solutions for local government agencies. In January 2020, TNCG joined Raftelis. Today, we provide our clients with wide-ranging capabilities and resources in financial, management, technology, and communications consulting for all areas of local government. Our clients now have the expertise of more than 140 of the country’s leading local government and utility consultants, who have decades of experience. We know that our combined capabilities and resources will provide added value to our clients, and we’re excited about what we can accomplish together. + VISIT RAFTELIS.COM TO LEARN MORE FIRM OVERVIEW 17 RAFTELIS 4 We believe that Raftelis is the right fit for this project. We provide several key factors that will benefit City and help to make this project a success. RESOURCES & EXPERTISE This project will require the resources necessary to effectively staff the project and the skillsets to complete all of the required components. With more than 140 consultants, Raftelis has one of the largest local government management and financial consulting practices in the nation. Our depth of resources will allow us to provide the City with the technical expertise necessary to meet your objectives. In addition to having many of the industry’s leading management and financial consultants, we also have experts in key related areas, like stakeholder engagement and data analytics, to provide additional insights as needed. DECADES OF COLLECTIVE EXPERIENCE Our associates and subject matter experts have decades of experience in strengthening local municipalities and nonprofit organizations. They’ve served in a wide range of positions, from city manager to public works director to police chief. PERSONAL SERVICE FROM SENIOR-LEVEL CONSULTANTS You appreciate it when deadlines are met, phone calls are returned, and your challenges are given in-depth, out-of-the-box thinking. While other firms may assign your business to junior-level people, our approach provides exceptional service from senior-level consultants. NICHE EXPERTISE Our expertise lies in strengthening public-sector organizations. We’re consulting specialists rather than generalists, focusing our strengths to do a highly effective job for a specific group of clients. 18 RAFTELIS 5 Scope of Work THE CITY OF CHANHASSEN IS SEEKING A PROFESSIONAL CONSULTANT TO ASSIST WITH AN OPERATIONAL STUDY OF CITY DEPARTMENTS TO DETERMINE OPTIMAL ORGANIZATIONAL STRUCTURE AND STAFFING NEEDED, ESTIMATE SPACE NEEDS FOR A NEW CITY HALL, AND POSITION THE CITY TO EFFECTIVELY MANAGE ANTICIPATED GROWTH. Our team has extensive experience working with local government clients, including many in Minnesota and surrounding states. Our focus is on providing solutions that work within the available resources and culture of the organizations we assist. The most innovative solutions in the world are valueless if they cannot be implemented or will not be accepted by the community. We pride ourselves on our ability to listen, analyze, and work with our clients to find not just a random selection of best practices taken from a manual but real solutions that can be implemented effectively. We are pleased that our prior engagements have resulted in corresponding actions by our clients to implement the recommendations that we have jointly developed. One of our strengths is the ability to build on existing capabilities and resources and to help organizations see things from a different perspective. We do this by listening to our clients and really understanding what they have to say. We do not operate with a pre-packaged set of recommendations, and we diligently work to avoid trying to fit our clients into a standard mold. We recognize that there will always be competing interests between the levels of service and their costs. Defining “good enough” is a significant challenge that is aided by knowing that the work is both necessary and delivered as efficiently as possible. As resources diminish, we often find that organizations become increasingly reactive at a significant cost both to current and future operations. Maintaining planned, proactive approaches consistently generates a better, more cost- effective result, particularly when evaluated over time. Every organization develops traditions, practices, and routines. To a certain extent, these provide stability and consistency. It is essential that these are subject to regular review and analysis to ensure that they continue to represent best practices that meet the needs of the community. Our staff has substantial experience in developing performance measurement systems so that communities and departments can track progress over time. We have helped our clients create benchmarks that establish a baseline for performance and objectives for the future. We are excited about the opportunity to assist the City to proactively plan and prepare for the future. We understand the importance of respecting the staff who are in place to serve the public. We assume good intent and will work with the City to collaboratively develop recommendations for improvement. Without this, implementation of recommendations and lasting improvements are not typically successful. We believe this intentional approach, coupled with our extensive expertise in all facets of public operations, makes us uniquely qualified to assist the City on this project. To complete this work, our team will apply a project approach, focusing on these specific objectives using our “Six R” approach. This involves soliciting and collecting information on City Responsibilities, Resources, Requirements, and Results in order to identify possible organizational and operational Revisions with an associated Roadmap to implement positive change. This approach is depicted in the following graphic: 19 RAFTELIS 6 Responsibilities – What drives the need for your services? It might be the organization’s vision or mission, Federal, State, or local ordinance, or community service standards or expectations. We review these drivers to better understand service level constraints and opportunities for change. Resources – What assets are available to achieve your responsibilities? These may include time, human resources, staffing, management capacity, financial position, contractual services, technology, and equipment and facilities. We assess the adequacy of these resources based on the service level expectations. Requirements – What direction is provided to staff? The method by which staff approach service delivery is often guided by laws, codes, policies and procedures, or informal mechanisms like past practices or on-the-job training. These sources provided staff with direction on how they approach tasks and complete their work. We review these business processes to determine opportunities for improvement. Results – What are the outcomes of your services? Our approach connects your responsibilities, resources, and requirements with the outcomes expected of your services. We assess measures of efficiency and effectiveness to assist in data-driven decision-making. Recommendations – Are there opportunities for improvement? Based on our qualitative and quantitative analysis of your programs and services, we develop recommendations for improving organizational performance. These changes can range from high-level considerations (i.e., should we be in this business) to strategic issues (should we consider alternative service sources) to tactical issues (how can we improve the productivity, efficiency, and effectiveness of the activity or service). Roadmap – How do we get there? We develop a plan that will guide the organization through the implementation of the recommendations for improvement. The Roadmap offers the recommended priority order of implementation, suggestions 20 RAFTELIS 7 for phasing, and key milestones for success. The Roadmap also serves as a valuable tool for the organization as well as the community to promote accountability and communicate progress toward implementation. THE FOLLOWING DETAILS THE PROPOSED WORK PLAN. Activity 1: Begin Engagement We will begin this engagement by meeting virtually with the City Manager to review the details and expectations of this effort and to finalize the project schedule. We will discuss the City’s interest in this study, the strengths and weaknesses of the current City structure, staffing and workload challenges, anticpated growth in service demands, and other issues that may be relevant to our work. We will request and review all relevant background information, such as budgets, previous studies, departmental work plans, organizational charts, job descriptions, and other similar data to inform our work. Throughout the project, we will provide the City with regular project status reports designed to maintain planned project progress and budget, identify and resolve project issues, and review project work products. In addition to formal status reporting, we anticipate numerous informal opportunities for the City to discuss various project and operating issues with our project manager and team leaders. We welcome the opportunity to have this informal dialogue since we believe it will contribute to a more successful project. Activity 2: Conduct Interviews Our team will conduct individual interviews with each Department Director and key managers to develop a general understanding of each department’s management systems, strengths, challenges, staffing levels, workload demands, and anticipated workload pressures. We will also interview representatives of the Hennepin County Sheriff’s Office to understand law enforcement workoad demands associated with contracted police services. These meetings will be conducted virtually. Following our interviews, we will summarize common themes and prepare preliminary observations for review with the City’s project team. Activity 3: Conduct Organizational Staffing and Structure Scan The project team will employ our Six R approach, as introduced previously. The approach guides our efforts through data development, issue identification, operational analysis, and creation of recommendations tailored to improve the departmental operations, to position the City for service demand growth, to clarify staffing needs based on workload demands and service level expectations, and identify the most effective organization structure. Operational Review We will review operational functions and process workflows in each department, exluding the Fire Department, with a focus on areas of interest as determined in Activities 1 and 2 above. Our consultants will identify and collect available data for review, including budget and financial data, work volumes, work cycle times, demands for service, overtime usage, and other data necessary for a complete analysis. We will tailor the collection of data to the needs and issues of the departments and their operations at present, as well as to address any known future needs or anticipated changes in service demands. 21 RAFTELIS 8 Organizational Review We will evaluate the organization and structure of the City to assess its impacts on program operations now and in the future. We will look at both the organizational alignment of the departments as well as how they integrate with the overall structure of your government. We will conduct the assessment from the following aspects of organizational design: • The number of organizational levels and reporting procedures and the impacts on the size and composition of the organization’s command structure • Alignment of leadership, management, and supervision • The relative importance of specific operations in regard to organizational placement • Adequacy of communication and collaboration between and among operating units • Spans of control and management supervision • Overlapping or duplicated functions • Clear lines of authority and responsibility • Sufficiency of supervisory ratios • Distinct work units to carry out important functions • Ability to meet work demands. Activity 4: Prepare Project Deliverables We will review our preliminary recommendations with the City. Additional follow-up on issues or analysis will be conducted as needed. Once recommendations are finalized, we will prepare a draft memo. The memo will include an our methodology and approach and a description of all recommendations for the City. The draft memo will be provided to the City for review and discussion. We will prepare the final memo and implementation plan based on comments and feedback from the City. We will also be available to present key findings to City staff or the governning body in a virtual meeting, if requested. OPTIONAL ACTIVITY: Complete Process and Procedure Assessment of Each Department The proposed workplan detailed above is designed to determine the staffing levels and organizational structure to position the City to meet to population and service demand growth. However, the City may also wish to expand that assessment process to include a review of departmetal management systems, policies, procedures, work process, and other key elements of municpal service delivery. The value of this type of review is that it not only defines staffing needs, but also identies whether there are opportunities to achieve greater effeciency or effectiveness of service delivery and, in doing so, create staff capacity within existing resources. Should the City choose to include this optioanl activity, Raftelis will interview a broader range of City staff at supervisory and line levels through both one-on-one interviews and focus groups. We will identify best practices and determine where gaps may exist in the City’s current delivery of services. We will develop recommendations for closing those gaps and improving efficiency, based on available resources. Additionally, recommendations for streamlining processes, reallocating personnel, and other appropriate recommendations will be prepared and reviewed with the City through a virtual meeting. 22 RAFTELIS 9 Timeline We anticipate this scope of work will require approximately 16 weeks to complete once a notice to proceed is issued. Cost The total fixed fee for completion of the scope of work outlined in this proposal is $49,900. This includes all professional fees and expenses. Should the City choose to also include optional activity, the total fixed fee for the scope of work will be $66,000. The City will be invoiced monthly as tasks are completed. 23 City Council Item October 24, 2022 Item City Council Roundtable File No.Item No: A.3 Agenda Section 5:30 P.M. - WORK SESSION Prepared By Kim Meuwissen, City Clerk Reviewed By SUGGESTED ACTION None Motion Type N/A Strategic Priority N/A SUMMARY The quarterly roundtable is time for the City Council to discuss items of interest, propose new items for review, and ask general questions of staff/each other. Items with interest from at least two Councilmembers may be scheduled for research by staff, future work sessions, or other action as appropriate. BACKGROUND DISCUSSION BUDGET RECOMMENDATION 24 ATTACHMENTS Roundtable Process Overview Citizen Action Requests Year to Date Sustainable Building Practices 25 CHANHASSEN CITY COUNCIL Roundtable Overviewand Guidelines The quarterly roundtable is scheduled time for the City Council to discuss items of interest, propose new items for review, and ask general questions of staff/each other. The roundtable is designed to fill in the gaps between the annual Strategic Plan updates. Staff will provide a one-year historical summary of the Citizen Action Request Forms received in the packet for each roundtable. Timing: Quarterly, at a work session. Procedure: Submit items for consideration and publication in the council packet by noon on the Wednesday prior to the meeting. Be prepared to give a brief overview of proposed items at the work session. Actions: The City Council should determine the next steps, using the following menu of options: 1. Do nothing at this time 2. Park for discussion during the Strategic Plan update in January 3. Request staff prepare an issue paper (requires two votes of support) 4. Refer to a commission for further consideration (requires two votes of support) 5. Schedule a city council work session (requires three votes of support) CITY OF CHANHASSEN A Community For Life. 26 2022 CITIZEN ACTION REQUESTS As of October 10, 2022 Select the date of the City Council meeting you plan to attend to make your visitor presentation. First Name Last Name Address1 Council Action Requested Summary of Information 2/22/2022 JoAnn Syverson 489 Pleasantview Road Restrict wake surfing in narrow channel of Lotus Lake Request for a meeting to discuss ideas for the restriction. Discover what can be done to keep the narrow channel by the city park and beach environmentally secure. 2/28/2022 JoAnn Syverson 489 Pleasantview Road I request wakesurfing to be restricted from the narrowest channel on Lotus Lake (431 feet wide). Area is directly in front of Carver Park, which has suffered extensive damage to its shoreline and sea wall. I will report on the University of Minnesota, St Anthony Falls Laboratory, Wake Research Project which has now been completed, peer-reviewed, and published. It concludes that wakesurfing boats need to be 425-500 feet from shore to have the same effects as a ski boat at 200 feet. Based on these conclusions, I am asking for a restriction on wake surfing in the narrowest section of Lotus Lake. 4/11/2022 Joseph Zasadzinski 536 Pleasant View Road Restrict wavesurfing boats operation to the south end of Lotus Lake where water depths are greater than 15 feet to minimize disruption of the alum layer used to prevent phosphorus release to the lake waters. This should improve water quality and clarity and prevent algal blooms, Phosphorus is typically the limiting nutrient for algal growth in freshwater lakes in Minnesota. To reduce the release of phosphorus from the lake sediments, the city and water district applied alum to the lake in 2018. Alum forms a fluffy precipitate in water and settles to the bottom of the lake, where it forms a barrier to phosphorus release from the sediment. Disruption of this alum barrier causes more phosphorus to enter the lake water, increasing algal growth and the unsightly algal blooms seen in Lotus Lake the past few summers. Lotus Lake is also not in compliance with state rules on water quality and water clarity due to algal blooms due to the high phosphorus levels . Recent work by University of Minnesota scientists has shown that wakesurfing boats can stir up the lake bottom down to depths of 15 feet, disrupting the alum barrier and causing phosphorus release, algal blooms and decreased water quality. We propose to limit wakesurfing boats to areas of the lake with depths greater than 15 feet, which are mainly at the southern end of the lake near the boat launch ramp. The costs of this modification are minimal, and would only require placing semi-permanent bouys in the lake to outline the lake area suitable for wakesurfing boats to operate. 27 2022 CITIZEN ACTION REQUESTS As of October 10, 2022 Select the date of the City Council meeting you plan to attend to make your visitor presentation. First Name Last Name Address1 Council Action Requested Summary of Information 4/25/2022 Paul Granos 6663 Horseshoe Curve Installation of signs at public access on Lotus Lake Signage at Public Access reminding lake users of boating industry recommendations and visual distance markers along the drive to help gauge while on the water Sign 1: Wake Responsibly Sign(s) 2: Distance markers along drive for visual reference Install ASAP (Boating season) Est Cost for signs and Installation = $2000 (If city funding is not available LLCA will fund) Boats that generate large wakes on Lotus have generated passionate discussions in recent years. In an effort to mitigate the emotions on this issue, the LLCA will be utilizing social media in an effort to educate boaters on the Water Sports Industry Association's recommendations. Signage at the landing will help communicate same to local and transient lake users. 4/25/2022 Paul Granos 6663 Horseshoe Curve Endorse LLCA Goose Management Plan for Lotus Lake Like other lakes and municipalities in our area, the LLCA would like the City to endorse our efforts to acquire a permit to control the Canadian Goose population on Lotus Lake. The LLCA has received many requests to assist in this effort by property owners. Docks, rafts, lawns and beaches have all been subject to the feces left by estimated 75-100 Canadian Geese on the lake. In polling our membership, 66% of respondents were in favor of a goose population reduction effort. Any effort must include a licensed contractor and federal permit. We have completed the necessary paperwork and need the CIty of Chanhassen's approval before moving forward. The cost for trapping and removal on Lotus is estimated at $3000...a cost the LLCA will fund The trapping would take place in June/July 8/8/22 Don McDonald 2025 Clover Court I would like to have an ordinance added to the city code to restrict the feeding of wildlife The feeding of wildlife creates unsanitary conditions and attracts unwanted animals into the neighborhood. Cost to add the ordinance is not known. The city of Mound has such an ordinance in section14 that could used as an example. 28 From:Perry Schwartz To:City Council Subject:Sustainable Building Practices Date:Friday, August 19, 2022 3:34:38 PM Dear Council Members: I am a recently-appointed member of the Planning Commission but am contacting you as a Chanhassen resident. The purpose of this message is our city’s commitment to green building standards in developing, expanding, or renovating public and private residential and commercial developments. The 2040 Comprehensive Plan, Section 1.7.4: Natural Resources, Goal 9, states: “Support residential and business solar development that maintains community character.” Section 4.8: System Plan, Goal 4, states: “Be a leader in environmental sustainability.” Sub- goal 4.6 says, “Use sustainable building practices when developing, expanding or renovating facilities.” Yet, I cannot find any reference in the City Code to green or sustainable building construction or best practices that are environmentally responsible and resource-efficient. The 2017 Sustainability Report only addresses water quality and conservation and urban forestry issues. Green building design involves finding the balance between homebuilding and a sustainable environment. This requires close cooperation among the design team, architects, engineers, a green certifier, builder, and client at all stages of a project. Green building practices builds on and complements the classical building design concerns of economy, utility, durability, and comfort. Seems like a win-win. What steps must I take to request that the city consider adding to the City Code and ordinances that require the city and private developers to, as the Comprehensive Plan says, “Use sustainable building practices when developing, expanding or renovating facilities.”? Thank you for your service to our city, and thank you in advance for considering this request. ——————————— Regards, Perry Schwatz 2057 Clover Court Chanhassen MN 55317 +1 612.868.6199 29 City Council Item October 24, 2022 Item Future Work Session Schedule File No.Item No: A.4 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: November 14, 2022 1. Canvass Election Results 2. General Fund & Property Support Funds 3. CIP, Debt & Utility Rate Study Discussion 4. Financial Policy Discussion November 28, 2022 1. CIP, Debt & Utility Rate Study Discussion (if needed) 2. Civic Campus Update 3. Tree Policy Discussion 30 December 12, 2022 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 on the second and fourth Monday of each month in conjunction with the regular City Council meeting, but may be scheduled for other times as needed. DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS 31 City Council Item October 24, 2022 Item Invitation to Halloween Party, October 29 File No.Item No: C.1 Agenda Section PUBLIC ANNOUNCEMENTS Prepared By Priya Tandon, Recreation Coordinator Reviewed By SUGGESTED ACTION N/A Motion Type N/A Strategic Priority N/A SUMMARY The City of Chanhassen, with the support of our local Community Event Sponsors and businesses, is proud to present the 38th Annual Halloween Party! We invite all area kiddos, their families, and friends to join us on Saturday, October 29th from 5:30-7:30 pm at the Chanhassen Recreation Center for trick- or-treating, games, hayrides, a magic show, and more. For more information and to register for this community event, visit us online at chanhassenmn.gov/halloween. BACKGROUND DISCUSSION BUDGET 32 RECOMMENDATION ATTACHMENTS Halloween Party 33 CityofC h a n h a ssen’s CityofC h a n h a ssen’s 38thAnnual 38thAnnual Saturday, October 295:30 - 7:30 PM Chanhassen Recreation Center Ages 2-12$6 per child (Free for Adults & Children ages 1 & Under) chanhassenmn.gov/halloween 34 City Council Item October 24, 2022 Item Approve City Council Minutes dated October 10, 2022 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 minutes dated October 10, 2022." Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS City Council Work Session Minutes October 10, 2022 35 City Council Regular Meeting Minutes October 10, 2022 36 CHANHASSEN CITY COUNCIL WORK SESSION MINUTES OCTOBER 10, 2022 COUNCIL MEMBERS PRESENT: Mayor Ryan, Councilman McDonald, Councilwoman Rehm, and Councilman Campion. COUNCIL MEMBERS ABSENT: Councilwoman Schubert. STAFF PRESENT: Laurie Hokkanen, City Manager; Kelly Grinnell, Finance Director; Matt Unmacht, Assistant City Manager; Charlie Howley, City Engineer/Public Works Director; Kate Aanenson, Community Development Director; Jerry Ruegemer, Park & Recreation Director; Ari Lyksett, Communications Manager; and Kim Meuwissen, City Clerk. PUBLIC PRESENT: Tom Madden, 19260 Lake Avenue, Deephaven, MN 55391 Mayor Ryan called the Work Session to order at 5:30 p.m. LAKE ANN PARK PRESERVE MASTER PLAN: OPEN HOUSE FOLLOW-UP AND PROJECT UPDATE Park and Recreation Director Jerry Ruegemer presented a slide show of the Lake Ann Park Master Plan Open House follow up and a project update. The open house was held on September 27, 2022. Postcards were mailed to 234 residents in neighborhoods on both the west and east sides of Lake Ann. There were 35 in attendance. Including social media, a total of 6,142 residents were reached. An online survey was available the week following the open house, and 24 online surveys were completed. Key takeaways from the open house and survey comments received were as follows: Most envisioned a preserved natural area Desire trails and a long-term loop connection around Lake Ann Excitement about improved access, particularly from the west A Wetland Delineation Report was prepared by SEH and completed in September. The report defines wetland boundaries, describes wetland types, will guide the permit process with multiple governmental agencies, and a final report is being prepared. Next steps include preliminary design and engineering, and to initiate the permit process (Riley Purgatory Bluff Creek Watershed District, Department of Natural Resources, Army Corps of Engineers and Met Council). The Army Corps of Engineers permit can take up to three to six months to process. 37 City Council Work Session Minutes – October 10, 2022 2 Project priorities include providing pedestrian access, habitat enhancements, interpretation, secondary narrow boardwalks, and design initial improvements to accommodate paved trails in the future. Mr. Ruegemer shared a slide showing Park Preserve Plan improvements and potential order of construction. A slide showing the project components and cost estimates was also presented. The City Council discussed the proposed trail reconstruction and widening, the phasing process and priorities, and the parking lot improvements. TRAIL MAINTENANCE FUNDING DISCUSSION Public Works Director/City Engineer Charlie Howley presented information on the City’s trail maintenance funding, providing background information relative to the condition of and the plan for the City’s existing trail maintenance. This aligns with the City’s Strategic Priorities of Asset Management and Financial Sustainability. Mr. Howley presented a slide of a map showing the existing conditions of our trails using the Overall Condition Index (OCI) for certain trails. The current average trail OCI is 75.9. The City’s goal is to maintain an overall average trail OCI of 70. Mr. Howley also presented a slide of a map showing the 5-year CIP for trails, which is the same as for streets. Some trails are implemented as part of a street project. Trail maintenance funding comes from the Transportation Infrastructure Management (TIM) fund, unless the trail is part of a street improvement project. The amount budgeted for 2023 is $80,000. Our current CIP will not maintain average OCI of 70 for trails after 2025. It is estimated that $195,000 per year of additional funding is needed to maintain an average trail OCI of 70. TIM Fund revenues and expenditures were presented through 2032. Mr. Howley presented an aerial map of the north side of Lake Susan showing the newly constructed trail from the boat launch east to Great Plains Boulevard which cost $80,000. The Lake Ann Park Preserve project paved trails could be paid out of the TIM fund or as part of the project costs. Mr. Howley presented the following potential options: 1. Do nothing, maintaining the trails as planned at $80,000 annually with a decreasing OCI. 2. Increase the annual tax levy by an estimated $195,000 as a source of revenue for the TIM fund. 3. Shift trail maintenance or annual sealcoating work to the Pavement Management Program (PMP) Fund resulting in a 13% reduction in mileage to street improvements. The City Council discussed trail material options, i.e., gravel, other than bituminous and the associated costs, what the costs would be if OCI levels on the trails were lowered, the potential increase in oil prices, recognizing the need to maintain our trail assets but also prioritize streets, maintaining safe and usable trails, and funding options used by other cities. 38 City Council Work Session Minutes – October 10, 2022 3 DISCUSS TEMPORARILY PROHIBITING MANUFACTURING AND DISTRIBUTION FACILITIES FOR MEDICAL CANNABIS, AND THC PRODUCTS AND INTOXICATING CANNABINOIDS Community Development Director Kate Aanenson provided an update on why a moratorium ordinance is being considered on tonight’s City Council agenda, including appropriate locations, and determining zoning regulations and regulatory rules and enforcement. City Manager Laurie Hokkanen reminded Council that this item was discussed at the August 8, 2022 City Council work session and the plan at that time was to monitor what was going on in other cities and inquiries we received. Since then, many of our neighboring cities have adopted moratoriums. The City has also seen a significant increase in interest in opening both medical marijuana retail distribution points and THC retail stores. A moratorium would allow us to communicate that we are in the process of considering zoning regulations, rules, and enforcement. Ms. Hokkanen reviewed the City of Edina’s moratorium process. The City Council discussed the number of potential THC vendors in the City, current lack of compliance checks, required zoning, reasons for and goals of implementing a moratorium, volume of interest in sales, dispensary versus tobacco store, and what existing stores are grandfathered in. FUTURE WORK SESSION SCHEDULE Date Item October 24 Speed Limit Discussion Discuss Staffing Study City Council Roundtable November 14 Canvass Election Results General Fund & Property Supported Funds CIP, Debt & Utility Rate Study Discussion Financial Policy Discussion November 28 CIP, Debt & Utility Rate Study Discussion (if needed) Civic Campus Update Tree Policy Discussion The work session adjourned at 6:46 p.m. Submitted by Laurie Hokkanen City Manager Prepared by Kim Meuwissen City Clerk 39 CHANHASSEN CITY COUNCIL REGULAR MEETING MINUTES OCTOBER 10, 2022 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 Campion, Councilwoman Rehm, and Councilman McDonald. COUNCIL MEMBERS ABSENT:Councilwoman Schubert. STAFF PRESENT: Laurie Hokkanen, City Manager; Matt Unmacht, Assistant City Manager; Charlie Howley, City Engineer/Public Works Director; Kate Aanenson, Community Development Director; Jerry Ruegemer, Park & Recreation Director; Ari Lyksett, Communications Manager; Andrea McDowell Poehler, City Attorney; and Kim Meuwissen, City Clerk. PUBLIC PRESENT: Tom Madden 19260 Lake Avenue, Deephaven, MN 55391 PUBLIC ANNOUNCEMENTS: None. CONSENT AGENDA: Councilman McDonald moved, Councilman Campion seconded that the City Council approve the following consent agenda items pursuant to the City Manager’s recommendations: 1. Approve City Council Minutes dated September 26, 2022 2. Receive Park & Recreation Commission Minutes dated August 23, 2022 3. Approve Claims Paid dated October 10, 2022 4.Resolution 2022-73:Support Carver County Southwest Regional Trail Master Plan 5. Approve Professional Services Agreement with Ehlers, Inc. for a Utility Rate Study Update 6. Approve Agreement with Dakota Retail LLC for Lot 1, Block 1, Dakota Retail (southwest corner of Highway 5 and Dakota Avenue) All voted in favor and the motion carried unanimously with a vote of 4 to 0. 40 City Council Minutes – October 10, 2022 2 VISITOR PRESENTATIONS. Tom Madden is a vape store owner in Chanhassen. He has been in Minnetonka for nine years and has spent that time helping the City of Minnetonka learn the products that have changed through vaping, he sat down with the City Council and helped with the e-liquid process, CBD, gummies, and he presented a packet for the City of Chanhassen. The packet outlines how the State got where it is, that one must be 21 to enter his store, he has a machine that can read over 100,000 fake ID’s, and he has worked closely with Minnetonka and Chaska police. Mr. Madden stated it all started with the 2018 Hemp Farm Act on a federal level; in 2020 all 50 states copied that bill which allowed them to sell hemp-derived products with .3 THC or less. In Minnesota, it was described as a clerical error which left off the .3 THC, and he noted a woman in Brainerd was pulled over, tested positive for a THC gummy she had just purchased at a vape store, the Sheriff said it was illegal, and the case went to the Supreme Court of Minnesota. The Court told Minnesota to update their law to reflect the rest of the nation which is what they did the past July. He spoke about the Hemp Farm Bill, noting he started his company in 2013 because his wife was a smoker and he purchased an e-cigarette to help her quit smoking which worked great. He stated the mission of the company is helping people live healthier lives. PUBLIC HEARINGS 1. Resolution 2022-74: Approve Vacation of a Portion of Public Right-of-Way (Alley) Abutting 7701 Frontier Trail Assistant City Manager Howley gave a presentation showing the project on screen and noting the public right-of-way was dedicated on the recorded plat for the St. Hubertus subdivision from 1887. Originally intended for an alley, the City has never required alleys and they have never been used. He noted the City will retain a public drainage and utility easement but there are no underground utilities such as water or sewer. Staff recommends approval of the request. Mayor Ryan opened the public hearing. There were no public comments. Mayor Ryan closed the public hearing. Councilman McDonald moved, Councilwoman Rehm seconded that the Chanhassen City Council adopt a Resolution approving the vacation of portions of the public right-of-way or alley abutting Lot 10 and the west 10 feet of Lot 9, Block 4, St. Hubertus, according to the recorded plat thereof, Carver County, Minnesota. All voted in favor and the motion carried unanimously with a vote of 4 to 0. GENERAL BUSINESS 1. ITEM POSTPONED: 581 Fox Hill Drive: Request for Approval of Preliminary Plat with Variances 41 City Council Minutes – October 10, 2022 3 2. Ordinance 698: Amend City Code Chapter 1, General Provisions, and Chapter 20 Zoning, Concerning Short-Term Rentals Community Development Director Aanenson gave a presentation noting a public hearing was held at the Planning Commission on September 6, 2022 and went back for a second meeting on September 20, 2022. The City has looked at this issue several times over the last four years and with a recent increase in complaints the City has revisited the issue. The most common concerns are properties used as party houses causing parking and noise complaints for surrounding homes. She explained the Ordinance as proposed and shared about the license requirement including 24/7 contact information, maximum occupancy, and maximum parking which could be requested higher on larger lots with greater capacity. Ms. Aanenson spoke about a Good Neighbor brochure, adequate waste receptacles, as well as violations and enforcements on the rental properties. She noted at the first public hearing at the Planning Commission, residents discussed standards they thought were too rigid and did not take into account unique circumstances. Residents also expressed concerns about dogs, daytime parking, and property upkeep. The Commissioners directed Staff to amend the Ordinance to allow exceptions, remove daytime guest limits, clarify how children are treated, and clarify intent of the right to inspect provision. At the second Planning Commission meeting, there were still concerns regarding proposed fence and dog leashing requirements, daytime parking limits, and how neighbors would become aware of permits, the appeal process, and complaint number. Ms. Aanenson clarified major changes from the original proposal including children not counting towards the occupancy limit, allowing Staff to approve higher occupancy or parking limits, clarifying inspection permission is only for exterior property areas, removing repetition of nuisance provisions, removing daytime visitor limits, clarifying hours for overnight parking, and providing an appeal mechanism. Ms. Aanenson noted a request for exempting A-2 properties which Staff cannot support because large properties do not necessarily equal low impact. She noted at the end of the year when they work on the fee schedule Staff will recommend a fee for the license itself and the outside vendor the City will utilize to help with complaints. Staff recommends adoption of the ordinance. Councilman McDonald’s concern is on the lack of numbers for daytime parking. How does the City handle that with neighbors unable to get in and out of their driveways? He does not believe nuisance ordinances will work because they have not worked in the past. Ms. Aanenson noted the attributes are unique for each property and the City will look at each one individually, for example if it is a 2.5-acre lot with a 200-foot driveway they can have more capacity, which would be established when they come in for their license. If it is a private drive with shared parking, they would be limited even in daytime capacity which would be part of the licensing requirement. Mayor Ryan noted page 2B says “a property own may request” and she thinks it should say “a property owner may request.” Regarding allowing Staff to look at things and make a 42 City Council Minutes – October 10, 2022 4 determination, she noted a concern by a resident about how that is applied and consistency as City Council, Commissions, and Staff changes. She asked how they can keep the licensing fair. Ms. Aanenson replied the intent of the ordinance is to have a one-year cycle and report back to the City Council on how it is working. If there is concern about the interpretation or how Staff is addressing it, they usually go to the City Attorney to look at fine tuning things. It is Staff’s intent to treat everyone equally; however, there is a bit of nuance in each property. They do want to make sure they are consistent in how one gets a license, how enforcement works, and compliance. Mayor Ryan agrees with coming back after a year and evaluating the process, as well as the outcomes for some properties with consistent challenges. City Manager Hokkanen clarified daytime parking, noting a requirement that at no time may a vehicle be parked in a way that would obstruct access to neighboring residents, the public right- of-way, or emergency vehicle access. If the Council’s intention is to regulate the number of vehicles during the day, that was in the initial draft and the Planning Commission asked that it be removed. Councilman McDonald asked if the City can enforce this. Ms. Hokkanen replied in the affirmative, violating that particular point in the ordinance would constitute a strike in terms of the rental license. Councilman McDonald asked if they can give out tickets based on violation of the ordinance if someone calls the Sheriff. Ms. Aanenson replied in the negative, and noted that would be a strike against the operator. If one gets three strikes, they could lose their license to rent the property. She noted it would go to the operator that people are blocking the street. Councilman McDonald noted it is the neighbors and the fact that people do not respect other peoples’ property and what they do for a living. He has read emails where one calls VRBO or Airbnb and the owners are in California and nothing gets done. He wants to make sure within the ordinance there is a way to take immediate action for the neighbors. He noted the example of a on-call nurse who could not get out of her driveway to get to work. He asked what has been done to address those situations. Attorney McDowell Poehler believes the City must have ordinances (most cities do) that would provide for removal of a vehicle if it is blocking a driveway. Ms. Hokkanen clarified the specific complaint Councilman McDonald is referencing comes from a shared private driveway where the City’s ability to provide enforcement is unique and limited. 43 City Council Minutes – October 10, 2022 5 She noted the idea behind short-term rental licensing is to motivate the property owner to be more involved and receptive to complaints. She does not know that this ordinance gives an immediate resolution to that issue but if a serious strike is incurred, the City could revoke the license. The owner should have an interest in eliminating those situations as quickly as possible due to the three-strike system. Councilman McDonald is willing to give it a try but agrees with bringing it back to the Council after one year for review of complaints, and looking at improvements. Mayor Ryan asked if anything is egregious can it be addressed immediately versus waiting for three strikes. Ms. Hokkanen shared Item E of the ordinance where the language says the license may be revoked after a single violation if the violation is not immediately corrected pursuant to a notice of violation. It does provide for an appeal process that comes before the City Council. Councilman Campion moved, Councilwoman Rehm seconded that the Chanhassen City Council adopt an Ordinance amending Chapter 1, General Provisions, and Chapter 20 Zoning, concerning short-term rentals, and establishing licensing and regulations for operating short-term rentals; and approve the Summary Ordinance for Publication. All voted in favor and the motion carried unanimously with a vote of 4 to 0. 3. Ordinance 699: Temporarily Prohibiting Medical Cannabis Manufacturing and Distribution Facilities; and Ordinance 700: Temporarily Prohibiting the Manufacture, Testing, Distribution, and Sale of Cannabinoids Community Development Director Aanenson stated Staff wants to look at zoning and regulation for the uses of medical cannabis manufacturing and distribution facilities and the sale of cannabinoids. They want to take their time to look at these things and are looking for the Council’s approval for a moratorium on both issues while studying the issue. Mayor Ryan noted the City has discussed the item in Work Sessions. Councilman McDonald stated he is opposed to this. As he understands it, there is nothing this ordinance allows that they cannot currently do. He is not in favor of prohibiting legal businesses and thinks current zoning laws would handle any problems they may have. The City can continue to do the studies without this ordinance and he feels it is not necessary. Councilman Campion asked how this would affect existing businesses that may be selling cannabinoids. 44 City Council Minutes – October 10, 2022 6 Ms. Aanenson stated if someone is currently operating those in the City of Chanhassen legally, they may continue to do that and would not be included in the moratorium because they are existing. Mayor Ryan asked how many stores currently sell cannabinoids. Ms. Aanenson replied potentially three that the City is aware of. Mayor Ryan asked for a summary of what other cities are doing. Ms. Aanenson replied regarding medical marijuana some cities are requesting those be in office/industrial districts. Regarding other cannabinoids the City does not have business license requirements so they want to make sure the businesses are following all the rules and guaranteeing people are 21 and older. She stated part of the issue is if other cities do have rules and Chanhassen does not, the City may be an easier place for these businesses to come in. Staff wants to make sure they have standards in place on how to regulate, how products are stored, and access to the products. Councilwoman Rehm is in favor of the moratorium, they are being given up to a year to study how this will affect the City and other cities, noting many other cities have adopted a similar moratorium. Edina recently completed a study and they are implementing an ordinance that would reinforce the State law prohibiting THC sales to people under age 21, no vending machine sales, no sales out of a movable business, and more. She thinks it would be very prudent for the City to do this wisely. Mayor Ryan will vote in favor of the ordinance and appreciates Mr. Madden coming to the Work Session and Council Meeting tonight. She thinks there is still work to be done including working with the Sheriff, looking at zoning and locations, and understanding regulations. They only have one chance to get it right and she wants to make sure it is right. Councilman Campion moved, Councilwoman Rehm seconded that the Chanhassen City Council adopt the following Ordinances: An interim Ordinance temporarily prohibiting medical cannabis manufacturing and distribution facilities; and an interim Ordinance temporarily prohibiting the manufacture, testing, distribution, and sale of Cannabinoids. All voted in favor and the motion carried with a vote of 3 to 1, with Councilman McDonald voting against. COUNCIL PRESENTATIONS Mayor Ryan spent time at Bluff Creek Elementary in a third-grade classroom who asked if the City Council wants to have pajama day. She asked the Councilmembers to let Ms. Hokkanen know. She noted it was a great class and they were learning about Student Council elections and government. 45 City Council Minutes – October 10, 2022 7 ADMINISTRATIVE PRESENTATIONS 1. Traffic Control Improvements at Great Plains Boulevard and West 79th Street Ms. Hokkanen noted included in the packet is the sign and striping plan that will be put in place at the above intersection. Mayor Ryan thanked the Engineering Department and Traffic Safety Committee, noting it is an intersection the Council hears a lot about from residents. CORRESPONDENCE DISCUSSION 1. Minnesota Pollution Control Agency Memo dated September 23, 2022 - Environmental Review for Wastewater Treatment Plant Improvements 2. 2022 Building Permit Activity Councilman McDonald moved, Councilman Campion seconded to adjourn the meeting. All voted in favor and the motion carried unanimously with a vote of 4 to 0. The City Council meeting was adjourned at 7:53 p.m. Submitted by Laurie Hokkanen City Manager Prepared by Kim Meuwissen City Clerk 46 City Council Item October 24, 2022 Item Receive Planning Commission Minutes dated September 20, 2022 File No.Item No: D.2 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 September 20, 2022." Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS 47 Planning Commission Minutes dated September 20, 2022 48 CHANHASSEN PLANNING COMMISSION REGULAR MEETING MINUTES SEPTEMBER 20, 2022 CALL TO ORDER: Chairman von Oven called the meeting to order at 7:00 p.m. MEMBERS PRESENT: Eric Noyes, Mark von Oven, Perry Schwartz, Ryan Soller, Edward Goff, Kelsey Alto. MEMBERS ABSENT: Erik Johnson. STAFF PRESENT: Sharmeen Al-Jaff, Senior Planner, Kate Aanenson, Community Development Director; MacKenzie Young-Walters, Associate Planner; Erik Henricksen, Project Engineer, Joe Seidl, Water Resources Engineer, Jill Sinclair, Environmental Resource Specialist. PUBLIC PRESENT: Maria and Andy Awes 581 Fox Hill Drive David Bieker Denali Custom Homes Seth Loken Alliant Engineering Francesca Landon 620 Fox Hill Drive Paige Will 581 Big Woods Boulevard Deeann Hale 600 Fox Hill Drive Ella Hale 600 Fox Hill Drive Gary Renneke 3607 Red Cedar Point Road Jada Sanders 3609 Red Cedar Point Road Dave Bloomquist 8800 Powers Boulevard Mark Bliss 7333 Hazeltine Boulevard PUBLIC HEARINGS: 1. 581 FOX HILL DRIVE: RECONSIDER A REQUEST FOR APPROVAL FOR SUBDIVISION OF 2.47 ACRES INTO FOUR LOTS AND ONE OUTLOT WITH VARIANCES Senior Planner Al-Jaff gave a presentation on the item, noting the application is for a subdivision of 2.47 acres into four lots and one outlot and a 50-foot right-of-way variance where the City requires 60 feet. The Planning Commission reviewed and tabled action on this item on July 19, 2022 with direction for the Applicant to reduce tree removal on the site. The four lots meet the minimum requirements for lot area, depth, and width of the single-family residential district. Engineer Henricksen spoke about staff’s recommendation for the dedication of right-of-way to meet the surrounding neighborhood at 50 feet, which is the reason for the variance. Based on comments received, he wants to clarify right-of-way versus roads: right-of-way is an easement 49 Planning Commission Minutes – September 20, 2022 2 area but is not the actual street width itself. The updated materials from the Applicant addressed all right-of-way dedication on the resubmittal. Mr. Henricksen spoke about the history of the development, street connectivity, and the 50-foot right-of-way easement. Water Resources Engineer Seidl spoke about the proposed drainage design which largely maintains existing drainage patterns on the lot with stormwater routed to an existing wetland that naturally overflows onto the public roadway and across Carver Beach Road where it is captured by public infrastructure and routed to downstream BMPs and then to Lotus Lake. He noted there will be four underground infiltration BMPs to treat and discharge the stormwater. Environmental Resource Specialist Sinclair noted this is a heavily wooded site with 95% canopy coverage and is a mix of red oak and sugar maple. For low-density residential City Code requires a minimum of 55% coverage be maintained after development. The Applicant is proposing to have a 38% coverage after development which is allowed by Code. When a developer goes below the minimum amount required they take a penalty of 1.2 times the difference between the required minimum and proposed minimum. When that calculation is done it is divided by standard square footage for a tree which is 1,089 square feet. The developer is going below the minimum required but is replanting trees and by replanting those trees they bring the minimum required back up to 55% according to the City’s calculations. The Applicant was asked to find ways to preserve more trees and saved canopy cover on Lot 2 by moving one BMP underground and Lots 1-3 have tried to minimize tree removal as much as possible. Ms. Sinclair spoke about a proposed conservation easement area on the property to protect trees. Ms. Al-Jaff spoke about parks serving the site and noted the Commission has the option to receive additional comments from the public. Staff recommends approval of the application, noting it meets all requirements of the subdivision and zoning Ordinance regulations. The variance for right-of-way was directed by staff to reduce the amount of overall grading and remain consistent with characteristics of Carver Beach. Commissioner Alto asked why there is a need for the road to go through the middle of those lots. Engineer Henricksen showed a slide on screen demonstrating the lack of connectivity for emergency services in the area, as they do not have a redundant way to get to residents along the corridor if there was an emergency. He noted they usually want redundancy in case there was a failure or a tree down blocking a road. Fire and Emergency services plans for the worst and since 2005 it was recognized that having a street here would provide a redundant access. Commissioner Schwartz asked Ms. Sinclair about the conservation easement bleeding over onto Lot 2 and Lot 3, which would be private property, and asked over time how do they protect that conservation easement from future owners. He asked if there will be some markings, a fence, or something to identify the space. Ms. Sinclair replied in the affirmative noting in the past the City has required developers to put up signs saying it is a conservation easement, it is also on building permit surveys, copies are sent to homeowners, and many times in neighborhoods that legacy is also verbally passed on. 50 Planning Commission Minutes – September 20, 2022 3 Chair von Oven asked about trees and whether someone could raze the entire site and plant their way back to the minimum. Ms. Sinclair noted technically in a subdivision one could. If a property starts under the minimum, such as a two-acre lot with a couple of trees in the middle which were cut down, they essentially clear-cut the lot. Therefore yes, one could go all the way to the bottom and work their way up. Commissioner Schwartz asked about the minimum caliper inch for the replacement tree. Ms. Sinclair noted it is 2.5 inches diameter. Commissioner Soller asked about the redundancy of the road and asked, until the physical street could be built, what is the point of the right-of-way. Engineer Henricksen noted if the City does not secure the right-of-way easement at the time there is no opportunity to have it; it is baked into the subdivision. If it was stricken from this application there is a 99% chance the City would never obtain that to meet a future connection. Maria and Andy Awes, Applicants, purchased this lot hoping to build their dream home. They have invested a lot of time and energy into making this a perfect place and noted they very much love the trees, and even tapped maple trees this year. They have done everything they possibly can to save as many trees as feasible and Ms. Awes walked the woods with Ms. Sinclair and thinks there can be some benefits to planting some new generation growth and planting new trees for the future. She noted if the road was not there they could increase the tree canopy by 8% and it is difficult because they are a couple with a small subdivision and they are being asked to build a road, pay for the road which is very expensive, and they are trying to do their very best to please everyone in this situation. They are trying to navigate all of this as best as possible and have worked very hard to try to get to this point. Mr. Awes knows there are concerns in the neighborhood about the number of trees and he wishes there was a way to save more trees and noted not requiring that road is a way to save more trees. He noted there is no redundancy now, there will not be a redundancy after they build it, and there may never be. He would still be willing to give the right-of-way if they did not have the requirement that they must cut down trees and lay asphalt now. Ms. Awes said many factors go into this and there were utilities stubbed for four properties before they even got to this point. The parcel is longer than the opposite side of Fox Hill with fewer homes, and a dedicated wetland and conservation area. They are trying to do their very best. Commissioner Schwartz said assuming they could get fair market value for the property, would the Applicants consider selling it to the County, the City, the nature conservancy or another organization that would preserve 100% of the canopy. Ms. Awes thinks there are a lot of factors as there are other people who want to live there and have been planning for that. 51 Planning Commission Minutes – September 20, 2022 4 Mr. Awes noted there is also the question of all the time and money they have already put in at this point. He stated they also want to live there. He spoke about three lots versus four lots and feasibility of making things work and noted at that point they may not have a choice but to consider that option. David Bieker, Denali Custom Homes, would like to answer some questions from the letter turned in by homeowners south of the property. The type of homes to be built will be 1.5 stories or 1 story and he showed examples on screen noting if another developer came in they may put in two stories to maximize what they can get out of the properties; that is not what the clients are requesting. He shared lot sizes of .66 acres, .34 acres, .52 acres, and .41 acres, noting most are significantly larger than 1/3 acre lots. Regarding water runoff, they have been working with Alliant and they do not want to impact anyone outside of the property they are working on. Regarding the road, none of them want the road, everyone is willing to give the right-of-way, everyone loves the trees, and it could potentially be a very long time until that road is of any use to anyone. He understands the economics of asking for a road to be built now as it will cost more in the future, however they do not know how long that will be. He hopes the Commissioners will consider this project and noted the Applicants own the property, they have a right to develop the property, have met all the requirements with a small variance for a road they do not want or need, and they will replace the trees. He spoke about tree counts versus canopies and noted the percentage differences. Commissioner Schwartz noted the road is for safety purposes and assuming the road was not built and a fire occurred or someone had a heart attack, who would Mr. Bieker hold to account that an emergency vehicle could not get to the property in time to save a house or save a life. Mr. Bieker would answer that by saying when the road is able to go through all three properties (two other property owners have to decide to develop and decide to give up part of their land) but until those two properties do anything, whether the road is there or not does not affect anyone’s safety. They will not have the redundancy they are looking for. To him, it would make more sense to dedicate the area, make it available for the future, have money escrowed for that road to be built sometime in the future, but not to build a road until they can actually build it all the way through as it is not helping anyone at this point. Commissioner Schwartz asked Engineer Henricksen if it is possible to escrow money based on the engineering estimate for the cost of the road plus 5-10 years out, accounting for inflation, so instead of dumping $45,000 for what the road will cost today they would require $60,000 or $75,000 and if it only costs $70,000 they would get back $5,000. Mr. Henricksen has not seen that occur within the City and historically he has not seen an attempt to try to estimate a timeline of when a street might go through. The practice of constructing a street prior to connectivity happening is not extraordinary as there are multiple examples within the City where street connections are stubbed and extended to the property line to facilitate future development. It has been common practice for many years. 52 Planning Commission Minutes – September 20, 2022 5 Seth Loken, Alliant Engineering, asked to address the concern about the wetland by a citizen, he noted most of the perimeter of the wetland is at elevation of 949’ and the EOF for the wetland at existing occurs at a 949.45’ allowing for runoff to occur almost immediately. There is not a lot of ponding depth in this wetland and the elevations on the south side are 956’, 954, 952’ so in order for it to flood up and go to the property on the south it would have to flood up six feet. They will continue to work with City Staff to improve the condition of the road overland. He shared that they proposed to move the stub road to the east to allow for maximum tree savings noting if they keep the red line shown on screen there is a 25 foot wetland buffer, 30 foot wetland setback, and a 30 foot front setback which more or less makes that lot undevelopable. He also noted looking at trees from a caliper-inch perspective versus tree canopies, they are more in the range of 45% tree savings versus the 38% canopy cover with the road. Chairman von Oven opened the public hearing. He stated to the public, if they have already made a comment at a previous meeting, the Commissioners have pored over the notes from the last meeting, and if they have comments on new information or on the changes he would like to hear those. Paige Will has been friends with Andy and Maria for 17-18 years, they are wonderful people, wonderful neighbors, and she has no doubt that they will do an amazing job if they are allowed to go forward with this development. That said, living on Big Woods Boulevard, Ms. Will has concerns about the road. She noted they enjoy living on a quiet cul-de-sac, there are lots of kids there, it is a neighborhood without sidewalks, very narrow roads, and she thinks in putting that road in, it does not make sense to do it prematurely. She noted if they are willing to put it in paperwork and put it in escrow it makes sense to do that because it does not make sense to add more pavement to the neighborhood, dig up more of the neighborhood, and most of the people in this room are very passionate about the neighborhood. Ms. Will stated she lives on a conservation easement and takes that very seriously, however she does not think it makes sense to put the road in right now. Francesca Landon is happy to hear that nobody wants the road. She knows that both of the people that live along the lake are not interested in a road, either and asked for clarification regarding the road, when they say “when those roads are developed” does that mean physically developed or when there is change of ownership? Mr. Henricksen clarified that means the property owner (current or future) would have to come to the City and go through the development review process to subdivide. It would have to be a willing property owner who wants to subdivide their property. Ms. Landon spoke about drainage and pointed out on the slide shown as the water comes down by the fire hydrant, the drainage systems are a little above the “G” shown on screen. She has concerns about the water flowing to the bottom of the street and flooding that area. She is also deeply concerned about trees only going from 35% to only 38% and was hoping for a better solution. Deeann Hale, 600 Fox Hill Drive, was talking to the owner of the property that Ms. Landon was just speaking about and if they get a good rain it comes down his gravel driveway and goes into 53 Planning Commission Minutes – September 20, 2022 6 his backyard which has been flooded. The owner was concerned and unfortunately could not be here tonight but asked her to please share about the runoff because that will be a problem. He also spoke about the lift station noting when they put in Big Woods there was a problem with it and they had sewer drainage into Lotus Lake. Ms. Hale’s disappointment is that the City told them to come back with 55% tree coverage and they came back with 36% with a planting of 19 trees that are 2.5 inches. She thinks the Commissioners have received information from someone who belongs to the Sierra Club and she and her husband went out to measure the diameter of many of the trees, and many are well over 100 years old encroaching in to 200 years. The increase of trees on the plot shows most of the increase around the conservation area which is not where most of the legacy trees are. She wishes the owner would try to preserve some of those, although she knows in building a home one does have to take down trees, she thinks they need to pay special attention to some of the trees that are old and beautiful. Ms. Hale asked about the rest of the people who live on the lake? What happened to being neighborly and talking to a neighbor about this? She would be very upset if she lived on the lake and it affected her possibility of getting as much as she can when she retires and moves away. In cutting away some of her land, what is she to do? From what Ms. Hale understood from the woman who sold to the owners, they were going to be good stewards of the land and try to preserve as much as they can but she is not hearing that. Commissioner Noyes asked about the neighbor with flooding concerns. Is he asking that the problem is fixed, is he more concerned that it will be made worse, or is he trying to bring attention because it needs to be looked at? Ms. Hale replied he was concerned that it would make it worse for him. Ms. Awes noted the tree percentage was actually 38% and 3% may seem like a small amount to some people, but she noted they have tried to work with every single thing they could relating to the Watershed District requirements, and all the other requirements to get to that percentage. She noted they are sort of hamstrung with the road and stated there is nothing they can do about that big piece. It is a little disturbing for Ms. Awes to hear that someone trespassed on their property to measure the size of trees and noted that is an issue for her. They really just want to be good neighbors for everyone and she wants to restate that it was recommended for approval before, the Applicants have done even more, it has been recommended again, and they are trying so hard here. Ella Hale stated when the house was sold, Bob’s widow had the art sale and she bought his father’s life story that he used a typewriter to write it on. She read part of it and assures the Commission that this was never supposed to happen or be developed like this. A lot of these trees are sugar maples which is what the town is named after. If they destroy the trees they will never see them again in their lifetime. When the Applicants bought the property they said they were trying to conserve it and she had turned down other offers from people trying to develop the land because she did not want the whole place to get pimped out like it is now. She cannot explain why one would put four homes on such a small plot and then pimp it out to all their friends to make it cheap for everyone. She stated the owners plead their case to the Commissioners but they should really “be talking to us because you are going to have to live among us and you are not welcome here.” She noted they are threatening her home and it is just 54 Planning Commission Minutes – September 20, 2022 7 sad with all the trees and animals that will be displaced, she noted every year they have a family of deer, turkeys, fox, and many animals and now that place will not be special and will not be a home anymore. She asked how they can call it Lotus Woods when there will not be any trees at all, she wishes the Commissioners could look at this and see that maybe this is not the right thing. If the owners really wanted to conserve they would just build a lake house and then sell the rest to conserve it. Mr. Awes clarified they were never misleading anyone about their intentions regarding the property. In the marketing materials, the previous owner put forth that this land was a potential for subdivision, it was in the real estate materials and she knew very well what their intentions were when they purchased. Ms. Will spoke about tree conservation noting trees have died on her property and Ms. Sinclair came out to her property and they had a great discussion. She learned that sometimes by taking out an old dead tree that is not thriving they can help some other trees thrive and open up sunlight. When she walks through the neighborhood she observes a lot of trees in the area that are going down and noted Texas Governor Abbott is paralyzed because a tree fell on him many years ago. She worries about the old trees in the neighborhood that are coming down naturally and she thinks there is an obsession with saving the trees but there is some natural tree loss on a regular basis in that neighborhood. Ms. Will thinks this is good to consider when talking about trees, replanting and taking some out will potentially make some of them grow. She noted there are plenty of saplings all over and she does not think they have to worry about trees replicating themselves there. Chairman von Oven closed the public hearing. Chair von Oven asked if developers are in any way required to provide a conservation easement. He asked if that was a requirement or a choice. Ms. Sinclair replied there is nothing in the City Code that requires a conservation easement. They usually come about between City Staff recommending it because there is a desirable, healthy stand of trees. Sometimes the developer offers it because they know they can protect the trees and it helps their overall canopy cover. She noted it is not required. Commissioner Schwartz acknowledged that the Applicant have increased the canopy, even by 3%, is a lot. In his perspective it is not nearly enough, however they are in compliance and so everyone in the room understands if a property owner is in compliance there is little if nothing the Planning Commission or City Council can do to prevent the property owner from doing what they want on their property. If there is someone to point the finger to in his perspective it is the City of Chanhassen for not requiring a greater amount of trees to be preserved on a piece of property. He noted once those trees are gone they are gone forever and the nature of that neighborhood will be significantly changed. That said, Commissioner Schwartz is sure these Applicants will do the very best job to build on their property the nicest homes they can and make it a pleasant thing. 55 Planning Commission Minutes – September 20, 2022 8 Commissioner Soller wants to talk about a main point in a letter received on September 16, 2022 speaking about the impact of the right-of-way on the potential future value of their properties, especially if taking the yellow route rather than the red route on screen. He noted it really does seem that they are cutting into that property’s future value in terms of the size of the lot between the right-of-way and the lake. He asked if the City gives consideration to potential negative impacts to that property owner. Chair von Oven said if he refers to the property just south of Fox Hill as “property 2” the dotted lines are considered a ghost plat, meaning that right-of-way never exists if the owner of property 2 never decides to subdivide their property. If and when the owner of property 2 decides to subdivide they come before this Commission in the same way that Fox Hill Drive is coming before them tonight and they will have a very similar discussion about where and how the right- of-way should go. Should they never decide to subdivide, this road never actually exists, therefore the effect on their property from a value standpoint is if and when they decide to sell it they are probably required to disclose the ghost plats. Ms. Al-Jaff replied typically if one can demonstrate these parcels have the potential for further subdivision that could be an added value. Mr. Bieker noted one opinion and stated the top of the subdivision shown on screen where the yellow is, they are building a dream house so there is plenty of room to the east to build a nice house. If it was red they are getting into the wetlands and by moving it to the east it is giving a bit more room if they did want to subdivide. Commissioner Noyes does not want to see big trees cut down, however in his role as a Planning Commissioner he does not get to make the judgment as to what is desirable or undesirable. He thinks big trees are more desirable but this plan is within what is allowed by City Ordinance. He appreciates what the neighbors want and has empathy for them, however when one buys a property like this they also get the right to develop it. This is one of the things that is great about the City of Chanhassen, they allow people to develop their properties. From what he has heard tonight the Applicants have a thoughtful plan and are trying to be good neighbors and take into account everyone’s input. The fact that there is a conservation easement shows that these trees are front of mind for the Applicants and that is a good thing. Is Commissioner Noyes impressed with 38%? No, but he has seen the property and understands the limitations. He thinks the whole road thing is ugly, it is a beautiful property and having the road go through is ugly but his opinion is that it is never going to go through because the owners of the other lots get to determine if the road ever goes through. If they do not like it, they say they will not subdivide, but if they decide to subdivide they will probably be happy that they can at least push towards having a road go through. Commissioner Noyes noted a comment from someone about one developer’s plan and the effect on the value of their property, he understands that but the reverse is also true. Their opinions are affecting the owners of another property here because they do not want the development and it is a two-way street. Commissioner Goff asked about the road and what happened in the Lotus Woods subdivision because it looks like they have a skirt and a stub. He asked if the water is underneath or not. 56 Planning Commission Minutes – September 20, 2022 9 Mr. Henricksen replied the water main was extended to the property line. There is a temporary hydrant there. There is also sanitary sewer. Commissioner Goff noted the homeowner used that stub as their driveway. Mr. Henricksen replied in the affirmative, their driveway is accessed through there. In the Lotus Woods subdivision they showed a grading concept that ensured when the road went through they would have an adequate connection with their driveway. Commissioner Goff asked if, instead of putting the road in, could they just put a skirt and a stub on the Fox Hill subdivision. Mr. Henricksen replied they could construct a temporary intersection to indicate a future road connection. He noted the reason Lotus Woods did not extend the street was due to grades and the ability to extend the street and not encroach onto surrounding properties. Commissioner Goff agreed if those two homeowners never decide to subdivide this may never happen. He asked why they want a road to nowhere? It would be suggestion to just put a stub in and he is trying to see if they can minimize. Mr. Henricksen noted municipal services usually get extended. With streets there is a practice where if it is not reasonable to have the street stub extended to the property line it is escrowed similar to Lotus Woods. He defers to past comments and the staff report regarding impacts and complications. Chair von Oven asked if the property he previously referred to as “property 2” was before the Commission tonight, would the City be asking the property owner to build a small street that ends on both sides of the property? Mr. Henricksen would defer to fellow staff members but noted that could be deemed a premature subdivision because they would not have adequate access to the extension of the public street. Chair von Oven noted these two properties might run into barriers to subdivide because the outside properties had not subdivided yet and done the work they are trying to do tonight. Ms. Al-Jaff replied that is correct. Mr. Henricksen noted precedence was probably set with the Eidsness metes and bounds subdivision which then granted the easement and set in motion the idea of the planned development. Ms. Al-Jaff stated they extended utilities, as well. Commissioner Schwartz is curious about how the Fire Chief, Sherriff, and EMTs would weigh in on the value of this road from a health and safety perspective. He gets that the road is ugly and is a road to nowhere right now. His understanding is that neighborhoods need redundant access 57 Planning Commission Minutes – September 20, 2022 10 because if access is limited to one way in and one way out, in the event of an unpredictable catastrophe, it seems that the City is being thoughtful and reasonable in wanting to ensure the health and safety of residents by requiring redundant access. He is struggling to understand why there is objection. Chair von Oven does not think anyone here is objecting to, if all four of these properties were to subdivide, that they need a road cutting through for the health and safety of everyone. They are discussing that while the City may require the right-of-way in this property, do they actually have to build the road because the road serves no purpose until it is connected. The road is valuable if and when it exists but it can only exist if all four properties subdivide, come before this committee, and go through the process. Commissioner Schwartz asked Mr. Henricksen if it is correct that the only way this road will be built is if the other two properties south of Fox Hill Drive decide to subdivide. Mr. Henricksen replied 99.9% yes. There is always the ability for the City, if a right-of-way is in need (he noted the City does not practice this), to have right-of-way grabs where they can take the right-of-way and construct the street if there is a need. However, that is not a practice in the City of Chanhassen and he cannot recall on a local street scenario where that has happened. To answer the question, yes, it would require the subdivision of those lots to the south. Commissioner Schwartz said assuming the road was built through the Fox Hill Drive subdivision and stopped that short road would not allow redundant access because it would not connect with Big Woods Boulevard. Mr. Henricksen replied in the affirmative, the intent is to connect Fox Hill Drive with Big Woods Boulevard. Commissioner Soller acknowledged that this is not extraordinary and he has seen a ton of developments but many times these happen in corn fields and other places. He wants to continue to acknowledge the unique and special characteristics of the neighborhood. That being said, breaking this down, the recommendation on screen is the approval of the plat to subdivide, the variance of the 50-foot public right-of-way, and noted there is nothing in the recommendation referring to the actual construction of the road. He asked if it is in the purview of Planning Commission to add language to recommend against the construction of a road until it can go all the way through. Commissioner Alto thinks it is and that is her problem with the road itself, it is a waste of time, money, and resources for something that could possibly not happen. Why would they build and let something decay that may never connect which the City would then have to pay to fix, to then connect. She also has an issue with collecting $45,000 from someone and letting it sit in a City account potentially forever. What happens to that money if people never decide to subdivide? Why is the City collecting that when it does not impact those houses at all and does not impact their safety? Yes, getting the easement from the property owners is a recommendation; they should get it and leave the trees there. Commissioner Alto does not agree with the collection of the money, although if that is the way the City does it, if it is in the City Code that is fine, and if 58 Planning Commission Minutes – September 20, 2022 11 the Applicants just want to pay and be done to move on that is okay, also. That is her two-cents, she does not agree with either of those practices. Chair von Oven noted they can absolutely put language in the recommendation to the City Council who makes the final decision. He noted Commissioner Alto would just add that language to whatever she believes the right motion to be. When he read the packet and saw the number went from 35% to 38% he reflected on it and went through the notes, coming back to the realization that this committee, whether they were here or not the last time they adopted the City plan, is responsible as they are the ones that adopted it and said it is okay to go from whatever tree cover one is at down to completely nothing as long as they plant some. That said, he does not know that the Planning Commission has the right to tell a property owner that they do not like that number because built into the plan is a recourse for when they do not like that number. Chair von Oven is overly appreciative that they got to 38% and is sure it was no small feat. He likes 46% better and there is no route where he would say to forget about the right-of-way as it is not needed; however, the big question is: do they need to build it right now? He does not know what will happen at City Council and thinks the Planning Commission could come to an agreement such as securing the right-of-way but it does not need to be built, escrowing the money and there can be a special assessment in the future to pay for it, but he is very curious to see what City Council will do with it. He believes securing the right-of-way is the right plan but he does not think they must take that extra step now, and he thinks it is a nice way to exhibit that they do believe this is a different and exceptional place. It does not give them the right to take away rights from developers but it does give them the right to add language to say “can we treat this one a little bit differently.” He asked Ms. Aanenson if they can add language to the conditions of approval regarding the road. Ms. Aanenson replied in the affirmative. Chair von Oven clarified they can add language to the conditions of approval that get at the spirit of securing the right-of-way but not forcing the construction at this time. Commissioner Noyes would be much more comfortable with the Planning Commission making sure they have heavily noted their concern about building this road at this point in the process and making sure City Council is aware of that to take it under advisement that the Commission thinks it is a bad practice. He noted there may be other reasons why this may be considered and he does not think they should stop the project because of this road. He wants to save the trees and likes 46% also but does not feel he is in the position to write something that is technically accurate. He would rather make the City Council strongly aware of Commissioners’ position. Commissioner Alto agrees. She does not want it to go, and if the condition is not agreeable to City Council this comes to a stop. She noted if there is a way to not built right now or to evaluate the escrow portion as well, she would strongly advise City Council to reconsider the City building at this time. Ms. Aanenson suggested making the motion and then adding to that motion that the Planning Commission would like the City Council to consider Commissioner Noyes’ comments regarding the handling of the right-of-way. 59 Planning Commission Minutes – September 20, 2022 12 Chair von Oven asked if that would be part of the motion or separately. Ms. Aanenson replied it would be after they make the motion, they would add that the Planning Commission would also like the City Council to consider the following. Commissioner Schwartz wants to be sure the language is accurate and appropriate and asked if the City Attorney or staff needs to look at this further to get the exact language down. Chair von Oven noted this is a recommendation and ratification of whatever language happens at the City Council level. Commissioner Alto moved, Commissioner Soller seconded that the Chanhassen Planning Commission recommends approval of the preliminary plat to subdivide 2.47 acres into four lots and one outlot and a variance to allow a 50-foot public right-of-way (ROW) as shown in plans, received September 1, 2022, subject to the conditions of approval and adopts the Findings of Fact and Recommendation. The Planning Commission would like to note that they recommend City Council evaluate the requirement to build the stub/right-of-way at this time versus waiting until there is an actual need. All voted in favor and the motion carried unanimously with a vote of 6 to 0. 2. 3609 RED CEDAR POINT ROAD: CONSIDER A REQUEST FOR A SHORELAND SETBACK AND OTHER VARIANCES Associate Planner Young-Walters gave the staff report on the item, noting the Applicant is requesting a 22.3-foot shoreland setback variance to accommodate the construction of a single family home. If decided by less than a 3/4 majority of the Planning Commission the item will go before the City Council on October 10; if decided by 3/4 majority or higher and not appealed it will be decided in four days at the close of the appeal window. Mr. Young-Walters noted it is a riparian property, located on a peninsula with lakeshore on two sides, these properties have a 20,000 minimum lot area, 10-foot sideyard setbacks, 75-foot shoreland setback, 25% maximum lot cover, structures are limited to a 35-foot maximum height and are permitted one water- oriented accessory structure (WOAS) which can be set as close as 10 feet from the ordinary high water level (OHWL). This parcel is 16,501 square feet with 13.4% lot cover, a non-conforming 4.5-foot west sideyard setback, a non-conforming 65-foot south shoreland setback, a non- conforming 79-foot lot width, a private street bisects the property, and a portion of the northern lot is located within the floodplain. The Applicant proposes to demolish the existing home and build a new single-family home on the parcel, they will bring the non-conforming 4-foot sideyard setback into compliance, they feel the variance is similar to what has been previously granted in the area, and the building area is constrained by the two shoreland setbacks. Mr. Seidl noted findings that there is adequate room on the property to build a home that would meet all setback requirements. As such, Water Resources and Engineering cannot support the requested variance. He noted it would reduce the size of the home being proposed. He stated stormwater treatment in the area is deficient and there is a proposed project in the Capital Improvement Program that will invest public dollars into constructing public stormwater 60 Planning Commission Minutes – September 20, 2022 13 infrastructure in this area to provide more treatment. If the variance were approved Mr. Seidl would ask that the Planning Commission look into creating the natural shoreline buffer areas which have many benefits including filtering pollutants from stormwater, creating wildlife habitat, and improving the aesthetics and value of the land and adjoining properties. The Applicant could dedicate a small portion of the property as drainage and utility easement where funding from the Capital Improvement Program could construct a proposed rain garden in the one area that would solve some of the issues brought up from the Applicant. Mr. Young-Walters noted staff agrees and appreciates removing the non-conforming sideyard setback, however he showed on screen there is a reasonable building pad clear of the shoreland setback. The Applicant is requesting a house that is about 80 feet from the furthest point of the screen porch to the furthest point of the deck. The City feels the private drive bisecting the property does force a southern shift which is unique and grants some variance from the shoreland setback but not to the 22.3 foot requested. Past practice has been to limit shoreland setbacks to extent of existing non-conformity, in this case a 10-foot setback variance. Staff concluded the extent of the variance request is primarily the result of the Applicant’s design choice. Staff’s recommendation is to deny the 22.3-foot variance and approve a 10-foot variance in keeping with the existing non-conformity. Commissioner Schwartz noted in the staff report it is indicated that this would set precedence so subsequent Applicants would also want the same amount. Mr. Young-Walters stated that is definitely one of staff’s concerns. In the staff report he went through all 21 variances that have been granted in the area and there are two where the City has allowed someone to go closer than the non-conforming setback. One was in the mid-1980’s and the house was not actually built that close to the lake, and the second was due to the very unique circumstances of a lot and the City Council decided to give them an additional 3 feet to have adequate off-street parking. In this case, while staff felt the private drive justified some variance, it did not justify the extent of the variance being requested. Brad Kerber has been working with the Applicant on this plan and they have redesigned multiple times to have courtesy toward the neighbors. He hopes the letter from the Sanders paints the picture of what they are hoping to do on the property and fit in with the neighborhood and respect their neighbors’ views. Commissioner Alto asked about the square footage of the home. Mr. Kerber replied the main level is 2,270 square feet with an upper level. Mr. Young-Walters calculated just under 5,000 square feet of living area. Mr. Kerber noted it would be a slab on grade with one level above. Chairman Chair von Oven opened the public hearing. 61 Planning Commission Minutes – September 20, 2022 14 Gary Renneke, 3607 Red Cedar Point Road, lives next door and has enjoyed getting to know the Sanders. He asked to understand where things stand now and noted he does not think he has an objection to the current staff recommendation. He asked if they can show the property lines and proposed setback lines and asked if that would make everything line up or if someone will be sticking out in front of someone else. Chair von Oven clarified the recommendation from staff is that wherever the end of the Applicant’s deck ends right now is where the end of anything in the future would end regarding future development. The setback is the setback whether it is the house or deck, it would be exactly what it is today. Mr. Renneke stated that is a little more relief than he needs, he understands the City’s constraints on that, but if it went farther out than that the Rennekes would not scream bloody murder on it. Mr. Kerber showed an overhead view of the property on screen for Mr. Renneke and demonstrated the proposed home and covered deck. Mr. Renneke noted it looks like it extends further south than his house. Mr. Young-Walters noted if they want a covered deck he thinks that will need a lot cover variance and then they are talking about something quite different than staff is understanding. The survey does not include that deck area in the lot cover, in which case Mr. Young-Walters would recommend to table the item because it will change how staff looks at it. Chair von Oven asked Mr. Renneke about his thoughts about a covered deck versus an uncovered deck. Mr. Renneke replied if the deck is not covered he has no objection to it at all. If it is covered he wants to understand if he is looking to the southwest, is it now interfering with the view he has. He does not know whether he would object or approve until he knows what it actually is and where it would actually be. Chair von Oven noted the original application was 12 feet further than it is today. Jada Sanders, Applicant, showed a photo on screen with a line drawn from the decks of the two homes. She noted they are asking to build their deck to the same distance as the neighbors’ decks. They would still not come in front of the green line on screen and she noted the decks and Gary’s patio (which was inherited) are non-conforming setbacks. Commissioner Alto asked if the intention is to enclose it into a porch or have a deck. Ms. Sanders replied the intention is to have it open, to have a pergola over a dining table in the middle, and possibly have a roof over a future hot tub. Commissioner Alto asked Mr. Young-Walters if this needs to be tabled. 62 Planning Commission Minutes – September 20, 2022 15 Mr. Young-Walters stated the Applicant has roughly 250 square feet to work with in lot cover. In theory doing quick math, could a roof go over the hot tub? Yes, and that would then cut off any future shed or anything else on the property. Ultimately, the Applicant can choose how to re- appropriate lot cover within the parcel. He has double-checked the math on the survey and is fairly confident roofs are not included in the deck portion. Commissioner Schwartz asked whether they should table until staff has an opportunity to review the plans. Commissioner Noyes thinks the Commission should discuss the variance before sending the Applicant off so if they have to alter plans they understand where the Commissioners sit. Mr. Renneke is not sure drawing the line from his deck is the right spot because he has corner windows on the house so sightlines there could be affected. Again, a basic deck he does not care about but if it has roof, walls, screens, it is all sight/view things he is concerned about. He commented about drainage issues in the area and would like to make sure whatever construction does not adversely affect the current stormwater runoff for his property which is not problematic right now. Chairman Chair von Oven closed the public hearing. Commissioner Noyes asked Mr. Young-Walters if the two neighboring properties are non- conforming today with the lakeside setbacks. Mr. Young-Walters noted the one to the east definitely is, he thinks the primary structure to the west meets the lakeshore setback but the deck and patio encroach into it. Commissioner Noyes asked if drawing those lines is a valid part of the construction. As it relates to the setbacks themselves the City is measuring it on the merits of the project rather than where non-conforming structures sit next to it. Mr. Young-Walters replied in the affirmative and said staff’s perspective is the strictest interpretation of the Ordinance. To grant a variance they need to find a unique circumstance of the property in question that justifies the requested variance. That is where staff’s conclusion was that while neighbors got to go closer because they built before current rules were in place, when he looks at the Applicant’s parcel he believes it can be achieved with a smaller variance. Commissioner Noyes follows two tenets as a Commissioner: first, people have a right to develop their land in Chanhassen but there are rules around it. The second is that he is not a big fan of creating precedent, especially on lakeshore. He is very concerned and noted the most egregious variance in the area was three feet. This would basically change the Ordinance going forward; if they grant 22 feet that is then the standard. He understands this is a unique property which requires unique solutions but that solution may be a design change to make this better fit into the space. 63 Planning Commission Minutes – September 20, 2022 16 Mr. Young-Walters said historically the City has given some large shoreland setback variances in this area. In his memory there are three times the City has granted a shoreland setback variance in excess of 20 feet. However, staff’s policy has always been that they will never recommend going closer to the lake than the existing non-conformity. What Commissioner Noyes was referencing was one where the City Council allowed it to go three feet closer than the existing non-conformity and he believes it was a 49-foot setback which is probably the largest granted because the road was built partially on their property which was the unique circumstance. Commissioner Soller asked if they grant a 10-foot variance the setback would be 65 feet and if they build the existing structure today what does that go out to. Mr. Young-Walters stated it would need a 10-foot variance. He clarified as a non-conforming use the Applicant has the right to bulldoze the house and build a new house in exactly that footprint without any variances. Commissioner Goff noted Commissioner Noyes’ comments were straight on and the City also grandfathers in if there is an existing structure, they give preference to that line and will hold that as a setback. Commissioner Schwartz stated setbacks and buffers are there for a reason unless there was a unique circumstance and there does not appear to be one in this case that cannot be solved by a redesign of the home. A member of the public asked if the houses on each side would redevelop, they would be grandfathered in and could build back to the patio area. Chair von Oven clarified the City, in recommending the granting of a variance, would regularly recommend holding the line where it exists today. If the homes went through a redevelopment they would still have to come before the Commission to request a variance, but staff would draw the line at the existing non-conformity but not go past it. Mr. Young-Walters clarified noting he does not believe it likely that staff would recommend the principal structure to cover the deck and patio area. Staff would say the principal structure can go to the edge of the existing principal structure, a new deck could go to the edge of the existing deck, and a new patio could go to the edge of the existing patio because under non-conforming law that is what they are allowed to do. They would not allow an intensification of that non- conformity within the shoreland, for instance converting the deck to living area. Commissioner Alto moved, Commissioner Noyes seconded that the Chanhassen Board of Appeals and Adjustments denies the requested 22.3-foot shoreland setback variance, and approves a 10-foot shoreland setback for the construction of a home and deck, subject to the conditions of approval, and adopts the attached Findings of Facts and Decision. All voted in favor and the motion carried unanimously with a vote of 6 to 0. 64 Planning Commission Minutes – September 20, 2022 17 GENERAL BUSINESS 1. Short Term Rental Code Amendment Associate Planner Young-Walters noted on September 6, 2022, the Planning Commission held a Public Hearing on this item. After hearing from various members of the public, the Planning Commission tabled the item and directed staff to revise the proposed Ordinance to incorporate feedback form both the Planning Commission and public and bring it back today. Staff heard that residents were concerned that the proposed standards were too rigid, did not adequately consider unique circumstances, and did not align with how people actually use the properties during the day. There were also concerns about dogs, daytime parking, and property upkeep. Commissioners directed staff to amend the Ordinance and based on that staff made the following proposed changes to the Ordinance: 1. Clarified that accompanying children do not count towards the proposed occupancy limit. 2. Allow the City to approve higher occupancy limits based on home size, number of beds, and distance from neighboring properties. 3. Allow the City to approve higher parking limits based on presence of off street parking pads, driveway length and width, and availability of street parking. 4. Require fencing for short term rentals permitting dogs. 5. Clarify that City staff only is requesting permission to access exterior areas of the property when responding to complaints. 6. Remove limit on the number of daytime visitors. 7. Clarify hours for which overnight parking rules apply. 8. Require pets to be leashed when not in fenced in portion of yard. 9. State that licensee can appeal staff's determination on occupancy/parking limits to City Council. Mr. Young-Walters stated a few outstanding questions from residents including language about pets and whether it is excessive, whether the daytime noise and nuisance Ordinance is enough to deal with situations of noisy pool parties, and the suggestion to exempt properties zoned A-2. He found 125 A-2 properties with houses, 22 of which are on lots of less than 1 acre, 40 are from 1- 2.5 acres, and the rest are over 2.5 acres. Many properties have the ability to impact each other in a way similar to the other districts. For this reason, staff does not believe the large lot zoning A-2 guarantees lower impact and staff feels strongly that the Ordinance should be global to all short- term rentals. Commissioner Schwartz asked about addressing an exemption based on a property’s unique circumstances. Mr. Young-Walters stated staff’s understanding was that the concern was that the parking and occupancy limits did not make sense for those properties; their way of granting exemption was not to exempt them entirely from the need to be licensed but to give them the ability to request exemption from the standards to guarantee the license they are issued allows them to conduct business in the manner they are accustomed. In Mr. Bloomquist’s case he has a very long driveway and staff could discuss it with Mr. Young-Walters likely signing off on it and if he did not, Mr. Bloomquist could appeal to the City Council. 65 Planning Commission Minutes – September 20, 2022 18 Commissioner Noyes noted it would be an exception rather than an exemption. Commissioner Soller asked if they will write guidelines for staff in granting the exceptions or if it is purely up to the opinion of the employee in that role at that time. Mr. Young-Walters put loose guidelines in place and there is administrative discretion in that, however if someone was granted a license one year with no issues it would be atypical for staff to reverse course and change it the following year. The City Council appeal process also adds a level of consistency because if staff cannot defend their decision before the City Council it will be overturned. Commissioner Soller asked if he applies the first year and gets exceptions, in year two is it the default that those exceptions would continue. Mr. Young-Walters would assume it would continue. He has not drafted the forms and would probably include that in the paperwork. Commissioner Schwartz asked if parking in the driveway excludes street parking. Mr. Young-Walters replied in the affirmative noting when one asks for an overnight parking limit staff will assume the most restrictive conditions. In Chanhassen that is in winter where one cannot park overnight on the streets. Any parking granted for overnight would have to be entirely off-street in garage stalls and driveway only. Commissioner Schwartz asked about a request from Ms. Bliss regarding daytime parking limits. Mr. Young-Walters stated it gets very challenging to track down who owns a vehicle, especially with street parking during the day. He tries not to put things in that he does not feel there is a practical way to enforce. A daytime vehicle limit would be very challenging. Commissioner Schwartz noted given the photo Ms. Bliss included in the email it is obvious that she has a huge problem to deal with on a daily basis. Commissioner Alto said if Ms. Bliss is blocked in and calls the City to report it, what is the violation track and at what point does the City revoke the permit. Mr. Young-Walters noted in Ms. Bliss’ case it says “at no time may vehicles be parked on grass or so as to obstruct access to neighboring residences.” If Ms. Bliss sent the City a photo they would note that as one strike and for something severe like obstructing access the City could jump to suspending a license. To be honest, the City would figure that out based on how the owners react. Chairman Chair von Oven opened the public hearing. Dave Bloomquist, noted under B1 the non-refundable amount is not determined although he heard $50 thrown around. He noted that needs to be clarified. Maximum overnight vehicles, he thinks these rules need to be better explained and it is his experience that City employees have made personal decisions on how rules are enforced rather than following Code. Mr. Bloomquist stated the members of the Planning Commission will change January of 2023 along with 66 Planning Commission Minutes – September 20, 2022 19 members of the City Council; he noted the rules will be subject to interpretation and they need to be tightened up a lot. Chair von Oven noted every word the Commissioners are discussing is recorded tonight so future members may always go back and listen to understand their intent. Mr. Bloomquist spoke about dogs noting it must include suitable fencing and asked how he explains he has a big yard (bigger than a baseball field) but someone’s dog cannot play in it? Regarding listing the advertising property license, Mr. Bloomquist shared that there will be people who will backtrack that, go onto a VRBO, look up the license, figure out who owns it and then go around VRBO to rent it directly from the owner. Contact information is not given until the renters have paid and are one week away from moving in and also do not know the location. If people know where the property is they can work around the system and cutting VRBO out of the system VRBO will not cover liability insurance. He spoke about noise between 10:00 p.m. and 7:00 a.m. and noted it would be hard for noise to leave his property due to the size, and the ambient noise from High 212 and Powers Boulevard is about 65 decibels. He asked how someone would measure that? They would have to go out, stand off the property, wait for Powers to die down and say they can hear something. Commissioner Noyes knows Mr. Bloomquist has an impeccable record with his property and he seems to be nitpicking what the Commissioners are doing here as it relates to other property owners. Mr. Bloomquist is looking at his property and it is very hard for noise to leave his property and even hard to overcome the ambient road noise. Commissioner Schwartz replied the Commissioners understand all that. Mr. Bloomquist is the exception. Commissioner Noyes agreed, he is not worried about Mr. Bloomquist, he is worried about the other homeowners. Commissioner Schwartz stated they are trying to get relief for Mr. and Mrs. Bliss. Commissioner Soller asked if Mr. Bloomquist is the exception or if Mr. and Mrs. Bliss are the exception. He thinks they should consider that. Mr. Bloomquist spoke about vehicle parking and the long driveway, noise, the posting of a good neighbor policy. Regarding providing renters information on emergency egress, Mr. Bloomquist noted it is fairly obvious if the house is on fire, they get out, if one cannot get out a door they get out a window. He asked how does he translate that? There are fire extinguishers on every level which is told to the renters. He is hoping the City targets the bad actors rather than one which is a large lot. He does not think the Ordinance can be a one-size-fits-all and suggests the rules apply to properties zoned Residential and granting exemptions where appropriate. Mark Bliss sees where Mr. Bloomquist is coming from with a big property that will not have problems. Mr. Bliss is not so fortunate, the previous weekend was a bachelor party and even though the owner said it wasn’t, it was just a “staging area” there were still 10 cars there, 14 67 Planning Commission Minutes – September 20, 2022 20 people, his parents could not get up his driveway, and he said some of the modifications the City is making is good. Mr. Bliss is still concerned that there should be some limits on daytime parking, noting the neighbors’ house is a 4 bedroom which is 10 people per the overnight limit. He asked should 20 people be there with 10 cars out front? It is getting a little old every weekend and he noted this is the 3rd or 4th bachelor party. Mr. Bliss asked how will residents become aware of overnight parking limits granted to the licensee if they receive an exemption and if there is an appeal process where Mr. Bliss can push back? He asked if the homestead status will be questioned, because in looking at the neighbor’s house it is a rental but still listed as a homestead. It is clearly not a homestead and is a commercial property. Mr. Bliss asked if the City will go back and review the homestead status? He sees where Mr. Bloomquist is coming from but noted he is trying to help all of Chanhassen living on the 1/3 acre houses because there are problems there. He noted it is getting old. Chair von Oven asked if the revised Ordinance tonight were in place, speaking about the last bachelorette party, does Mr. Bliss understand what recourse he would have? Mr. Bliss does, noting one problem from that party, he complained to Air BNB, and when they checked out the owner of the property was notified and asked Mr. Bliss if next time can he not notify Air BNB as they do not want the site getting notified of the complaint because it will get a ding against them. Mr. Bliss noted it is not his place to manage their property and all the cars. The owner is asking the Bliss’ to go around the system which they are not going to do. Mr. Bliss noted it is not the noise, it is the cars, the people, and asked if they want 10 cars with 15-20 people coming into the residential neighborhoods in Chanhassen because it will spread. He never thought this house would rent out so much but it is non-stop every night for the last two months. He noted they have Prince’s estate, downtown Excelsior, weddings, and there is more and more demand. Mr. Bliss shared they do not have on-street parking because it is Highway 41 so there are no options other than the shared driveway being filled to capacity, the grass is all gone from people parking on it, and he noted his recourse is to call it in but it is a nuisance. Chair von Oven clarified regarding the bachelorette party, he assumes the women were there for the night, as well. Mr. Bliss replied it was three nights. Chair von Oven noted they would have violated what is being proposed for the nighttime vehicle limit. Mr. Bliss would then make that complaint to the City which would be strike one against this homeowner. Two more times and that license would be revoked. Mr. Young-Walters clarified the nighttime limit is two vehicles plus available garage stalls. The service the City is looking at to help with this has a 24/7 phone number which would be texted in, immediately send a text to the Air BNB/VRBO short-term rental owner noting this issue has been reported, and they must deal with it and tell how you have dealt with it. Depending on that response the City may issue a strike or, if the response was extremely lackluster, the City may just suspend the license at that point until the owner gives an improvement plan. 68 Planning Commission Minutes – September 20, 2022 21 Mr. Bliss would be okay with that. He is glad about the verbiage regarding blocking the driveway and still thinks there needs to be some bounds to daytime parking. He noted they are attracting a certain vibe by allowing 8-10 cars during the day. Chair von Oven noted if they only had four cars during the day yet are blocking Mr. Bliss’ access they are also in violation. He appreciates the Commissioners looking at this. A member of the public asked if the City requires a license and someone does not follow the rules and the license is taken away, how will they actually get them to stop renting the house. Mr. Young-Walters replied worst case scenario, the City would have to go with a court order. A member of the public asked if the City is prepared for that. Mr. Young-Walters replied in the affirmative, noting he thinks the City Council is, they directed staff and have talked through enforcement. In 2017-2018 when this came up they discussed the challenges of enforcing these Ordinances when there is someone who does not want to cooperate. The City Council is aware of that, directed staff to draft this Ordinance, and draft licensing. He has to assume that means the City Council is committed to following through on it. Mr. Bliss asked in documenting these infractions, does he have to call it in or is photo evidence sufficient. Mr. Young-Walters understands from the vendor that Mr. Bliss can text the complaint to the number and include photo documentation. He also believes there is online reporting for small videos to be included which goes into the record. If the City needs court action that becomes what is handed to the attorney. Ms. Aanenson noted that is one of the reasons they went with the vendor, they get more documentation, it saves staff work trying to put the work forth for enforcement, and that is one of the benefits of this system. A member of the public asked once this passed to an Ordinance, if there is a problem the public would go to the police? Or would they bring the problem to the City? Mr. Young-Walters noted it depends a little bit on the problem. If it is a life safety issue, they should call 911. If it is a technical violation of an Ordinance standard such as the Bliss’ private drive, that limits law enforcement authority, so for a license violation they should contact the hotline for the license violation. If they are being extremely loud and disorderly, certainly the Carver County non-emergency number is one route to go as they can respond to a noise nuisance or violation. Mr. Young-Walters would also suggest they still report to the City so they can hit them on both ends. Ms. Aanenson shared the City will put a lot of information out to potential neighbors and also the vendors so they would know what the process will be. Mr. Bloomquist asked if there is a notification process for his neighbors in the case of an exception that says he has a little different scenario than the rest of the City. 69 Planning Commission Minutes – September 20, 2022 22 Mr. Young-Walters noted that is definitely something the City can and should add. Commissioner Noyes spoke about the shared driveway and asked if the permit could say shared driveways cannot be parked on. He thinks that is another thing to think about as staff writes their final documents. Mr. Young-Walters noted shared driveways are tough because they are governed by a private agreement and he does not know that he can override something such as “all parties have the right to park on it.” Staff does the best they can but he cannot create an Ordinance that perfectly touches on everything. Mr. Bloomquist asked how far out do they go with contacting neighbors. Chair von Oven thinks it would be the same as what they do for proposed developments which is 500 feet. Mr. Young-Walters noted they can fine-tune that. Mr. Bloomquist stated he has one neighbor within 300 feet. Chair von Oven noted Mr. Bloomquist will be so good with this Ordinance when it is all done. Chairman Chair von Oven closed the public hearing. Commissioner Soller noted fences for dogs are in the proposed Ordinance. Chair von Oven noted it does not matter if one has a rental property or not, they cannot just let dogs run wild and people cannot make all the noise they want. On Mr. Bloomquist’s property they can do both because nobody is going to complain. The rules are in place but if nobody complains it will be perfectly fine. He does not feel the need to repeat those rules as part of this because it says “property must be in compliance with all State and local regulations.” This includes keeping a dog on a leash and not violating the noise Ordinance. Commissioner Soller would prefer it not be in the Ordinance. Chair von Oven agrees and thinks they can strike numbers 2 and 6. Mr. Young-Walters shared item C2 is essentially a restatement of the City’s noise nuisance Ordinance. Staff’s rationale was that things that are super important such as the noise Ordinance, it was justified to reiterate and make it front-and-center that an outside entity not familiar with the City’s Ordinance had it flashing red in their face. Chair von Oven clarified the inclusion of items 2 and 6 is more for the prevention based on knowledge and education of the renter. The Commissioners discussed the verbiage about suitable fencing for dogs. Commissioner Soller noted B2 subpoint 4 seems like overkill to him. Commissioner Noyes asked if they keep it do they want to change “dogs” to “pets.” 70 Planning Commission Minutes – September 20, 2022 23 Mr. Young-Walters noted if they keep the phrase yes, if they strike it the animal Ordinance would prevail. Chair von Oven is a fan of not duplicating and removing item B2 subpoint 4 altogether, as well as removing items C2 and C6 at the time of licensing the City could point out noise and pet information within the City. Mr. Young-Walters would also include that in the good neighbor brochure that they ask renters to display. Commissioner Goff asked if fees collected from licenses will cover the administrative expense and the 24/7 service at a net zero. He wants to clarify that this will not cost Chanhassen taxpayers money. Mr. Young-Walters shared ultimately fees and budgets are outside the purview of this Commission which is why they were not discussed. The City Council will determine the fee structure. He believes the goal is to offset the majority of administrative costs with fees. Commissioner Schwartz asked at what point is a rental property no longer a “homesteaded property” for tax purposes. Mr. Young-Walters clarified if one does not live there it cannot be homesteaded. The County is a little behind on their GIS updates and he strongly suspects the property is not still homesteaded but the public-facing records have not been updated to reflect that. He noted he could be wrong. Commissioner Noyes owns properties in Chanhassen and can vouch for that, they are still classified as homesteaded but the taxes are accurately reflected. Chairman Chair von Oven moved, Commissioner Schwartz seconded that the Chanhassen Planning Commission recommends that the City Council adopt the proposed amendment to Chapter 1 and Chapter 20 of the City Code concerning short-term rental licensing, striking Sections B.2.4 under License Required, striking Section C.2 and Section C.6 per duplication of the existing local laws and regulations. All voted in favor and the motion carried unanimously with a vote of 6 to 0. APPROVAL OF MINUTES: APPROVAL OF PLANNING COMMISSION MINUTES DATED SEPTEMBER 6, 2022 Commissioner Noyes noted the summary Minutes of the Planning Commission meeting dated September 6, 2022 as presented. CITY COUNCIL ACTION UPDATE: Ms. Aanenson updated regarding the last City Council meeting, noting approvals for RSI Marine and Avienda and shared about the agenda for the next meeting. 71 Planning Commission Minutes – September 20, 2022 24 ADJOURNMENT: Commissioner Soller moved to adjourn the meeting. All voted in favor and the motion carried unanimously with a vote of 6 to 0. The Planning Commission meeting was adjourned at 10:25 p.m. Submitted by Kate Aanenson Community Development Director 72 City Council Item October 24, 2022 Item Receive Environmental Commission Minutes dated July 13, 2022 and September 14, 2022 File No.Item No: D.3 Agenda Section CONSENT AGENDA Prepared By Jenny Potter, Sr. Admin Support Specialist Reviewed By SUGGESTED ACTION "The Chanhassen City Council receives the Environmental Commission minutes dated July 13, 2022 and September 14, 2022." Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION 73 ATTACHMENTS Environmental Commission Minutes dated July 13, 2022 Environmental Commission Minutes dated September 14, 2022 74 1 Chanhassen Environmental Commission (EC) Chanhassen City Hall, Fountain Conference Room 6:00 pm July 13, 2022 Members Present: Kristin Fulkerson, Leslie Elhadi, Scot Lacek, Julia Adams, Greg Hawks, Markus Fischer, Kaisa Buckholz, and Scott Grefe Members Absent: Staff Present: Jill Sinclair, Environmental Resources Specialist Visitors: none Minutes: May minutes were approved. Fall Education Event: The commission discussed their fall education event – trivia night at the Chanhassen Brewery. Kristin received confirmation from the Brewery that the Oct. 4 event date works, running 7-8p. Kristin will follow up with them to make sure it’s on their public event calendar. The commission will begin compiling questions. Did a subgroup want to work on questions? Leslie, Kaisa and Scott will put together local and global questions. Prize ideas included water -efficient shower heads, paddle board rental at Lake Ann, and County Environmental Center items. Emcee host ideas include Dave, Elise and Kaisa. Need to decide on how many teams, write out rules, decide on scoring, and decide on format (how teams answer questions). The commission should have a centralized scoreboard to keep track of points. Perhaps the commission could do a dry run in Sept at the meeting. Need to decide if teams should register in advance. July 3rd Trade Fair Review: The commission had good participation from visitors, probably the best event yet. Lots of kids visited the table and played the games. The Tootsie Pops were a hit. The city will donate the game boards to the watershed district. Social Media update: Jill was unable to get the diagnostics from online postings and visits. The discussion will be postponed to September. Commission Updates: Greg gave an update on RPBCWD. The scheduling of the Upper Bluff Creek feasibility study was approved. Commissioners also noted that the Avienda project was on hold due to lack of fill. Scott G has submitted the fertilizer SM posts for August General Discussion: None Meeting adjourned at 7:00p Minutes prepared by Jill Sinclair 75 1 Chanhassen Environmental Commission (EC) Chanhassen City Hall, Fountain Conference Room 6:00 pm September 14, 2022 Members Present: Kristin Fulkerson, Leslie Elhadi, Scot Lacek, Julia Adams, Greg Hawks, Markus Fischer, Kaisa Buckholz, and Scott Grefe Members Absent: Staff Present: Jill Sinclair, Environmental Resources Specialist Visitors: none Minutes: July minutes were approved. Fall Education Event: The commission discussed its fall education event – trivia night at the Chanhassen Brewery. Kristin confirmed the Oct. 4 date with the Brewery. Kristin says the brewery capacity is 140 people, so the event will work just fine with adequate seating. The commission decided there will be 25 questions with 5 categories each having 5 questions. Teams will be given 1-2 minutes to answer each question. The questions will be designated as easy, medium and hard with corresponding points of 1, 2 and 3 per question. There will be 2 easy, 2 medium and 1 hard quest ion in each category. The commission will also compile a list of tiebreaker questions to have on hand if needed. Jill will print answer sheets for the event which will have team name, team captain, team number, along with answer slots for the 5 questions. Answer sheets will be picked up at the end of each round. Question categories will be General MN State, Water, Recycling, Trees, and Chanhassen. There will be a 5-minute break between each round. Kristin will make a google doc with the questions to project on the screen during the event. She’ll also have the list of rules at the start of the event. Prizes will be awarded to the top 3 teams so 15 prizes are needed. Prize ideas include maple syrup, MN tree ID book, yard waste coupons, paddle board rentals, Chico reusable shopping bags. Jill will make the Registration sign, score sheet, and team answer sheets. Tiebreakers will be 5 hard questions. Responsibilities for the event: Kristin will format and write the questions and tiebreakers, and run the computer during the event Emcee assistant/gopher – Markus Registration and timers – Scott and Scot Score keepers – Greg and Kaisa Runners and rule monitors – Julia and Leslie Commissioners should arrive between 5:30 and 6p. The event will be advertised on the city website and social media. 76 2 Public education outreach update: Jill shared an informative report from the Communication department breaking down the impact of social media posts for the year so far. Jill will send the commission a copy. The commission may use it to plan for 2023 public education outreach. Plastic Free July: Commissioners discussed how very hard it is to avoid using plastic each day. Scot thought recycling and reusing are the best things that can be done. Kaisa said she has started recyc ling apple sauce packets through Terracycle. They have recycling programs for a variety of plastic containers. Perhaps the commission should promote that option. GreenStep Cities update: Markus contacted the cities of Hutchinson and Jordan to see if their Environmental Commissions work on GreenStep initiatives within the city and found that the commissions don’t. The cities said it really needs to be a dedicated staff person that tracks and promotes the initiatives. 2023 Environmental Academy: Jill shared the city of Plymouth’s information on their Environmental Academy that’s offered to residents as a free program. The commission would like to know how the program is going for Plymouth, how many people sign up, and if they have any advice on what works/what doesn’t for the program. The commission wondered if businesses in the city could do the presentations. They asked for more information at the October meeting. Commission Updates: Greg gave an update on RPBCWD. The watershed is giving away trees and shrubs for free to residents within the watershed. There’s an upcoming watershed conference. General Discussion: None Meeting adjourned at 7:50p Minutes prepared by Jill Sinclair 77 City Council Item October 24, 2022 Item Receive Economic Development Commission Minutes dated August 10, 2022 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 Economic Development Commission Minutes dated August 10, 2022." Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS 78 Economic Development Commission meeting minutes dated 08-10-2022 79 CHANHASSEN ECONOMIC DEVELOPMENT COMMISSION REGULAR MEETING AUGUST 10, 2022 Chairman Anderson called the meeting to order at 7:00 p.m. MEMBERS PRESENT: Chair Eric Anderson, Commissioners Duke Zurek, Chris Freeman, and Stacy Goff. MEMBERS ABSENT: Vice Chair David Kressler. STAFF PRESENT: Bob Generous, Senior Planner. PUBLIC PRESENT: Darren Noble SouthWest Metro Chamber of Commerce Vernelle Clayton V Clayton and Associates APPROVAL OF MINUTES: APPROVE ECONOMIC DEVELOPMENT COMMISSION MINUTES DATED JULY 12, 2022 Member Goff moved, Member Zurek seconded to approve the Minutes of the Economic Development Commission meeting dated July 12, 2022 as presented. All voted in favor and the motion carried unanimously with a vote of 4 to 0. GENERAL BUSINESS: 1. DARREN NOBLE - SOUTHWEST METRO CHAMBER OF COMMERCE Darren Noble, Executive Director of SouthWest Metro Chamber of Commerce, gave a presentation and stated he appreciates all that the Commissioners do for the City and for the invitation tonight. The Chamber is unique in that is serves four communities: Chanhassen, Chaska, Carver, and Victoria with businesses throughout other communities that find the Chamber. The purpose is to bring people together and provide opportunities and he spoke about challenges from Covid and shared the Chamber is a non-profit with two full-time staff and they are working towards another full-time hire. The Board of Directors meets monthly and he spoke about the difficult times in 2020-2021 with mask mandates, restrictions, and much pent-up frustration in businesses and industries; however the Chamber was able to do certain events, specifically outside events, which he showed on screen. The last year has been fast and furious and now they are dealing with inflation, supply chain, and staffing issues. Mr. Noble noted they love to celebrate businesses that join the Chamber. Right now the Board is going through strategic planning and he spoke about a recent business expo. Mr. Noble shared about upcoming 80 Economic Development Commission – August 10, 2022 2 events including a gala, Taste of Chaska, golf classic, and other events to find ways to help members with a servant mindset. He read through some previous minutes and stated surveying members is great but if they can do the survey they will take it; surveys can be tough but he thinks he will try again to get a pulse for what businesses are looking for. Mr. Noble noted the EDC’s questions and responded to how the Chamber can help market the City of Chanhassen. He spoke about a resource handout representing all four cities which is also online, as well as the membership directory, the fact that the Chamber is located in Chanhassen (although it represents all four cities), and he wants to see residents celebrate the members of the Chamber and wants to see the businesses do well whether they are part of the Chamber or not. Mr. Noble stated businesses in the City really appreciate it when members of the City come to ribbon-cuttings, whether it is the Mayor, City Manager, or Assistant City Manager. He spoke about a weekly e- newsletter and if the City has something to share Mr. Noble would love to get it out and share good news on Mondays. Job postings are also listed in the newsletter, and he spoke about tagging on social media as another option. Mr. Noble spoke about being intentional with businesses within the Chamber, luncheons, business roundtables, social media, sponsorships, marketing, and networking in the community. Chair Anderson shared when he was in the Edina Chamber of Commerce, the City Manager or Deputy City Manager were at every meeting and the Mayor would come in and do a “State of the City” for the members and they liked that. They also had people coming for ribbon-cutting and he thinks it is vital to have the government connect. Perhaps they can talk later in the agenda as a potential way to participate and asked if the EDC rotates and has someone from the Commission come to a meeting on a regular basis and asked Mr. Noble what type of meetings would be most effective. Mr. Noble replied he is biased toward the networking as they are free, only one hour, and the Commissioners would get to meet people. He would love to get those going again and shared it has been a challenge. He noted the Mayor’s lunch is one of the most popular events and is happening in November. Commissioner Freeman asked about the reputation for opening a business in Chanhassen versus the other three cities. He stated government getting in the way and not being effective and efficient turns off many companies. Mr. Noble replied it is a tough question and said regarding Covid many things came down to loosening restrictions to operate. He has not heard much negative regarding Chanhassen and said having worked for both government and business sectors, Mr. Noble wishes government would act more like business but they do not. He understands the reasons but it is pretty frustrating for businesses to want to open up or expand and are then faced with processes and timeframes that take forever. Chair Anderson thinks if the Commissioners attend networking events they will hear about things one-on-one from the businesses. 81 Economic Development Commission – August 10, 2022 3 Mr. Noble replied just being available to listen and allowing businesses to be heard is very helpful. He will let the EDC know if he hears things and stated he loves this channel they have established. Chair Anderson would love this to become an annual update with the SouthWest Chamber and stated the EDC appreciates what they are doing. Commissioner Freeman asked where the twice-a-month coffees are held. Mr. Noble tries to rotate them throughout their businesses but over the last 1.5 years businesses have not been able to have people in or do not want people in and they have been struggling to find locations; therefore, some will be in the Chamber offices. Commissioner Zurek asked why they have been losing members. Mr. Noble replied it is the consistent themes of businesses not able to devote the time, frustration with one of the Cities which was lumped in with the Chamber, and he noted it is a variety of issues. He contrasted that in speaking about having three new members join within a week. Chair Anderson thanked Mr. Noble again. 2. VERNELLE CLAYTON, V. CLAYTON & ASSOCIATES - BUY CHANHASSEN Vernelle Clayton, V. Clayton & Associates, LLC, stated her day job is managing projects in Market Square in Chanhassen and shared about Buy Chanhassen. She shared that Buy Chanhassen is about encouraging everyone to buy whatever they need, whether goods or services, here in Chanhassen. She stated the challenges businesses face right now is finding workers and spoke about letting the other communities steal Chanhassen’s thunder and traffic through marketing the Arboretum, Paisley Park, and the Dinner Theater while Chanhassen is not; Ms. Clayton stated they need to get back to that. Regarding a question from the EDC about resources the City could provide to promote economic development, Ms. Clayton would caution against the City recruiting specific businesses and suggested they lay the groundwork and let the professionals do the other work. She also cautions against cash disbursements and she interfaced with some tenants or businesses who did not get the money and probably did not know about it. Chair Anderson asked to clarify the subject as he is not familiar and asked if the City had a grant of some sort. Mr. Generous believes it was the CARES Act monies and noted the Carver County CDA administered that for the City. Ms. Clayton stated if the City has surpluses or can seek out something in the budget she would recommend doing something that benefits everyone or at least a large number of businesses. She spoke about marketing and stated Chanhassen has a downtown which most communities do not have. She spoke about previous times in getting the old buildings and other things not good for the downtown out and getting infrastructure in which took a lot of courage but has benefitted the 82 Economic Development Commission – August 10, 2022 4 City because now they have a great downtown. Ms. Clayton thinks they must protect it. She spoke about what she considers an upcoming threat at Avienda and noted the more office and housing there the more it will help the downtown. Ms. Clayton spoke about the importance of a hometown newspaper and how they can make it better. She noted they are all working to make Chanhassen a business-friendly City and she knows it is not easy to maintain. Ms. Clayton periodically calls other cities to compare and recently she called the City of Woodbury and she stated every single person she spoke with was so friendly and Ms. Clayton thinks that is how they market Chanhassen. She called another City and absolutely could not get to a person because it was so automated. She clarified she has called Chanhassen and they are also very friendly. Ms. Clayton also thinks having a website that is easy to navigate and find information for developers and businesses is important. Chair Anderson thanked Ms. Clayton for her presentation and noted it gives the EDC something to talk about as they gel. Commissioner Freeman spoke about the potential of having a “one-stop shop” on the website for businesses to find information on State agencies, Watersheds, and City and County resources. Commissioner Zurek asked Ms. Clayton how Avienda could co-exist with downtown. Ms. Clayton sees an opportunity if it is not a grocery store but is upscale shopping as the downtown does not have enough density to have enough for women to come shop downtown. Commissioner Goff asked if Ms. Clayton views Chanhassen as business-friendly and what that means to her. Ms. Clayton replied she does view it as business-friendly, she gets reasonable answers quickly, and she thinks the City Staff generally care about Chanhassen. 3. DISCUSSION ON PRIORITIZING A WORK PROGRAM ITEM TO PRESENT TO CITY COUNCIL Chair Anderson spoke about the many buckets and that the EDC needs to decide where will give the biggest bang for the buck. Commissioner Zurek thinks it is great to have had both of the presentations today and it gets him excited to have meet-and-greets with a presence from the Commissioners. He would like to set a vision about why they want to be present at the events, whether to receive feedback, to listen, and what that role should be. Commissioner Goff thinks communication is what the EDC has been focusing on as they are trying to get feelers in the community and have direct contact with businesses. Networking fits into communication and agrees that they need a vision. Commissioner Freeman agrees and thinks communication facilitates data and spoke about having a portal or place on the website for resources. 83 Economic Development Commission – August 10, 2022 5 The Commissioners discussed the work plan including the website portal, networking within the community and reporting back to the Commission, the new Staff hire coming on board and ideas she may have, and the EDC getting involved with the Chamber along with City Staff. They decided to discuss this with the new Economic Development hire Samantha before bringing the work plan to the City Council. ADMINISTRATIVE PRESENTATION: None. CORRESPONDENCE DISCUSSION: The September 13, 2022 Economic Development Commission meeting will be replaced with a Design Workshop for City Center. ADJOURNMENT: Chair Anderson adjourned the Economic Development Commission meeting at 8:25 p.m. Submitted by Bob Generous Senior Planner Prepared by Amy Weidman Administrative Support Specialist 84 City Council Item October 24, 2022 Item Approve Claims Paid dated October 24, 2022 File No.Item No: D.5 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 October 24, 2022." 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 October 24, 2022: Check Numbers Amounts 178445 - 178523 $602,337.18 ACH Payments $306,346.92 Total All Claims $908,684.10 85 BUDGET RECOMMENDATION ATTACHMENTS Check Summary Check Summary ACH Check Detail Check Detail ACH 86 Accounts Payable User: Printed: dwashburn 10/14/2022 1:18 PM Checks by Date - Summary by Check Number Check No Check DateVendor NameVendor No Void Checks Check Amount ALLSTR ALLSTREAM 10/06/2022 0.00 490.84178445 ASPEQU Aspen Equipment 10/06/2022 0.00 7,883.00178446 CARLIC CARVER COUNTY LICENSE CENTER 10/06/2022 0.00 2,810.93178447 CARLIC CARVER COUNTY LICENSE CENTER 10/06/2022 0.00 2,834.85178448 CenEnerg Centerpoint Energy 10/06/2022 0.00 395.00178449 CENENE CENTERPOINT ENERGY MINNEGASCO 10/06/2022 0.00 959.26178450 EmbMinn CENTURYLINK 10/06/2022 0.00 1,840.79178451 Carver City of Carver 10/06/2022 0.00 750.00178452 Enterpr Enterprise FM Trust 10/06/2022 0.00 5,683.36178453 GiraJess Jessica Girard 10/06/2022 0.00 81.25178454 gonhom GONYEA HOMES 10/06/2022 0.00 6,000.00178455 HENHEA Hennepin Healthcare 10/06/2022 0.00 41.00178456 HolEle Holton Electric Contractors LLC 10/06/2022 0.00 232.75178457 IndSig Indigo Signs 10/06/2022 0.00 500.00178458 IntAll Interstate All Battery Center 10/06/2022 0.00 27.00178459 Loc49 IUOE Local #49 10/06/2022 0.00 700.00178460 KERRMATT Matt Kerr 10/06/2022 0.00 54.01178461 LacSal Lacount Sales, LLC 10/06/2022 0.00 20.40178462 LawPro Lawson Products, Inc.10/06/2022 0.00 15.11178463 MARCTOM Tom Marcsisak 10/06/2022 0.00 1,785.00178464 UB*02601 STEVE MATHESON 10/06/2022 0.00 307.74178465 MichHom Michael Homes Inc 10/06/2022 0.00 413.39178466 MNNAT MN DEPT OF NATURAL RESOURCES 10/06/2022 0.00 135.00178467 NCPERS MN NCPERS LIFE INSURANCE 10/06/2022 0.00 112.00178468 Munic Munici-Pals 10/06/2022 0.00 80.00178469 NelsBen Ben Nelson 10/06/2022 0.00 50.00178470 PATMES PATCHIN MESSNER & DODD 10/06/2022 0.00 2,981.25178471 PinPes Pinnacle Pest Control 10/06/2022 0.00 680.00178472 RodVal Val Roder 10/06/2022 0.00 250.00178473 SHATRE Shadywood Tree Experts and Landscaping 10/06/2022 0.00 1,670.00178474 SOFHOU SOFTWARE HOUSE INTERNATIONAL 10/06/2022 0.00 943.00178475 SOULOC SOUTHWEST LOCK & KEY 10/06/2022 0.00 8,561.25178476 STPSTA SPS Works 10/06/2022 0.00 27.90178477 TheHart The Hartford 10/06/2022 0.00 1,594.44178478 THODER Derek Thomas 10/06/2022 0.00 50.00178479 TimSav TimeSaver Off Site Secretarial, Inc 10/06/2022 0.00 632.00178480 UnmMatt Matt Unmacht 10/06/2022 0.00 49.84178481 VERIZO VERIZON WIRELESS 10/06/2022 0.00 7,456.51178482 VERIZO VERIZON WIRELESS 10/06/2022 0.00 250.20178483 ALLEPRIN Allegra Print & Imaging 10/13/2022 0.00 380.00178484 APAGRO APACHE GROUP 10/13/2022 0.00 1,863.06178485 BacEli Elijah Bach 10/13/2022 0.00 53.52178486 BCATRA BCA 10/13/2022 0.00 45.00178487 BOYSCO BOY SCOUT TROOP 330 10/13/2022 0.00 315.00178488 BOYBUI BOYER BUILDING CORPORATION 10/13/2022 0.00 2,500.00178489 CaruMich Michael Caruso 10/13/2022 0.00 300.00178490 CDWGOV CDW GOVERNMENT LLC 10/13/2022 0.00 19,899.00178491 Page 1AP Checks by Date - Summary by Check Number (10/14/2022 1:18 PM) 87 Check No Check DateVendor NameVendor No Void Checks Check Amount CENENE CENTERPOINT ENERGY MINNEGASCO 10/13/2022 0.00 488.42178492 CenLin CenturyLink 10/13/2022 0.00 64.00178493 CitVic City of Victoria 10/13/2022 0.00 106.90178494 COMASP Commercial Asphalt Co 10/13/2022 0.00 915.69178495 CUBFOO CUB FOODS 10/13/2022 0.00 7.98178496 DAKSUP DAKOTA SUPPLY GROUP 10/13/2022 0.00 384.22178497 DatPrac Data Practices Office 10/13/2022 0.00 125.00178498 DMJAsp DMJ Asphalt, Inc.10/13/2022 0.00 69,607.60178499 ERHATIMO TIMOTHY & DAWNE ERHART 10/13/2022 0.00 122,445.07178500 FACMOT FACTORY MOTOR PARTS COMPANY 10/13/2022 0.00 289.24178501 ferwat Ferguson Waterworks #2518 10/13/2022 0.00 1,991.36178502 GriKel Kelly Grinnell 10/13/2022 0.00 117.50178503 HeaPar HealthPartners, Inc.10/13/2022 0.00 83,129.62178504 LAUPIA LAURSEN PIANO SERVICE 10/13/2022 0.00 120.00178505 Lennar Lennar 10/13/2022 0.00 2,500.00178506 METCO2 METROPOLITAN COUNCIL 10/13/2022 0.00 197,038.58178507 MEUWKIM KIM MEUWISSEN 10/13/2022 0.00 22.13178508 MichHom Michael Homes Inc 10/13/2022 0.00 2,500.00178509 MNSaf Minnesota Safety Council 10/13/2022 0.00 368.00178510 MNUCFU Minnesota UC Fund 10/13/2022 0.00 1,160.00178511 MinuPre Minuteman Press 10/13/2022 0.00 103.00178512 MASS MN ASSOCIATION OF SENIOR SERV 10/13/2022 0.00 25.00178513 MNBoard MN Board of Water and Soil Resources 10/13/2022 0.00 165.00178514 PopCha Chad Poppitz 10/13/2022 0.00 178.50178515 ResEnv Resource Environmental Solutions, LLC 10/13/2022 0.00 331.00178516 BeaRob Robert Bealke Industries 10/13/2022 0.00 200.00178517 schcom Schwickert Company 10/13/2022 0.00 28,577.64178518 Shred Shred-It 10/13/2022 0.00 280.95178519 SOUSUB SOUTHWEST NEWS MEDIA 10/13/2022 0.00 632.26178520 TruNort True North Controls 10/13/2022 0.00 1,926.00178521 UniLab United Laboratories 10/13/2022 0.00 263.83178522 WastMana Waste Management of Minnesota, Inc 10/13/2022 0.00 1,568.04178523 Report Total (79 checks): 602,337.18 0.00 Page 2AP Checks by Date - Summary by Check Number (10/14/2022 1:18 PM) 88 Accounts Payable Checks by Date - Summary by Check User: dwashburn Printed: 10/14/2022 1:20 PM Check No Vendor No Vendor Name Check Date Void Checks Check Amount ACH AFLAC American Family Life Assurance Company of Columbus 10/06/2022 0.00 39.78 ACH BOLMEN BOLTON & MENK INC 10/06/2022 0.00 48,029.76 ACH BRAINT BRAUN INTERTEC CORPORATION 10/06/2022 0.00 22,615.25 ACH carcou Carver County 10/06/2022 0.00 1,025.00 ACH engwat Engel Water Testing Inc 10/06/2022 0.00 700.00 ACH ESSBRO ESS BROTHERS & SONS INC 10/06/2022 0.00 561.00 ACH FASCOM FASTENAL COMPANY 10/06/2022 0.00 4.07 ACH FirCat Fire Catt, LLC 10/06/2022 0.00 4,481.00 ACH GOPSTA GOPHER STATE ONE-CALL INC 10/06/2022 0.00 630.45 ACH INDLAN Indoor Landscapes Inc 10/06/2022 0.00 187.00 ACH InnOff Innovative Office Solutions LLC 10/06/2022 0.00 245.27 ACH KENGRA KENNEDY & GRAVEN, CHARTERED 10/06/2022 0.00 41,539.15 ACH KIMHOR KIMLEY HORN AND ASSOCIATES INC 10/06/2022 0.00 13,505.75 ACH LAKPRO LAKESIDE PROMOTIONS LLC 10/06/2022 0.00 274.25 ACH MacEme Macqueen Emergency Group 10/06/2022 0.00 562.90 ACH MatTri Matheson Tri-Gas, Inc. 10/06/2022 0.00 33.54 ACH MinEqu Minnesota Equipment 10/06/2022 0.00 144.54 ACH MVEC MN VALLEY ELECTRIC COOP 10/06/2022 0.00 6,335.95 ACH NAPA NAPA AUTO & TRUCK PARTS 10/06/2022 0.00 199.01 ACH ProTec Pro-Tec Design, Inc. 10/06/2022 0.00 1,317.88 ACH SafVeh Safety Vehicle Solutions 10/06/2022 0.00 215.00 ACH SpeScr Spectrum Screen Printing Inc 10/06/2022 0.00 116.09 ACH SunLif Sun Life Financial 10/06/2022 0.00 1,967.56 ACH UniAth Universal Athletic Services, Inc. 10/06/2022 0.00 202.44 ACH WMMUE WM MUELLER & SONS INC 10/06/2022 0.00 1,405.94 ACH WSB WSB & ASSOCIATES INC 10/06/2022 0.00 15,062.05 ACH XCEL XCEL ENERGY INC 10/06/2022 0.00 22,392.17 ACH BENEXT BENEFIT EXTRAS INC 10/13/2022 0.00 266.10 ACH CarGra CarteGraph Systems 10/13/2022 0.00 53,511.66 ACH carcou Carver County 10/13/2022 0.00 27,411.19 ACH COMINT COMPUTER INTEGRATION TECHN. 10/13/2022 0.00 195.00 ACH WASHDANI DANIELLE WASHBURN 10/13/2022 0.00 127.50 ACH GRANIC GRANICUS INC 10/13/2022 0.00 9,397.50 ACH HAWCHE HAWKINS CHEMICAL 10/13/2022 0.00 8,814.39 ACH InnOff Innovative Office Solutions LLC 10/13/2022 0.00 73.36 ACH KATFUE KATH FUEL OIL SERVICE 10/13/2022 0.00 7,658.66 ACH KENGRA KENNEDY & GRAVEN, CHARTERED 10/13/2022 0.00 880.00 ACH Marco Marco Inc 10/13/2022 0.00 1,010.00 ACH MINNOCC MINNESOTA OCCUPATIONAL HEALTH 10/13/2022 0.00 64.00 ACH MNLABO MN DEPT OF LABOR AND INDUSTRY 10/13/2022 0.00 10.00 ACH POMTIR POMP'S TIRE SERVICE INC 10/13/2022 0.00 895.60 ACH PRARES PRAIRIE RESTORATIONS INC 10/13/2022 0.00 2,490.00 ACH PREMRM PRECISE MRM LLC 10/13/2022 0.00 273.00 ACH PreWat Premium Waters, Inc 10/13/2022 0.00 124.39 ACH IMPPOR Rent N Save Portable Services 10/13/2022 0.00 5,389.20 ACH MINCON SUMMIT COMPANIES 10/13/2022 0.00 420.00 Page 1 of 2 89 Check No Vendor No Vendor Name Check Date Void Checks Check Amount ACH VESSCO VESSCO INC 10/13/2022 0.00 631.38 ACH WMMUE WM MUELLER & SONS INC 10/13/2022 0.00 286.44 ACH WSB WSB & ASSOCIATES INC 10/13/2022 0.00 2,624.75 Report Total: 0.00 306,346.92 Page 2 of 2 90 AP Check Detail-Checks User: dwashburn Printed: 10/14/2022 1:24:06 PM Last Name Acct 1 Amount Check Date Description Allegra Print & Imaging 101-1180-4340 380.00 10/13/2022 Election Posters 30X20 380.00 10/13/2022 Allegra Print & Imaging 380.00 ALLSTREAM 101-1160-4311 490.84 10/6/2022 Mitel Phone System Maintenance-Nov-Dec 490.84 10/6/2022 ALLSTREAM 490.84 APACHE GROUP 101-1170-4110 1,863.06 10/13/2022 Roll Towel, Tissue, Handsoap 1,863.06 10/13/2022 APACHE GROUP 1,863.06 Aspen Equipment 400-0000-4705 7,883.00 10/6/2022 Western Snow Plow w/ LED lights - #405 7,883.00 10/6/2022 Aspen Equipment 7,883.00 Bach Elijah 101-1220-4290 53.52 10/13/2022 Target - Medicine Cabinet Bins 53.52 10/13/2022 AP - Check Detail-Checks (10/14/2022)Page 1 of 16 91 Last Name Acct 1 Amount Check Date Description Bach Elijah 53.52 BCA 101-1120-4352 45.00 10/13/2022 Background Investigation 45.00 10/13/2022 BCA 45.00 BOY SCOUT TROOP 330 101-1220-4290 110.00 10/13/2022 Wreaths BOY SCOUT TROOP 330 101-1312-4120 55.00 10/13/2022 Wreaths BOY SCOUT TROOP 330 101-1170-4110 150.00 10/13/2022 Wreaths 315.00 10/13/2022 BOY SCOUT TROOP 330 315.00 BOYER BUILDING CORPORATION 101-0000-2072 2,500.00 10/13/2022 As-Built - Permit 2018-00176 - 2991 Washta Bay Court 2,500.00 10/13/2022 BOYER BUILDING CORPORATION 2,500.00 Caruso Michael 601-6049-4300 300.00 10/13/2022 Irrigation Repair-2331 Fawn Hill Court 300.00 10/13/2022 Caruso Michael 300.00 CARVER COUNTY LICENSE CENTER 700-7025-4704 1,405.47 10/6/2022 License & Registration - #322 CARVER COUNTY LICENSE CENTER 701-7025-4704 1,405.46 10/6/2022 License & Registration - #322 CARVER COUNTY LICENSE CENTER 400-4120-4704 2,834.85 10/6/2022 License & Registration - #120 5,645.78 10/6/2022 CARVER COUNTY LICENSE CENTER 5,645.78 CDW GOVERNMENT LLC 101-1160-4205 9,949.50 10/13/2022 Cybereason MDR/EDR & Mobile Renewal 2 Yr AP - Check Detail-Checks (10/14/2022)Page 2 of 16 92 Last Name Acct 1 Amount Check Date Description CDW GOVERNMENT LLC 101-0000-1550 9,949.50 10/13/2022 Cybereason MDR/EDR & Mobile Renewal 2 Yr 19,899.00 10/13/2022 CDW GOVERNMENT LLC 19,899.00 Centerpoint Energy 101-1170-4370 395.00 10/6/2022 Boiler Operator Class-Zittel 395.00 10/6/2022 Centerpoint Energy 395.00 CENTERPOINT ENERGY MINNEGASCO 700-7019-4321 46.33 10/6/2022 Gas charges - 201 W 79th Street CENTERPOINT ENERGY MINNEGASCO 700-0000-4321 23.24 10/6/2022 Gas charges - 2323 Lake Lucy Rd CENTERPOINT ENERGY MINNEGASCO 101-1190-4321 457.82 10/6/2022 Gas charges - 7711 Kerber Blvd CENTERPOINT ENERGY MINNEGASCO 700-7043-4321 81.60 10/6/2022 Gas charges - 2100 Lake Harrison Rd CENTERPOINT ENERGY MINNEGASCO 101-1550-4321 32.52 10/6/2022 Gas charges - 1456 W 78th St CENTERPOINT ENERGY MINNEGASCO 101-1170-4321 317.75 10/6/2022 Gas charges - 7700 Market Blvd 959.26 10/6/2022 CENTERPOINT ENERGY MINNEGASCO 101-1600-4321 21.80 10/13/2022 Monthly Service - 08/30/2022 - 09/29/2022 CENTERPOINT ENERGY MINNEGASCO 701-0000-4321 27.54 10/13/2022 Monthly Service - 08/30/2022 - 09/29/2022 CENTERPOINT ENERGY MINNEGASCO 101-1312-4321 351.26 10/13/2022 Monthly Service - 09/01/2022 - 10/03/2022 CENTERPOINT ENERGY MINNEGASCO 701-0000-4321 43.91 10/13/2022 Monthly Service - 09/01/2022 - 10/03/2022 CENTERPOINT ENERGY MINNEGASCO 700-0000-4321 43.91 10/13/2022 Monthly Service - 09/01/2022 - 10/03/2022 488.42 10/13/2022 CENTERPOINT ENERGY MINNEGASCO 1,447.68 CENTURYLINK 101-1540-4310 92.85 10/6/2022 Monthly service CENTURYLINK 700-7019-4310 217.56 10/6/2022 Monthly service CENTURYLINK 701-0000-4310 6.01 10/6/2022 Monthly service CENTURYLINK 101-1312-4310 48.06 10/6/2022 Monthly service CENTURYLINK 701-0000-4310 15.13 10/6/2022 Monthly service CENTURYLINK 101-1350-4310 30.04 10/6/2022 Monthly service CENTURYLINK 101-1170-4310 848.13 10/6/2022 Monthly service CENTURYLINK 101-1550-4310 30.04 10/6/2022 Monthly service CENTURYLINK 700-0000-4310 6.01 10/6/2022 Monthly service AP - Check Detail-Checks (10/14/2022)Page 3 of 16 93 Last Name Acct 1 Amount Check Date Description CENTURYLINK 101-1220-4310 33.04 10/6/2022 Monthly service CENTURYLINK 101-1160-4325 250.00 10/6/2022 Monthly service CENTURYLINK 700-0000-4310 15.12 10/6/2022 Monthly service CENTURYLINK 101-1190-4310 123.80 10/6/2022 Monthly service CENTURYLINK 101-1160-4325 125.00 10/6/2022 Monthly service 1,840.79 10/6/2022 CenturyLink 701-0000-4310 32.00 10/13/2022 Monthly Service - Oct 1 - Oct 31 CenturyLink 700-0000-4310 32.00 10/13/2022 Monthly Service - Oct 1 - Oct 31 64.00 10/13/2022 CenturyLink 1,904.79 City of Carver 101-1210-4300 750.00 10/6/2022 Policing Expectations w/ CCSO 750.00 10/6/2022 City of Carver 750.00 City of Victoria 101-1537-3631 106.90 10/13/2022 Barnyard Boogie 2022 106.90 10/13/2022 City of Victoria 106.90 Commercial Asphalt Co 420-0000-4150 915.69 10/13/2022 MV4 Wear Rec 5.80%, 12.5MM NW Rec 5.70% 915.69 10/13/2022 Commercial Asphalt Co 915.69 CUB FOODS 101-1560-4112 7.98 10/13/2022 Ice/Dressing-Women's tea luncheon 7.98 10/13/2022 AP - Check Detail-Checks (10/14/2022)Page 4 of 16 94 Last Name Acct 1 Amount Check Date Description CUB FOODS 7.98 DAKOTA SUPPLY GROUP 700-0000-4550 384.22 10/13/2022 Mueller Centurion Traffic Repair Kit 384.22 10/13/2022 DAKOTA SUPPLY GROUP 384.22 Data Practices Office 101-1120-4370 125.00 10/13/2022 Introduction the data practice - Jenny Potter 125.00 10/13/2022 Data Practices Office 125.00 DMJ Asphalt, Inc.401-0000-4706 69,607.60 10/13/2022 North Lotus Park Hockey Rink - Park Equipment replacement 69,607.60 10/13/2022 DMJ Asphalt, Inc. 69,607.60 Enterprise FM Trust 770-1376-4412 705.43 10/6/2022 Lease - 22 Chev Silv 214L Enterprise FM Trust 770-1376-4412 857.59 10/6/2022 Lease - 22 GMC Yuko 201L Enterprise FM Trust 770-1376-4412 711.06 10/6/2022 Lease - 22 Chev Silv 140L Enterprise FM Trust 770-1376-4412 730.56 10/6/2022 Lease - 22 Chev Silv 305 Enterprise FM Trust 770-1376-4412 601.25 10/6/2022 Lease - 22 GMC Sier 412 Enterprise FM Trust 770-1376-4412 752.00 10/6/2022 Lease - 22 Chev Silv 411 Enterprise FM Trust 770-1376-4412 1,325.47 10/6/2022 Lease - 22 Chev Silv 408 5,683.36 10/6/2022 Enterprise FM Trust 5,683.36 ERHART TIMOTHY & DAWNE 101-0000-2076 122,445.07 10/13/2022 Erhart Farms 122,445.07 10/13/2022 AP - Check Detail-Checks (10/14/2022)Page 5 of 16 95 Last Name Acct 1 Amount Check Date Description ERHART TIMOTHY & DAWNE 122,445.07 FACTORY MOTOR PARTS COMPANY 101-1220-4140 289.24 10/13/2022 C730 R1157 289.24 10/13/2022 FACTORY MOTOR PARTS COMPANY 289.24 Ferguson Waterworks #2518 701-1384-4556 995.68 10/13/2022 2 Mach10 USG 17 LL*X Ferguson Waterworks #2518 700-1384-4556 995.68 10/13/2022 2 Mach10 USG 17 LL*X 1,991.36 10/13/2022 Ferguson Waterworks #2518 1,991.36 Girard Jessica 101-1130-4381 81.25 10/6/2022 Mileage-GFOA training in Faribault 81.25 10/6/2022 Girard Jessica 81.25 GONYEA HOMES 101-0000-2075 750.00 10/6/2022 Landscape escrow-1909 Della Dr GONYEA HOMES 101-0000-2075 750.00 10/6/2022 Landscape escrow-548 Big Woods Blvd GONYEA HOMES 101-0000-2075 750.00 10/6/2022 Landscape escrow-1921 Della Dr GONYEA HOMES 101-0000-2075 750.00 10/6/2022 Landscape escrow-6975 Lucy Ridge Lane GONYEA HOMES 101-0000-2075 750.00 10/6/2022 Landscape escrow-1812 Lucy Ridge Cir GONYEA HOMES 101-0000-2075 750.00 10/6/2022 Landscape escrow-1945 Della Dr GONYEA HOMES 101-0000-2075 750.00 10/6/2022 Landscape escrow-1836 Lucy Ridge Circle GONYEA HOMES 101-0000-2075 750.00 10/6/2022 Landscape escrow-1800 Lucy Ridge Cir 6,000.00 10/6/2022 GONYEA HOMES 6,000.00 Grinnell Kelly 101-1130-4381 117.50 10/13/2022 Mileage to Arrowwood Resort 117.50 10/13/2022 AP - Check Detail-Checks (10/14/2022)Page 6 of 16 96 Last Name Acct 1 Amount Check Date Description Grinnell Kelly 117.50 HealthPartners, Inc.720-0000-2012 1,380.02 10/13/2022 November - Single HealthPartners, Inc.700-0000-2012 3,448.98 10/13/2022 November - Family HealthPartners, Inc.101-0000-2012 22,080.32 10/13/2022 November - Single HealthPartners, Inc.720-0000-2012 1,724.49 10/13/2022 November - Family HealthPartners, Inc.210-0000-2012 690.01 10/13/2022 November - Single HealthPartners, Inc.701-0000-2012 3,448.98 10/13/2022 November - Family HealthPartners, Inc.701-0000-2012 1,035.01 10/13/2022 November - Single HealthPartners, Inc.101-0000-2012 44,836.74 10/13/2022 November - Family HealthPartners, Inc.101-0000-2012 2,070.03 10/13/2022 November - Single HealthPartners, Inc.700-0000-2012 2,415.04 10/13/2022 November - Single 83,129.62 10/13/2022 HealthPartners, Inc. 83,129.62 Hennepin Healthcare 101-1312-4300 41.00 10/6/2022 Flu shot-Burke 41.00 10/6/2022 Hennepin Healthcare 41.00 Holton Electric Contractors LLC 700-0000-4300 232.75 10/6/2022 Water treatment plant service call 232.75 10/6/2022 Holton Electric Contractors LLC 232.75 Indigo Signs 101-1220-4120 500.00 10/6/2022 Helmet graphics 500.00 10/6/2022 Indigo Signs 500.00 Interstate All Battery Center 101-1320-4120 27.00 10/6/2022 6V 7AH Hvy Spring Top Lantern AP - Check Detail-Checks (10/14/2022)Page 7 of 16 97 Last Name Acct 1 Amount Check Date Description 27.00 10/6/2022 Interstate All Battery Center 27.00 IUOE Local #49 700-0000-2004 152.37 10/6/2022 PR Batch 00406.10.2022 Local 49 dues IUOE Local #49 101-0000-2004 490.00 10/6/2022 PR Batch 00406.10.2022 Local 49 dues IUOE Local #49 701-0000-2004 57.63 10/6/2022 PR Batch 00406.10.2022 Local 49 dues 700.00 10/6/2022 IUOE Local #49 700.00 Kerr Matt 101-1160-4380 54.01 10/6/2022 Mileage-September 54.01 10/6/2022 Kerr Matt 54.01 Lacount Sales, LLC 700-0000-4120 20.40 10/6/2022 12 volt 2.9AH SLA .187 Faston 20.40 10/6/2022 Lacount Sales, LLC 20.40 LAURSEN PIANO SERVICE 101-1560-4130 120.00 10/13/2022 Piano Inspection - Senior Center 120.00 10/13/2022 LAURSEN PIANO SERVICE 120.00 Lawson Products, Inc.101-1320-4120 15.11 10/6/2022 10-24 X 1-1/8 Phil Pan MS, 18-8 SS 15.11 10/6/2022 Lawson Products, Inc. 15.11 AP - Check Detail-Checks (10/14/2022)Page 8 of 16 98 Last Name Acct 1 Amount Check Date Description Lennar 101-0000-2072 2,500.00 10/13/2022 As-Built - Permit 2022-00355 - 1937 Fathers Song 2,500.00 10/13/2022 Lennar 2,500.00 Marcsisak Tom 101-1766-4341 1,785.00 10/6/2022 Umpire- 70 Games 1,785.00 10/6/2022 Marcsisak Tom 1,785.00 MATHESON STEVE 700-0000-2020 51.69 10/6/2022 Refund Check 014615-000, 8329 ESSEX ROAD MATHESON STEVE 700-0000-2020 253.40 10/6/2022 Refund Check 014615-000, 8329 ESSEX ROAD MATHESON STEVE 700-0000-2020 2.65 10/6/2022 Refund Check 014615-000, 8329 ESSEX ROAD 307.74 10/6/2022 MATHESON STEVE 307.74 METROPOLITAN COUNCIL 701-0000-4509 197,038.58 10/13/2022 Waste Water Services 197,038.58 10/13/2022 METROPOLITAN COUNCIL 197,038.58 MEUWISSEN KIM 101-1180-4380 22.13 10/13/2022 Mileage for elections 22.13 10/13/2022 MEUWISSEN KIM 22.13 Michael Homes Inc 700-0000-2021 28.39 10/6/2022 Refund water meter-6483 Beatrice Way Michael Homes Inc 700-0000-3664 385.00 10/6/2022 Refund water meter-6483 Beatrice Way 413.39 10/6/2022 Michael Homes Inc 101-0000-2072 2,500.00 10/13/2022 As-Built - Permit 2021-04093 - 6483 Beatrice Way AP - Check Detail-Checks (10/14/2022)Page 9 of 16 99 Last Name Acct 1 Amount Check Date Description 2,500.00 10/13/2022 Michael Homes Inc 2,913.39 Minnesota Safety Council 101-1560-4343 368.00 10/13/2022 DDC 4hr Class 368.00 10/13/2022 Minnesota Safety Council 368.00 Minnesota UC Fund 101-1125-4060 1,160.00 10/13/2022 Unemployment Benefits 1,160.00 10/13/2022 Minnesota UC Fund 1,160.00 Minuteman Press 101-1170-4110 55.00 10/13/2022 Business Cards - Ryan (500) Thiessen (250) Minuteman Press 101-1170-4110 32.00 10/13/2022 Business Cards - Wicenhauser, Albrecht (250) Minuteman Press 101-1170-4110 16.00 10/13/2022 Business Cards - Chanhassen Utility 103.00 10/13/2022 Minuteman Press 103.00 MN ASSOCIATION OF SENIOR SERV 101-1560-4360 25.00 10/13/2022 Membership - Mary Blazanin 25.00 10/13/2022 MN ASSOCIATION OF SENIOR SERV 25.00 MN Board of Water and Soil Resources 720-0000-4370 165.00 10/13/2022 2022 BWSR Academty - Joe Seidl 165.00 10/13/2022 MN Board of Water and Soil Resources 165.00 AP - Check Detail-Checks (10/14/2022)Page 10 of 16 100 Last Name Acct 1 Amount Check Date Description MN DEPT OF NATURAL RESOURCES 101-1611-4300 135.00 10/6/2022 FebFest 2023 Fishing contest application fee 135.00 10/6/2022 MN DEPT OF NATURAL RESOURCES 135.00 MN NCPERS LIFE INSURANCE 701-0000-2037 8.00 10/6/2022 PR Batch 00406.10.2022 NCPERS-Life Insurance MN NCPERS LIFE INSURANCE 700-0000-2037 8.00 10/6/2022 PR Batch 00406.10.2022 NCPERS-Life Insurance MN NCPERS LIFE INSURANCE 101-0000-2037 96.00 10/6/2022 PR Batch 00406.10.2022 NCPERS-Life Insurance 112.00 10/6/2022 MN NCPERS LIFE INSURANCE 112.00 Munici-Pals 101-1120-4370 40.00 10/6/2022 Registration-Meuwissen Munici-Pals 101-1120-4360 40.00 10/6/2022 Membership Dues 80.00 10/6/2022 Munici-Pals 80.00 Nelson Ben 700-7204-4901 50.00 10/6/2022 Waterwise Rebate-Smart Irrigation Controller 50.00 10/6/2022 Nelson Ben 50.00 PATCHIN MESSNER & DODD 605-6502-4300 2,981.25 10/6/2022 101 Project- Appraisal of Parcel 14 2,981.25 10/6/2022 PATCHIN MESSNER & DODD 2,981.25 Pinnacle Pest Control 101-1170-4300 150.00 10/6/2022 Pest control/bait stations Pinnacle Pest Control 101-1530-4300 80.00 10/6/2022 Pest control/bait stations Pinnacle Pest Control 701-0000-4300 80.00 10/6/2022 Pest control/bait stations Pinnacle Pest Control 101-1550-4300 160.00 10/6/2022 Pest control/bait stations Pinnacle Pest Control 700-0000-4300 210.00 10/6/2022 Pest control/bait stations AP - Check Detail-Checks (10/14/2022)Page 11 of 16 101 Last Name Acct 1 Amount Check Date Description 680.00 10/6/2022 Pinnacle Pest Control 680.00 Poppitz Chad 101-1766-4341 178.50 10/13/2022 Softball Umpire - 7 games 178.50 10/13/2022 Poppitz Chad 178.50 Resource Environmental Solutions, LLC 720-7202-4300 331.00 10/13/2022 Hwy 61 Roundabout Veg Managment - Mowing, Herbicide, Weeding 331.00 10/13/2022 Resource Environmental Solutions, LLC 331.00 Robert Bealke Industries 101-1611-4345 200.00 10/13/2022 FebFest 2023 DJ Deposit 200.00 10/13/2022 Robert Bealke Industries 200.00 Roder Val 101-1560-4343 250.00 10/6/2022 Chair Yoga 250.00 10/6/2022 Roder Val 250.00 Schwickert Company 101-1170-4530 28,187.00 10/13/2022 Install Liebert Unit Schwickert Company 101-1190-4510 390.64 10/13/2022 Investigate Roof Leak & Repairs 28,577.64 10/13/2022 Schwickert Company 28,577.64 Shadywood Tree Experts and Landscaping 720-7202-4300 625.00 10/6/2022 Blvd tree stump grinding-7900 Kerber Blvd AP - Check Detail-Checks (10/14/2022)Page 12 of 16 102 Last Name Acct 1 Amount Check Date Description Shadywood Tree Experts and Landscaping 720-7202-4300 210.00 10/6/2022 Blvd tree stump grinding-8189 Century Blvd Shadywood Tree Experts and Landscaping 720-7202-4300 625.00 10/6/2022 Blvd tree stump grinding-6361 Melody Ln Shadywood Tree Experts and Landscaping 720-7202-4300 210.00 10/6/2022 Blvd tree stump grinding-7700 Market Blvd 1,670.00 10/6/2022 Shadywood Tree Experts and Landscaping 1,670.00 Shred-It 101-1160-4300 280.95 10/13/2022 Shredding Service - 1 Bin Exchange 280.95 10/13/2022 Shred-It 280.95 SOFTWARE HOUSE INTERNATIONAL 101-1160-4205 943.00 10/6/2022 ManageEngine AD Audit Annual Renewal 943.00 10/6/2022 SOFTWARE HOUSE INTERNATIONAL 943.00 SOUTHWEST LOCK & KEY 701-0000-4510 1,468.00 10/6/2022 pad locks SOUTHWEST LOCK & KEY 700-0000-4510 2,729.75 10/6/2022 install locks at wells/tower 3/LS 24/tower 2 SOUTHWEST LOCK & KEY 700-0000-4510 3,459.00 10/6/2022 install locks at wells 2/11/8/7 SOUTHWEST LOCK & KEY 101-1170-4510 546.50 10/6/2022 repair panic bar (city hall) SOUTHWEST LOCK & KEY 101-1190-4510 144.00 10/6/2022 repair inside panic bar (Wilder Room) SOUTHWEST LOCK & KEY 700-0000-4510 214.00 10/6/2022 drill off lock on well 14 8,561.25 10/6/2022 SOUTHWEST LOCK & KEY 8,561.25 SOUTHWEST NEWS MEDIA 101-1110-4336 139.65 10/13/2022 Legal - No 4274 - Ordinance 695 SOUTHWEST NEWS MEDIA 101-1310-4336 58.80 10/13/2022 Legal = Vacation of Alley A SOUTHWEST NEWS MEDIA 101-1220-4144 375.00 10/13/2022 Front Page - Fire Station Open House SOUTHWEST NEWS MEDIA 101-1420-4336 33.08 10/13/2022 Legal - No 4272 - No 2022-13 SOUTHWEST NEWS MEDIA 101-1420-4336 25.73 10/13/2022 Legal - No 4275 - Med Cannab 632.26 10/13/2022 AP - Check Detail-Checks (10/14/2022)Page 13 of 16 103 Last Name Acct 1 Amount Check Date Description SOUTHWEST NEWS MEDIA 632.26 SPS Works 101-1120-4360 27.90 10/6/2022 Notary Stamp-Osen 27.90 10/6/2022 SPS Works 27.90 The Hartford 101-0000-2015 1,338.63 10/6/2022 LTD-October The Hartford 720-0000-2015 58.88 10/6/2022 LTD-October The Hartford 700-0000-2015 106.36 10/6/2022 LTD-October The Hartford 210-0000-2015 19.78 10/6/2022 LTD-October The Hartford 701-0000-2015 70.79 10/6/2022 LTD-October 1,594.44 10/6/2022 The Hartford 1,594.44 Thomas Derek 700-7204-4901 50.00 10/6/2022 WaterWise Rebate 50.00 10/6/2022 Thomas Derek 50.00 TimeSaver Off Site Secretarial, Inc 210-0000-4300 632.00 10/6/2022 City Council Meeting/Planning Commission Meeting minutes 632.00 10/6/2022 TimeSaver Off Site Secretarial, Inc 632.00 True North Controls 700-0000-4530 1,926.00 10/13/2022 New FCC License, 4RF Din Rail Mounting Bracket 1,926.00 10/13/2022 True North Controls 1,926.00 United Laboratories 101-1550-4150 263.83 10/13/2022 Vandalism Mark Remover AP - Check Detail-Checks (10/14/2022)Page 14 of 16 104 Last Name Acct 1 Amount Check Date Description 263.83 10/13/2022 United Laboratories 263.83 Unmacht Matt 101-1120-4372 49.84 10/6/2022 Lunch for interview team 49.84 10/6/2022 Unmacht Matt 49.84 VERIZON WIRELESS 701-0000-4310 446.80 10/6/2022 Monthly service VERIZON WIRELESS 101-1220-4310 702.27 10/6/2022 Monthly service VERIZON WIRELESS 700-0000-4310 125.10 10/6/2022 Monthly service VERIZON WIRELESS 701-0000-4310 125.10 10/6/2022 Monthly service VERIZON WIRELESS 101-1250-4310 363.63 10/6/2022 Monthly service VERIZON WIRELESS 101-1520-4310 51.97 10/6/2022 Monthly service VERIZON WIRELESS 700-0000-4310 591.46 10/6/2022 Monthly service VERIZON WIRELESS 101-1550-4310 534.05 10/6/2022 Monthly service VERIZON WIRELESS 101-1170-4310 46.19 10/6/2022 Monthly service VERIZON WIRELESS 101-1120-4310 232.42 10/6/2022 Monthly service VERIZON WIRELESS 101-1540-4310 -16.77 10/6/2022 Monthly service VERIZON WIRELESS 101-1530-4310 41.19 10/6/2022 Monthly service VERIZON WIRELESS 101-1160-4310 138.57 10/6/2022 Monthly service VERIZON WIRELESS 210-0000-4310 41.19 10/6/2022 Monthly service VERIZON WIRELESS 101-1420-4310 46.19 10/6/2022 Monthly service VERIZON WIRELESS 101-1600-4310 134.95 10/6/2022 Monthly service VERIZON WIRELESS 101-1370-4310 89.35 10/6/2022 Monthly service VERIZON WIRELESS 101-1312-4310 46.19 10/6/2022 Monthly service VERIZON WIRELESS 720-0000-4310 432.98 10/6/2022 Monthly service VERIZON WIRELESS 101-0000-2033 11.00 10/6/2022 Monthly service VERIZON WIRELESS 101-1310-4310 178.58 10/6/2022 Monthly service VERIZON WIRELESS 101-1110-4310 999.99 10/6/2022 Monthly service VERIZON WIRELESS 400-4126-4703 2,069.91 10/6/2022 Monthly service VERIZON WIRELESS 101-1320-4310 274.40 10/6/2022 Monthly service 7,706.71 10/6/2022 VERIZON WIRELESS 7,706.71 AP - Check Detail-Checks (10/14/2022)Page 15 of 16 105 Last Name Acct 1 Amount Check Date Description Waste Management of Minnesota, Inc 101-1550-4329 -19.98 10/13/2022 Service - Lake Ann 2021 - 1456 W 78th St Waste Management of Minnesota, Inc 701-0000-4329 17.13 10/13/2022 Monthly Service - Public Works - 7901 Park Pl Waste Management of Minnesota, Inc 101-1312-4329 136.99 10/13/2022 Monthly Service - Public Works - 7901 Park Pl Waste Management of Minnesota, Inc 101-1220-4329 104.15 10/13/2022 Service - Main Fire Station - 7610 Laredo Dr Waste Management of Minnesota, Inc 700-0000-4329 17.13 10/13/2022 Monthly Service - Public Works - 7901 Park Pl Waste Management of Minnesota, Inc 720-7202-4329 77.27 10/13/2022 Service - Lyman Community Garden - 1801 Lyman Blvd Waste Management of Minnesota, Inc 101-1550-4329 608.53 10/13/2022 Monthly Service - Public Works - 7901 Park Pl Waste Management of Minnesota, Inc 101-1170-4329 262.09 10/13/2022 Service - City Hall - 7700 Market Blvd Waste Management of Minnesota, Inc 101-1220-4329 38.71 10/13/2022 Service - West Fire Station - 6400 Minnewashta Pkwy Waste Management of Minnesota, Inc 101-1190-4329 326.02 10/13/2022 Service - Chan Library - 7711 Kerber Blvd 1,568.04 10/13/2022 Waste Management of Minnesota, Inc 1,568.04 602,337.18 AP - Check Detail-Checks (10/14/2022)Page 16 of 16 106 AP Check Detail-ACH User: dwashburn Printed: 10/14/2022 1:25:22 PM Last Name Acct 1 Amount Check Date Description American Family Life Assurance Company of Columbus 101-0000-2008 39.78 10/6/2022 AFLAC-September 39.78 10/6/2022 American Family Life Assurance Company of Columbus 39.78 BENEFIT EXTRAS INC 101-0000-2012 87.00 10/13/2022 Cobra BENEFIT EXTRAS INC 101-1120-4351 179.10 10/13/2022 Cobra 266.10 10/13/2022 BENEFIT EXTRAS INC 266.10 BOLTON & MENK INC 601-6049-4300 48,029.76 10/6/2022 Professional Services- 2022 Street Rehab (22-01) 48,029.76 10/6/2022 BOLTON & MENK INC 48,029.76 BRAUN INTERTEC CORPORATION 601-6043-4300 550.00 10/6/2022 Professional Services-Minnewashta Pkwy Rehab BRAUN INTERTEC CORPORATION 601-6049-4300 22,065.25 10/6/2022 Professional Services-Longacres, Brinker, and Stone Creek area 22,615.25 10/6/2022 BRAUN INTERTEC CORPORATION 22,615.25 CarteGraph Systems 720-7025-4231 9,783.04 10/13/2022 Cartegraph OMS CarteGraph Systems 101-1160-4230 13,579.52 10/13/2022 SeeClickFix Annual Maintenance CarteGraph Systems 701-7025-4231 9,783.03 10/13/2022 Cartegraph OMS AP - Check Detail-ACH (10/14/2022)Page 1 of 10 107 Last Name Acct 1 Amount Check Date Description CarteGraph Systems 400-4117-4231 9,783.03 10/13/2022 Cartegraph OMS CarteGraph Systems 400-4117-4231 800.00 10/13/2022 Cartegraph OMS Add On users renewal CarteGraph Systems 700-7025-4231 9,783.04 10/13/2022 Cartegraph OMS 53,511.66 10/13/2022 CarteGraph Systems 53,511.66 Carver County 101-1160-4326 375.00 10/6/2022 Carverlink Internet/Fiber - Oct Carver County 700-1160-4326 650.00 10/6/2022 Carver Fiber-WWTP/W-3, 7, 8/LS 24 1,025.00 10/6/2022 Carver County 101-1210-4506 26,903.42 10/13/2022 3rd Qtr 2022 Police Contract Carver County 101-1123-4300 100.00 10/13/2022 Escrow for LandShark Image Fees Carver County 101-1550-4300 407.77 10/13/2022 Labor, Equipment & Material Repair Damage PED Pole 27,411.19 10/13/2022 Carver County 28,436.19 COMPUTER INTEGRATION TECHN.101-1160-4300 195.00 10/13/2022 Network Consulting - Firewall Configuration 195.00 10/13/2022 COMPUTER INTEGRATION TECHN. 195.00 Engel Water Testing Inc 700-0000-4300 700.00 10/6/2022 water testing-monthly/4162 Lakeridge Rd 700.00 10/6/2022 Engel Water Testing Inc 700.00 ESS BROTHERS & SONS INC 720-7207-4150 561.00 10/6/2022 R-3210-L 561.00 10/6/2022 AP - Check Detail-ACH (10/14/2022)Page 2 of 10 108 Last Name Acct 1 Amount Check Date Description ESS BROTHERS & SONS INC 561.00 FASTENAL COMPANY 101-1370-4510 4.07 10/6/2022 1-1/2"10-14GBlkSqPlg 4.07 10/6/2022 FASTENAL COMPANY 4.07 Fire Catt, LLC 101-1220-4530 4,481.00 10/6/2022 Fire hose testing/ground ladder testing 4,481.00 10/6/2022 Fire Catt, LLC 4,481.00 GOPHER STATE ONE-CALL INC 400-0000-4300 630.45 10/6/2022 Utility locates-September 630.45 10/6/2022 GOPHER STATE ONE-CALL INC 630.45 GRANICUS INC 210-0000-4300 9,397.50 10/13/2022 Granicus Peak Agenda Mgmt Renewal 9,397.50 10/13/2022 GRANICUS INC 9,397.50 HAWKINS CHEMICAL 700-7019-4160 8,814.39 10/13/2022 Azone 15 EPA Reg No 7870-5 8,814.39 10/13/2022 HAWKINS CHEMICAL 8,814.39 Indoor Landscapes Inc 101-1170-4300 187.00 10/6/2022 October plant services 187.00 10/6/2022 AP - Check Detail-ACH (10/14/2022)Page 3 of 10 109 Last Name Acct 1 Amount Check Date Description Indoor Landscapes Inc 187.00 Innovative Office Solutions LLC 101-1170-4110 245.27 10/6/2022 Notary book/paper/rubberbands 245.27 10/6/2022 Innovative Office Solutions LLC 101-1170-4110 73.36 10/13/2022 Brochure Paper 8.5X11 73.36 10/13/2022 Innovative Office Solutions LLC 318.63 KATH FUEL OIL SERVICE 700-0000-4170 4,809.11 10/13/2022 Ultra Low #1 Dyed KATH FUEL OIL SERVICE 700-0000-4170 2,849.55 10/13/2022 Ultra Low #1 Dyed 7,658.66 10/13/2022 KATH FUEL OIL SERVICE 7,658.66 KENNEDY & GRAVEN, CHARTERED 605-6502-4300 3,956.02 10/6/2022 Acquisition of ROW for CR 101 KENNEDY & GRAVEN, CHARTERED 605-6502-4300 37,583.13 10/6/2022 Acquisition of ROW for CR 101 41,539.15 10/6/2022 KENNEDY & GRAVEN, CHARTERED 481-0000-4300 880.00 10/13/2022 Tax Increment Financing Dist No 12 880.00 10/13/2022 KENNEDY & GRAVEN, CHARTERED 42,419.15 KIMLEY HORN AND ASSOCIATES INC 605-6502-4300 1,441.00 10/6/2022 TH 101 Reconstruction KIMLEY HORN AND ASSOCIATES INC 605-6503-4300 162.25 10/6/2022 TH 101 Reconstruction KIMLEY HORN AND ASSOCIATES INC 400-0000-1155 11,902.50 10/6/2022 Private Development Field Observation 13,505.75 10/6/2022 KIMLEY HORN AND ASSOCIATES INC 13,505.75 AP - Check Detail-ACH (10/14/2022)Page 4 of 10 110 Last Name Acct 1 Amount Check Date Description LAKESIDE PROMOTIONS LLC 101-1766-4129 274.25 10/6/2022 Softball Champion T-shirts 274.25 10/6/2022 LAKESIDE PROMOTIONS LLC 274.25 Macqueen Emergency Group 201-0000-4705 562.90 10/6/2022 Globe Supraflex boots 562.90 10/6/2022 Macqueen Emergency Group 562.90 Marco Inc 700-0000-4410 101.00 10/13/2022 Konica/AA7R011, Konica/AckN011 Marco Inc 720-0000-4410 50.50 10/13/2022 Konica/AA7R011, Konica/AckN011 Marco Inc 701-0000-4410 101.00 10/13/2022 Konica/AA7R011, Konica/AckN011 Marco Inc 101-1170-4410 757.50 10/13/2022 Konica/AA7R011, Konica/AckN011 1,010.00 10/13/2022 Marco Inc 1,010.00 Matheson Tri-Gas, Inc.101-1370-4150 33.54 10/6/2022 Miller Adapter 33.54 10/6/2022 Matheson Tri-Gas, Inc. 33.54 Minnesota Equipment 101-1320-4120 144.54 10/6/2022 boot/v-belt 144.54 10/6/2022 Minnesota Equipment 144.54 MINNESOTA OCCUPATIONAL HEALTH 101-1320-4300 64.00 10/13/2022 Federal Drug Screen - Charles Burke 64.00 10/13/2022 AP - Check Detail-ACH (10/14/2022)Page 5 of 10 111 Last Name Acct 1 Amount Check Date Description MINNESOTA OCCUPATIONAL HEALTH 64.00 MN DEPT OF LABOR AND INDUSTRY 700-7019-4530 10.00 10/13/2022 West Water Treatment Plant 2100 Lake Harrison Rd - Boiler 10.00 10/13/2022 MN DEPT OF LABOR AND INDUSTRY 10.00 MN VALLEY ELECTRIC COOP 700-0000-4320 140.75 10/6/2022 Electricity charges MN VALLEY ELECTRIC COOP 101-1350-4320 34.27 10/6/2022 Electricity charges MN VALLEY ELECTRIC COOP 101-1600-4320 33.05 10/6/2022 Electricity charges MN VALLEY ELECTRIC COOP 101-1350-4320 32.41 10/6/2022 Electricity charges MN VALLEY ELECTRIC COOP 101-1350-4320 5,402.06 10/6/2022 Electricity charges MN VALLEY ELECTRIC COOP 101-1350-4320 91.28 10/6/2022 Electricity charges MN VALLEY ELECTRIC COOP 101-1350-4320 190.21 10/6/2022 Electricity charges MN VALLEY ELECTRIC COOP 701-0000-4320 411.92 10/6/2022 Electricity charges 6,335.95 10/6/2022 MN VALLEY ELECTRIC COOP 6,335.95 NAPA AUTO & TRUCK PARTS 101-1550-4120 125.68 10/6/2022 Lift Support NAPA AUTO & TRUCK PARTS 101-1320-4120 73.33 10/6/2022 oil filters/front convent/back-up LP 199.01 10/6/2022 NAPA AUTO & TRUCK PARTS 199.01 POMP'S TIRE SERVICE INC 101-1550-4120 895.60 10/13/2022 ANS Tractor R3 895.60 10/13/2022 POMP'S TIRE SERVICE INC 895.60 PRAIRIE RESTORATIONS INC 720-7202-4300 2,000.00 10/13/2022 Buckthorn Overspray Kerber Pond No Lotus PRAIRIE RESTORATIONS INC 720-7202-4300 490.00 10/13/2022 West Water Treatment Plant - Prairie Management AP - Check Detail-ACH (10/14/2022)Page 6 of 10 112 Last Name Acct 1 Amount Check Date Description 2,490.00 10/13/2022 PRAIRIE RESTORATIONS INC 2,490.00 PRECISE MRM LLC 101-1320-4300 273.00 10/13/2022 1121751 Rev A - 2022-08 Subscription 273.00 10/13/2022 PRECISE MRM LLC 273.00 Premium Waters, Inc 101-1550-4120 120.39 10/13/2022 Chip 5 Gal, Sales, Bottle Deposits Premium Waters, Inc 101-1550-4120 4.00 10/13/2022 Monthly - October 124.39 10/13/2022 Premium Waters, Inc 124.39 Pro-Tec Design, Inc.101-1370-4530 1,317.88 10/6/2022 Repair-PW ped door causing false alarms 1,317.88 10/6/2022 Pro-Tec Design, Inc. 1,317.88 Rent N Save Portable Services 101-1550-4400 5,389.20 10/13/2022 Portable Restrooms 5,389.20 10/13/2022 Rent N Save Portable Services 5,389.20 Safety Vehicle Solutions 101-1220-4520 215.00 10/6/2022 G-11 Motorola Radio Install 215.00 10/6/2022 Safety Vehicle Solutions 215.00 Spectrum Screen Printing Inc 101-1250-4240 116.09 10/6/2022 shirts AP - Check Detail-ACH (10/14/2022)Page 7 of 10 113 Last Name Acct 1 Amount Check Date Description 116.09 10/6/2022 Spectrum Screen Printing Inc 116.09 SUMMIT COMPANIES 101-1190-4300 420.00 10/13/2022 Annual Alarm Monitoring June 2022 - May 2023 420.00 10/13/2022 SUMMIT COMPANIES 420.00 Sun Life Financial 701-0000-2011 27.51 10/6/2022 October Life Insurance Sun Life Financial 720-0000-2011 25.27 10/6/2022 October Life Insurance Sun Life Financial 101-0000-2037 948.82 10/6/2022 October Life Insurance Sun Life Financial 210-0000-2011 8.42 10/6/2022 October Life Insurance Sun Life Financial 701-0000-2037 158.64 10/6/2022 October Life Insurance Sun Life Financial 101-0000-2011 580.43 10/6/2022 October Life Insurance Sun Life Financial 700-0000-2011 42.80 10/6/2022 October Life Insurance Sun Life Financial 700-0000-2037 158.64 10/6/2022 October Life Insurance Sun Life Financial 101-0000-2011 17.03 10/6/2022 October Life Insurance-Cobra 1,967.56 10/6/2022 Sun Life Financial 1,967.56 Universal Athletic Services, Inc.101-1530-4240 202.44 10/6/2022 Rec Center Uniforms 202.44 10/6/2022 Universal Athletic Services, Inc. 202.44 VESSCO INC 700-7019-4150 631.38 10/13/2022 Prominent, Spare Parts Kit 631.38 10/13/2022 VESSCO INC 631.38 WASHBURN DANIELLE 101-1130-4381 127.50 10/13/2022 Mileage to MNGFOA - Alexandria AP - Check Detail-ACH (10/14/2022)Page 8 of 10 114 Last Name Acct 1 Amount Check Date Description 127.50 10/13/2022 WASHBURN DANIELLE 127.50 WM MUELLER & SONS INC 420-0000-4150 286.44 10/6/2022 1/4" Sand 7.0% WM MUELLER & SONS INC 420-0000-4150 1,119.50 10/6/2022 1/2" wear 6.2% 1,405.94 10/6/2022 WM MUELLER & SONS INC 420-0000-4150 286.44 10/13/2022 Sand 7.0% 286.44 10/13/2022 WM MUELLER & SONS INC 1,692.38 WSB & ASSOCIATES INC 601-6040-4300 11,103.45 10/6/2022 Galpin Blvd Improvement Project WSB & ASSOCIATES INC 601-6046-4300 3,115.60 10/6/2022 Lake Lucy Road Rehabilitation Project 20-03 WSB & ASSOCIATES INC 420-1310-4546 648.00 10/6/2022 2022 Annual Pavement Inspection WSB & ASSOCIATES INC 101-1310-4300 39.00 10/6/2022 2022 GIS/AMS Support Services WSB & ASSOCIATES INC 101-1320-4300 39.00 10/6/2022 2022 GIS/AMS Support Services WSB & ASSOCIATES INC 700-0000-4300 39.00 10/6/2022 2022 GIS/AMS Support Services WSB & ASSOCIATES INC 720-0000-4300 39.00 10/6/2022 2022 GIS/AMS Support Services WSB & ASSOCIATES INC 701-0000-4300 39.00 10/6/2022 2022 GIS/AMS Support Services 15,062.05 10/6/2022 WSB & ASSOCIATES INC 720-7025-4300 1,005.50 10/13/2022 2022 Pond Maintenance Project WSB & ASSOCIATES INC 720-7025-4300 656.00 10/13/2022 2021 Pond Maintenance Project WSB & ASSOCIATES INC 720-0000-4300 963.25 10/13/2022 2022 Water Resources Support Services 2,624.75 10/13/2022 WSB & ASSOCIATES INC 17,686.80 XCEL ENERGY INC 101-1350-4320 10.62 10/6/2022 Electricity charges XCEL ENERGY INC 101-1350-4320 22,192.20 10/6/2022 Electricity charges XCEL ENERGY INC 101-1600-4320 27.19 10/6/2022 Electricity charges XCEL ENERGY INC 700-0000-4320 125.50 10/6/2022 Electricity charges XCEL ENERGY INC 101-1350-4320 36.66 10/6/2022 Electricity charges AP - Check Detail-ACH (10/14/2022)Page 9 of 10 115 Last Name Acct 1 Amount Check Date Description 22,392.17 10/6/2022 XCEL ENERGY INC 22,392.17 306,346.92 AP - Check Detail-ACH (10/14/2022)Page 10 of 10 116 City Council Item October 24, 2022 Item Approve an Encroachment Agreement between the City of Chanhassen and Areyan Hashemi-Rad and Angela Hashemi-Rad File No.N/A Item No: D.6 Agenda Section CONSENT AGENDA Prepared By Stacy Osen, Administrative Support Specialist Reviewed By Charlie Howley SUGGESTED ACTION "The Chanhassen City Council approves an encroachment agreement allowing Areyan and Angela Hashemi-Rad to replace and install a retaining wall on the subject property that will encroach into the City's easement area located at 6650 Hopi Road." Motion Type Simple Majority Vote of members present Strategic Priority Asset Management SUMMARY Encroachment Agreements (EAs) are customary for when a property owner installs a physical improvement within a public easement. The EA generally provides an obligation to the property owner to allow the City to access, remove, or alter the improvement as part of any necessary work that may occur within the easement in the future; and that any cost associated with repairing or replacing the improvement would be at the property owner's expense, not the City's. BACKGROUND The property owners of 6650 Hopi Road (Areyan and Angela Hashemi-Rad) have submitted a permit application to replace and install a retaining wall on the property, which is legally described as Lot 2, Block 1, TJO Addition. This improvement will encroach into the City's platted easement areas. In order to permit the improvement, the property owners must enter into an encroachment agreement with the 117 City. DISCUSSION The attached encroachment agreement was drafted by the City Attorney's office. The property owners have signed the encroachment agreement which requires City Council approval before the permit can be issued. Specific conditions are outlined in the agreement. Upon City approval and execution, the encroachment agreement will be recorded against the property. BUDGET N/A RECOMMENDATION Staff recommends approving the encroachment agreement. ATTACHMENTS 6650 Hopi Road Encroachment Agreement 6650 Hopi Road Image 118 (reserved for recordi nR information) ENCROACHMENT AGREEMENT AGREEMENT made this _ day of 2022,by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation ("City"), and AREYAI\I HASHEMI-RAD and ANGELA HASHEMI-RAD, married to each other ("Owners"). l. BACKGROUND. Owners are the fee owners of certain real property located in the City of Chanhassen, County of Carver, State of Minnesota, legally described as follows: Parcel No.25.8530020 Lot 2, Block l, TJO ADDITION, according to the recorded plat thereof (coT i7087) having a street address of6650 Hopi Road, Chanhassen, Minnesota 55317 ("Subject Property"). The City owns easernents for drainage and utility purposes over portions of the Subject Property ("Easement Areas"). Owners desire to replace and install a retaining wall on the Subject Property that will encroach into the City's Easements Areas as depicted on the attached Exhibit 2. ENCROACIIMENT AUTHORIZATION. The City hereby approves the encroachment in its Easemant Areas on the Subject Property for the retaining wall subject to the 223875!l 119 conditions set forth in this Agreement. Further conditions of encroachment approval are as follow: The City shall have no responsibility to maintain or repair the retaining wall located within the Easement Areas. Owners agree that the retaining wall to be built will be 4' or less in total height, unless an engineered design for walls over 4' total height is submitted and approved by the City. The retaining wall located on the Subject Property must not impact or increase water drainage on the abutting properties or cause any adverse drainage pattems or erosion to the abutting properties. The Owners, their heirs, successors and assigns, are fully responsible and liable for any and all damage caused to the retaining wall or resulting from construction and/or installation of the retaining wall within the Easement Areas. The Owners of the Subject Property will own and maintain the retaining wall. Further, Owners agree that the retaining wall shall be constructed consistent with all applicable Iideral, state and local laws and regulations. 3. HOLD IIARMLESS AND INDEMNITY. In consideration of being allowed to encroach in the Easernent Areas, Owners, for thernselves, their heirs and assigns, hereby agree to indernniff and hold the City harmless fiom any damage caused to the Subject Property, including the retaining wall located in the Easernent Areas, caused in whole or in part by the encroachment into the Easement Areas. 4. TERMINATION OF AGREEMENT. The City may, at its sole discretion, terminate this Agreement at any time if it is reasonably necessary for the City to occupy the Easernent Areas by giving the then owner of the Subject Property thirty (30) days advance written notice, except that no notice period will be required in the case ofan emergency condition as determined solely by the City and this Agreernent may then be terminated immediately. The property owner shall remove that portion of the retaining wall to the extent it impacts the Easement Areas to the effective date of the terrnination of this Age€ment. If the a a 221875\ |120 owner fails to do so, the City may remove the retaining wall to the extent it impacts the Easement Areas and charge the cost of rernoval back to the owner for reimbursernent. 5. RECORDING. This Agreernent shall run with the land and shall be recorded against the title to the Subject Property. CITY OF CHANHASSEN By (SEAL)Elise Ryan, Mayor And Laurie Hokkanen, City Manager STATE OF MINNESOTA ) )ss. COUNTYOFCARVER ) The foregoing instrument was acknowledged before me this day of 2022,by Elise Ryan and by Laurie Hokkanen, respectively the Mayor and City Manager of the City of Chanhassen, a Minnesota municipal corporation. on behalf of the corporation and pursuant to the authority grantd by its City Council. Notary Public lll875r I 121 PROPERTY OWNER: Areyan STATE OF MINNESOTA COL]NTY OF ) )ss. ) foregoing instrument was acknowledged befbre me this |1f, auy of 2022, by Areyan Hashemi-Rad, manied to Angela Hashemi-Rad. Notary 223875v1 122 STATE OF MINNESOTA COLNTY OF PROPERTY OWNER: Angela Hashemi-Rad instrument was acknowledged before me this l7% auy 2022, by Angela Hashemi-Rad, manied to Areyan Hashemi-Rad.n /r ,-Ce-,*-Nola6ilrbtf{ ) )ss. ) ,,.-, , The foregoing ( i]<Mer of STACY KERBER OSEN Nolary Public-Minnesola E{rra Jan 31, a}27 DRAFTED BY: CAtTTPBELL I(\trrsoN, Prolessio no I As s o ciatio n Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 Telephone: (651 ) 452-5000 AMP :23875\ |123 EXHIBIT "A" 223875r'l t{ \ \ 6f ".ter ?i, \ \ \=a= \ \ \ () rf\\ o\v \ r)\\q-\ \) ( ) -j: ) \\ tl \ ( \ \ \ \ \ I \ \ \ \ \o \\'* \ 'Q", \ \ \t^ 124 125 City Council Item October 24, 2022 Item Approve an Encroachment Agreement between the City of Chanhassen and Virginia S. Thomas Family Limited Partnership File No.N/A Item No: D.7 Agenda Section CONSENT AGENDA Prepared By Stacy Osen, Administrative Support Specialist Reviewed By Charlie Howley SUGGESTED ACTION "The Chanhassen City Council approves an encroachment agreement allowing Virginia S. Thomas Family Limited Partnership to construct a 6-inch concrete base for a 12-foot by 25-foot dumpster enclosure on top of the base on the subject property that will encroach into the City's easement area located at 550 West 79th Street." Motion Type Simple Majority Vote of members present Strategic Priority Asset Management SUMMARY Encroachment Agreements (EAs) are customary for when a property owner installs a physical improvement within a public easement. The EA generally provides an obligation to the property owner to allow the City to access, remove, or alter the improvement as part of any necessary work that may occur within the easement in the future; and that any cost associated with repairing or replacing the improvement would be at the property owner's expense, not the city. BACKGROUND The property owner of 550 West 79th Street (Virginia S. Thomas Family Limited Partnership) has submitted a permit application to construct and install a 6-inch thick concrete slab for a 12-foot by 25- foot dumpster enclosure on the property, which is legally described as Lot 2, Block 1, Crossroads Plaza 126 3rd Addition. This improvement will encroach into the City's platted easement areas. In order to permit the improvement, the property owner must enter into an encroachment agreement with the City. DISCUSSION The attached encroachment agreement was drafted by the City Attorney's office. The property owner has signed the encroachment agreement which requires City Council approval before the permit can be issued. Specific conditions are outlined in the agreement. Upon City approval and execution, the encroachment agreement will be recorded against the property. BUDGET N/A RECOMMENDATION Staff recommends approving the encroachment agreement. ATTACHMENTS 550 West 79th Street Encroachment Agreement Letter from CenterPoint Energy dated 10-04-2022 127 (reserved for recotding hfonnation) ENCROACHMENT AGREEMENT AGREEMENT made this _ day of 2022, by and between the CITY OF CHAI\IHASSEN, a Minnesota municipal corporation ("City') and VIRGIMA S. THOMAS FAMILY LIII{ITED PARTIYERSHIP, a Minnesota limitedpartnership C'Owner'). 1. BACKGROTII\D. Owner is the fee owner of certain real property located in the City of Chanhassen, County of Carver, State of Minnesot4 legally described as follows: Percel ID No. 25.8611X)60 Lot 2, Block l, Crossroads Plaza 3!d Addition, according to the recorded plat thereof (cor 32660) having a steet address of 550 79t Street West, Chanhassen, Minne.sota 553 l7 ("Subject Property). The City owns easements for drainage and utility purposes over portions of the Subject Property (Easement Areas"). Owner desires to construct and install a 6" concrete base for a 12' x 25' dumpster enclosure on top ofthe base ("Improvement") on the Subject Property ttrat will encroach into the City's Easernents Areas as depicted on the attached Exhibit "A'. 2. ENCROACEMENT AUTHORIZATION. The City hereby approves the encroachment in its Easement Areas on the Subject Property for the lmprovement subject to the 223165v1 128 conditions set forth in this Agreement. Further conditions of encroachment approval are as follow: The City shall have no responsibility to maintain or repair the Improvement located within the Easement Areas. The lmprovement located on the Subject Prope4y must not impact or increase water drainage on the abutting properties or cause any adverse drainage pattems or erosion to the abutting properties. The Owner, its successors and assims, is firlly responsible and liable for any and all damage caused to the knprovement or resulting from construction and/or installation of the Improvement within the Easement Areas. The Owner ofthe Subject Property qrill swn and maintain the Improvernent. a a o o Furtheq Owner agrees that the lmprovernent shall be constructed consistent with all applicable federal, state and local laws and regulations. 3. HOLD IIARMLESS AND II{DEMNTTY. In consideration ofbeing allowed to encroach in the Easement Areas, Owner, for itself, its successors and assigns, hereby agrees to indemnifu and hold the City harmless from any damage caused to the Subject Property, including the knprovement located in the Easement Areas, caused in whole or in part by the encroacbment into the Easement Areas. 4. TERMINATION OF AGREEMENT. The City may, at its sole discretion, terminate this Agr€€ment at any time if it is reasonably necessary for the City to occupy the Easement Areas by giving the then owner of the Subject Property thirty (30) days advance written notice, except that no notice period will be required in the case ofan emergency condition as determined solely by tle City and this Agreernent may then be terrrinated immediatd. The property owner shall remove that portion of the lmprovement to the extent it impacts the Easement Ar€as to the effective date of the termination of this Agreement. If the owner fails to do so, the City may remove the Improvement to the ext€nt it impacts the Easement Areas aod charge the cost of removal back to the owner for reimbursement. 223765v1 129 5. RECORDING. This Agreement shall run with the land and shall be recorded againS the title to the Subject Property. CITY OF CHAIIHASSEN (SEAL)Elise Ryan, Mayor And Laurie Hokkanen, City Manager STATE OF MINNESOTA COUNTY OF CARVER The foregoing instrument was acknowledged before me this _ day of 2022, by B,lise Ryan and by Laurie llokkanen, respectively the Mayor and City Manager of the City of Chanhassen, a Mirnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. Notary Public By ) )ss. ) 223't65vl 130 OWNER: VIRGII\IIA S. THOMAS FAMILY LIMITED PARThIERSHIP By Its //h 4q?,4.-' Iname] [tide] STATE OF MINNESOTA ) )ss. COLINTYO il ,by of fiEVirginia s.-homas F Lim behalf ofthe entity. DRAFTED BY: CAMPBELL KNUTSo\ Prulessional Associariol Grand Oak Office Center I 860 Blue Gentian Road SuitE 290 Eaga& Mirnesota 55121 Telephone: (65 I ) 452-5000 AMP me this day of the , a Minnesota was on fllM,rn il,hilffiruIFl ,#.GAYLE CHBISTINE JOHNSON NOTABY PUBLIC MINNESOTA $Cnt Aioi Errirls hL 31,204 223165\1 131 EXHIBIT "A" 12 x 25' Durnpster endosure 9:t-. ----1 t/c ; $n lEla ,i sz,t Id5-1i Y ?9 (:+ ,k 223765vt 952.' , 952.C 'f.&a \\ \ \ \ \ \ \ \\\B 132 700 West Linden Avenue PO Box 1165 Minneapolis, MN 5540-1165 October 4, 2022 David Thomas 550 79th Street West Chanhassen, MN 55317 PID# 252490020 RE: Fence/Trash Enclosure/Concrete Slab Approval Letter; 550 79th Street West, Chanhassen, MN 55317. Crossroads Plaza Plans per sheet C1; 20’ Minnesota Gas co. Easement per COT# 19999 per Crossroads Plaza 3rd Addition. 6” Class C Distribution gas main. Dear David Thomas: Responding to your request for approval of a fence encroachment within CenterPoint Energy's pipeline easement, I submit the following: CenterPoint Energy owns and operates a 6" gas main pipelines, located along your North property referenced above. CenterPoint Energy pipelines are operated and maintained in accordance with the Code of Federal Regulations, Part 192, Title 49, "Transportation of Natural and Other Gasses by Pipeline: Minimum Federal Safety Standards. In accordance with the above Federal Regulations, CenterPoint Energy prepared a document called "Requirements for Construction and Encroachment Within Gas Pipeline Easements." I have enclosed a copy for reference and highlighted the CenterPoint Energy fence requirements. CenterPoint Energy will allow the construction of a Fence/Trash Enclosure/Concrete Slab over a portion of the easement as you requested, conditional the following: 1. All vertical posts must be at least 10-feet from the gas main pipeline. This will prevent any posthole excavation from coming in contact with the pipeline and should allow enough space so as not to disturb the fence in an urgent situation. 2. Follow the enclosed CenterPoint Energy "Requirements for Construction and Encroachment within Gas Pipeline Easements." 3. Please call Gopher One to come and located the pipeline to ensure the safety and location before any construction can begin within the Easement. 133 700 West Linden Avenue PO Box 1165 Minneapolis, MN 5540-1165 This approval is intended as an isolated exception. Any future situations or encroachments must be evaluated on an individual basis. Should maintenance of this Pipeline ever require excavation, CenterPoint Energy may have to remove the fence depending on the urgency. CenterPoint Energy would not be responsible for replacing any sections of the fence should you wish to replace it. Thank you for understanding the importance and necessity of keeping these high- pressure natural gas transmission pipelines safe. If you have any questions, please feel free to call me at 612.321.5381. Respectfully, CENTERPOINT ENERGY Chuck Mayers Chuck Mayers SR/WA Senior Agent, Right of Way 700 West Linden Avenue PO Box 1165 Minneapolis, MN 55440-1165 Office: 612-321-5381 Cell: 952-334-9180 Charles.Mayers@CenterPointEnergy.com PC: William F. Kallberg, C&M Supervisor, CenterPoint Energy Alan L. Jongerius, C&M Tech Master, CenterPoint Energy Justin Klingl, Engineer Gas, CenterPoint Energy 134 City Council Item October 24, 2022 Item Approve Amendment No. 1 to the Lease Agreement with Verizon Wireless for the Lake Lucy Ground Storage Reservoir File No.N/A Item No: D.8 Agenda Section CONSENT AGENDA Prepared By George Bender, Assistant City Engineer Reviewed By Charlie Howley SUGGESTED ACTION "The Chanhassen City Council approves Amendment No. 1 to the Lease Agreement with Verizon Wireless for the Lake Lucy Ground Storage Reservoir." Motion Type Simple Majority Vote of members present Strategic Priority Asset Management SUMMARY Verizon desires to process a lease amendment in order to formalize minor changes to their original build plans associated with this water storage reservoir site. The original plans were approved in 2019 but never constructed. Verizon proposes to update the technology where appropriate and add another antenna at each of the arrays located at the three sectors on the structure. BACKGROUND On July 8, 2019, the City Council approved a lease agreement with Verizon Wireless at the Lake Lucy Ground Storage Reservoir to install antennas and equipment at the site. To date, Verizon has not elected to install their equipment, but they do have approved plans from 2019 to perform the original equipment installation at the site. 135 DISCUSSION The amendment is for the purpose of deleting Exhibit C in its entirety and replacing it with Exhibit C-1 and updating language in paragraph 1 to reflect that change. BUDGET There is an increase in the monthly rent for the current lease year by $900.00 per month effective upon the first day of the month, following the date the Tenant commences installation of the equipment. RECOMMENDATION Staff recommends the City Council approve this amendment to the lease agreement. ATTACHMENTS Original Lease Agreement Amendment No. 1 136 Tenant Site I.D. #: MIN Euler Landlord's Site Name: Peaceful Lane Water Tower Tenant: Verizon Wireless (YAW) LLC d/b/a Verizon Wireless COMMUNICATION SITE LEASE AGREEMENT VERIZON WIRELESS (VAW) LLC d/b/a VERIZON WIRELESS THIS INSTRUMENT WAS DRAFTED BY: CAMPBELL, KNUTSON Professional Association Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 Telephone: (651)452-5000 by and between CITY OF CHANHASSEN and MIN Euler Chanhassen 4658198vl 1 137 Tenant Site I.D. #: MIN Euler Landlord's Site Name: Peaceful Lane Water Tower Tenant: Verizon Wireless (YAW) LLC d/b/a Verizon Wireless COMMUNICATION SITE LEASE AGREEMENT This Communication Site Lease Agreement ("Lease") is entered into and is effective as Minnesota municipal corporation ("Landlord"), whose address is 7700 Market Blvd, P.O. Box 147, Chanhassen, Minnesota 55317, and VERIZON WIRELESS (VAW) LLC, a Delaware limited liability company, d/b/a VERIZON WIRELESS ("Tenant"), with its principal offices at One Verizon Way, Mail Stop 4AW100, Basking Ridge, New Jersey 07920. WHEREAS, the Landlord is the owner of certain property located on Lake Lucy Road, Chanhassen, Minnesota, 55317, as legally described in Exhibit "A" attached hereto and made a part hereof and shown on the "Site Plan" of the Property attached hereto as Exhibit "B" ("Site Plan") (the "Property"); and WHEREAS, Tenant has requested that the Landlord lease space on the Landlord's water tower located on the Property ("Water Tower") for "Tenant's Antennas," "Coaxial Cables," "Hybrid Coaxial Cables," "RRUs," and "Sector Boxes" as shown on the Plans and Specifications hereinafter defined, all jointly hereinafter referred to as "Tower Equipment", a 23.5 foot by 28 foot space adjacent to the Water Tower, as shown on and legally described in the Site Plan, hereinafter referred to as the "Leased Premises" for Tenant's "Shelter" and related equipment as shown on the Plans and Specifications, hereinafter referred to as "Ground Equipment" subject to all existing easements, together with appurtenant non-exclusive easements for access, utilities , 20if/, by and between the CITY OF CHANHASSEN, a Recitals MIN Euler Chanhassen 4658198v1 2 138 and fiber on, over and under the Property, in order to install, use, operate, repair, and maintain T enant's Comm unication Facility, as hereinafter defined; and W HE RE A S, the Landlord agrees to lease to the Tenant space on the Water Tower for Tenant's Tower Equipment, the Leased Premises, and also grant to the Tenant a right of entry over the Property for ingress and egress to the Water Tower, Leased Premises and non-exclusive easements over the Property for Tenant's Coaxial Cables and Utilities, all as shown in the Plans and Specifications, subject to the terms, covenants and conditions of this Lease. NOW THEREFORE , for One Dollar ($1.00) and other good and valuable consideration, the parties agree as follows: 1. PROPERTY AND PREMISES. Subject to the following terms, covenants and conditions, Landlord leases to Tenant, (i) space on the Water Tower for Tenant's Tower Equipment as shown on the Plans and Specifications prepared by Designl dated ,July 24, 2017, and last revised on the 12th day of February 2019, attached hereto as Exhibit "C" ("Plans and Specifications"), (ii) the Leased Premises for Tenant's Ground Equipment, the Tenant's Tower Equipment and the Leased Premises are hereinafter referred to jointly as the "Tenant's Leased Premises", and (iii) appurtenant non-exclusive easements as legally described on Exhibit "A" and shown on the Site Plan for (a) access on, over and under the Property ("Access Easement"), and (b) Tenant's Utilities ("Utility Easements"). The primary purpose of Landlord's ownership of the Pro perty is to operate and maintain a water tower for the residents of Chanh assen and to provide, opera te an d m aintain com m un ication system s fo r the Landlord's Fire, Police, Emergency M edical, Public W orks and Parks Departm ent needs. 2. TERM. T he initial term of this Lease shall be five (5) years ("Initial Term"), comm encing on January 1, 2020 (the "Comm encement Date"). Tenant shall have the right to MIN Euler Chanhassen 4658198vl 3 139 extend this Lease for four (4) additional five (5) year terms ("Renewal Term"). The Renewal Term s of this Lease shall be on the same terms and conditions as set forth herein except for rental adjustm ents as provided in Paragraph 3, Rent, below. This Lease shall be automatically renewed for each of the Renewal Term s un less Tenant gives Lan dlord wri tten notice of Tenant's intention not to renew this Lease at least ninety (90) days prior to the expiration of the Initial Term or an y applicable Renewal Term . 3. RENT. a. Tenant shall pay Landlord, as rent, the following sum s at the time stated herein ("Rent")": Based on Tenant's initial installation of the Tenant's Tower Equipment an d Gro und Equipment, the Lan dlord leasing to Tenan t, (i) space on the Water Tower for the Tenan t's Tower Equipment an d Gr ound Equipment, and (ii) the Leased Premises, monthly rent of Two Thousand Thr ee Hundr ed an d Noll 00 Dollars ($2,300.00). The Rent shall be paid monthly in advan ce, with the first such monthly paym ent (prorated for any part ial calendar month) due and payable within sixty (60) days of the Comm encement Date. b. The Rent shall be increased each year on the ann iversar y of the Comm encement Date by two percent (2%). c. If this Lease is term inated according to the term s of thi s Lease and Tenan t has prepaid the Rent, the Tenan t shall be entitled to a refun d on a pro rated, based on a thirty day month, as of the date of term ination, if the term ination of the Lease is for any reason other than nonpaym ent of Rent, or Tenant's defa ult, provided that Tenant has removed all of Tenant's Comm unication Facili ties, as required by the terms of this Lease. d. In addition to Rent, Tenant agrees to timely pay its pro rata share of any real estate tax es based on the Tenant's Leased Premises or personal property taxes in lieu of real M IN Euler C hanh as sen 4658198vl 4 140 estate tax es, required by an y governm enta l body having jurisdiction over th e Property, as a result of th is Lease, provided Tenant receives wri tten notice of the applicable tax es. Tenan t shall have the right, at its sole option and at its sole cost an d expense, to appeal, challenge or seek m odification of an y tax as sessm ent or bill in g fo r which Tenant is wholly or p art ly re sp o n sib le fo r p ay m e n t. Lan dlord shall reasonably cooperate with Tenant at Tenant's expense in filing, prosecuting, an d perfe cting an y appeal or challenge to tax es as set fo rth in th e precedi ng sentence, including, but not lim ited to, executing an y consent, appeal or oth er sim ilar d o cum ent. If as a result of any appeal or challenge by Tenant, there is a reduction, credit or repayment received by the Landlord for any taxes previously paid by Tenant, Landlord agrees to promptly reimburse to Tenant the amount of that reduction, credit or repayment. If Tenant does not have the standing rights to pursue a good faith and reasonable dispute of any taxes under this Section, Landlord will pursue that dispute at Tenant's sole cost and expense upon written request of Tenant. e. Tenant shall pay Landlord within sixty (60) days of receipt of an itemized invoice, the following if not already paid by Tenant: (i) all actual engineering fees incurred by Landlord related to Plan Review and Structural Review (if any); and (ii) all building and permit fees (if any); and (iii) all actual attorneys' fees including, but not limited to Lease preparation and negotiation; and (iv) other actual costs and expenses associated with any required interference studies ("Landlord's Administrative Fees"). f. Tenant shall pay a late fee of One Hundred Dollars ($100.00) if the Rent is not paid within fifteen (15) days ofreceipt of Landlord's written notice of the missed payment. M IN Euler C hanh assen 4658 19 8v1 5 141 4. GOVE RN ME NTAL AP PROVAL CONTINGENCY. a. Approvals. Tenant's right to use the Water Tower for Tenant's Tower Equipment, the Leased Premises, the Utility Easements and Access Easement as provided in this Lease is expressly made contingent upon (i) Tenant's obtaining at Tenant's sole cost and expense all the . certificates, permits, zoning and other approvals that may be required by any federal, state, or local authority for Tenant's use of the Leased Premises and Tenant's Tower Equipment (individually, a "Governm ental Approval" and collectively, the "Governmental Approvals"); (ii) Tenant complying with the terms and conditions of this Lease and the Plans and Specifications; and (iii) the engineering study specified in Subparagraph 4b below to be conducted at Tenant's expense. Landlord shall cooperate with Tenant in its efforts to obtain and retain all such Governm ental Approvals and shall take no action which would adversely affect the status of the Leased Premises with respect to the Tenant's proposed use thereof. b. Interference. Tenant represents and warrants that Tenant's Communication Facility, as hereinafter defined, will not interfere with the Landlord's Police, Fire, Emergency Medical, Public Works and Park's Communications Systems ("Landlord's Communication Systems"). If the Landlord experiences interference within Landlord's Communication Systems and reasonably believes the interference to be from Tenant's Comm uni cation Facility, Tenant shall take immediate steps to correct the interference problem at its cost and expense as provided in Paragraph 6(a) hereof. c. Non-approval. In the event that any Governmental Approval necessary under Subparagraph 4a above is finally rejected or if any permit, license or Governmental Approval issued to Tenant is cancelled, expires, lapses, or is otherwise withdrawn or terminated by a governmental authority so that Tenant, in its sole discretion, is unable to use the Leased Premises MIN Euler Chanhassen 4658198vl 6 142 fo r its intended purp oses, T enan t shall have th e right to term inate this Leas e as provided in P ar a g ra p h 1 0 h e r e o f an d b e r e im bur sed fo r th e rent paid if m ade pur suan t to Subpar agr aph 3a ab ove. N otice of T enan t's ex erci se of its ri ght to term inate this L eas e shall be given to Lan dlord p u r s u an t t o S e c t i o n 1 8 h e r e o f. E xcept as required un der Subpar agraph 10 d below , upon such t e rm in ation, thi s Leas e shall becom e null an d void an d the part ies shall have no furth er o b li g at io n s t o e a c h o t h e r . d . U s e r P r i o r it y . T h e L an d lo r d an d T e n an t a gr e e th a t t h e fo ll o w in g p ri ori ties of use, in d e s c e n d in g o r d e r , s h a ll ap p ly in t h e e v e n t o f c o mm un ic at i o n in t e rfe r e n c e , o r o th e r u s e s o f th e W at e r T o w e r o r L e as e d P r e m is e s , th at c o n fli c t wi t h T e n an t 's u s e s , o r o th e r u s e r s o f t h e W at e r T o w e r o r t h e P r o p e rt y , w h il e t h is L e a s e is in e ffe c t: 1. The Landlord's water storage and distribution needs and the Landlord's non- commercial communication needs including, but not limited to, Landlord's Communication Systems. ii. Existing leases on the Water Tower and/or the Property unless there is a material modification of any existing equipment configuration and/or frequency characteristics, in which event all other existing leases shall have priority. iii. Tenant's Lease. Unless there is a material modification of Tenant's Communication Facility and/or frequency characteristics in Tenant's Antennas, in which event all other existing leases shall have priority. This use shall be non- exclusive, and the Landlord specifically reserves the right to allow the Water Tower and the Property to be used by other parties and to make additions, deletions, or modifications to its own· facilities on the Water Tower and the MIN Euler Chanh assen 4658198vl 7 143 Property in the future, provided that they do not interfere with the Tenant's Communication Facility. iv. New Leases. To the best of Landlord's ability, Landlord will not knowingly permit other wireless communications carrier Tenants or licensees to, install new equipment on or make any modifications or alterations to equipment on the Property owned or controlled by Landlord, if such modifications or alterations cause interference with Tenant's operations. 5. PERMITTED USES. a. Subject to the terms of this Lease, the Tenant's Tower Equipment, the Leased Premises, and the Access Easement and Utility Easements, may be used solely for the following uses: (i) the transmission and reception of wireless telephone and radio communication signals including but not limited to wireless and internet services; and (ii) for the purpose of constructing, installing, repairing, maintaining, removing and operating Tenant's Communication Facility in accordance with this Lease and in accordance with the transmission and reception of wireless communication signals authorized for use by Tenant by the Federal Communications Commission ("FCC") (the Tenant's Tower Equipment, Leased Premises, Tenant's Ground Equipment and/or all of Tenant's related equipment including, but not limited to, the improvements described in and/or shown on the Plans and Specifications are hereinafter referred to as "Tenant's Communication Facility"). The use of the Access Easement and Utility Easements are non-exclusive, and Landlord reserves the right to allow the Property to be used by others, provided they do not interfere with Tenant use of Tenant's Communication Facility. Tenant agrees to and shall comply with all applicable ordinances, statutes and regulations of local, state and federal agencies. MIN Euler Chanh assen 4658198vl 8 144 b. Tenant, its agents and contractors, are hereby granted the right, at Tenant's sole cost and expense, to enter upon the Property and conduct such studies as Tenant deems necessary to determ ine the Property's suitability for Tenant's intended use. These studies may include title reports, surveys, soil tests, environmental evaluations, radio wave propagation measurements, field strength tests and such other analyses and studies as Tenant deems necessary or desirable. c. The placement of the Tenant's Communication Facility and the manner in which the Tenant's Tower Equipment are installed on the Water Tower shall be subject to prior review and approval by a registered professional structural engineer ("Structural Engineer") and the Lan dlord an d its agents, which approval shall not be unreasonably withheld, conditioned or I delayed by Landlord. Tenant shall provide Landlord with evidence of review and approval by the Stru ctur al Engineer. Landlord shall, at all times, use reasonable efforts to provide Tenant ingress, egr ess, an d access to the Water Tower, and Leased Premises, over the Access Easement, subject to the term s of this Lease pro vided, however, Lan dlord shall not be required to remove snow from the Access Easement. Tenant wi ll not allow any mechanics' or materialmen's liens to be placed against the Property as a result of its work on the Property. The Tenant shall have the right, during construction and installation of the Tenant's Tower Equipment on the W ater Tower and Ground Equipment to drive all equipment necessary for construction and installation across the Access Easement. Tenant shall also have the right during this Lease to drive to the Water Tower and the Leased Premises over the Access Easement for the repair, maintenance and operation of the Tenant's Communication Facility. If the Tenant damages the Property during the construction, repair or maintenance of any of the Tenant's Communication Facility at any time during the term of this Lease, it shall immediately (within 30 days), repair the Property to the conditions it was in prior to the Tenant damaging the MIN Euler Chanhassen 4658198vl 9 145 sam e including but not limited to the filling of all ruts caused by equipment dri ving on the Property and reseeding and/or planting all grass and other vegetation thereon including trees and shru bs, such that th e Property is in the sam e condition as it was prior to the dam age caused by T enant an d/or its contractors. T enan t m ay not add , change or al ter Tenant's Comm unication Facility from that set forth an d/or shown on the P lans and Specifications without the prior wri tten approval of the Landlord, which approval shall not be unr easonably withh eld, conditioned or delayed, however, such approval shall not be required for Tenant to change similar typ e equipment, except for the T en ant's T ow er E quipm en t on th e W ater T ow er, pro v ided th at an y su ch chan ge does not m ateri all y chan ge the appear an ce of the T en ant's C omm uni cation F acili ty. T enan t agr ees to enter into an "E scro w A greem ent" in a fo rm an d su bstan ce acceptable to L an dlord wherein T en ant shall deposit w ith L an dlord the am ount of Fi ve T hou san d D oll ar s ($5,000.00) to be used to reim burse L an dlord fo r all costs in curr ed by th e L an dlord in conn ection wi th an y alterati on or m odifi cation of, or addition to, the T enant's C omm un ication F aci lity pursuan t to this L ease, in cl uding but not li m ited to plan review , stru ctur al review , site m eetin gs, in spection tim e, an d as-buil t upd ating because of T enant's chan ges, in cludin g att orn ey's fe es fo r dr aft in g an d an d/or review ing docum ents. d. T en an t agrees th at if T enant's C omm uni cation F acili ty produces noise levels th at cause a distur ban ce to the surr oun din g neigh bors of the P ro pert y, T enant wi ll at its own expense install noise m itigatin g equipm en t or a buffer to m eet State noise stan dar ds. e. T en ant sh all teleph oni cally notify the Lan dlord of scheduled w ork to T enant's C om m un ication F acili ty that is to be done aft er 5:00 o'cl ock p.m . on bu sin ess days, an d any tim e on w eekends an d holi days. T he notice shall be giv en to L an dlord's A ssistan t C ity M an ager so M IN Euler C hanh as sen 4658198v1 10 146 that it is received at least 48 hours in advance of the start of the scheduled work. In the case of Tenant's emergency work to the Tenant's Communication Facility, Tenant shall telephonically notify the Landlord as soon as practicable after commencement of the work. In the case of emergency work to the Tenant's Communication Facility after City Hall normal business hours or any time on weekends and holidays, Tenant shall call Landlord's Utility Department at 952- 917-9345 to arrange for access on the Water Tower. f. Landlord agrees to give Tenant at least ninety (90) days' advance written notice of any major repair or maintenance activities related to Landlord's Water Tower operations. In the case of an emergency, notification is not required; however, Tenant will be notified as soon as practically possible. In the event that use of the Water Tower for water service or any necessary maintenance or repair of the Water Tower is interrupted or made impractical because of Tenant's Antennas, or Tenant's Coaxial Cables and other equipment on the Water Tower, the Landlord may interrupt Tenant's use of the Leased Premises and/or Water Tower as is reasonably necessary to prevent interruption of Landlord's water service. The Landlord will use its best efforts to prevent or minimize interruptions to Tenant's use of the Water Tower or the Leased Premises for the painting and/or reconditioning of the Water Tower. Tenant shall provide Landlord's painting contractor with pertinent safety instructions relative to working near the Tenant's Antennas, Tenant's Coaxial Cables and other equipment on the Water Tower, and, if necessary, Tenant may be required to lower the power level or tum off transmission while Landlord's painting contractor is working near Tenant's Antennas, Tenant's Coaxial Cables and other equipment on the Water Tower. If Tenant's Antennas, Tenant's Coaxial Cables and other equipment on the Water Tower are in the way of painting or reconditioning work on the Water Tower, Tenant may be required to temporarily move Tenant's Antennas, Tenant's Coaxial Cables MIN Euler Chanh assen 4658198vl 11 147 and other equipment on the Water Tower at Tenant's sole cost and expense ("Temporary Relocation"). Tenan t shall have the right to place temporary transmission and reception facilities on the Property until such time as Tenan t is able to reinstal l Tenant's Facility on the Water Tower. An y additional expense of repainting, repairing or maintaining the Water Tower reasonably incurr ed by the Lan dlord as a direct consequence of the presence of Tenant's Antennas, Tenant's Coaxial Cables or other equipment located thereon shall be paid by the Tenant to the Landlord within thi rty (30) days fo llowing the receipt of the Landlord's wr itten notice of such additional cost which notice shall state the reasons for Landlord incurrin g the costs an d shall include a reasonable itemization of such costs. 6. TENANT'S COMMUNICATION FACILITY. a. Tenan t agr ees to install the Tenant's Tower Equipment, in complian ce with all FCC rules an d regulations, and good engineering practices and according to the Plan s an d Specifications. Tenan t fu rther agr ees that the Tenant's use of the Tenant's Comm un ication Facili ty wi ll not cause radio frequency interference to Lan dlord's Comm unication Systems, provided such systems are lawfu lly installed and pro perly operated. In the event of interference with Landlord's Comm uni cation Systems an d Tenan t is advised of such interference, Tenant shall eliminate such interference within tw enty-fo ur (24) hours or cease using the applicable equipment of Tenant causing the interference except for short tests necessary for the elimination of the interference. If Tenan t, in the event of interference with Lan dlord's Comm uni cation Systems, fails to correct the interference within tw enty-four (24) hour s or ceases using the equipment wi thin said time, except for testing purp oses, Lan dlord shall have the right to order Tenant to disconnect the power to the Tenant's Comm unication Facility. If Tenant does not imm ediately disconn ect the power to Tenant's Comm uni cation Facility, Lan dlord shall have the M IN Euler C hanh as sen 4658198v1 12 148 right to imm ediately seek injun ctive relief from the applicable court having jur isdiction to disconn ect th e power to Tenant's Comm un ication Facili ty. It is furth er agreed that Lan dlord d o e s n o t g u ar an te e to T e n an t n o n -inte rfe r ence to the operation of Tenant's Comm uni cation F a c ili ty b y L an d lo rd 's C o mm uni c atio n S y s te m s . L an d lo rd wi ll u s e its b e s t e ffo rt s to n o tify o th e r u se r s o f th e P ro p e rty o f th e inte rfe re n c e , an d to c o o rd in ate e lim in atio n o f interfe rence am ong the T e n an t an d o th e r u s e rs o f th e P ro p e rt y . T h e p art ie s a g r e e th at su c h re a so n ab le e v id e n c e o f inte r fe r e n c e th at is li k e ly c au s e d b y T e n an t's u s e o r o p e ratio n o f T e n an t's C o mm uni c atio n F a c ili ty w arr an ts a n e m e r g e n c y re sp o n s e an d th e N o tic e s p ro v isio n in S e c tio n 18 sh a ll n o t ap p ly . R ath e r , L a n d lo r d sh a ll p ro v id e T e n an t re as o n a b le e v id e n c e th at th e inte rfe r e n c e is li k e ly c a u se d b y th e T e n an t's u se o r o p e ratio n o f T e n an t's C o mm uni c atio n F a c ili ty v e r b al ly b y te le p h o n e at T en ant's N O C at 800-264-6620. Upon Landlord providing Tenant notice of reasonable evidence that any interference is likely caused by Tenant's use or operation of Tenant's Communication Facility, Tenant shall send a qualified technician or representative to the Leased Premises within eight (8) hours from the time that the notice of reasonable evidence is provided by Landlord. The required eight (8) hour emergency response time under these circumstances is applicable 24 hours a day, 7 days a week. The qualified technician or representative shall be capable of assessing the situation and eliciting the necessary response, including any repairs, alterations or modifications to Tenant's Communication Facility. b. Prior to adding additional antennas, transmitters, receivers or other equipment on the Water Tower or within the Leased Premises, or changing or modifying Tenant's Frequencies, as permitted under this Lease, Tenant agrees to notify the Landlord of the modified frequencies so that the Landlord can perform the necessary interference studies to insure that the modified MIN Euler Chanhassen 4658198v1 13 149 frequencies will not cause harmful radio interference to Landlord's Communication Systems or other tenants on the Property. Tenant will be required to pay the reasonable costs for said study which will be performed by Landlord's professional communications engineer. In the alternative, Tenant may perform the interference studies and submit the results to the Landlord. However, the Landlord, in its sole discretion, shall retain the right provided herein to submit the study results to its professional communications engineer for review at Tenant's expense. c. At Tenant's sole cost and expense, Tenant shall maintain Tenant's Tower Equipment and the Shelter in as close as reasonably possible to the condition the Tenant's Tower Equipment and the Shelter are in as of the date that they are installed on the Water Tower and the Premi ses, reasonable wear an d tear accepted. Tenant shall furth er maintain the Leased Premises in a neat an d orderly fa shion including cutting the grass an d replacing all trees and shrubs on the Leased Premises that may die during the term of this Lease. If the Landlord inspects the Tenant's Communication Facility and determines that Tenant has not maintained the Tenant's Tower Equipment attached to the Water Tower, and there is rust or corrosion, broken or improperly installed Tower Equipment of Tenant on the Water Tower (hereinafter refe rred to as "Defe ctive Condition"), the Landlord shall give the Tenant notice of the Defective Condition, an d Tenant shall take such action as is reasonably necessary to correct the Defective Condition. Landlord's notice to Tenant shall inform Tenant: (1) of the action required by Tenant to correct the Defe ctive Condition, and (2) whether the Tenant is required to tak e imm ediate action (within 48 hours) of Landlord's notice, or whether Tenant is required to take action wi thin ninety (90) days of Lan dlord's notice, to correct the Defective Condition, as determ ined by Landlord in its sole discretion. MIN Euler Chanhassen 4658198vl 14 150 7. UTILITY SERVICE AND ACCESS EQUIPMENT. All of Tenant's, electrical wires, telephone cables and related equipment, and gas lines (if any) ("Tenant's Utilities") and Coaxial Cable installed on the Property and/or the Leased Premises shall be installed underground except as shown on the Plans and Specifications and within the Utility Easements, as described in Exhibit "A" and shown on the Site Plan according to the Landlord's applicable code, rules and regulations and all state codes, rules and regulations. When installed, the Tenant's Utilities, including the Coaxial Cable shall be directionally bored and adjusted in the field to avoid potential impact to any existing trees and "hand dug" in any area or location where there are numerous existing utilities. Tenant shall provide Landlord with an as-built plan showing the exact location of all of Tenant's Utilities an d Coax ial Cable installed on the Property, Leased Premi ses and/or the Water Tower. Tenant shall furnish Landlord with pertinent information as to the exact typ e of AC power used by the Tenant. The Tenant agr ees that upon the request of the Lan dlord, it will field locate all of Tenant's Utilities and Coaxial Cable at Tenant's expense. It shall be the responsibility of Tenant, its agents, contractors and/or subcontractors at Tenant's sole cost and expense to contact Gopher One Call and/or all other parties including, but not lim ited to, Landlord and all of Landlord's other tenants occupying the Property, for locate requests prior to any construction or installation of the Tenant's Tower Equipment, Tenant's Coax ial Cable, Tenan t's Utilities and other equipment described in this Lease, on the Property. If any of the Landlord's other tenants decline to locate their utilities, it shall be the responsibility of Tenant to locate said other tenants' utilities at Tenant's sole cost and expense. Landlord agrees that it will assist with contact information for the other tenants upon the written request of the Tenant. Tenant agrees that Tenant will, upon the reasonable request of the Landlord or another tenant of the Landlord, locate all of Tenant's Coaxial Cables and Tenant's Utilities. MIN Euler Chanhassen 4658198vl 15 151 As partial consideration for Rent paid under this Lease, Landlord hereby grants to the Tenant an appurtenant non-exclusive easement for Tenant's Utilities, over and under the Utility Easements and an appurtenant non-exclusive easement for ingress, egress, and access to Tenant's Leased Premises over the Property as legally described in Exhibit "A" and shown on the Site Plan ("Access Easements") adequate to service the Tenant's Communication Facility at all times during the term of this Lease or any Renewal Term. Upon notice, Landlord shall have the right, at Landlord's sole expense, to relocate the Access Easements, provided such new location shall not materially interfere with the operations of Tenant's Communication Facility. The Access Easements provided hereunder shall have the same term as this Lease. 8. ADDITIONAL TENANT'S. Tenant acknowledges that Landlord may in the future lease portions of the Water Tower and Property to other parties, so long as Landlord shall not itself, nor permit any new tenants or licensees to install equipment on the Property or within the Leased Premises, if such equipment would cause interference with Tenant's operations of Tenant's Communication Facility. 9. DEFAULT. Any of the following occurrences, conditions, or acts shall be deemed a "Default" under this lease: a. If Tenant fails to pay amounts due under this Lease within thirty (30) days of its receipt of written notice that such payments are overdue; b. If either party fails to observe or performs its obligations under this Lease and does not cure such failure within sixty (60) days from its receipt of written notice of breach without, however, limiting any other rights available to the parties pursuant to any other provision of this Lease. If the default may not be reasonably cured within such sixty (60) day M IN Euler C hanh assen 4658198vl 16 152 period, either party may request a thirty (30) day extension of the time to cure said default, which request shall not be unreasonably withheld, conditioned or delayed. c. Except as expressly limited hereby, Landlord and Tenant shall have such remedies for the default of the other party hereto as may be provided at law or equity following written riotice of such default and failure to cure the same within the applicable time allowed to cure under the terms of this Lease. 10. TERMINATION. a. Except as otherwise provided herein, this Lease may be terminated, without penalty or furth er liability, as follows: i. by either party upon thirty (30) days written notice of a Default as defined herein (without, however, limiting any other rights available to the parties pursuant to any other provisions hereof); ii. by Tenant upon ninety (90) days written notice by Tenant if Tenant is unable after filing all necessary applications for obtaining or maintaining of any license, permit or other Governm ental Approval and making all reasonable efforts and using due diligence to comply with all requirements necessary to obtain or maintain any license, permit or other Governmental Approval necessary for the installation and/or operation of the Tenant's Comm unication Facility or Tenant's business; iii. by Tenant upon ninety (90) days' notice if the Tenant's Communication Facility becomes obsolete or unacceptable under Tenant's design or engineering standards for Tenant's Communi cation Facility; M IN Euler C hanh assen 46 58 19 8v1 17 153 iv. by Landlord if Tenant fails to cure within ninety (90) days of written notice by Landlord to Tenant that Landlord has determined that Tenant has failed to comply with any applicable ordinance, or state or federal law, or any conditions attached to Governm ent Approvals granted thereunder, after a public hearing before the Landlord's Council; v. by Tenant ifthere is an interference problem with the Landlord's Comm unication Systems caused by Tenant's Comm unication Facility that cann ot be corrected; or vi. by Landlord upon one hundred eighty (180) days written notice after the end of the First Renewal Term, if Landlord's Council decides to sell or redevelop the Property and/or discontinue use of the Property for public or governm ental purposes in a mann er that is inconsistent, in Landlord's sole opinion, with Tenant's continued use of Tenant's Comm unication Facility. b. Notice of Termination. The parties shall give notice of termination of this Lease in accordance with Section 18 of this Lease. All rentals paid for by Tenant prior to said termination date shall be retained by Landlord. C. Tenant's Liability for Early Termination. If Tenant terminates this Lease pursuant to subsection 1 0.a.iii above, Tenant shall pay to Landlord as liquidated damages for early termination, six months of additional Rent for the year in which Tenant terminates; provided, however, that Tenant shall not be required to pay liquidated damages or termination fee if Tenant elects not to renew the term of this Lease pursuant to Section 2, above. d. Removal of Comm unication Facility. The Tenant shall remove all of Tenant's Tower Equipment, Coaxial Cable, Tenant's Utilities, the Shelter and all of Tenant's Ground Equipment in the Leased Premises on or before the end of the Initial Term or the end of any M IN E uler C hanh assen 4658198v1 18 154 Renewal Term if Tenant is not going to renew this Lease. Upon termination of this Lease for any other reason, Tenant shall, within ninety (90) days of "Landlord's Notice" as hereinafter provided, remove all of Tenant's Tower Equipment, Coaxial Cable, Utilities, all of Tenant's equipment in the Leased Premises and any fencing around the Leased Premises and all Coaxial Cable, and Utilities and restore the Water Tower and the Property to a condition as close as possible to its original condition. Any of Tenant's Communication Facility or any other improvement made by Tenant on the Property, remaining on the Property ninety (90) days after Landlord's Notice may be removed by Landlord at Tenant's sole cost and expense, or at Landlord's sole discretion, become the property of the Landlord free of any claim by Tenant or any person claiming through Tenant. If Tenant fails to remove all of the Tenant's Communication Facility or any other improvements within the above-described time periods, the Tenant shall pay to Landlord, notwithstanding the termination of this Lease, Rent in an amount equal to 150% of the amount of Rent that would have been due for the period of time that any of the Tenant's Communication Facility remains on the Property. 11. INSURANCE. Tenant agrees to obtain and maintain during the term of this Lease the insurance coverage's set forth in Exhibit "D". 12. DEFENSE AND INDEMNIFICATION. a. General. Tenant agrees to defend, indemnify and hold harmless Landlord and its elected officials, officers, employees, agents, and representatives, from and against any and all claims, costs, losses, expenses, demands, actions, or causes of action, including reasonable attorneys' fees and other costs and expenses of litigation, which may be asserted against or incurred by Landlord or for which the Landlord may be liable in the performance of this Lease, MIN Euler Chanh assen 4658198vl 19 155 except to the extent that any cost, losses, expenses, demands, actions or causes of action arise from the negligence, or willful misconduct of Landlord, or its respective employees, agents or contractors. Tenant shall further defend and indemnify all claims arising out of the installation, operation, use, maintenan ce, repair, removal, or presence of the Tenant's Communication Facility on the Property, except to the extent that a claim arises from the negligence or willful misconduct of Lan dlord or its respective employees, agents or contra ctors. Notwi thstan ding an y other term , covenant or condition of this Lease, the Landlord's liability un der this Lease for any claim of any nature or any cause of action against Landlord, by any person or part y, is limited to the liability limits set forth in Minnesota Statutes, Chapter 466. b. Tenant's W arr an ty. Tenant represents and warrants that its use of the Tenant's Tower Equipment an d the Leased Premises, will not generate, and Tenant will not store or dispose of on the Leased Premises, nor transport to the Leased Premises, or over the Property, any Hazardous Materials, as hereinafter defined, except for equipment and supplies commonly used by Tenant in the operation of Tenant's Communication Facility which may include generator fuel, electronics, cables, basic cleanin g materials and back up batteries, unless Tenant specifically inform s Landlord thereof in wri ting twenty-fo ur hours prior to such storage, disposal or tran sport, or otherwi se as soon as Tenant becomes aware of the existence of Haz ardous Materials on the Leased Premises or Property. Lan dlord acknowledges that Tenant may be utilizin g and maintaining sealed batteries, a HV AC system an d/or a halon / FM 200 fire suppression system on the Leased Premises and that the use an d maintenan ce of such items shall not constitute a breach of the term s of this Lease. Th e obligations of the Tenant un der this Paragraph 12 shall surv ive the expiration or other termi nation of this Lease. Tenant shall not MIN Euler Chanh assen 4658198vl 20 156 install a generator on the Leased Premises or on the Property unless specifically shown in the Plans and Specifications approved by the Landlord. C. Hazardous Materials. Without limiting the scope of Subparagraph 12a and 12b above, Tenant will be responsible for and will defend, indemnify, and hold Landlord, its agents, and employees harm less from and against any and all claims, costs, and liabilities, including reasonable attorn ey's fe es an d costs, ar isin g out of or in connection with the cleanup or restoration of the L eased Prem ises or th e Pro perty as sociated wi th the T enant's use of Haz ar dous M aterials, except to th e extent th at an y claim s, cost an d/or liabili ty including reasonable attorn eys' fe es ari sing out of or in conn ection wi th th e clean up or restoration of th e Leas ed Premi ses or the Propert y ar ising from th e negligence or w ill fu l m isconduct of th e Lan dlord or its em ployees, agents or contr actors. For the purp oses of this Lease, "Hazardous Materials" shall be interp reted broad ly an d speci fi cally includes, without limitation, asbestos, fuel, batteries or any hazardous substance, waste, or materials as defined in any federal, state, or local environmental or safety law or regulations including, but not limited to, CERCLA. Notwithstanding anything to th e contrar y herein, T enan t shal l have th e right to store an d use stan dar d quantities of batteries w ith in its C omm uni cations Facili ty so long as it does so in full compliance with all applicable law s. Tenant shall not be responsible fo r an y Haz ar dous M aterials that existed on th e Propert y on or befo re th e effective date of th is Leas e or that w ere not brough t on the Property by Tenant. 13. LIMITATION OF LIABILITY. N otwi thstan din g an ything to th e contrary in thi s Leas e, in no event wi ll eith er part y be liable to th e other party fo r, or indemn ify th e oth er part y against, puni tive, indirect, inci dental , special or consequential dam ages, incl uding, without lim itation, loss of pro fi ts, incom e or business opportun ities; provided, how ever, th at thi s M IN Euler C hanh assen 4658198vl 21 157 provision shall not release or reduce Tenant's obligation to pay Rent to the Landlord in accordance with the terms of this Lease. 14. ASSIGNMENT. This Lease, or rights thereunder, may not be sold, assigned, or transferred at any time by Tenant except to Tenant's affiliates or subsidiaries, or any party that merges or consolidates with Tenant or Tenant's parent, or any party that purchases or otherwise acquires all or substantially all of Tenant's stock or assets in the market defined by the FCC in which the Property is located without the written consent of the Landlord, such consent not to be unreasonably withheld, conditioned or delayed. For purposes of this paragraph, an "affiliate" or "subsidiary" means an entity in which Tenant owns greater than a 50% interest. Landlord hereby consents to the assignment by Tenant of its rights under this Lease as collateral to any entity which provides financing for the purchase of the Tenant's Tower Equipment, Equipment Cabinets, subject to Landlord's rights to retain the same and/or other improvements if Tenant fails to remove them as required by this Lease. 15. QUIET ENJOYMENT. Tenant, upon paying Rent, shall peaceably and quietly have, hold and enjoy the use of the Water Tower for Tenant's Tower Equipment, the Leased Premises, the Access Easements and Utility Easements provided Tenant is not in default under any other covenant or agreement contained in this Lease. Landlord hereby waives any and ail lien rights it may have statutory or otherwise concerning the Tenant's Communication Facility or any portion thereof which shall be deemed personal property for the purposes of this Lease, whether or not the same is deemed real or personal property under the applicable laws, and Landlord gives Tenant and Tenant's mortgagees ("Mortgagees"), the right to remove all or any portion of Tenant's Communication Facility from time to time, whether before or after default under the Lease, in Tenant's and/or mortgagee's sole discretion and without Landlord's consent, subject to MIN Euler Chanh assen 4658198vl 22 158 the obligations of the Tenant to remove Tenant's Communication Facility as set forth in Section 10( d). If a Mortgagee desires to remove Tenant's Communication Facility, the Mortgagee shall sign an agreement with the Landlord stating that they will be responsible for restoring the Water Tower and the Property to a condition as close as possible to its original condition, as required in this Lease, and that they will be liable to the Landlord for any cost and expenses incurred by Landlord in restoring the Property to a condition as close as possible to its original condition in the event that the Mortgagee fails to do so. 16. DAMAGE OR DESTRUCTION. If the Tenant's Communication Facility or any portion thereof is destroyed or damaged so as to materially hinder the effective use of the Tenant's Communication Facility by Tenant through no fault or negligence of Tenant, Tenant may elect to terminate this Lease upon thirty (30) days' written notice to Landlord. In such event, all rights and obligations of the parties shall cease (except as to the Tenant's obligations under this Lease to remove the Tenant's Communication Facility under Paragraph 10.d.) as of the date of the notice to Landlord and Tenant shall be entitled to the reimbursement of any Rent prepaid by Tenant. If Tenant elects to continue this Lease, then the Rent shall abate for a period of ninety (90) days or until the Tenant's Communication Facility is restored to the condition existing prior to the damage or destruction, whichever is earlier. 17. CONDEMNATION. In the event the whole of the Leased Premises or the Property is taken by eminent domain, this Lease shall terminate as of the date title to the Leased Premises or the Property vests in the condemning authority. In event a portion of the Leased Premises is taken by eminent domain, Tenant shall have the right to terminate this Lease as of the date of title transfer, by giving thirty (30) days' written notice to Landlord. In the event of any taking under the power of eminent domain, Tenant shall not be entitled to any portion of the reward MIN Euler Chanhassen 4658198vl 23 159 paid for the taking and the Landlord shall receive full amount of such award. Tenant hereby expressly waives any right or claim to any portion thereof. Although all damages, whether awarded as compensation for diminution in value of the leasehold or to the fee of the Leased Premises or the Property shall belong to Landlord, Tenant shall have the right to claim and recover from the condemning authority, but not from Landlord, such compensation as may be separately awarded or recoverable by Tenant including any and all damage to Tenant's business and any costs or expenses incurred by Tenant in moving/removing all or a portion of the Tenant's Communication Facility. 18. NOTICES. All notices, requests, demands, and other communications hereunder shall be in writing and shall be deemed given if personally delivered or mailed, certified mail, return receipt requested, or delivered by a nationally recognized overnight courier service, to the following addresses or to any other address of Tenant or Landlord that is given from time to time to the other party pursuant to this provision, regarding written notice: If to Landlord: with copy to: If to Tenant: City of Chanhassen P.O. Box 147 Chanhassen MN 55317 Attn: City Manager Chanhassen City Attorney Campbell Knutson, P.A. 860 Blue Gentian Road, Suite 290 Eagan, MN 55121 Verizon Wireless (VA W) LLC d/b/a Verizon Wireless 180 Washington Valley Road Bedminster, NJ 07921 Attn: Network Real Estate Phone: 866-862-4404 19. RESTORATION OF PROPERTY. Tenant shall deposit with the Landlord at the time of the building permit application a performance bond in the amount of $25,000 as security for MIN Euler Chanhassen 4658198vl 24 160 th e restoration of the P rop erty to th e condition it w as pri or to th e instal lation of T enan t's C o mm uni c at io n F a c ili ty ("R estoration Secur ity ") reas on able w ear an d tear exce pted. 20. MISCELLANEOUS: a. Authority. Landlord represents and warrants that Landlord has full authority to enter into and sign this Lease. b. Complete Lease: Amendments. This Lease supersedes all prior discussions and negotiations and contains all agreements and understandings between the Landlord and Tenant. This Lease may only be amended in writing signed by all parties. All Exhibits are incorporated into this Lease by reference. c. Counterparts. This Lease may be signed in counterparts by the parties hereto each of which counterparts shall be considered an original. d. Binding Effect. The terms and conditions of this Lease shall run with the Property, inure to the benefit of and be binding on the respective parties and their respective successors and permitted assignees. e. Enforcement and Attorneys' Fees. The prevailing party in any action or proceeding in court to enforce the terms of this Lease including any appeals shall be entitled to receive its reasonable attorney's fees and other reasonable costs and expenses from the non- prevailing party. f. Governing Law. This Lease shall be construed in accordance with the laws of the State of Minnesota. g. Severability. If any term of this Lease is found to be void or invalid, such invalidity shall not affect the remaining terms of this Lease, which shall continue in full force and effect. MIN Euler Chanhassen 4658198vl 25 161 h. Memorandum of Lease. Landlord agrees, upon the request of the Tenant, to sign a Memoran dum of Lease in the form acceptable to both parties which may be recorded in the Office of the Carver County Recorder. i. Estoppel Information. Each party shall from time to time, within thirty (30) days after written request from the other party, execute, acknowledge and deliver an estoppel certificate indicating that this Lease and any amendments thereto are in full force and effect, setting out the current monthly rental amount, date rent is paid through, expiration date of the then current term, and acknowledging that there are not, to such party's knowledge, any uncured defaults, or specifying such defaults if any are claimed. J. Brokers. If either party is represented by a real estate broker in this transaction, that party shall be fully responsible for any fee due such broker in this transaction, that party shall be fully responsible for any fee due such broker, and shall hold the other party harmless from any claims for commission by such broker. k. No Waiver. No provision of this Lease will be deemed waived by either party unless expressly waived in writing by the waiving party. No waiver shall be implied by delay or any other act or omission of either party. No waiver by either party of any provisions of this Lease shall be deemed a waiver of such provision with respect to any subsequent matter relating to such provision. I. Recitals. The Recitals set forth above are hereby incorporated in this Lease as though they were set forth in the body hereof. [Remainder of Page Intentionally Left Blank.] [Sign ature page follow s.] MIN Euler Chanh assen 4658198vl 26 162 IN WITNESS WHEREOF the parties hereto have executed this Lease Agreement the day and year first above written. LANDLORD: CITY OF CHANHASSEN Date: TENANT: VERIZON WIRELESS j>AW) LLC d/b/a VERIZON WIRELEJ BY:______ Name: / Rommel Angeles Title. Director-Network Field Engineering Date: THIS INSTRUMENT WAS DRAFTED BY: CAMPBELL KNUTSON Professional Association 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 Telephone: (651)452-5000 MIN Euler Chanhassen 4658 T 98vl 27 163 LIST OF EXH IBITS Exhibit "A": Legal Descriptions of: (1) Property (2) Leased Premises (3) Easements Exhibit "B": Site Plan showing: (1) Property (2) Leased Premises (3) Access Easements (4) Utility Easements Exhibit "C": Plans and Specifications Exhibit "D": Tenant's Required Insurance M IN Euler C hanh assen 28 4658198vl 164 Tenant Site I.D. #: MIN Euler Landlord's Site Nam e: Peaceful Lane Water Tower Tenant: Verizon Wireless (V A W) LLC d/b /a Verizon Wireless EXH IBIT "A" LEGAL DESCRIPTIONS (1) L E G A L D ESCRIPTION OF PROPERTY: Lot 7, VINELAND, according to the recorded plat thereof, Carver County, Minnesota. (2) LE G A L D E S C RI P TI O N O F L E A S E D P RE M IS E S: That part of Lot 7, VINELAND, according to the recorded plat thereof, Carver County, Minnesota, described as follows: Commencing at the northeast corner of the Southeast Quarter of Section 2, Township 116 North, Range 23 West of the Fifth Principal Meridian, said Carver County; thence North 88 degrees 03 minutes 48 seconds West along the North line of said Southeast Quarter, a distance of 1842.74 feet; thence North 1 degree 56 minutes 12 seconds East, a distance of 176.36 feet to the Point of Beginning of the land space to be described; thence North 19 degrees 57 minutes 52 seconds West, a distance of 28.00 feet; thence North 70 degrees 02 minutes 08 seconds East, a distance of 23.50 feet; thence South 19 degrees 57 minutes 52 seconds East, a distance of 28.00 feet; thence South 70 degrees 02 minutes 08 seconds West, a distance of 23.50 feet to the Point of Beginning. (3) L E G A L D E S C RI P T IO N O F E A S E M ENTS: A right of way for ingress, egress and utility purposes over, under and across Lot 7, VINELAND, according to the recorded plat thereof, Carver County, Minnesota, described as follows: Commencing at the northeast corner of the Southeast Quarter of Section 2, Township 116 North, Range 23 West of the Fifth Principal Meridian, said Carver County; thence North 88 degrees 03 minutes 48 seconds West along the North line of said Southeast Quarter, a distance of 1842.74 feet; thence North 1 degree 56 minutes 12 seconds East, a distance of 176.36 feet to the Point of Beginning of the right of way to be described and a point hereinafter referred to as Point "A"; thence North 19 degrees 57 minutes 52 seconds West, a distance of 28.00 feet; thence North 70 degrees 02 minutes 08 seconds East, a distance of 3.88 feet; thence North 71 degrees 24 minutes 57 seconds West, a distance of 56.97 feet; thence South 89 degrees 47 minutes 58 seconds West, a distance of 70.91 feet; thence South 70 degrees 49 minutes 20 seconds West, a distance of 53.27 feet; thence South 19 degrees 10 minutes 40 seconds East, a distance of 10.00 feet to a point hereinafter referred to as Point "B"; thence continue South 19 MIN Euler Chanhassen 4658198vl 165 degrees 10 m inutes 40 seconds East, a distance of 10.00 feet; thence South 69 degrees 20 m inutes 05 seconds East, a distance of 40.05 feet to a point hereinafter referred to as Point "C"; thence continue South 69 degrees 20 minutes 05 seconds East, a distance of 10.00 feet; thence northeasterly, easterly and southeasterly, a distance of 120.10 feet along a non-tangential curv e c o n c a v e to the south, having a radius of 47.50 feet and a central angle of 144 degrees 52 m in u t e s 1 4 s e c o n d s , t h e c h o r d of said curv e is 90.5 7 feet in length and bears South 86 degrees 53 m inutes 58 seconds East to a line bearing South 70 degrees 02 m inutes 08 seconds W est fr om the Point of Beginning; thence Nort h 70 degrees 02 m inutes 08 seconds East, a distance of 29.34 feet to the Point of Beginning. TOGETHER W ITH A 20.00 fo ot w ide right of w ay fo r ingress, egress and utility purposes over, under and across said Lot 7, th e c e n t e r li n e o f sa id rig h t o f w ay is described as fo llow s: B e g in n in g a t th e p r e v io u s ly d e s c r ib ed Point "B"; thence South 70 degrees 49 m inutes 20 s e c o n d s W e s t, a d is t a n c e o f 8 .8 5 fe e t ; th e n c e S o u t h 5 4 d e g r e e s 1 9 m in u t e s 1 0 se c o n d s W e s t, a d is ta n c e o f 3 1 .9 1 fe e t ; t h e n c e S o u t h 3 8 d e g r e e s 3 1 m in u t e s 2 3 se c o n d s W e s t, a d is t a n c e o f 3 3 .9 2 fe e t; t h e n c e S o u t h 2 9 d e g r e e s 5 6 m in u t e s 0 2 se c o n d s W e s t, a d is t a n c e o f 1 2 5 .6 0 fe e t to th e S o u t h li n e o f sa id L o t 7 , a p o in t h e r e in a ft e r re fe r r e d to a s P o in t "D " a n d sa id c e n t e r li n e th e r e te r m in a t in g . T h e s id e li n e s o f sa id rig h t o f w a y s h a ll b e sh o rt e n e d o r le n g thened to term inate at said South line of Lot 7. TOGETHER WITH A 20.00 foot wide right of way for ingress, egress and utility purposes over, under and across said Lot 7, the centerline of said right of way is described as follows: Beginning at the previously described Point "C"; thence southerly, southeasterly, easterly and northeasterly, a distance of 216.86 feet along a circular curve concave to the north, having a radius of 57.50 feet and a central angle of 216 degrees 05 minutes 18 seconds, the chord of said curve is 109.34 feet in length and bears South 87 degrees 22 minutes 44 seconds East to a line bearing South 70 degrees 02 minutes 08 seconds West from the previously described Point "A" and said centerline there terminating. The sidelines of said right of way shall be shortened or lengthened to terminate at said line bearing South 70 degrees 02 minutes, 08 seconds West from Point "A" and at lines bearing North 69 degrees 20 minutes 05 seconds West and South 69 degrees 20 minutes 05 seconds East from the Point of Beginning. TOGETHER WITH A 29.00 foot wide right of way for ingress, egress and utility purposes over, under and across said Lot 7, lying between 0.00 feet and 29.00 feet to the right of the following described Line "A": Beginning at the previously described Point "D"; thence North 88 degrees 03 minutes 32 seconds West, along the South line of said Lot 7, a distance of 25.05 feet to the east right of way line of Powers Boulevard and said Line "A" there terminating. MIN Euler Chanhassen 4658198v 1 166 The sideline of said right of w ay shall be short ened or lengthened to term inate at said east right of w ay line of Pow ers Boulevard. A 14.00 fo ot w ide right of w ay fo r utility purposes over, under and acro ss Lot 7, VINELA ND, according to th e re c o r d e d p la t t h e r e o f, C a rv e r County, M innesota, the centerline of said right of w ay is described as fo llow s: Com m enci ng at the northeast corn er of the Southeast Q uarter of Section 2, Tow nship 116 North, Range 23 W est of the Fift h Princi pal M eridian, said Carv er County; thence North 88 degrees 03 m inutes 48 seconds W est along the Nort h line of said Southeast Q uarter, a distance of 1842.74 feet; thence North 1 degree 56 m inutes 12 seconds East, a distance of 176.36 feet; thence North 19 degrees 57 m inutes 52 seconds W est, a distance of 28.00 feet; thence North 70 degrees 02 m inutes 08 seconds East, a distance of 3.88 feet; thence North 71 degrees 24 minutes 57 seconds W est, a distance of 56.97 feet; thence South 89 degrees 47 m inutes 58 seconds W est, a distance of 43.79 feet to the Point of Beginning of the centerline to be described; thence North 35 degrees 00 m inutes 00 seconds W est, a distance of 9.00 feet and said centerline there term inating. AND A 10.00 foot wide right of way for utility purposes over, under and across Lot 7, VINELAND, according to the recorded plat thereof, Carver County, Minnesota, the centerline of said right of way is described as follows: Commencing at the northeast corner of the Southeast Quarter of Section 2, Township 116 North, Range 23 West of the Fifth Principal Meridian, said Carver County; thence North 88 degrees 03 minutes 48 seconds West along the North line of said Southeast Quarter, a distance of 1842.74 feet; thence North 1 degree 56 minutes 12 seconds East, a distance of 176.36 feet; thence North 19 degrees 57 minutes 52 seconds West, a distance of 28.00 feet; thence North 70 degrees 02 minutes 08 seconds East, a distance of 3.88 feet; thence North 71 degrees 24 minutes 57 seconds West, a distance of 56.97 feet; thence South 89 degrees 47 minutes 58 seconds West, a distance of 70.91 feet; thence South 70 degrees 49 minutes 20 seconds West, a distance of 53.27 feet; thence South 19 degrees 10 minutes 40 seconds East, a distance of 10.00 feet; thence South 70 degrees 49 minutes 20 seconds West, a distance of 8.85 feet; thence South 54 degrees 19 minutes 10 seconds West, a distance of 31.91 feet to the Point of Beginning of the centerline to be described; thence South 55 degrees 07 minutes 44 seconds West, a distance of 130.25 feet to the east right of way line of Powers Boulevard and said centerline there terminating. The sidelines of said right of way shall be shortened or lengthened to terminate at said east right of way line of Powers Boulevard. MIN Euler Chanh assen 4658198vl 167 EXH IBIT "B" SITE PLAN MIN Euler Chanhassen 4658198vl 168 I I I I I I I I I '@go a» o og» 7 4' \.EISTNG 7<''<<' woos --' y ) • · 1 ' . ' • .¢ ' ¢ == ] I I I EXISTING FENCE ' '< 'EXISTING 7' ; • WOODS ISTING BITUMINOUS 'sinus; zauPuz coPouo! MxESSUT .., QERs I FY·r. -- J ---------- ------- "Q f===we@P mp I I IF1 I I I I I I I v I ( s I 1 I s II x I 1 I I I I I I I I I I I I I 41 { EXISTING GRAVEL DRIVE I a MIN EULER 169 EXHIBIT "C" PLANS AND SPECIFICATIONS MIN Euler Chanhassen 4658198v1 170 ver izor ' MIN EULER NEW BUILD TOWER ELEVATION PROJECT INFORMATION LOCATION SCAN SITE NAME: SITE ADDRES S: COUNTY : ATI TUE: LONGITUDE: DRA WING BASED ON SITE OATA FORM DATED: BUILDING TYPE: SITE AREA: MIN EULER PEACEFUL LANE CHANHASSEN, MN 55317 CARVER N 44°53 04.75° ({NAD83) w 93 32 54.22° (NAD &3) 08.21.17 VB OCCUPANCY: S-2 23-6° X 28-0° = 658S.F. ISSUE SUMMARY REV. DE SCRIP TON SHEE T OR DE TAIL A ISSUED FOR REVIEW - O8.18.17 ALL B ISSUED FOR OWNER APPROVAL - 09,12.17 ALL C ISSUEO FOR OWNE R APPROV AL - 02.22.18 ALL 0 ISSUED FOR OWN ER APPROVAL - 08.08.18 ALL E ISSUED FOR OWNE R APPR OVAL - 01.21.19 ALL F ISSUED) FOR REE'W / APPROVAL - 02.12.19 ALL DEPARTMENTAL APPROVALS NAME DATE RF ENGINEER NW THYAKALY ANI JAIPURI'Y AR 08.21.17 OP ERA TION S JONATHAN F OWLER 08.18.17 MANAG ER CONS TRUC TON ALEX HOLZI NGER 08.18.17 ENGINEER SHEET INDEX SHEET ] SHEET DESCRIP TON T-1 ] PRO£CT INFORMATION, TOWER ELEVATION, & SHEET INDEX T-2 l CODE SUMMARY AND LIFE SAFETY PLAN A-1 ] S#TE PLAN &STANDARD DE TAIL INDEX 4 ngety copy hat tis plan, tpcollar or ropof e pg opor o by me or under r la prison and that an s duly ogtr@cs Architect under po ls gfpe fiat gf llny@di@ Roeser .1 0& Rag. Mo. g«27 A-1.1 } GRADING AN LANDSCAPE PLAN AND DETAILS A-2 l] ENLAR GED SITE PLAN VICINITY MAP -2.1 ] ROOF PLAN , DE'TAIL.S, AND PHOTOS A-3 ] AN TENNA AN D COAX KE Y, AN TENNA MOU NTIN G PLAN , & NO TES A4-A-44 ] EXTE RIOR ELEVATIONS, PLANS, SEC TIONSIDE TAILS, AND PHOTOS 1-5 8A6.1j OUTLINE SPECIFICATIONS BSI REFERENCE (AVMATION LIGHT MOUNT I PIVOT POINT) 5 5 LAKE LUCY RD a LESSOR/ LICENSOR APPROVAL SIGNATURE I PRINTED NAME DATE I 1 LESSOR /LICENSOR: PLEASE CHECK 'THE APPROPRIATE BOX BELOW [] xocwvoes. [] CHANGES NEEDED. SEE COMME NTS. g22cl , GROUNDI NG NOTES, PLANS AND DETAILS [U -T &U-2l] SITE U T Lu TY PLANS 6 NOTES ET-E8 [ELE CTRI CAL NOTE S, PLAN S, DIAG RAMS , AN D SCHE DULE S $-0 -8 3 ] S TR UC TURAL NO TE S , P LAN S , AN D D E TAIL S SURVE Y [cs » r error one ar e masons au ] VZF PRIOR '1TO CCONST.UC7AON COMMENCEMENT CO NTA CTS LESS OR /LICE NS OR : C ITY OF CHANHASSEN CHE LS EA PE TERS EN (ASS IS TANT CI TY MANAGER) TT00 MARKE T BOULE VARD CHANHAS SE N, MN 553 17 (9525 227-1118 CI TY OF CHANHAS SEN GE ORG E BE NDE R (ASSIS TANT CI TY ENGINE ER) TT00 MARKE T BOULEV ARD PO BOX 1«7 CHANH ASSEN, MN 553 17 (052} 2277-1 164 LESSEE: POWE R U T LI'TY COM PANY CONTACT: CITY Of CHANH ASSEN KEVIN CR OOKS (U TLI TY SUPERINTENDENT} 7TO0 MARK E T BOULE VARD PO BOX 147 CHAN HAS SEN, MN 55317 (952) 227 -1300 TELCOUTIUlY COM PANY C ONT AC T; THI RD PAR TY INSPE CTOR : BADG ER STATE INSPECTION KELLY MULHERN P.O. BOX 157 OSS EO, WI 54 758 (715) 533-8686 ARC HITECT: SUR VEY OR : S TR U C TU RAL ENGI NE ER ELECTRICAL ENG INE ER: GE OTE CHI CAL ENG IN EER: VER2ON WIRELESS 1080 1 BUS H LAK E ROAD BLOOM ING TON . MN 55438 RON RE ITER {612) T20-0052 XCE L ENE RGY 1518 CHE STN UT AVE . MINNEAP OLI S, MN 5540 3 LEN JACOBSE N (952) 380-26 74 T.B.D DESIGN 1 ARC HITE CTS LLC 9973 VALLEY VIE W ROAD E DE N PRAI RI E , MN 553 44 (952) 903-9299 WI DSE TH SMITH NOL. TIN G 6 0 FILLM ORE STRE ET - PO BOX 1028 ALEXANDRA, MN 56308 -1028 320-162-8149 HERZOG ENG INEERING, LLC. 530 NOR TH 3RD STRE ET MINNE AP OL IS, AN 5540 1 (61.2) 844-1234 BUSSE LL, COMP ANI ES, INC . 1602 6 MINNE TON KA BLVD . ST, MINNE 'TON KA , MN 553 45 (952) 931-2111 T.8.D. 0 EXISTING CONDITION SCALE : NO SCALE [is rsue o er a oar sans taos [ & MENNA ME2IHT -= PIEL.D VSANDIE DESIGN} EIS TNG ANTEN NA EXISTING VENT me or sue p soc" A8Rf' 40lL. / a&.s' AL fee ::a/ EXISTING ANTENNA ND EOUP VENT E0ST NG ATER TONER 9973 VAL.LEY MEW RO. EDEAN PRUAN FRIE, MN 4$6344 (962) 903- 8299 WWW .DESIGN SEP .OM verlzon' 1080 1 9USH LAKE RAD BL, COCOA4ING TON, N $55436 (et2} 720-0052 PROJECT 2017156654 7 LOC. CODE: 443690 M IN EULER 0 PARTIAL ELEVATION t r5 1 PEAC EFUL LANE CHANHASSEN, MN 55317 SHEET CONTENTS: CON TAC TS tS SUE S U MMAR Y SHEET INDEX DEPART ME NTAL APPROVALS LE S S OR AP PRCOV AL PROJ ECT INF OR MA TI ON VIC INITY MAP GE NE RAL NO TE S DRAWN BY': KYLE M bA1£: aces s 1 iAi,' BE.4 REV.B 08. 18.17 09 .12.17 REV.g REV.D ea g 08 .09 .18 Ee.S REV. F 01.21.19 a:S T- 171 MIN EULER NEW BUILD CODE SUMMARY C O0E S : 2015 MINNESO TA STATE BUILDING CODE. 2012 INTERNATIONAL BUILDING CODOE. OCCUP ANCY CLASS IFICATION: GROUP S-2 (LOW -HAZARD S TORAG E} TYPE OF CONSTRUCTION: TYPE VB. SPRINKLERS; EXCEP TON FOR TELE COM MUNICATION BUILDING S WI TH AU TOMA TIC SMOKE DETECTION SYSTEM AND SEP ARA TE FROM THE RE MAI NDE R OF THE BU ILD ING BY FIRE BARRI ERS & HORI ZONT AL, ASS EMBLIE S (PE R SEC TON 903.2) FIRE BARRI ERS & HOR IZONTAL ASSE MB LIE S NOT AP PLICABL E FOR SING LE USE BUI LDI NG SMOKE DE TE C TON SYS TE M TO BE PROVI DE D BY BUI LDI NG OWN ER OCCUP ANCY SE PARA TIONS : NO T AP PLICAB LE. FIRE RE SIS TAN CE RA TING S: FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS: CONSTRUCTION TYPE VB = O-HOUR FIRE -RE SI STANCE RA TIN G RE QU IREM ENTS FOR EXTE RI OR WALLS BASED CON SE PARA TION DIS TANC E: X 2 30 FE E T = 0-HOUR MAXI MU M AREA OF EXTE RI OR WALL OP ENIN GS BAS ED ON SEPARA TION DI STAN CE: x.2 30 F EE T {N O L I T) HEIGH T & AREA LIMITATION S; GROUP $-2. 2 STORIE S OR 40 FEET HE IGH'T: AC TU AL = 1 STORY . 14.-6° HEIGHT. GROUP S-2, 13,50 0 SQU ARE FEET ARE.A: AC TU AL = 223 SQU ARE FEET (EQU IPME NT ROOM 1.29 SQUARE FEE T & GE NERA TOR ROOM 94 SCXUARE FEET) OC CUP ANCY LOAD : AC CE SSORY STORAGE AR EAAAE CH AN ICAL EQU IPMENT ROOM , 300 GROS S SQU ARE FEE TOCCUP ANT: ACTUAL = 1 OCCUPANT EACH ROON MEANS OF EGRE SS: DOORS $I2ZE D PER OC CUP AN T L OAD ANEC/OR MI NI MUM 32° WIDO 'TH & MAXIMUM 48° WI DTH EXI T AND EXIT AC CE SS DOORW AYS, TWO RE QUI RED IF OCCUP AN T LOAD EXC EEDS 29 PE R STORAGE OCCUPANCY, AC TUAL = ONE DOOR EACH SPAC E, EQUI PME NT ROOM 3-0° WI DE & GE NE RA TOR ROOM 4-0° WI DE. TRAVE L DISTAN CE: COMM ON PATH OF EGRE SS TRA VE L, STORAGE , IO0 FEET NONSPRINKLERED S 30 OCC UP AN 'TS EXIT ACC ESS TRAVEL DISTANCE, STORAG E, 300 FEET NONSPRINKLERED. ACTUAL = 24 FEE T MAXI MUM, PLUMB ING FIXTURE S: EXCEPTION FOR BUILDINGS THAT ARE NORMAL LY UNOCCUPI ED NEED NOT BE PROVIDED WW TH RES TROOM FACILITIES (PER SECTION 2902.1 AC CE SSIBILITY: EX CEP TON FOR EQUIPMENT SPACES FREQUENTED ONLY BY PERSONNEL FOR MAIN TENANCE , REPAIR OR MONITORING OF EQUIPMENT, INCLUDING COMMUNICATIONS EQUIPMENT {PER SEC TON 1103.2.9) CODE SUMMARY (CONTINUED) t herey co«ty thot $le pglen, polo0oq or poof woe f prod by re or nor ny Ole sport@ion) ng 4hot I uy t gor ed Archid under gr tee gfte pf ef Minroad@a RO9R T./ V 8, Rag. Na zT ADDITIONAL STANDARDS ; ENGINE & GAS TURBINE-POWE RED EQUIPMENT 8 APPLIANCES (PER INTERNA TIONAL MECHANICAL CODE, SEC TON 915.,1) REFERENCES NFPA 37 STANDARD FOR THE INSTALLA TION AN USE OF STATIONARY CCOMBU STION ENGINES AND GAS TURBINE S" ENGINE ROOMS WI THIN STRUCTURE S SHALL HAVE INTERIOR WALLS, FLOORS AND CEILING S OF A'T LEAST t-HOUR FIRE RESISTANCE RATING. ACTUAL = 2-H0UR RATED WALL & 1-H0LR RUATED CEIL.ING IN GENERATOR ROOM, FUEL. TANKS WM THIN STRUC TURE S SHALL BE PROVI DED WITH SPILL CONT AINME NT HAVING A CAP ACITY EQUAL TO THA T OF THE LAR GEST SURR OUNDE D TANK, ACTUAL = 255 GALL ON CONT AINMENT FOR MAXIMUM 210 GALL ON TANK. EX}HALIS T PIES SHALL HAVE CLEARANCE S OF A'T LEAS T 9°" TO AD.AC ENT COMBUSTIB LE MATERI ALS . ACTUAL = MINIMUM 9 INCHES PROM ®D , EXHAUS T PIPES PASSING DIRECTLY THROUGH COMBUS TIBLE WALLS SHAL.L HAVE A METAL. VENTILATED THMBLE NOT LESS THAN 12 LARG ER IN DAAME TER THAN EXHAUS T PIPE, ACTUAL = MINIMUM 1Z" LARG ER IN DIAME TER 'THAN EXHALIS 'T PIPE PRI DED. EYE WASH PROVI DED (PER OCCUP ATIONAL SAFETY & HEATLH ADMINI STRA TION , SECTION 1@10,151.C} PORTABLE FIRE EXTINGUISHER PROMDO ED (PER INTERNATIONAL FIRE CODOE, SECTION 906.1] EQUIPME NT ROOM VENTILATION PROVIDED (PER INTERNATIONAL, FIRE CODE. SEC TON 608.6.1) SIGNAGE AND SMOKE DETECTION BY BUILDING COINE R ([PER INTERNATIONAL. FIRE CODE, SECTIONS 608.7608,9) PARKING: EXISTING PARKI NG ADEQUATE FOR EOLUP MENT SPACE S FREQUEN TED ONLY' BY PERSONNEL, FOR OCCASIONAL MAIN TENANCE, REPAIR OR MONI TORI NG OF EQUIPMENT, g2LA. DES 1GTN g973 VALL,EY VWEW RD. 6DEN PRA/RE , MN 58344 (962} 903-9299 WWW.DESIGN19P,COM verlzon' 0001 BUSI LAKE ROAD 8L.0O4NG TON, MN 55438 (612) 720-0052 PROJECT 2017 1566547 LOC. CODE: 443890 LIFE SAFETY PLAN MIN EULER EAENT KON = DMAARON 80ENT OOu = nE EXNNOuSHESR or0PNENM' OXOAM - TEL DANANCE 'M EQUENT SlOOM -- €Of ACCESS BE3APANENT NOON -= EYE NON SARAN oeaaoR not -- ED ca.G ] {ii/ gaoR a0ou = ED LL gEEIGO? NOOH - 3MEL. DOSAGE A° PEACEFUL LANE CHANHASSEN, MN 55317 SHEET CONTENTS: CODOE SUMMAR Y LIFE SAFETY PLAN DRAWN BY; KYLE M DATE: cecReo . Erp o1,21 08, 18.17 EYg REV. C 09.12.17 02.22.18 SEY0 REV. E 08.09. 18 1as REV . F 02.12.19 T-2 172 I Z NOTES: EXISTING UNDERGROUND UTILITY LOCATIONS ARE A9PROXIMATE. AND NOT ALL UTILITIES MAY BE SHOWN . CONTRAC TOR IS RESPONS IBLE TO NOT DAMAGE UNDERGROUND UTILITIES AND MUS T CONDUCT BOTH PUB LIC AN D PRI VATE UTI LITY LOC ATES BEFOR E EXCA VATING. CONTRAC TOR SHALL RESTORE ALL AREAS DISTURB ED BY CONSTRUCTION TO PRECONS TRUC TION COND ITIONS OR BETTER. GENERATOR TYPE: DIESEL "30REOZK" FROST DEPTH DESIGN = 4-0° / DETAIL INDEX DETAIL { DETAIL DESCRIPTION 1.1 ]BOLLARD DETAIL 2.1 f FENCE SECTION (DETAIL. 4) ATCH EXISTING 5.1 ] ROAD SECTION (DETAIL. 1- SMLAR, SEE SPECIF ICATIONS) 8.1 ] TEL.COENTRY DETAIL k F y1 y --- \ \ \ ~/_/ f/1 J..i tB.i" '-- - - ~ "' '\L ~r \g </ \\ \ / · .J !/~, 7,W///////. I I 'f/N/J/~,,,r/ A \' / xcsn o envu \ xOr \ z ill f {: g 2 f o g °» \ #g big 8 / I I I 1~ 11WL CWN 11£ SOE ON A DAY ISIS AND 'TO THE SATISFACTION OF THE CITY BEFORE LEAMING THE JO SITE. 9.1 } CMPH DETAIL 121 j METER PEDESTAL DETAIL (DE TAIL. 2 GROUNDING DETAIL INDEX 7 \l', 1tt 'TESTWELL DETAIL. GROUND RING& ROD DETNL +l! 12 sT=Ru.oDem =-ltlllt «waaaoo glh,IS&} IID!a/llllJB - \' \ '.. m , 11.4 Co--lDUIT DETAIL K fr ]] 1&? 4 is TPc.ocuovacAeseooseenu.so ----rd'[5[ ((l( ass DESIGN [ 78hos'- ES 5g 4 j3[E/ Iyl V4147 " 4 · '( ...1 f&, .r 3}NO#GSED UNDO2NOUD / es CAMI.ES /ti'] <} il( s' s \ \1il EOU PENT COPOUN ) EXISTING TREE LUNE (nPCAL) - - - ..lllllillY~ _- - - - -1- - - ---- ~EXIS1l NGllllJIY ,-ENT -71/ _ pg Hs A> fa) '. s lT 'i' I I I I DE TNL DE TAL. DESCRIP TON t hoer 0oy orfy tot ti0 pion, paten er opor'f woe Apod by me or undoer my die u par'i@lg f tot e @ Vy globed Avohboct uwder t vw f th tat ef /yr tot RO=R T.4. AV&, Rag Na t&gr? 5 l aclN • Iii ~ BLOOMINGTON, MN 55438 (612) 720-0052 ! o0Ag 10801 B.USH LAKE RAD BLOOMINGTON, MN 55438 (612) 720-0052 PROJECT 20 17 1566547 LOC. CODE: 443890 MIN EULER PEACEFUL LANE CHANHASSEN, MN 55317 SHEET CONTENTS: HSIA SHEET CONTENTS: STE PLAN DE TAIL INDEX : ..... , © =Fry 0MMC aME " rp 1 A-1 173 0ids&PE' UM sreoL. ] arr. {couoN NE @o] , [vcx ius s z SPRUCE SEE REDAL. 2/-4.4 FOR uNg EIL. ,, aa, a,, ,a, " ' PoPooa Bl {EH LUNE REA2DISH7 TAGEB AI uE 0NOA) F -.sr..;;.--:\ n EG A2. ELA] - > \ ""%, sma er uc ) X \ ( ' \ , I I I I I I ', I I I I I I g±p' p= r ), I I I I I 4 '.1 3 r I 1 \ 1 I I I I I I I I I 5 I ~ ,,1, - ffgat.g;' 1 \ I ElOSTIHC fE>ICE . ' 0 GRADING & LANDSCAPING PLAN 1 SCALE:t=10-0° oNe t) GC. CONT COY AEons7 FOR MSEeCON OF TEE PNIOREECHO] MSAALL.ANON POOR TO COMS3L. 7). 0POSED GONG SHALL. MAMM A IMAI OF A 3.f SL.E. 5. GC. TO COOO«ED WIH COY'SS ANEONS} F' TEE ELM(ON&. S NE NEDA. AERAE4EMT' NEES SIL.L IE iMAOAY, coo«ED H Aeoesg, \ &,.-:S, lllSN Cllllll. ftD WI 1XIGIIDIII MIi IIWE lllftl:lm IERIE - alllll mu.II& BIIDI _, coat.s sNE. E MMDMED UM, EEMT Cu cER s eswish I -----1/INI.Cf-atF--1!11:t:EUMDIIIIIIIIDYl/r 4ot ENT 4} cOMCIOR SLL. FUNMESH AND MSIN.L. TREE POSCO'ON FENCING. EE PROTECTION vGNDNG SL IE #--" 3} OANaE t,22,g® +ece sroes s:-sr uww we gr-sr =e) s-er w oz srw= on e en o .SSL."AE,"2.g" = +an =wee sane: iwu. a rr ow) =w ua a&fr uen in MM.I" SOE 1O SE LOCATED ON PROPOSED TEE PSANLAM0N FENCE AMID) EXASAMO CHVU}-AUMK FENCE I I I I I I I I I I I I I j I ' f, s'# wall I I ss i smrr'ii /L l ' ' + a gg3#onik BE? rs - / I I = '° { . tr I 1 - 4'' ' I : I 0 EROSION CONTROL FENCE 3 SCALE:NOT TO SCALE vEx HOSE 3 9UrS OF 10 OE SED URE f2 APWRf AROUND TEE TUNEB UL.E 4" sat. SSR 42Z" SWE REN Fuess t/ FSHED GRAE. IEE f er0toy cry tot ti# pen, spottier or rapgorf woe oped by me or ode my credt porviggn and thol f er uby got4rd Avcht oct un doe low gf te lot ef Menotti ROeR '7 .1 VI9, Reg M z27 G22.cl , DESIGN} S073 VALLEY WSW RD, 6DEN PRAIRIE, MN 455344 (62} 903-929 WWW.DESIGNS SP, COM verizon A0901 BUSH L.AKE ROAD BLOOMINGTON, MN S5438 (612) 72-0052 PROJEC T 20 17 1566547 LOC. CODE: 443890 MIN EULER PEACEFUL LANE CHANHASS EN, MN 55317 SHEET CONTENTS: GRAI NG ANDO LANDSCAPING PLAN DRAWN BY: DOA1E: CHECKED BY: 0 TREE PLANTING DETAIL owe: SOE ==p 1 A-1.1 174 3-¢° Qu.} SE EXSTING TREE LIANE _,,,,.- - "«, -- ........ · . 7» '77 4- / \ / + st» -- I I I I I I ©) #9gsg sre Pew o ) " i >y? '-- mcroecw- ' ass d®'F >.- EXISTING CHANN LINK FENCE CRETE APRON DETAIL ;1n2= fr owe oz r-i, PROPOSED EROSION CONTROL FEN& PROPOSED FENCE W/ S1GNAGE a0Me: AOL.E F I a I orby cortty rt the pm, &pcliggg gr rprt we # oped by me or under my did uprlan ard hot I an guy tghelved AchNicf under th we gf t lot ef Me oaf, ROeE.AT / AMS, @0g Na tgg? G20.-49. DESIGN} 973 VALLEY VIEW RD. GDEN PR/AIR®S E; MN 58344 (062} 909-4299 WWW ,DES IGN EP, COM verlzon' 10001 BU8H L.Al; ROAD 8, OCOMING TON, MN 55438 (81.z 720-0062 PROJECT 201 7156654 7 LOC . CO DE: 443890 MIN EULER PEACEFUL LANE CHANHASSEN, MN 55317 SHEET CONTENTS: ENLARGED SITE PLAN DRAWN BY: KYLE M DATE: 07.24.1 CHECKED BY: B'RUAN REV.A D08.18.17 REV.B 09.12.17 REV.C 02.22.18 REV.D 08.09.18 REV.E 01.21.19 RE V.F 02.12.19 A-2 175 90OSED t.S UNM3RSM. S--{M ORS /' AL MONS - Sero 1 {Moo! f 1suss--A) OR Et} gg; v =en +v • as CME PEED {NI) ·vs»-MN0OED &S$ UNMEROM. AN®LE MPNaR SEP> 1 (MODEL -u) / s.s. wear Qunl. } wa) ae eat. / P0Oas sEEL SMDORF oET $eE Saur'L) ({) @) A#L £yours e1At. , w: sONE Fr rROSED QM. {3BBL EENOES! NYE = SEE SAA'L wM} ,., ©) £gs.youwrivo pert., awe: scf ; t arty thy thot tie pon, pacct or npof we poprd ty me er wonder {my dial sggneilo gn tft t en dby igloo Architect under the low gf thy fate gf lb, ROBERT 1 DAMA, Reg Na zg? GL./ , a RCS,S 7:S &s smee/' NL USHOMS - smers 1 pioe. {} 1voes-A) a SRt. ENNY / SHEET A-J FR COLE Peens (o) {S F 0SED STEEL. SDANOFF OMCKET (SEE STA'1) {MM) -nwc oRw pp¢ 1 EXISTING LIGHT (APPROXIMATE LOCATON) SEE NOTE ON 5/A-4 DESIGN} 9073 VAL.L EY VIEW RD. EDEN PRAIRIE , MN 683-44 (862) 903-8289 WWW .DESIGN EP.CDOI verl zon' t0801 BUSH LAKE ROAD BL. COOING TON, MN $6438 {81z 720-0052 PROJECT 2017156654 7 LOC. CODE: 443890 MIN EULER PEA CE FUL LA NE CHA NHAS SEN, MN 553 17 SHEET CONTENTS: ROOF PLAN AN D DETAR.S 4y ± " ' 0 EXISTING CONDITION 0 ROOF PLAN 1 sCALE:3r&2= 1-0 ave: OE 4. EXISTING VERTICAL. COAX ROUTE I DRAWN ev· KYLE M orac y 4Es R REV.A 08.18.17 REV .B 09.12.17 REV.C 02.2218 NORTH »REV.D 08.09.18 EB ■REV .E 01.21.19 IRE V.F 02.12.19 I A-2.1 176 AZ1MUM y --~-- __ 'l!I[ __ ; _uL EL ; __ "1!11. __ __ '11/1._ __ .El r AO(OMAL: ([) osTaUoM a, {ac-4520 » «e (A) e A7 SHELTER () osmUOM SOK, {2D-O&27-PF-46 (/I '7ON2I) ('f) O EA SECTOR l_ ............... ee-10 -~ OSeaEAGER G-12 MYERD CABLE, COMPOUND> 1TO SECTOR 0see2ER G--1.2 MERI CELE, COP0UND> TO SECTOR 4.) OsENGER Mrte A0ER MM--142015 (pSNELUO# SOK TO RU) [ore: cues a rs e omee nE[ 3 J.& -~-- _:! __ _ :! __ _ :! __ _ :! __ _ ! __ _ :! __ _ :! __ _ :! __ _ :! __ ur.Ir -~-- _:! __ 0 ANTENNA KEY 4 SCALE :NONE PoPose caNC PSIR 0 CABLE BRIDGE PLAN _w_Lr_J "_ _a I r Jr_ .&. LI±Is .«Lr IE © ®oaex ·SCALE: NONE CAL.CSL.AION OF OPOSED €-12 CAN3LE LENGIN (EQUIPMENT PLIFORD4 OSTRISECTION SOK TO SELTOIR "] =ERNA. (tO UP TO CALE BROCE + 14 DN O A8LE RDOGE + a0 UP 70) = {4-- - HOR2ONL. (¢ e PTFOAN 4 3f' » GE + as' e OE} for-° X ·21I-£' (±) ' EXIRA = 22S'-4f SE. 221'-4 CNL.CUL.UATON OF PROPOSED G--T2 CALE LENG7RH (OUPENT PLATFORM DASTRIEU TRON SIOK TO SE;TOR Y -MJXOKAL. (O' UP TO CADLE RIDGE + 14 N O CA.E' RDOE 4 O UP O '1XI} = 4'.-° = ON2ONA. (14' O PANO! 4 30 » ORE 4 25' @ 7ONE} = g9--° XI » 12S-£". 1 KE'. EOE " 14S'-¢' SE 18'-4" CONCULA7NON OF PROPOSED G-12 CAN3AL.E LENGTH (fEQUANEX PL.AFORM IS7NUON O TO SER ) -XCAL. (TO UP 'O CABLE 8DOSE' 4 14'' DAM O CABLE SRNIDGE + a" UP TONI} = fg4- -HON2DNAL. (1+ PLATFORM + 30' » ORE + 41¢' @ 1ONE) = 454-° 1L, ·'-4 (±) 1C. DORA " 21'-4f". LESE 22'-=¢ NOTE: SEE 1,/--3 FOR 7CAL. NONES Po08ED 'E OE PwOPOED ) Es f-oe ) aaos -- {ES. a [9 6% w:-e ua sczu: swwwza «o ow Pres P2rose ANUS ps 2 .,J MOE: ONL.E SANDOE SUNNIS ANE NEONED AI oeus or o ED -- M OVERHANG es Mor '10 EKED Y!--¢° Nor: SEE 1,/.-3 FOR 7COAL. NORE NORTH ©#s;yr®sos" ©), ##gg£ vouivo e7A. " 1 or by curly thot this pr, 4p0not IQ} or n0port woe pprd by me or under ry diet 0upgrvtier an that I ae dkuby poghot oar} Av hct undue the ore of tho ti#ate of Minot Oe£RY 1. V9, #ag Ma t227 g2L.4 , DESIGN}, 9973 VALLEY MW=W RD), EDEN P RARE, MN 55344 (962) 09-8288 WWW.DESIGN TEP.COM verizon' {0801 B.SH LAKE ROAD B.OMINGTON, MN 55438 (e12) 720-0052 PRO JECT 20 17 1566547 LOC. CODE: 443890 MIN EULER PEACEFUL LAN E CHANHASSEN, MN 55317 SHEET CO NT ENTS: COAX & AN TENNA KEY CABLE BRIDGE PLAN ANTENNA MOUN 'TING DETAR R#a nae HOUP0EMM': AMTENA, SSC: 2 goes, ree cEs, ans es [[ii" ""] U-OS, @ PEA,] B5VA 28.1l ~ --•- -•A•• DRA WN BY: A-3 177 Uesat, OP a orou : <C.- L a4 r-« -- L 44 ONE SHEET MEIL SHROUD » w? 1 uqaH ER Oat e mono] 0ose Sea. PAPE wws - mo;.,f onos CO set. soFF As uuno BES pr -- not) - SOY'L osED San'M/ Sax uouMED ) oNL. sL. PAPE t/ NZED v-T ({WM) F.0. EOST STEEL TOER a ©) ##gs ®oorow Ed5TING LIGHT (SEE 5/4-4) 0 PROPOSED SHROUD DETAIL SCALE: NONE SETS .¢ : f i go: sou£ OoeD AOMS DO ENEMY EIS TING VERTI CAL LA DER !eerr" snsea / tu.s at / xr a," cs:; EISTNG STEEL BRACKETS I EXISTING ANTENNA 4 ND EQUIPMENT , OLE FEEDS ON MESSENGER NE TYPICAL " BOX MOUNTING DETAIL 2 SCALE:3/8=1'-0 =4, ! i # {4 tt J[? wawwuwe=u.swe r 1 U sPORT MET SIPPED SY' MFR tor - Tot) ¢ f \ \ ) t horety ct}lfy of tio pgpn, pclllcaflan or port was pgpo ty me ¢ unit y (dgf prviolor qgnf that / on dug ..c7CL ROOERT 1 M8, Rag Na t2a7 G22./A , 02.t2.10 DESIGN} 973 LL.EY VIEW RD. EDEN PRAIRIE, MN 55344 (962 903.-929 WWW.OE StGNT EP. CM Poro9ED sEEL. SHROUD QINr -- TICA!) vertzon' 10001 BUSH LAKE ROAD BL COOING TON, MN 55438 812) 720-0052 PROJECT 2017 156654 7 L.OC. CODE: 443890 REV. D REV. E VF MIN EULER PEA CEF UL LANE CHANHASSEN, MN 55317 SHEET CONTENTS: ELEVATIONS AND DE 'TAILS 08.09.18 0 ANTENNA MOUNTING DETAIL a0MC Sor r}, ...... 0 ANTENNA MOUNTING DETAIL : so&E 01.21,19 aas 1; 3 A-4 178 3S {E { 1.{2' (uee ?) Io cowEE (ncau) () Bou.As -- SEE EL. DY POST SE T CONAES SL.A 2), gs®eouosn. SAT"HAI;" 1].- noes sea. PE b» H + TYPICAL - FA.'KANER t : = COONES cswo owe ; d p r\ANESI COMC. PALLED R I ¢ MOUND CONDUIT SETA IM} eISML.E BeoMS wow»of ppel} \. .' !g,gums wean ] SHEET MEAL COMER -- puff 1OP OF CABLE SHROUD (et.o) CONCRETE SLAB 0 CABLESHROUDDETAIL s» scCHED. 0 P; au.ED ERNST cour / 22 t,/2. 4" MOE. n. OF 2 I I I I I I < -< HESE.g " • .52 Feet sEn ua r---~------------· ? e &1, ti» i «-1 /2 'OR! ST" t2 OA CNN! DA. eoTg O BMCOAKEY 'SMANY" SWS RX&32 s' ON.EZED UMSTUT Pooo) / s/%° LIS IND) POST 3E.Jg" PvC covuours t/ Boars R AND BL.DG CusHOMS '> ECST ABLE ~--- ©9 H ege omo (Gy ®= to= Eur=wno aC SOE I F 1 t horoty certify that thie pl, qpleater gr port woe poped ty me or odor my Oil uprier and tat I am duly zz::2. OE7 .2 DA, @eg Na 227 G2L,:l. DESIGN} 9023 VALLEY VW RD. EDEN PRARE , MN 56344 4952) 903-299 WWW.DEB{GNAE.P. COM verlzon' 10804 BUSH LAKE ROAD BL. OOII NGTON , MN 55438 {812 720-0062 PROJECT 2017 1566547 LOC. CODE: 443890 MIN EULER PEACEFUL LANE CHANHASSEN, MN 55317 SHEET CONTENTS: MISC. DE TAILS DRA WN BY: iscso g REV. A REv. C REV. D 08.09.18 REV .E 01.24,19 REV F 021219 A-4.1 179 G) 9#gPserR qperenesos ow:n I I ht,, r --t53---5-1+5 ooo e» ©)##sow ? = , I I I I I I I I p p-!%»&l»» f ] p==sod pl»»@ »kads, »a» a ge s «»s» l us,lb& » e on i 1 In I I 1 I I I I I I I I I b lb i noon o ». ». • • o. , moo» » s o s4,2Joo, l g w»A44A4 • As A. A., lg a] © 9Ty gwrow Posen so.L F, SEE EL.ELANEN. MINNIS ©) 3Few oe vw ME: » COORDINATE ELECO; S7US UP LOCATON ITH SEIER STM.E. - CONTENT TO VERY FAHL TEL.CO SNIY LOCATON WNMZW CE, - PROM0OE SLUP CONNECTIONS AT AM.L. UTILITIES cs ST:.2 (SE 0EL DEX) sasr gggg 0 WEST ELEVATION ©) ET®gyro MC OE tr F ! ow: ONE r' F I CcONCaEIE SNOP sere fffs.352 { et r-d ©} 3 : EMOTE FURL MAM PEL : y t2-s° --~--- me' -'u; I l Ali ' r-A4=====±=== ' r t L 1 , { s j -4gau 3 1 I Ms , • I I I I ____ J I I 3 4#as { I I I v{ { I - ? I 1 • I I - I I I I t I EO. CONC SLAB 251.0 } } xauow ass.0 , II L--.J t p , I I I r Ill r r I I • t Li;;;u n I » lo» 4.¢" t2as ' 0 FOUNDATION PLAN cs f hereby party tat this pg, tpocficat loan ar rpart wad papaw} y me or under my era uporigin an) tot I am a qu giota! Ached er tho tog of th tote eaf Minot ROBERT .2 CAMS, Reg Na 12g7 G22.-! I l (it ca es» +« aaa n .o. avast {#1r7e » 7$ rz-«x1-o" » LW/CQf5mlt oonNG AS mg' - ---~ © B,gee° DESIGN} 9923 VALLEY MEW RD, EDOEN PR/AIRE , MIN 55344 62) 903-929 WWW .DE SIGNE.COM verlzon' 10001 B.USM LAKE ROAD BL, OCOMING TON, MN 55438 {812 720-0052 PROJECT 2017156654 7 LOC. CODE: 443890 MIN EULER PEACEFUL LANE CHANHASSEN, MN 55317 SHEET CONTENTS: FL.OOR PLAN ELEVATIONS RE V. D 08.09.18 RE V.E 01.21.10 REV.F 02.12.19 A-4.2 180 morose .P EE---+,: r PRoose Tt 90was ti NO Os (NT = 0ON EX7NG SHELTER) PROPOSED EXTERIOR SHEATHING (Ow) PROPOSED TRUSS SYSTEM gr 1uss R.) PRoosED Cu aoD gse PROPOSED FE BROK -'Lal ocH EX0SAN? SHELIE} © E#es" SL.L. FL.UASHIMO s" a.C. - To& = oL 3PA! TED., ML. bAeDE (G) OR[{Au8 s1Eno 0Et CONSTRUCT N AXCOACNE L. ESIG# = {#O < w wa we {g,g3 z GIES 1/2" nPE 'x' GP. • rs ve a kd&St a&.J,AR #S 3y5 PP BOAN0 ]'AA(CHOR0LIS4.(S MN. OOUTED CU {MEDAE) ( ONE.BL.ATES- ASL.T SHINGLES {HOCH ES7IQ sHELIS) CE AND WIER BARRIER EMTIRE: ROOF euAON CUTE ;aw". GENERATOR ROOM =a 0 INTERIOR WALL SECTION @ 9TT osT raw 6fl a suao [DH >{Xlf .27 ta TMROUOH ML FLA coNC rel Ill © #Ie: 4 torot ctty got this pion, spcllcat ier r 7pr'f w popggd ty mm r ndn yglef up@rvion 4on tpt $ er Que eget end AAte! nee¢ the wg of tho Slot gf' liota ROBERT .1 DAB, Rag Na tag? 2.le DES1GNh, $923 VALLEY VIEW RD, £DEN PRAIRIE, MIN 56344 062} 903-49290 WV.DE 1GN1£ P. CON verlzon' 10801 8.6H LAKE RO 8L, O001NG TON , SN 55438 (812) 720-0062 PROJECT 2017 156654 7 LOC. CODE: 443890 MIN EULER : PEACEFUL LANE CHANHASSEN, MN 55317 SHEET CONTENTS: SEC TONS AND DE'TAL.S KYLE M ©) 9999g ov sec.non 0 BUILDING SECTION REV .F 021z t9 A-4.3 181 igag me r BY GC I GA 'IUIDl'l lfR SPBRIIIDIS FOR ALL. EDU®ED OPCMNS PRIOR 'O OEOENING AM} USA.LING La4. r rre] r="" lo 5 3 R .A 30 couPC z A/C 2X MEIL @) I#g-9a wo vs, ewe Sor r 3 (G) P®"Tt FooR PLA a NOTE: 1), GENERATOR MATERIALS AND INS TALLA TION PER MANUF AC TURER 'S SPECIFICATIONS AND NFPA 37. 2). CONTRAC TOR TO VERIFY ALL MATERIALS ANO DMENSIONS WI GENERATOR PROM DER 8Y OWNER 4 oreby cry got pig p, $poll©lg or par'f win popped by me or under my did porion and that / on dlg mget ere? Are? unor the lows of the fie ef Mnoooh OS5RT .1 OH&, Reg a t227 G22.-!As G) gR5g o serer=cs Poro ~ -, SNIBS SBI. MNr# DESIGN~ res) EA ~ ~------.~ ~·~~=~ - f 3862)003-4299 [ L------- 1O80f BU6H LAKE ROA 8. O0A0 NGT ON , MN 56430 ({612} 720-0062 MUFFLER SSTGu (EE 1/--44) -3 {pg so ]= la ; [ i I I I I I I I I + I I I I I I II L'lllll-1 l ] I PROJECT 201 7156654 7 LOC . CO DE : 443890 36'x30° LOUVER / STANON?Y OSLE BLANE / Z ACE NSET SCEE) g{CA® COOR TO E (OF1 GS "PTON oeomM", or u} Hu-P+7 5,,% MO FANE COUNTERBALANCE eoMTS SR/ 16" MEIL sFEE (OEEMELK { EM-3O) + 5 e !t if s: 4«8"2048° LOW LENASE TAKE DER M/ ± FANE AND t" uE'AM. SL.EE / A21U)OR MOUNT D NE (R GESNHEEK f vc2Do--t4) N' 4CCC7ct. sec7 SoEE) {rR GNEENMHELK {f ESD-45} - SET IN COME. SEAM.ANI - COOR 12 E (aF OS "MPTOM oaow", aY ur) ACTUATOR, f2OV .2-POSTON DAMP9R LS"ST: IR" MIN EULER PEACEFUL LANE CHANHASSEN, MN 55317 SHEET CONTENTS: PARTIAL FLOOR PL.AN GENERATOR SECTIONS SECTIONS AN D DE 'TANLS DRAWN BY: KYLE M ©) g9#eAros secnow Og SOE ai: AME 1 F 14 0 GENERATOR SECTION sq -« REV.E --- 0 1.21.49 REV.F 0212.19 A-4.4 182 183 {ii+ ·rip, ~ pew 3; 3 ~ o#pf i .a ji 'gi :3 s; ii&h, } .s4 5 8 s 8 s> y a s¢ [a5 # 11!:r ! c: 53 gmu 'n 8g Z u At 'z Lr E.'®3 ' J +ss 4, .., w ,al 8 '¥ gs3 => 3n ; E <' g : g ·"s LL] ta ·lg '+ w «t p +h / L «rs Ps° a sil ~ g l: pi co o A t 1±a n + jk #i f ·<4 , Ill it ! ! 11,1 I + F f ; l F l•: 4 + 4B], #]I; i# ,1 .,1 l#» } ? pill } Ji ·ff ·fr r 1 • p .v5 . a h » #kl# # : + #l i 184 r---------------------------------------------------------7 , » ........... ,,, ~A ¢ # NOTES: t. ALL WELDING TO BE DONE WW"TH E7OXX ELECTRODES. 2. ALL WELDING SHOWN IS TO BE DONE BY CONTRACTOR 5. ALL. WELDING CONNECTIONS SHALL 8€ SEAL WELDED, 4. EXTENDED HEIGHT OBSTRUCTION LIGHT STAND TO BE INSTALLED SO THAT LIGHT IS THE HIGHEST OBSTACLE ON THE WATER TOWER S. OBSTRUCTION LIGHT STAND SHALL PIVOT AT ONE SUPPORT TO FACILITATE OWNER'S CHANGING OF LIKHT BULBS, 6. INSTALL MOUNTING PIPE AT VERTICAL HANDRAIL MEMBER. 7. LIUGS, TABS AND PIVOT POINT'S TO BE DESIGNED BY CONTRACTOR. &. CONTRACTOR TO PROMDOE SHOP DRAWINGS INCL.JDANG SIZE AND DETAIL.S OF PIVOT POINTS AND CONNECTIONS 9. CONTRACTOR tS RESPONSIBLE TO FELD VERY ALL SIZE REQUIREMENTS. 10. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ELECTRICAL ACCESS TO THE AMATON LKMT, 4 80 NG PIPE G To PPE TENED TO ENT STALL ) S \MOUNTING PIPE LOWE R - CONNECTION DET AIL TOP OF TANK ROOF + 3MOUNTING PIPE LOWER - CONNECTION PLAN 2\UPPER HAND RAIL - , PIVOT POINT ELEVATION STALL. ELECTRICAL Mav¢ INSIDE MOUNTING PIPE AT PIVOT POIMT (PROMOE ADEQUATE WMRE LENGTH FOR PvOTI NG) TOP RAlL OF HANDRAIL NTING PIPE (BEYOND) 3\UPPER HAND RAL - PIVOT POINT PLAN ~ ,.,,,,!.. ... •:! .·:···. . . 'a.a 45 %"- ""a.± ff isai sA, Biii. 87- } MMKeee: ({ll.... SUBJECT BSI DRAWING NO. xxxx AVIATION LIGHT MOUNT (PIVOT POINT) DATE DRAWN: 9-27-12 xxxx xxxx REV #1: 7-23-14 REV #2: DESIGN}A 9973 VALLEY' VIEW RD. EDEN P RA)REE, MN 5$344 (9862) 903 -8299 WWW.DESIGN SEP.CO verizon' 1081 BUSH LAKE ROAD BLOOMINGTON, MN 55438 (812) 720-0062 PROJECT 2017 15665 47 LOC. CODE: 443890 MIN EULER PEACEFUL LANE CHANHASS EN, MN 55317 SHEET CONTENTS: BSI RE FERE NCE DRAWIN G L---------------------------------------------------------J DRAWN BY: KYLE M A-6 185 GE N E RAL G R O U N D IN G NO T ES : An est.ero l buried groun d ring (Lad '1) sholf be estabfiahed arou nd the equipment shelter and towe r foundations. Lead ' shall be kept 24 fror foundations; If foundations ore less than 48° apart, kep Lood '1 ce nter ed between them. tf the tow er base is over 20'--) from the equipment shelter, a separate Lead 1 sha ll te est abl ished aroun d each foun dation, and the two Lea d 'is shall be bonded with twa parallel leo ds ot ieost 6 fee t aport horizontally. Connections bet een the two Lead ls shall be bi=dinectioral. A8 subgrade connections shall be by exothermic weld, brazed weld, or gas =tight UL.467-listed compressi on fittings pre--filled with anti--oxidant compound, Subg rode connections shall pgf be 'coid gctvonize' coated, Lead '1 shol be i#2 solid tore tin--ctad (SBTC ) copper wire buried at keal frat depth, Lead '1 ben ds shall be minimum 24 rdlus. 'Whip' le ad bends may be af 12° rodive. Gro und rods sha ll be galva nized sisa l, 5/8 '%, spa ced ten feet oport, or aa shown. Rods shall be kept rin, '24 iches from foundations. Ground rode are required to be sta lled at their full specified length. Dep th shell be as shown in Deta] 11.1 in the Stan dard Detail Booklet, SPECAL CO NSID ERATION S FOR GROLU ND RO DS: When ground rods re not specified to be boekfiled w/ Bentonite Slurry: It bould ers, bedrock, or otter obstructions preve nt driving of ground rods , the (Contractor will need to have drilling equipment bore o hole for gro und rod pl ace m ent. Hole to be backfilled w/ Bentonite Slurry, When specifi ed with slurried Bentorite encasement, drilling eq ui pm ent will be need ta be used to be bore a hole far ground rod place ment, Slurry shot! be made from pelleti zed mate rial ("Grounding Grove"); powdered Ben ton ite ls not allowed. If boulders, bedrock, or other obstructions are found, Contractor ghat) drill to the specifi ed depth and provide lenton ite encce rents, Abov@=grode connections shell be ty lugs w/ twa-hole tong ues uni ea noted otherw ise , joined to solid leade by wel ding (T.3 548569£ "BRO WN}, self--heading (RECOGNIZED, EM 252204.75..312), or 10,000psi crimping (BURNO Y YA.JC 2 TC 14E2 ). Surfaces that ore ga lvaniz ed or coated shall have coating(s) removed prior to bolting. Bo lts shall be stainless steel with flat ahers on ech side af the connection and a lock rasher ben eat h the foster ing nut. Star--tooth washers shall be used between lug k dissimila r metal (coppe r=-to=steel , etc} but are not required between tin--cod CLU lug» & tin --cl od CU tus bars. Lu g tongues shall be coated with anti--oxidant compound, and excess compound wiped clean ofter bolti ng . 'The connection shall then be coated with cokd=galvanizing compo und, or with color --m atchi ng paint, Ground bars exposed to we ather sha lt be tin--clod copper, and shall be clean of any oxidation prior ta lug bolting. Galva nized items sho l! have zinc removed within 1 gf weld area, ond below lug surface contact ared. After wel di ng or boltig, the Joint shall be coated with coli galvanizing compound, Gnd Bar. lead Gro und bars are isolated electrica l\y from towe r bottoms and equipment she lte rs by the ir sta ndoff mou nts Leads from each groun d bar to the groun d ring shall be a pair of {2 SBTC, each connected to Lea d T ti--directionally with {2 SBTC 'jumpers'. Pairs f {#2 SBT C may be required between ground bars. Leads shalt be cout ed to ground bars as follows: " The Main Ground far {MG ), typically moun ted inside on (hes equipment shelter 'back wall; or mounted ta the equipment platform steet beam, ·The Entry Cable Port Grou nd Bars (ECPG8 ), mounted inside and outs ide on the equipme nt shettar wci le beneath the transm iss ion tine part, Note : 'Transm ission line gro unds ala attach to the ECPGGs , s Te Transmission Line Ground Bar (TGB) mauntad at the base af the tower to which the transmission fire grounds are attached, 'Transmission kine gro unds ofisa attoch to the TGBe. NOTE> Contra ctor shall confirm that TC&Bs exist ot 75--foot vertical intervals on ony guyed or self-support tower , an d that tr ans missi on lines are groun ded ta egch TG3. Only the bottom=mast TGB is isolated from the tower stee l frame; upper 'TGBs may use the tower steel frame as com mon ground, requiring no cop pe r lead s between TC9s. 2 SEC hia late 'Whip lea ds shall connect the bu ri ed ext erna l groun d ring to the follow ing iterns: Monopole 'Town: s 'Thres whips to flanges gn the monopo le base, at least 90 apart. tt none are provided, attach to the basep late r cmutt tower manufacturer. Self--Support 'Tower: " 'To wh ips to flange(s) or each tower leg base. If none ore provided, att ac h to the basepla te or consult tower manufacturer. Guyed Towers : ® Two whip to flange(s) on the towe r base. If none are provided, attach to' the boseplate or consuft tower manufacturer. ® £sta bl ish o Lagd 1 within the fence enc los ure of eoch guy anchor, at least 40 foot perimeter and having # ground rods, l2 $8T¢ leads aha# ext end up, and be clomped {bronz e cl ama hell or equcl}, to any two guy wi res . NEVER wel d lea ds to the guy wir es, The lead to the 9uy anchor 'hand' plate may be welded. feces Metoltic fence within 25 feet of tower Led 1, or within 6 feet of she lte r lead 1, shall hove wh ip leads as follow: t fgch corer post Each pair of gate posts, " Any line post over 20'- from d qrounded post. Egch gate eaf to its respective gatepost using braided st ra p (3/4", tin --c lad coppe r w/ lu g ends). ® Fences round guy anchors shall be grounded in similar fashion. fue! tonks; NEVER WELD to ary fuef enc los ure. NEER penetrat e the fuel containment. Neto! tanks shall have ane whip lead attached. (Ue an approved clamp or two --hol e lug on an available fion ge , Equipment Shelter ad £2tbr General Raauirecants; Extend new Lea d 2 1B up to shelter halo, rerokig two-woy con nect ion as need ed. Generator=equipped shelters have 6 such connections. (orections within the shelter sha ll be by compression; NEER weid inside the shelter. + Each vertical support pipe of the exterior cable bridge. Bri dge end shat be kept at lea st 6 from the tower structure. The coble bridge shall be jumpered to the vertical support pipea with {f2 SBTC st each vartical uppart pipe. O pposite come rs of the roo f shield ove r the equipment shelter, Each HVAC unit shie ld , if separate (may be 'ju m p red ' to ma in roof shie ld ). Eac h HVAC pac kage unit, Commerciof kctrid meter box . " Car erat r receptacle, f pres en t. Stoel building ski d, if sh elte r is meta l frame . ® Ech oir intoke or exhaust fan vent louver. " Foch generator vent hood or louver, Gererotar exhaust stock, extemal " Opposite carers of gererotor suppart frame, if seporate fror shelter. Generator fuel tank, if separate from generator unit. " Hoat bu ild in g rain gutte r, downspouts, and roof flashings within 25 feet. Telco POP (Main Point of Presence), if ext ernal to equipment shelter. Within coble vaults, one each to the ladder and to the ma nhole rim , Note; 'Te door fra me is con nected to the 'inte rior ground halo, and need no separate connection to the extaro} gro und ring. bopaction 4. Toting Test lead f! and ground rods after installation but tefore bockfitti ng or connecting 'to any other grounding, using the 3gcit fat of potential me thod . Contra ct or to notify Verizon Wirel ess senior construction eng inee r at least 8 ho urs prior to testing. Docu me nt installation and test res ults with photog ra ph s. SYMBOL AND NOTE LEGEND ---f--- 42 5 BTC AROUND SH ELTER, TOMER, OR GUY ANCHOR LEAD} DENT-CATOM &; DESCRIPTION: 25 RING TD NEAREST LJKCHTNING RO j sarc • 5/8 X 10 '-0 " CALNAN [Z ED STEEL. GROU ND RO0 26 LCHING RODO SYS TO NEARBY MTL NFPA 780 1 RING, EXTERNAL. BURE D w/' ROOS {2 ssTC 27 RNG TO TOMER RI NG (2) 42 Se @ TEST MELL PREFERRED LOCATION 1A RING, CONCRETE ENCASED 42 SETC 28 RING TO SHEL TER RING (2) {z ser 2 DEEP ANOD€ (TO RUPP0VE OMS } ROD OR PIE 29 BRANCH AC PNL. TO BTTY CH G FRM NSTIS 11 ------- J25Bf¢ 'NHP' LEAD 3 RING TO BL.DC STL FRAE 42 sec 30 BRANCH AC PML TO OUTLETS NsT33-11 4 MANN AC PANEL NEUTRAL BUS TO (2) CROUND 31 NGB/FGS TO PR, BTTY FRIE S {2/0 1-SIR _]©]] ) i2 sac row 8, Pe, oR 1Ga 1o ED 1 ROOS, ISOLATED FROM LEAD { NEC 250.66 32 431 TO BATTERY CHARGER FRAME 46 1-STR 5 RING TO GROUND BAR (J {2 senc 35 {31 TO BATTERY RAC K FRAM E l6 -STR 8 RING TO EXT TL OBJ ECT 42 S8TC " jg vnuwc g- ® ADC HAC UNIT 7 DCEP ANO DE TO MB NST 33-9 35 31 TO DSU FRAME 1--STR 2DD) c BUL.DI NG CORNE R E £ PAN2 1Q ATER ETER EC 222.66 36 {31 TO POU FRANE f6 -STR ® g EXT MAIER TO INT WATER PIPES NSTDJ -9 37 NGB/FG3 TO BTTY RETURN NSTD3-14.5 B0 BOLLARD 10 WT WATER PIPE TO MG8 NSTD3.J -9 37A NG9 ,/FC8 'R> RIN TERM CARR SUPP j6 1-SIR © C8S CABE BR0G£ SUPPORT POST 11--42 NOT USED 38 FG8 TO PDU CB8 [750uCM 1-STR ® a 13 AC PANEL TO WG8 NST D3J--9 8A FGB TO PDO U CH CARRI ER SUP PLY 1/i +siR ELECTRICAL SERM©CE GROUND 14 MB /4C8. I. BLUC ST FRAN£ b2/ -SIR 39 DC BUS DIC'T TO NEXT SECTION {6 1-5TR ®© COu MERCAL EL,ELTRA2AL. METER 14C MG8 ,/FG8 TO ROOF /ALL MTL PNL 41/0 1-SIR 40 DC BUS DIC'T T0 VG8,/FG8 j6 1-SIR © FAN GUY ANCHOR PLANE 15 MG8,/FG8 TO FG8-HE SAME FLOOR {2/0 -STR 414 NG8,/FG8 T 458 {2/0 -SIR 16 NOT USED 42-44 NOT USED © FP FENCE POST 16A ECPGB TO CABLE ENTRY RAK 41/0 -SIR 45 MAN N AC PNL TO BRANCH AL;; PML NSTD.I3--11 ®@ c GENERATOR 17 Ma I0 CALE SHEL.DIG 4& +-SIR 46 BRANCH AC PNL TO DED OUTLET NST±5--1 1 174% £CPC8 TO CABLE SHI ELDI NG {6 -ST 47 FG8 TO INTES FRM j2 1-SIR ce GATE POST, 3/4° BRANDO STRAP TO LEAF 178 GB/FG8 TO F--0 SPLICE SHELF {1 -SIR 48 LEAD PS1 TO INTEG FRu f6 --STR ® CPS CPS UNIT 18 LOWEST MGB/FGB TO HGHEST FG8 42/0 1-5TR 49 INTEG FRM TDO EDUP SHELF BY FASTENERS 19 LEAD 18 TO O THER FGs, <6" 42/0 +-STR 50 POU BTY RET 10 IS1 1z7o +-st ® GUY GUY RE, MEC H. CLAMP ONLY =- MO WELDS 20 9MG8/FG®8 TO BNCH AC PNL .# #S 51 [50 TO TRAN S FRM ISO DC PR f6 1--STR © HOO0 OR LOUVER Z NEAREST CRND '1t" DISCONNECT NE 52 TRIS FRV FUSE TO FRM OR BAR }B -SIR 208 GM8 TO AC DISTR PM {6 -SIR 534 NG3,/FG8 TO POF/'BDOFB N5TD33 --22 ® Ne OUTS®OE OF HOFFMAN BOK 21 Ge/FGB TO NT HALO 42 I-SIR S4 uGB/£GB TO STATIC OENMCE'S g' ® c IMTEGRATED LOAD CENTER 214% INTERIOR 'GREEN' HLO {2 -Sm 55 NCB/FC8 TO CABLE AT ENTRY -- STR © 2OH. I HAID2.T0. EXI BING 42 SHI 56 NGB/FC3 TO AC PWR RADIO XVTTR jf6 t-ST uGB NN GROUND BAR 2C NT HALD TO EQUIPMENT UT j6 I-STR 57A MGB/FIG8 TO CBL. GRD,/RUNWAY {2/0 1-SIR ® I GENERATOR MUFFLER 22 ROOF TCONER RINC TO ROOF CRND NFPA 7B9 58A {414A TO AISLE FRAM E }2 -5IR © PC8 PORT GROUND BAR 23 NGB/FGB TO ECPG8, SAME FLOOR [1 -SIR 59A f58A TO EACH SGL FRALE. CRND {6 --SIR 2M MG9/FG8 TO CXR -MF JNR PRO T [6 I-STR 60--89 NOT USE ® ... FOUNDATION REINFORCING 24 ECPO8 TO EACH PROTECTOR ASSENEY {6 =-STR 90 GENERA TOR FRAME TO EXT RING 42 SBTC ® RS ROOF SHIELD 244 LEMIER PROT AS5Y TO UPPER [6 -STR © SB STEEL BEANu @ SP STEEL POST ® STP STEEL PLATFORM © Ta HOFFA4AN B0x © TG8 TOMER GROUND BAR © Te TONER BASE © ypPe DESEL FUEL VENT PIPE Nots; Contractor ta provide f2 solid bore tin--clad (SBTC) copper wire lead from {1 ground ring to air conditioner k ice shield if provid ed ty VZW. ~ TOP MEw NOTE: REMOVE GALNZNG FROM FENCE POSTS N AREAS LK2S ML SE NSTALLED. LUNT&Y COAT THE UN0ERSIDE OF THE LUGS W/ ANT--OX COMPOUND 8-OE ATACHG TO POSTS. nu.mn] SIDE MEW 32c :? :. UL. 9498 LISTED GATE BONDED T0 FENCE POST 9 3 £J92..SL RR 0 COMPRESSION CONNECTOR DETAILS 2 SCALE:NONE So TE RR TES TE VS REINF. 8R ROUND SAUR®FACE FLAT SURFACE U~, .. cRu LIG BELDEN G2 BRAIDED ST? ELD: THOAS & BETTS, 548568£ 'BRON)" cRP: BuRNDY, AC 2TC 14£2, 10,000 PSI a +5 " TE HS TPE GT TYPE PT []] TYPE Gt LUG { tor oty o0tty pa; tis pan, Spoliation or port voe pp ty r nioe my deaf vpor+olg an tot F om @ lg ..2C r2.. Q£8T .. OM&, @ag a 1227 q2tel. DES1GNh 9923 VALLEY MEW.RD), EDEN PRAIRIE, MN 5$344 ($962) 903-299 WWW.DESIGN 1EP. COM vertzon' 10801 BUSH LAKE RD BL, O0MING TON, MN 55436 812} 720-0062 PROJECT 201 7 156654 7 LOC. CODE: 443890 MIN EULER PEACEFUi.. LANE CHANHASSEN, MN 55317 SHEET CONTENTS: GROUNDING NOTES 0 EXOTHERMIC WELD DETAILS SCALE: NONE REV E F 9.219 02.12.19 G-1 186 ; % ? z r] s ~ Jt', so} 1®s\ aa 1 '\ w -- EXISTING ELECTRICAL HETER lo so =+kl@ho f = = = = = --~----------- \ ©-9±gr·rvw e > A -®c\® , ·A a -ass awa. oar- © #gggvo rev ww s ' \ ' 6 ®B \w» ,- \ \ 1\---- RB!!-- y% v PRoPosED2 0TT }- CGROLUNDO LEAD FON MAN BUSS 4 BAR TO ANTENNA BUSS RAT SCOR } Y' FOLL.Ow CABLE FEED CONT \ \ s \ \ \ \ \ \ ~ \ \ ' t 8 e \ , \ \ \ ', w ,A w SHELTER HALD (PER VZ STANDARDS)) \ ' ' \ / NOTE: \CONTRACTOR SHALL. ENSURE THAT ACH HIP IS ROUTED TO LEAD 1 aK THE SHORTEST PATH, AND BENDS SHALL NOT BE LESS THAN 12",RIUS / GROUNDING PLAN lPROP0SED 2 OTT GROUND LEAD FRO M ANTENNA BUSS BAR TO ANTENNA BUSS EBAR (nPCAL) 3 ! > (Y ras-SS. 3S GROUNDING DETAIL INDEX DETAIL. I DETAIL DESCRIPTION 11.1 ] TEST WE LL DETAIL. GROU ND RING 4 ROD DETAIL 11.2 l] SHELTER HALO DETAIL 11.3 l] RE BAR GR OUND ING DE TAIL 11.4 } CON DU IT DETAIL 11.5 j TYPICAL. GROUNDING CABLE BRIDGE DE TAIL. (SM) CONTRACTOR TO PROVO0E ANTENNA GROUND KITS AT EACH SECTOR ANO ATTACH TO BUSS BAR LDOCATED AT EANH SECTOR SCALE : wun \ I .. ] 0 GROUNDING PLAN SCALE: NONE ·Q SECTOR BUSS 8"' I.OCATK)N~.,___• -0---½ 5,32? ?· es ,,mow as ® TO ANTENNA USS BAR (TYPICAL) CDON TRACTOR TD PRDOMDE ANTEMN GROUND ITS AT EACH SECTOR AN ATTACH TO BUSS BAR LOCAT AT EACH SECTOR ©-£Age s rvw F s ti--PROPOSE) 2 OTT GROUND) LEAD FROu SECTOR BUSS BAR TO MAI N TOWER BUSS BAR LOCATED ON CABLE BRIDGE SECTOR BUSS BAR LOCATON troy c4tty tr et tis pl, pclient ion or port w@ ppond ty me or ndor my dvof uport@ion and that f e up ..cc72. RENT .1 OAMS, Reg Ma ggz G22./A. DES IGN} 99123 WALLEY MEW FRD. EDEN PRAIRIE, MN 55344 69623 903-4299 Www.ES(GNE+. COM verlzon' POPOSED Z OTT GROUND LEAD FRON ANTENNA BISS BAR TO ANTENNA 8USS BAR (TYPICAL) 10001 BU LAKE ROAD BL.OOMING TON, MN 55438 (812 720-0062 PROJECT 2017 156654 7 I.OC . COD E: 443890 MIN EULER PEACEFUL LANE CHANHASSEN, MN 55317 SHEET CONTENTS: GROUN DING PLIAN GROUNDING DE TAIL.S goo2.1¢ 01.21.19 0 GROUNDING PLAN 3 SCALE:NONE RE V.F 02.12.19 G-2 187 'SC#SEE CCC C.CS3CSCCS? CG"E» ·3##:SSTSSawwa our aae ! }SONY ECt- 2. 05S10NG UNDERGROUND UTILITY LCATOMS ARE APP«COATE AD MOT ALL U/ES ARE. SMOML. SIAM.IL. CONOUR7 32° SELONI GRADE SWIM TO {2} OEIECTANK.E. RIBBONS, COM7ACTOR S AESPOUSAL.E 'O Of 00£ (UMDEARO.UND /TL.TIES AMD UST COMACT OH ' $)BR PC = PUBLIC 4MD PAMOE (/LISY' LOCATES EOE EACOM3, r=rs=my MSILE DA SCOMEDIES0 OOMDN 42 BEL.OW CAME EH PALL 1 _Hl._1111. __ Ulmlff. 10 m _ 1 -w.E -llll 1'111 (2)DEIB:INI£- r• PE-XOMSUCON CONDOMS. =HER OOMDlf -uGr" SCHEDAR.E 80 (CONDIT 'TO SE STALL.ED L.MER A ROMANY,/AKINS LOT [4. D O2NZ SLL. E PESRFORE2D SIRE AEAAURED O AMENT NTEFEANO SANOR(CANS; =CARNEAL.CONT uc€-uc£ ORF SPECIFIED SY A LANDO OMER CE TO 'THE EMS7MO NF«STRICTURE; OR N 'HE MCOMIT'Y OF' EX2STING (ANDEAN2AOAUNMD COMARTS OR UL.JTY LINES ¥ 0 I FER COMIT / PULL. S7UM@ E ROM HO HOE/PULL. OK THIN 7 «Ou0UND HD» Hot.E/FULL. SOK Y oELY 400 L.F 3" K M HD» HOLE/UL AOK AI SES SO% L.F. waw ) LL T 0 I he < 46, $ MIS?-DIEL2ADOIL, ADOIEAIR, IESL IDLED} SOR. SER CARL. IMADA] 11EE3 OV IE. IESE SE OE. ESCEE2IIIY -rs,>>-%SERR gE ----~----,~ 7 I } . { 0 EXISTING CONDITION 4 SCALE:NONE t trepgctry fat this plan, potion gt taper't r prop by 0 f unhor my did pvoe one hoar f or a @uy «glet ert Aohict under the log af the le of Mnooate OBERT .2 Ng, Reg Na sgeg7 lt , DES IGN} 9973 VALLEY VGW RD. EDEN PRUAFRIE;, MN 56344 962) 903-0299 WWW, DOE SGNTEP. CO4 verlzon' 1080f BUSH LAKE ROAD BL.OOHI NG TON, IN 55438 (812) 720-00$2 PROJECT 20 17 1566547 LOC. CODE: 443890 MIN _EULER EXISTING BITUMINOUS . __ ™:,_ -----'!!Y!!..- _ . ~-------~: 7 ,- V ' ggpg""sos I N I I I i x I I I i I ' ' s s ©9 TE9+us I PEACEFUL LANE CHANHASSEN, MN 55317 SHEET CONTENTS: SITE UTILITY PLUANN PUL.LB OX LOCATION PLAN -- vs aD 0 PULLBOX LOCATION PLAN -- 2 scAe:srz =rr { 1 f. 3 188 P0Pase uEIE? PEDESTAL EE LEA'L. I'S} I Paro DOLL AB EL MEX) \ 7I e ) '{'--EX6111G REl:l1ilCll EQOFIIENT yo REMOVE ABANDONED EIUPWENT y? (err w/ UwD 0RD) 11111'111111 ---~"' !il\. ...::::: -.1111-k..._11____ ~~=W~--~- > ME MEIER ESE!SAAL DY 3.C., AUNE A N or3 or owoE /a ? see.E lies, OvLYf f t Sp =z -- I --asn.✓. :l!l~E5ll.l...:::::: I QL .Jrv~ '6 sRS#Ra g" w-®. °'a ss» tv# r) """ tray rtfy th et this plon, spotlit Or pgr} wt $pod ty me or ender my did uprviolon of hot / om hv hy nglet or) Architect or th le of th al» of' Mwooat a ROBERT I DAVIS, Reg Mg 12«27 es ]" I [D] --U6 FD gGr 7 ·CCC.SST +.SIS PeeAM. ) ME LLC. Y G.C., UNFED A .TC& ; SZZX; 4 J i / /2 --IIUD - · TAN A AN. OF {--g° ~ / /--/-L /· RE < / / / ) / 1 3I • } • \ 7< G ,\ 0 \ \ / -e am verbzon' 10a01 @.USH L.AKE ROD BL.OOINGTOAN, MN 56438 (61.2) 720-0052 PROJECT 20 17 1566547 LoC. CODE: 443690 EaST ING ATER TOMER \ . ~-CIIIL- Ou sOar BANET ESTING CABLE FEEDS ON STANDOFF BRACKET (er cotes) 0 SITE UTILITY PLAN SCALE: 3r32° - 1-0° 7 /7 ys«( • D 7 \ ~ \ EIS TING UNDERCROUND UTIUTES v \/ / LNID SE MIN EULER [Sa+++ + Es1GN} VALLEY WW RD. 1 PRAISE, MN 66344 g03-829 (DE SIGNT EP, COM PEACEFUL LANE CHANHASSEN, MN 55317 SHEET CONTENTS: ENLARGED SI TE UTILITY PLAN PULL.BOX PLAN 189 KEYE D N OTES ? ? XCEL ENERGY IS THE POWER COMP ANY FOR THIS BITE. LEIN .JACOBSEN I8 THE DESIGNER THAT HAS8 REVIEWED THE PROJECT {952-300-2874). XCEL. TO REPLACE THE EXISTING 15KVA TRANSFORMER WITH A LARGER TRANSFORMER. ELECTRICAL. CONTRACTOR TO 8UPPL.Y COMPLETE 8ECONARY CONDUITS ANDO CABLING BETWEEN THE NEW TRANSFORMER AND NEW METER/AASCONNECT PEDESTAL. THEN ON TO THE L.C MOUNTED IN THE VZW SHELTER. BE {/£-2 ONE-LINE DIAGRAM FOR FEEDER SIZING. THERE IS AN EXISTING UNUSED METER SOCKET AND DISCONNECT (S&E PHOTO}. IF NOT UTLIZED AT THE TIME OF THIS PROJECTS CONSTRUCTION, ELECTRICAL. CONTRACTOR TO REMOVE AND REPLACE WITH SPECIFIED METERDOISCONNECT. VERIFY WITH LANDLORD. COORDINATE FEEDER! ROUTING AND FINAL. CCONNECTIONS WITH ELECTRIC UTILITY COMPANY. PROVIDE AL.L. MATERIAL.S AND LABOR NOT FURNISHED BY UTILITY COMPANY . SEE UTILITY DRAWINGS FOR ALL TEL.CO UNDERGROU ND ROUTING INFORMATION. PROVIDE TLO RACEW AY REON ®REM&NT8 PER SPEC IFICATIONS . 7MG 'FOAMER OE EMONE AND AEPLAED Y UL.TY COPY POWER TYPE: 120/240V , SINGLE PHASE, 200 AMPS USED METER/ RISCO&LE eN VeN EIeR/ ASCOT p < t t t - ,--~-~-.·· i:<&·•,,,,,, - - "' i ,"4.· - ·- 'l , Ee 's .= ----< 4#l» -- ~ ~ ,,.~· ~.~-· ar " » es i W]p ,l I ,#P : 'Wl e ' _-=.-:r-•"= . -i:::.-- .. l,m ~ %.," "® --11/2.=.:i:: / :----l--- UQE nL-. " \e Y" 222:"" s ad «- - I I I 0 EXISTING SITE CONDITIONS CAL.t: NONE r Phi60o o--0 o > -- - . ~ . ·-. -._ T~ · r~ - · · · ·, ~ ""' ~ :. 6% -· . G, • • • • • • ~ • ... -·· .· ·-·-:·· -~--- •• - ··/ l!Xl~-~-- .-3!i11-. ]!In ---.~~-~~~- ~ --__:~~~ :•·,·.· ·:\·_..· ': .··.· ' MEER/SCT PEIESAM,OTEL&M • ' \+ · saSRYGC, uNEDAMNuo. • '·.· '. '. aouoE/2EONS {NrToMoELY 1MO LF} a TON OOED AXE1S/AR.ES RO.IL uell agonies, inc. 4ta tz if, al lob, tN --RAINS o-e-its I 0 0 Noa HE PNOOSED VEECON ANIS (ELEANA!. MD FARE} ST MNMANN A MMM.AH OF 15--0° PROM '7ME CL.OE8T Foor aF ME ONER { o 0 0 0 ENLARGED ELECTRICAL SITE PLAN CALE: e" = 1-0° >< /0 \ ° ) \ T- X ' 0 Des1GN}, 0 , ~--=. ' r 90r% L.LEY VEN# AD oeN PvE, iN 0¢ @Olia2 so0-0e WV .Gag .CO ver lzon' at A.Al4 L.AOE AMD tL.u204042/704%, MN 80480 pa} 7a -E? PROJECT 2017 1588647 Lo¢. coo 443090 MIN EULER s}--reg'a PEACEFUL LANE CHAN HASSEN , MN 5581 7 SHEET CONTENTS : EL.BCTRCAL. STE PLAN a 1. CONOCO#R TO CO00000E PUBIC MD POE URA'Y LOCATES PUOR 'TO COMSK;AKIN SINE, OnPY E AMELT AND THE VZI! CCOMSTUCON EM2MEER EDINA!SY' COF AMY UT,IY' LINE ISSUES, 2. EMSRN; UNDERGROUND UHL.INY LOCARONS ME 4COE AD Or ALL. UL.RES ANE 4HOM. cOCTOR ES AEAPOMS8L.E TO NOT 3AOE (UEDA2AOUNDO OU7UDE3 ANDO AST C0NUCE BOHM Pue7 Alp Pow9E URIE.N'Y' ORES DEFOE; MAAG 3 COMIC#OR SL PESTONE ALL. ANES, MCA.LOMG LADSON'E, DUNE8D SY CONE}AAUCANON TO we-cSAUCON CM/RONS, 4. POSED EL.ELCANKCAL. CONDUIT' 'KO BE ?" A SCHEDAR.E 40, 2" S SCMEDAL.E 0 CONOUR T7) BE SAM.L.ED MER A AOADAY,/0ING LON OR F SeED SN' A LAND ONER DRAM'N EBY: ANB DATE: CHECKED) EBY: pe-22- 8 .,# REV. gt-2t- (G) EFCIRICAL srT= PA a ow; Sar ' E 2 F-1 190 TO ME MONE LE7NCL o coo% A.L. COMrCOMEMIS 's ere OR MN.ET AS eL.EM r coNmwcroe «= cf"REES" uER SO0NET SM.CiDLE 00 AP a c,3Eat rare 4 AA Sau «0 ON. S7ell. PANE POSIS TR, Pe ON £Ms7NC ORIE asp; gE c} sue «es 3¢" COONE rFoR Gou oE (G) METER/DISCONNECT PEDESTAL DETAIL z CONOY 'TO RC Z coOur o SECONDARY' PONDER SOUNCE (S) TYPICAL METER/DISCONNECT PEDESTAL. TEL.CO L.AM COMA OUN OD HOMO we7 UNITY Tsroet @ t er cc«OUT f '1.1 «OE: cONCE out {9 AM.AM8 1. EN MAN =- uE/ANNIE 2. EN M.- GS4/AMIE 3 OM FUEL- 9RONN/AMITE 4, FUEL. LES = OARE/AME re jyo+#/o je g q «2 FILE cEI 4 0NEMET g 00nm mu I { + ,.-::._--------------~ Lg>Th na mesons Moe: coEcT OUR {4} A.Aus t. Oat UN -- uE/ANNE 2 GS3M NL. - ONEEL/ OMINE Sou uEL. -- 9AO,/AMINE AR.2 ? T7 TH.co PHANH OUN Boo uMAPA.ICEI zo /+ t#/+-yea cu zC 44y+ /,/ ejos Gu (R) 9NE-LINE & GENERATOR CONNECTION DIAGRAM ,44+@4y •• .s. '® ifs ; .% B 5 y · «S «...° ,8 I i 1 $ l sf6 woo# oles, line. 4t hates fMt, it, 4if oolv, 0N 0-of Oas iIif ps1GE}, 4073 WL. .IV MAIM ARD EDA'gN RaE, MIN lllNIM4 4} 0a-a .DO2000.20 verlzon' to # ,AaE D tL, 0440009704, MM 0488 ea na-oz PROJECT 2017 1566547 L0C. CODE: 442090 MIN EULER PEACEFUL LANE CHAN HASSEN , MN 6681 7 SHEET CONTENTS: ELECTRICAL DET ARS ANO ONE-L.INE AA3AM DRUAN BY; AB [ATE: 8-c2-48 geog mr REY.D DO x a% REV. E 0f-2-0 E-2 191 G E N E RAL N O TES KEYE D N O TE S A. REFER TO WALL. ELEVATION SECTIONS SHEET FOR APPROXIMATE MCOLUNT'ING HEIGHTS. B. CIRCLES WITH NMUMBCRS INS IDE REPRESE NT EQU IPMENT NLUMBERS . BEE ECQUIP'MENT LIST . C. POWER PLAN BELOW DOES NOT SHOW ALL. WALL MOUNTED ELECTR ICAL. DEVICES, J-BOXES, ETC . SEE WALL ELEVATIONS. DO. UTI LIZE POWER PLAN, LIGHTI NG PLAN, AN D PAN !BOARD SCHEDULE FOR CIRCU ITING INFORMA TION . E ALL. CONDUCTORS SHALL. BE TYPE THHN. F. ALL CONDUITS TO B££ UNLESS NOTED OTHERWISE. V 7 z 7 y 7 7 7 EQ #4 INTEGRATED LOAD CENTER. SEE DETAIL. 1/E-2 FOR FEEDER INFORMATION. FEEDER FROM 200A GEN CKT BRKR IN EQ 4 CABINET TO 240V CIRCU IT BREAKER LL3S ON GENERA TOR FEEDER FROM EQ 4 UTILITY MAIN CIRCU IT BREAKER THRU LB TO DISCONN ECT AND METER MOANTED ON PEDEST AL. 8EE DETAILS 1/E-1, 2/£-1 AND G-2 . TELCO/F IBER ENTRY . WALL PENETRATION LOCATION WILL BE DETERM INED ON SITE. 8EE ARCHITECTURAL DRAWINGS FOR ADDITIONAL DETAIL.S COORD INATE CONNECTION OF EMERGENCY ST0P BUTTON (TTEM #7O} WITH GENERATOR MANU FACTURER. CONNECT TO GENERA TOR CONTROL PANEL. AS REXXJ IRED TO 8HUT DOWN ENGINE UPON ACTIVATION. POWER DOOR LOCK FROM DC CABINETS . PROVI DE 44° &BOX ON CEILING WITH TWO ZC FROM MASTER LOCK BOX MOUNTED ON WALL TO DC CABINETS. SCROLL FAN TO RUN CONT INUOUSLY - CONTROLLED BY BREAKER. PROVI DE 6X8° J-BOX W/I" KNOCKOUTS FOR CONN ECTION TO RSC TIERS. PROVIDE 2-1° CONDITT8 FROM .J-BOX TO LC PANEL. ANDO FROM .-BOX TO PCOWERR DISTRI BUTION LUNMT . SITE VERIFY' EXACT LOCATION OF EQUIPMENT' AND LOCATION J-BOX ACCORDI NGLY. 30° EMS9T DMPER G) POWER Pu @) 9gmpNg Puw fiha ,,-_~ o_li \'Ii:_·-_ s_ -e "y" y -9» 8 5 8: ·%> • '&«5 3% '·uaaaa # % d + 4 F sat f 6 tioell Companies, l 4tit dte ht, i. {f0 ill, MM M- TM o -et-isri ps1GH}, 007a WL. EeY View AD ey rE, MM a0% poc} o-oa wW.3lNQNGP AM verizon' soot I.uM &.AME ND2 L.0207£4GTOM, MN i4l ea ra ooug PROJECT 20171568547? L0C. OOOE: 463890 MIN EULER PEACEFUL LANE CHANHASSEN , MN 55317 SHEET CONTENTS: ELECTRICAL POWER AND LKZHHTNG 8MEET OFAMN 5Y: AN DATE: O8-C2-8 CHECKED) BY: a 7.5 oe ae Ti EM.G 01-21-40 E-3 192 135 LV ooo ·ooo· .000 . .000, _p® ({ EQUIPMENT ROOM WALL ELEVATION A" 3/8° FLEX TO FAN KEYED NOTES TT7 SEE DETAIL SE-4 FOR DOOR LOCK PHOTOS INDICATING APPROXIMATE \? INSTALLATION LOCATION. 7,11 1,3,2,4 LV AHA} : © 0 DOOR LOCK INSTALLATION PHOTOS SCALE: MONE (2) £Egg£#ENT Roo WAL. =.svAnoN s" 5l. as © 9 ® ; 9 (S) EQUIPMENT ROOM WALL. =L=VATIoN c: @ '\,,,11.••··~~,. fili~ .,, # se r» • 5 hs ~.;,~_g:J ,0: • s '& $, « 'raauras 1~·! t #ll 4+ 1if j n of aall Cgenie, le. of ado lMt, Alt. if 4oo@of, aN alM-HAI rs pf 0 :!.~~ ROOM WAIL ELEVATION "ll" w ELEVATION KEY ps1ON}, 467% L.LEY VIM? A gpoN E, av @4 qua2) 0cs -aa ye.Dara.CO ver lzon' too A.lM L.ANGE NOD 1L.0040Mg70M, N a04a p) na -«xe PROJECT 20171588547 LOG. COO£: 442090 MIN EULER PEACEFUL. LANE CHAN HASSEN , MN 55317 SHEET CONTENTS : SL,TRIC! EQUIPMENT ROOM WALL. EL.EA 7IONB DRUAM BY: ANB twTE: 06-C2-8 CHELMED BY: De 7.o -00-6 REN.E 0-21-1% E-4 193 - % 2" TO GENERATOR FOR POWER TO ATS 2Ml G) 5Egg® Roow wu± =a.=vAnow (Q) GENERATOR ROOM WALL ELEVATION "B" ®CALE: 38 » 1'-0° y © 54) 36" GRAVITY EXHAUST DAMPER TO GENERATOR CONTRO L PANEL 11,42 2a (G) ·ENERATOR ROOM WALL ELEVATION C" sCAL.E SB" + 4-O 0 GENERATOR RECEPTACLE DETAIL 8CAL.E MONE @) ±EAT ® Roo Wu1 =u=vAnow· ,~''.1,.1.ll_tf~~~ .... --~-•*-·· . o.,,, /ff •. / ··."1.16· .. "-·-·.--~ @ fys - A ma s jt r 2 %, «» ; #l] 3, s " [d of lual! ponies, le. @ tale Mal, at. if loot, a op4g- Tag at ts4 Des1GN}, 0l AL.L.EV' VIEW AD gD0EM PRE, MM 0@ 4qua} 0ca o w.6l@Na.o verlzon' 90of uM LANIE AOD uO00MaOM, MN 0&4a0 92 7a -0s2 PROJECT 2017 1688547 Lu0C. COOE: 443000 MIN EULER PEACEFUL LANE CHAN HASSEN , MN 5531 7? SHEET CONTENTS: SL SCTRHCAL. GENERATOR? ROOM u.1 ELEVYING DRAwN g! AB A'TE: aaaaas iv: 9e904 pa C ' E-5 ELEVATION. KEY 194 €el! 4782L. BM D208. AL Au [ ME MAONE7NC 00R ALARMS ARE }10 e NIH2 eED NORMALL Y OPEM. CONTACTS CL0SE UPON DOOR OLsLUE. MEN DOOR IS OPENED, : CONTACTS OPEM SENDING AM ALARM. pg- }10E)PNJ7,I Cot JENE L.ABM 'HE LOW TEMP ALANN S SET TO OPEN OM TEMP DOELAEASE. a eau 1e.A4BM F'3 ]-@=±· THE HOH 'TEMP ALANN IS SET TO OPEN OM TEMP NCOAEASE 1F Pe-ET TEMP POMT 'X'. UTILITY POER FAL. ALARM =·-- IE UUTY POWER FAE RELAY UTE2RATED V 3-M-$ PANEL COMNECTED TO EACH PHASE OF 'TE XO0NG POER, AB2E rs A,, lM j? --- MORAHALL.Y OPEN CONTACTS GL.OE PON {POER IP OF 'THE SUR2E ES7OR. COM'TACTB LL QPEN F &ens ow OR A.¢ PoEa Fat.S 8NDANO AM AL.AA. Mc FAE. ALARM { EN HOH PRESSURE OR L.NI PRESSURE SITCHES ACTIVATE S SL i IS..#° ANN ALARM Ac FAE ALARM HEN HOH PESA3SL,UNRECORDED! PE3SURE SWTCHES ACTIVATE THE L.OCAOUT RELAY, THE ALARM CONTACTS ILL OPEN SENDONO AN ALARM MAG Tr Fu.r gl HEN THE ALARM REA(CMESS THE SETPOINT THE ALARM CONTACTS LL, OPEN SENDING AM AL,ANH C owTY FTeR {l HEN THE ALARM EACHESS 'THE SETPONT THE ALARM CONTACTS L.L. OPEN SENDANG AN ALAR HVAC ECONOMIZER FAL HEN THE ALARM FRIE/ACHESS THE SETPONT THE AL.ARM CONTACTS EL. OPEN SENDING AN ALAM ~}-®-"" ~}-@-"• j -- ~}-e-~- [E ---- ['sous ore au ueu us or=rs: won 2 ALARM WANES 7KO SE 22/2 SOL.UD MAE UNLESS OTMEJANISE SPEDONE'D AL.NAM ES PROM OGNERA T7OR SMALL. RE 10,/2 STRANDED RE • M.C=MK 9 C=NED SE LEAN LAO RING ARAU FOR 1EANNAL. MEAS 4 ALL. ALARMS ANE 1O E LANK.ED AT BOTH ENS 4. $EE ALARM NIM? 42 SHEET FOR ADOI'OMAL. AL.ARM&. CENEIRA TOR POMMER FAIL GENERATOR RUN ALARM GEML. OERCRANK OEM. LOW OL. PR«ESIS NE GEM. MOH ATER EM! GEL. LOW FUEL GEM. Ru? SEMSQR LO8s 9EN. NATT. CHARGER FAIL, GEN. LOMW BATT VOLTAGE 44 ro(@@ eo Pws r7,3e mo@) soc 9 Pes 3a,«0 ro@) oox g es 4,4 mo@ soc g Paves «4,0 mo@@) so g s «7,48 ro(@ sax g1 Pws «,so mo@) soa 4e Ps .,2 mo@ oo e Pas s4 ro@) soc ga Pws s.s no(@) ecx ga Pwes 7.9 (T) SECURITY AL ARM GABLING DAaRA o we car ( "A gs ·ur 42 (2) SENERAToR R=MOTE START WIRING DAGRAM Jr:. Ja. REMOTEANNUNCIATORPANELONGENERATOR SCALE: NONE SEE PNML. @RA 120 C OKT gt4 Awa (S) {"MAC SHUTDOWN CONNECTION DIAGRAM fit s#• te + hr ,# +± ±g2 ° Jss 4'<Zs 8, ·es oya ; E t = t ~It 6 luoeell ©ognio, le. @ti ldaot it, at. 4elf Motl, pg @gpp--tap ill-ilrt-Pf ff DES1GIN} 4073 Wu.LEY eW AD 8DEN IARA5, IM 40BAN4 4go0a7 0-a www.DGION Sa.CM _____ .. ,, ---· ~ suoE «SL. ? got Lo oat RUE EM. MTE CHER AIL: ! row oE aeM. LOU OMIE suoE AESTIR (TM} ALA& CONCA!. POER FML C 4! FaL AC 4g FL, An Au. UuE AC FL FUUE MC FAML MC ql DRYTY LOO} «e 4au. w; g2 oer nu FUNE HC ITY AL.ER-4 AM.ARAM FURE MC DARTY AL.IESR- AL.ANAMM eCAPER FIE uL, IPA.E NEC'NAER P LANNI BATTERY OCHA2E AL.Ai MA; ECONOMIZER FlL.LIANE'-I gNaAOIR POER FAl: GENERA} s- 4EM. oNSAGAN-I 9EL, ESL. U OL. PEARE: oat. MQH EIR 3ESP.: L L { T -{ { -L -{ -t pe @ tu L -LE r (s) SECURITY PANEL. - EQUIPMENT 44 SCALE: NONE verlzon' 4000 tuM L.AGE AMO L.20400MO7'O4, MN l«i esa ra oe? PROJ ECT 20171566547 LOG. COOE: 440000 MIN EULER PEACEFUL LANE CHAN HASSEN , MN 55317 SHEET CONTENTS: ELECTRICAL LOW vOLTAGE CABL. ING DAAGRAMS DUAM EBY: A DAnE: 98-02-8 cs ist! VB VE De O-06-i6 =a5 E-6 195 PANEL -@ 1A ML.O 420 1 240 VOLTS 1 PASE .2WRE 200A MCIE EQUIPMENT LIST-=ALL ITEMS FURNISHED, INSTALLED AND CONNECTED BY ELECTRICAL CONTRACTOR EQ 4 vo r APs {±}#]]1El 1YI.j9]'F['] vour As MM uFACTUER DESCRIPTION vo. ;-APis Pie Le A {6530 · 8 16934 Toti. ors's= 3«64 uiit = 15t. Lt ·= NOTES: Put. @nPR OO.RB gg» 4$r OF qi.Nie CON,AD G. ENIF'Y' Sea7Ai L.2CAB ON ARCHAIC AO8AL. $HNI?TI (G) Fauiw=vr usr SCALE: NONE (?) PANEL BOARD SCHEDULE SCALE: MONE a (Easy ooR EY AG SI (ea7) uONT KARE SKCHEDA.E LUA0PE hw g30APMOM or ewT Ye MG or um/er lure A 44 LED RKOUNE f e ED ca@ war UMOMA: LAL.4 L.FM OR ESOL.UAL I Ee2ENCY TEIY EK ? 1.S ED LL ta0y LUMON: ECAM} LED OR EQUAL 2 C Get LUI 1 a6 ED LL 12N LNMOMM: Or1-4 COS M 1 NOTES: t. FKTUNE' TO INCL.DOE INTEL PHOTOCELL 2. CONNECT FKTUNE TO UNSITCHED LEO OF CIRCUIT . MOUNT ABK0NE. DOOR sEA 4TY NBL :R SL.ocs ) GENERAL. MO'TEI t. Ali. 4 BOES O 8E 4°. 2. ML CONDUIT' 1TO E $/2¢° EML. 'TE CC SCCS2SI " DOOM BL.ocs 2 TE AL.ANRMS 44% CONDUIT THIN/ NEALL TO HMM-I LC CONSOL.S (ea) Lv RELAY 7O DASCONNECT L. coNOL.S OF Mic-1,2 UPON ACRON dF SMOE DE'TEDOI! qe4a) SMOKE DETECTOR {ea4as) :«% tee) COMET 'MAU LL 7 HWc-2 LE CONO.S (ez} 0 FIXTURE SCHEDULE SCALE: NONE (Q) TPiCAL. ALARM CONDUIT SYSTEM SCALE: NONE 3"go -~.~.•;>, ~ .. ~,. # l- 8 +° s±kl = 4'• as ° ·ass as® 3 ~II 8 S ; i{i uell ogre, lie ill ff, i. pall otot,, AN «--slot go -ass i ti Des 1GN}, a9 WL.LEY VNW AD g0EN Pwee, AN ooo4 40003 000-000 .Ga24a.CO0 vertzon' tot AM L.AMIE 1RO 8.u006000070%, MIN 04gg 4ry na -eoe PROJECT 20171688547 .0CG. CODE: 4«4000 MIN EULER PEACEFUL LANE CHANHASSEN, MN &5817 SHEET CONTENTS: EL.SCTRXAL. SCHEDULES AND AL.ARM DAAGRAN pgovN e: AN DATE: ask wr OE a2-14 DB EV. o-6-0 REV.E 01-21-0 E-7 196 #"« : :8 g - #: {#rs 8 «>s %% -8' GE NERAL. ELE CTRICAL NOTE S I SPECIFICATION S: 'o s sa ss® 1. SUBMITT AL. OF BIO INDICA TES CONTRACTOR IS 12, PRONDE CCONSTRUCTION MANAGER WTH ONE SET 2.3. METER SOCKET AMPERES, VOLTAGE, NUMBER OF 33. MRE: j y AWARE OF ALL. JOB SITE CONDITIONS AND WORK OF COMPLETE' ELECTRICAL, AS INSTALLED" PHASES SHALL BE AS NOTED ON 'THE DORA MNGS. A. ALL 20 AMP CIRCUITS TO HAE #12 THHN WRING. MANUF ACTURED BY SQUARE D COMP ANY OR APPROVED a.LL 40 AMP CRCUITS TO HAVE 48 'THHIN WRING, TO BE PERFORMED UNDOER THIS CONTRACT , DRAMN«GS AT THE COMPLETION OF 'THE JOB, EQUAL. IF HOST FACILITY REQUIRES THE NEW SERICE TO C. ALL 60.AMP CIRCUITS TO HAVE 48 'THHN MRNG. {li ! 2. CONTRACTOR SHALL PERFORM ALL. VERIFICA TION SHONNG ACTUAL DIMENSIONS, ROUTINGS, AND BE SUB-METERED FROM THE EXISTING SERE, 34. ALL DC GROUNDING CONDUCTORS TO BE TERMINATED OBSERV ATION TESTS, AND EXAMINE WORK PRIOR CRCUTTS. SUB-METER SMALL BE OF THE 10¥ OR 1&¢ TYPE. MTH 1/4° S1UDO RING TYPE TERMINALS FOR 'THE TO THE OROERING OF' THE ELECTRICAL EQUIPMENT 15. ALL. BROCHURE'S, OPERATING MAMMALS, CATALOGS, 24. AL MATERIAL.S SHALL. BE U.L. LISTED . APPROPRIA TE SIZE OF WRE hiii 21. CONDIT: 35. PANEL SCHEDULE SHALL BE ACCURA TELY IDENTIFIED AND AND THE. ACTUAL. CONSTRUCTION. CONTRACTOR SHOP CORAN«GS, ETC. SHALL BE TURNED OMER TO A, SERICE CONDUITS SHALL. BE GRAY SH.4O PVC BURIED PRINTED WIH AN ADHESIVE TYPE LABEL. MAKER ('KROY, SHALL. ISSUE A WRITTEN NOTICE OF ALL FINDINGS ONER AT J08 COMPLETION. uIL. 35°, EXCEPT THA T SCH.8O SHALL. BE USED UNDOER BROTHER, OR EQUAL). NOTE: EMBOSSED MARKER SHALL, TO THE ARCHITECT LUSTING ALL. MAL.FUNCTIONS, 14, MM.ULT-- WRE CFCUTT'S ITH COMMON NEUTRAL ROADAYS AND IN LOCATIONS SU-ECT TO CASUAL NOT BE USED. o6 FAALTY EQUIPMENT AND DISCREP ANCIES. CONOUCTOR SHALL. NOT BE ALL.COED. PACTS. BENS SHALL BE MADE USING "WDOE SWEEP 36. USE FLEXIBLE LIQUID'TI'TE. NONMET AL.LC CONDUIT AND 3 HEIGHT'S SHALL BE VERIFIED WITH CONER PRIOR TO 15. AL, CONDUCTORS SHALL. BE COPPER. MIRE or »" gg,2,ggr muses. wr FINGs FOR FINAL. CONNEL;TON TO RECTIFIER CIRCUITS NSTAL.LATON. ALL. MOUNTING HEIGHTS ARE MADE SMALLER THAN 46 TO BE "STRANDED COPPER" CODE--REXOR.D STEEL CONDUIT SHALL. BE U.L. TO ISOLATE. 'THE CONDUIT GROUND (SEE ALSO NEC liuell gr, kg FROM THE BOTTOM OF DEMCES TO THE FIMISHED THHN OR THMN CONDIC'TORS. EXCEPTION: AMC LABEL, MM. 36° BEL.OW GRADE, ITH SWEEP" EL.BOS ARTICLE 2505, MICH SPECIFIES ALL. GROUND RINGS, 40oil tao fit, ft fl (12'R.MN.) ENDING N PVC TRANSITION FITTINGS. RID REBAR AND ,/OR UFER GROUND, AND GROUND RODS TO ototo, Ry @Mp-pagH FL.oOR. TEL.CO WRE AND 412,/414 AG MRE USED FOR a gt 4. THESE PLANS ARE DAAGRAMMA TIC ONLY. FOLLOW CONDUIT IN CONTACT WITH EARTH SHALL. BE 1/2 eE EFFECTIVEL Y BONDED WTH "NON-=REERSING" TYPE A.C. CONTROLS TO BE SOLID COPPER LAP=RAPPED WTH HUNT'S PROCESS NO. 3 EXTENDING ,, 35$keaoas o svr ow c ur wo AS CLOSELY AS POSSIBLE, 16. ALL. CRCUIT BREAKERS, FUSES AND ELECTRICAL MN. 12" ABOE GRADE. 5. EACH CONDUCTOR OF EVERY SYSTEM SHALL. BE EQUIPMENT SHALL. HAE AN INTERRUPTING RATING B. INTERIOR CONDUITS SHALL BE ELECTRICAL METALLIC EXHAUST FAN WHEN ACTIVATED. DESIGN}, PERMANENTL Y TAGGED IN EACH PANEL. BOARD, NOT LESS 'THE MAXIMUM SHORT CIRCUIT CURRENT TUBING HAMNG U.L. LABEL; FITTINGS SHALL. EBE GLAND 34. EXTERIOR GROUNDING SYSTEM FOR METER AND SERE PULL.BOX, J=BOX, SMICH BOK, ETC, IN TO ICH THEY MAY BE SUB.ECTED , AND A RNG COMPRESSION TYPE. THE USE OF EMT SET SCREM BY ELECTRICAL. CONTRACTOR. COMPLIANCE M'TH OCCUP ATIONAL SAFETY AND NMUN OF 1G,000 AL.C, FIGS MSIDE BLUIL.DANG {IS ACCEPTABLE. 34. MEN ONE--WAY FOOTAGE FROM THE UTILITY O0re u.LEY ew A. MEAL.TH ACT (G.SH.A ) C. FLEXIBLE. METALLIC CONDUIT SHALL. HAE U.L. LISTED TRANSFORMER CONNECTIONS TO THE SERMCE e2EN PE, MN 0044 17. THE ENTIRE ELECTRICAL. MSTALL.A7ION SHALL BE LABEL AND MAY BE USED WHERE PERMITTED BY CODE. DISCONNECT EANS (LUNE TERMINAL L.LUGS'} {S LESS THAN go0zg so-oau &. CONTRACTOR SHALL. PROMDOE ALL LABOR, GROUNDED AND BONDED AS REQUIRED BY ALL FIGs SHALL, BE JAKE" OR "SQUEEZE" TYPE, SEAL 15' AND THE UTILITY TRANSFORMER IS 2% IMPEDANCE Vee .Dali9g 0¢ MATERIAL.S, INSURANCE, EQUIPMENT, INSTALLATION, APP LICABLE CODES AND DRA MMING&. A SEPARATE TGHT FLEXIBLE CONDUIT. NO SUCH CONDUIT SHALL OR L.OMER; USE A FUSED DO\SCONNECT WTH RK'1 FUSES CONSTRUCTION TOOL.S, TRANSPORT ATION, ETC., FOR GREEN GROUNDING CONDUCTOR SHALL. BE EXCEED SOK FEET IN LENGTH. USE FLEXIBLE METAL ("sQ Do 224NR ). wer 'zon' A COMPLETE AND PROPERL Y OPERA TIVE SYSTEM "PGTALED" AT EACH 4--BOX, HTH A SEPARATE CONDUIT' UNLESS EXPOSED TO WEATHER, THEN LUSE UV ENERGIZED "THROUGHOUT AND AS INDICA TED ON RESISTANT FLEXIBLE NONMETAL.IKC LIKQUIDOTTTE CONDUIT, PGTAL TO A GREEN GROUNDING SCREW ATTACHED D. "uT" DENOTES EMPTY RACEWAY. DORAMINGS, AS SPECIFIED HEREIN AND/OR AS TO THE TAPPED" 1O-52 HOLE N THE BO8. E, "ORO" DOENOYES GALVANIZED RIOIDO CONDUIT, 0of iKM IL.AMIE fl0MD .0co0MG7OM, MM a0as OT-HERISE REQUIRED. ADDA'ONALL.Y, ANOTHER COREEN PGTAIL. IS TO BE 28. AL.L. ELECTRICAL EXUIPNENT SHALL. BE LABEL.ED WTH zg rap -eog 7. AM.L MATERIALS AND ELANE#T SHALL. EBE NEW FASTENED TO ALL YOKES OF DEMCES. AND TO PERMANENT ENGRAVED PLASTIC LABELS, ANDO IN PERFECT CONDITION WHEN INSTALLED AND METAL. CASES OF LIGHTING FIXTURES. "THE USE OF 27. PATCH, REPAIR AND PAINT ANY AREA 'THAT HAS BEEN SHALL, BE OF THE BEST GRADE AND OF THE SAME DAMAGED N "THE COURSE OF THE ELECTRICAL WORK. PROJECT GROUNDING CLIPS IS NOT ACCEPT ABLE. 2A. PENETRA TIONS IN FIRE RATED WALLS SHALL. BE FIRE 2017 1566547 MANUFACTURER 'THROUGHOUT FOR EACH CLASS OR t&. RECEPTACLE'S SHALL. BE 20 AMPERE, 12S VOLT SECTIONS OF 'THE LOCAL BUILDING CODOE IN FORCE. L.0G. COE: 4428000 GROUP OF EQUIPMENT. MATERIALS SHALL. BE A.C., SPECIF\CA NON GRADE, HITE AS REUSED 24. DRILLING OR CORING HOLES NTO CONCRETE WALLS, LISTED AND APPRDOMED BY UNDERWRITER'S BY THE ARCHITECT OR APPROVED EQUAL. MIEIHER FOR FASTENING OR ANCHORING PURPOSES, MIN LABORA TORY AND SHALL. BEAR THE INSPECTION 19. WALL SMTCHES SHALL BE SINGLE-POLE. HUBBELL OR PENETRA TIONS THROUGH THE. FLOOR FOR CONDIT LABEL, "/" WHERE SUIT TO SUCH APPROVAL #201 OR EUALEN'T, HITE AS REQUIRED BY THE MUNS, PIPE RUNS, ETC., REQUIRES THAT 'TENDONS OR EULER REINFORCING STEEL. MUST BE SEARCHED FOR BY MATERIALS SHALL. MEET ITH APPRON AL OF THE ARCHITECT. APPROPRIA TE. METHODS AND EQUIPMENT (X--RAY OR DIMSON OF NDAUSTRIAL SAFETY AND ALL 20. PLASTIC PLATES FOR ALL. SMITCHES, RECEPT ACLES, owe g#2,35,2g oanay ssn weu GOERNNG BODIE'S HAMNG J.RISD\CTON, TELEPHONE. ANDO BLANKED OUTLETS, SHALL HAE TENDONS OR MUST NOT BE DRILLED, CUT MATERIAL.S SHALL. BE MANUFACTURED IN ENGRAVED LETTERING HERE INDICATED ON 'THE OR DAMAGED UNDOER ANY CIRCUMST ANCES. PEACEFUL LANE ACCORDANCE WTH APPLICABLE STANDARDS DORA MNGS. VEA'THERPROOF RECEPT ACLES SHALL 30. UPON COMPLETION OF WORK, CONDUCT CONTINUITY, CHAN HASSEN , MN 5531 7 ESTABLISHED BY ANSL, NEMA AND NBFL, HAE RACO 4800, 1/2° RAISED WORK COVERS. SHORT CRCUTT, AND FALL POTENTIAL. GROUNDING TESTS FOR APPROV AL. SUBMIT' TEST REPORTS TO PRO.ET SHEET CONTENTS: &. CONTRACTOR SHALL. CARRY OUT HIS WORK IN 21. WRE AND CABLE CONDUCTORS SHALL. BE COPPER MANAGER. CLEAN PREMISES OF ALL. DEBRIS RESULTING ELECTRICAL ACCORDANCE WTH ALL. GOVERNING STATE, COUNTY 442 ANG MINIM, NO BX OR RONEX CABLE IS FROM WORK AND LEAME WORK IN A COMPLETE AND GENERAL. NCO TEI AND LOCAL CODES AND OS.H.A. PERMITTED UNLESS SPECIFICALL Y NOTED OTHERWISE UNDAMAGED CONDITION. 9. CONTRACTOR SHALL SECURE ALL. NECESSARY ON DRAWINGS. 3. CONTRACTOR TO COORDINA TE WITH UTILITY COMPANY FOR CONNECTION OF BOTH TEMPORARY AND PERMANENT BUI.DING PERITS, 22. NOT USED. POER TO THE SITE. THE TEMPORARY POWER AND ALL 10. COMPLETE JOB SHALL. EBE GUARANTEED FOR A HOOKUP COSTS TO BE PAID BY CONTRACTOR. PERIOD0 OF ONE (1) YEAR AFTER THE DATE OF JO8 32. CONTRACTOR SHALL, PROMDOE LABOR AND MATERIALS AS DAN EBY: Al ACCEPT ANCE BY OWNER. ANY WORK, MATER/AL. NECESSARY TO COMPLETE THE INSTALLATION OF ANY DATE: O6-CZ-8 OR EQUIPMENT FOUND TO BE FALULTY DURING THA T TOMER LUHTING SYSTEM DOESCRIBED IN 'THE RFQ CHECKED SY: 11B V. u Q0-08-48 PERI0ODO SHALL BE CORRECTED AT ONCE, UPON HEV. E 0-{21-{9 eTTEN NOTIFICA TION, A7 THE EXPENSE OF THE CONTRACTOR 11. ALL. CONDUIT ONLY ('C.O.) SHALL HAVE A PULL MIRE' OR ROPE. E-8 197 GENERAL STRUCTURAL NOTES III H 1. BUIDING OD0ES USED FOR DESON: 5. CONSTRUCTION PROCEDURE: •- SHOP DRAWINGS: •• •- MINNESOTA BUILDING CODE, 2015 DIT'ICON. (IBC 2012} , THE STRUCTURE SHALI BE ADEQUATELY BRACED AND SHORED DURING ERECTION a, SHOP DRAWINGS, UNLESS OTHERWISE NOTED, SHALL BE SUBMITTED FOR REVIEW t TA 222-G (2005} WI ADDENDUM 1 (2007) AND ADDENDUM 2 (2009) AGAINST' WIND AND ERECTION LOADS. STRUCTURAL MEMBERS ARE DESIGNED FOR II PRIOR TO FABRICATION, H E R Z O G PLACE" LOADS b, SHOP DRAWINGS SHALL £BE PREPARED UNDER THE SUPERVISION OF A REGISTERED 2. DESIGN CRITERIA: b COMPLY WITH ALL APPLICABLE CITY, COUNTY, STATE AND FEDERAL LAWS, INCL UDING PROFESSIOA AL ENGINEER IN THE STATE O# THE PROJECT, AND INCLUDE COMPLETE a, IND LOAD CRITERIA; THE OCCUPATIONAL SAFETY ANO HEALTH ACT {OSHA} AND REGULATIONS ADOPTED DETAIL.S, SCHEDULES, PROCEELURES AND EAGRAMS FOR FABRICATION AND ASSEMBLY ENGINEERING LLC BA81 WINO SPEED V =9O MPH (116 4PH JLT.) PURSUANT THERETO OF STRUCTURAL MEMBERS. 516 4rt 114 Stroot, trite 140 WINO ON ICE SPEED V =60 4PHH ¢. THE CONTRAOT STRUCTURAL DRAWING8 AND SPECIFICATIONS REPRESENT THE c. FABRICATORS SHALL DRAW THEIR OWN EREC'TKI PLANS, CCOPYING THE STRUCTLRAL tie«ajolls, If $54f1 IND LCOME EXPOSURE C FINISHED STRUCTURE. UNLESS OTHERWISE NOTED, THEY DO NOT INDICATE THE MEANS PLANS ANO USING THEM AS ERECTION DRAWINGS IS IT ACCEPTABLE. ($12} 044-12$4 b, ICE LOAD CRITERIA: OR METHODO OF CONSTRUCTION, PROVIDE ALL MEASURES NECESSARY TO PROTECT d PRIOR TO SUBMITTAL. THE CONTRACTOR 8HALL REVIEW T E SHOP DRAWINGS AND DESIGN IKE TH ICKN ESS ti+0.7¢ NCHES THE STRUCTURE, WORKMEN COR OTHER PERSONS DURING OONSTRUCTION. SUCH MAKE ANY CORRECTIONS RECOURSED. THE CONTRACTOR SHALL STAMP AND SIGN THE MEASURES SHALL INCLUDE, BUT ARE NOT LIMITED TO, BRACG, BHORING FOR DRAWINGS AS EV DENCE THAT HE HAS REVIEWED THEM. s. DES3N STRESSES: CONSTRUCTION EQUIPMENT, SHORING FOR THE BUILDING, SHCORING FOR EARTH BANKS, •- SHOP DRAWINGS SHALL BE FURNISHE D FOR ALL STRUCTURAL COMPONENTS. Registration information : a. STRUCTURAL. STEEL OR MS , SCAFFO.DING, PLANKING, SAFETY NET6, SUPPORT AND BRACING FOR CRANES f. TLRN ARCKIND TIMAE FOR SHOP DRAWINGS SHALL BE TWO WEEKS FROM DATE RECEIVED I torby certify thot this plan, ( WOE FLANGE SHAPES Fy «50 KS1 ASTM A992 AND GIN POLES, ETC. IM THE ENGINEER 8 CO#FIE ape)icatlon ar report was pepored I. ALL OOT'H ER 3HA PES Fy =36 KEIASTM A38 d ENGA GE PROPERLY UAL IFIED PERSONS TO DETE RMINE WHER E AND HCO' TEMPORARY by me or unr mry ghlroet supryioln rd that I om o duly t STRUCTURAL. TUBING Fy «46 KSI AST M A500 GR. B PRECAUTIONARY MEASURES SHALL 8£ USED ANDO INSPECT SAME IN THE FIELD. 10. SPECIAL INSPECTIONS: Loond Engine, under the low c STANARD ST8EL PIPE Fy =3$ KSI AST4 A53 GR. B OBSERVATION V SITS TO THE SITE BY ENGINEER'S HELD REPRESENTATIVE SHALL NOT ef the Stats ef weote . d. PATES Fy -3¢ KSE AST 4 A38 INCL UDE INSPECTION OF THE ABOVE IT EMS. SPECIAL INSPECTIONS 4I4LL DC PROVIDED> IN ACCORDANCE WITII IMC CIAPTCR T7. TI IL SPECIAL .T>- ·- BOTS •- SUERV}SE AND DIRECT THE WORK SO AS TO MAINTAIN SOLE RESPONSIBILITY FOR ALL IMS?ECTOR SHALL. BE EMPLOYED BY THE CVNER, SHALL. BE THOROUGHLY KNOWLEDGEABLE CF s, 12 LUA. AN> <GKi;A Ii±l Pu " fZO KS# A$/ # A329 XINSI RUX; IICN A1EANS, Mi: I HOS, ILCHINK&A2, Sb/ENCE:S ANLU PKXCGzL.NEES, ASA eC SPECIAL INSPECTION RECOUIREMENTS AND SHALL DEMONSTRATE COMPETENCE TO THE It /2 DUA. U-BCOLT8 A19387, 449 R SA£ J429 GR, $ PART OF THIS RESPONSIBILITY, RETAIN THE SERVICES OF A LICENSED STRUCTURAL SATISFACTION OF THE BU LDING CFPICIAL (BC 17041. THE CONTRACTOR SHALL CONTACT THE Nhrg a» »k», aa» I IM. 68° 4A. u-BOLTS At9887, A49 OR SAE 4429 GR. 8 ENGINEER TO DESIGN AND SUPERVISE ANY SCAFFOLDING FOR WORKMEN, AND ALL SPECIAL INSPECTOR DURING APPROPRIATE PHASES OF CCONSTRUCTION SO THAT NEBPECTIONS au_9/4/4_g. Ma:lM ,. EL.D ELECTRODE Fu » 70 KS1 SHORING ©F FORMS AND EEAIEENTS OF THE CCONSTRUCT KN . CAN BE MADE IN A TIMELY 4MANNER, TME SPECIAL INSPECTOR SHALL SUBMIT WR IT T EN 9 EL 0€DO WIRE FABRIC ASTM A 16 ,. WE L.DOING PROCEDURES: ALL FE LD WELDING &HALL B€ IN ACCORDANCE WITH A&ME INSPECT ON REPORTS TO THE ENGINER OF RSCORD'S OFFICE, WIT'HI 3 WCORKING DMYB OF EACH h THERMAL INSULATION MATERIAL SECTION VII#, DIVISION 1 AND AWA D-100-05, THE LOCATION, TYPE, SIZE, AND LENGTH NS9ECTOl. ANY PRO3LENS SHOULD B£ BROLGHT TO THE IMMEDA TE ATTEN TION F THE ULTIMATE COMPRESSIVE STRENG TH = 38,000 PSI AST4 DG5 OF ALL WELDS SALL BE AS SHCOWN ON APPROVED DRAWINGS. ALL FIELD WELDS SHAL, L CXOITRACTOR. 'THE FOLLOWING ITEMS WILL REQUIRE SPECIAL INSPECTION; BE OF THE MANL AL SELDED METAL AAC TYPE. WELDING 8HAL.L NOT BE OONE WHEN 4, STR UCT URAL STEEL : THE SURFACE TEMPERATURE 48 LOWER THAN 36 DEGREES FAHRENHEIT, WHEN . ST GEL DEs1GN} a FABRICATION & ERECTION OF 8STR UCT URAL STEEL MEMBERS ARE TO BE IN SURFACES ARE WET, OR WHEN WELDERS ARE EXPOSED TO INCLEMENT CONDITIONS, L. SPECML INSPECTIONS MAY' NOT BE? RECURED FOR WORK OCONE IN AN ACORDANCE WITH A.1.8.C, COO€ OF STANDARD PRAT E THE CONTRACTOR &HALL SUBMIT AL.L WELDING PROCEDURES TO THE ENGNEER FOR APPROVED FABRICATING 8HOP. THE STEEL AEBRKCATOR MUST BE b. A.L CONNECTIONS 8HALL BE BOLTED OR WELDED. EACH CONNECTION SHALL BE APPROVAL PRIOR TO THE PRE-CONSTRUCTION MEETING. REGISTERED AND APPROVED BY THE BULDING CFFICIAL TO PERFORM THE A60U4TE TO SUPPORT CONE HAL F THE TOTAL UNIFORM LAD CAPACITY COF THE B£AU, WORK WITHOUT SPECIAL IISPC'TONS. SPECIAL NSPEC'TIOI FOR S0 73 VAL.LEY VIEW RD. UNLESS NOTED OTHERWISE ON THE PLANS. BOLTED CONNECTIONS SHALL HAVE A •- MISC ELLAN EOU S: STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH T HE CQUALIT'Y ED€N P RUAFRIE, MN 5501-44 MINIMUM F TWO BOLTS. a PLACE MENT OF ANCHOR BOLT, PIPE SLEEVES, PADS AND COPENINGS FOR EQUIPMENT ASSU RAN CE INSPE CT ION REQU IREM ENTS OF AIS ; 360 (BC 1705 .2.1 (952) 03-49289 c, A.1, WELDING SHALL. BE BY QUALIFIED WELDERS AN 6HALL CONFORM TO THE SHALL BE COORDINATED BETWEEN THE GENERAL CONTRACTOR AND THE OTHER L HK3H S"RENGTH BOLTING: CONTINUOUS INSPECTIONS ARE REQUIRED FOR WWW .D6GB IGN{ P .COM STANDARDS OF THE AMERICAN WELDING 8CITY , D1.1-8TRUCTURAL WELDING CODE - SUBCONTRACTORS, SLIP-CIT KCAL CONNECTIONS. PERIODIC INSPECTIONS ARE REQUIRED FOR STEEL. WELDING OF GALVANIZED PARTS IS NOT PERMITTED. BEARING.TYPE CONNECTIONS. d. E_ECTROOES FOR ALL FI ELD AND 6HOP WELDING 8HALL. CONFORM TO MATCHING r. COOR OINATION WITH ARCHITECT URAL DRAWINGS; I, FIELD WELDING: CONTINUOUS INSPECTIONS ARE RSUIRE'D FOR COMPLETE FL, L.ER METAL REQUIREMENT'S OF AWS Di.i. .. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVA TONS WITH THE AND PARTIAL PENETRATION GROOVE WELDS, MULCT -PASS8 FIL.LE'T WELDS AND Q, PEL.DO CONNECTIONS ARE TO BE BOLTED. USE DMAM, HK3H STRENGTH BOLTS AND ARCHITECTURAL DRAWINGS. WHERE [ASCREPANIES OCCUR, IT 48 THE OONTRACTOR'S SISLE-PSS FILLET WEIS GREATER THAN S/16. PERIODIC iNSPECTINS verlz on' NUTS A3.25) UNLESS 8HCWN OTHERWISE ON PLAA S RgSPON&IBL,TY TO NOT#Y T- E ARCHITECT PRIOR TO CONSTRUCTION. ARE REX/IRED FOR FLOOR AND ROOF DECK WELDS AND IN3LE-PASS FL LET t STEEL COLLUM N BA8£ PLATES SHALL BE SL2E 8HCWN ON PLAN WITH (F 1564 GRADE 36) WE.DG SMALLER THAN OR EOUAL TO 5/16. CORRECT WELD ILL.ER MATERIAL ANCHOR BOLTS AND 1" NON-SHRINK GROUT FOR .N FORM BEARING, LU/NL.ESS NOTED) •- NEW WORK' IN CON.JUNCTION WITH EXISTING CONSTRUCTION: SHAL. BE VE RIFIED IN ALL. CASES 10801 BUSH LAKE RA OTHERWISE ON THE PLANS. .. THE CONTRACTOR SHALL VERY, BY' FIELD) CHEX, ALL SZIES, DIMENSIONS, w. STEE. ERECTION: PERIODIC INSPECTIONS SHALL BE MADE TO VERIFY BL,OOMING TON, MN 55438 9 CUTS, JOLES (COPENINGS\, CTC. RLEQUIRE€CD IN STRUCTURAL GTCCL MLEMDLCRS TOR TIC CLENA'TIONS. LOCATING, LTC OI CLIMENTIS OI' TIIEC XISTING CCONST RUCTION WI 4CI COM PL ANCE WIT'H THE DESIGN DRAWINGS, (62} 720-0052 ORK O# OTHER T RADES SHALL. NO'T BE AL.L OW ED , EXCEPT BY WRITT EN PER M ISS ION ARE RELATE TO THE NEW CONSTRUCTION, V. MATERA.LS: THE STEEL MANUFACTURERS CERTIFIED MIL TEST REPORTS FROM THE ENGINEER. t ALL. DMENSIONS NVOLVING NEW WORK TYNG INTO OR GOVERNED BY' EXISTING SMAL. BE SUBMITTED TO THE SPECIAL ISPECTCR OR TO THE ENGINEER OF h A.1, EXTERIOR 8STRUCTURAL 8TEEL, MISCELLANEOUS METALS, BAR GRATING ANO CONSTRUCTION 8HALL BE FIELD CHECKED BY' THE CONTRACTOR AND URMI&HED 'TO RECORD. PROJECT HARDWARE SHALL. BE HOT-DIPPED GALVANIZED IN CONFORMANCE WITH ASTM A153 AND THE SUBCONTRACTOR PRIOR TO FABRICATION OF ANY WORK. THE VERI ED vL. CERTICATOAl AND TESTS: COANTRACTOR SHALL, UPON RECXUEST OF COWNER, A6TM A123, (CIMENSINS SMALL APPEAR AND BE NOTED AS SICH CON THE PST SHOP DRAWN3 PR OY EE CERTIFICATION IN WRITING THAT ALL, WELDS ARE IN CONFORMANCE 2017 1588547 L SL.DMG OF GALVANIZED MATERIALS {3 NOT ALL.CWE D, REMOVE GALVANIZING BEPORE SUB MIT TEO. WIH THESE DRAWING8 AND THAT ANY WELD FAIL.URE, DEPECT ANDOR ALL LOC . CO DE: 443890 FL.DOWEL.DIG WELDS SHALL BE SPRAYED WW"H ZWC RH PAINT c THE ENGINEER AS MADE ASSUMPTIONS CONCERNING THE SUNDNESS F THE DAMAGE RELATING THERE RO! WILL. BE RSPANE OR REPLACED TO THE } EXISTING STEEL FRAMING TO BE WELDED TO, 8HA.1, HAVE PAINT, RUST, IL, AND OTHER EXIST4NG BUILDI NGS AAND THESE ASSUMPTIONS ARE THAT THIS BUILDING 'AMAS SATISFACTION OF THE OWNER AT NO COST TO THE OWNER. OWNER MIN CONTAMINANTS REMOVED TO BA8£ MATERIAL WITHIN 2° OF WELDED AR EA DESIGNED AND CONSTRUCTED IN CONFORMITY' WITH GOOD DES3N AND RESERVES 'THE RIGHT TO HAVE ALL WELDS TESTED. TESTS WILL BE PAID FOR k. AL AREAS WELDED SHALL BE GROU ND SMOOTH OR RADIUS3ED AS DIRECTED BY THE CONSTRUCTION PRACTICES. THE CONTRACTOR SHALL. 'TAKE EXTRAORDINARY BY WNER; HCM«EVER, IN THE EVENT THAT WORK IS EAECT NE, EGINEER. THE WELDING WILL. BE WEL.OED 8YA SKIL.LED, CERTIFIED WELDER LUNDER PRECAUTIONS CONCERNING PRESERVATION OF 'THE BUILDING DURING EMIL TTICON AND CONTRACTOR SHALL, PAY FOR THE TESTS AND SHALL REPLACE ALL FAULTY EULER THE DIRECT ION OF THE ENGINEER. NEW CONSTRUCTION WORK. FLURT'HER, HE SHALL AGREE TO ASSU ME ALL WORK WITH WORK THAT COMPLIES WITH THIS SPECIFICATION, L THE WELDERS SHALL, BE CERTIFIED IN CONFORMANCE WITH ASME SECTION IX AND RESPONSIBILITY FOR THE PRESERVATION OF THIS PROPERTY. 8HALL SUBMIT CURRENT COPIES OF THE WELDER'S CERT#ICATES TO THE ENGINEER d THE CONTRACTOR SHALL, IOT FY THE ARCHITECT4ENGINEER IiEDAATELY OF ANY AND THE OWNER. DISCR EPANC IES BETWEEN CONSTRUCTION DOCUMENTS AND ACTUAL FIELD n. THE REPAIRED) AREAS 8HALL CCONFORA! TO THE SURFACE PREPARATION CCON DIT KON &. REQUIREMENTS OF MACE STANDARD> SPO178-2007, MACE WELD PREPARATION .. CUTTING OF EXISTING STRUCTURAL STEEL IS PROHIBITED WITHOUT APPROVAL FROM PEAC EFU L LAN E DESIGA TON C". THE ENGINEER , CHAN HASS EN, MN 55317 n NO WELDING V ER COATED STEE L. SURFACES I8 FERMI&SIBL.E. THE CONTRACTOR 8 RESPONSIBLE TO ADEJATELY REMOVE ALL CCOATINGS BEGOR£ WELDING. SHEET CONTENTS: Q, EL D CLEANUP: THE COATING ON THE TOWER WA8 RECENTLY' REPLACED. WELDING CAN CONLY TAKE PLACE WITH DRY CONDITIONS ANDO TOWER NOT SWEATING. IT IS THE GENERAL 'STRUCTURAL NOTES I IFR'S RFSPON SIAU {TY' TO PR(CONNY= A MINIM4 {# A 140 HP (CO4PRFSSOR ANT UTL.I21 A CI JICAGO LINC TO COMPLLTCLY DOW OT TIC TOWER AITEIR LACII DAY Or EL DING STRUCTURAL 4171158 DRAWN BY: CL DATE: 08.10.17 CH E CKED B Y: Bl REV. A 09-10-1 7 RE V. 08-30-1 ? RE V. C 2 -20-1B REV. D 01-16-19 so 198 s° ss 1 ROOF PLAN S1 1/16"= 1'-0" # g g > g i s ~ NOTES: 4 FiLD VERIFY ALL EXIST. CONDITIONS. 2. ALL ATTACHMENTS TO PAINTED SURFACES ARE TO INCLUDE. THE PLACEMENT OF NEOPRENE STRIPS BETWEEN HARDWARE AND POINTS OF CONTACT TO REDUCE/ELIMINATE DAMAGE TO THE PAINTED SURFACE. METAL SHIMS ARE REQUIRED IN SITUATIONS WHERE TIGHTENING A CLAMP MAY CAUSE THE NEOPRENE TO TEAR CAUSING METAL TO METAL CONTACT. WHERE POSSIBLE, EXPOSED NEOPRENE SHOULD BE WRAPPED WITH WHITE TAPE. FASTENING SEQUENCE SHOULD INCLUDE NYLON WASHERS BETWEEN THE PAINTED SURFACE AND THE GALVANIZED WASHER. 3. PROPOSED ANTENNAS, MOUNTING PIPES, ASSOCIATED BRACKETS AND MOUNTS INSTALLED ON THE EXTERIOR OF THE WATER TOWER SHALL BE SHOP PAINTED TO MATCH THE COLOR OF THE WATER TOWER (VERIFY COLOR). 4. PROPOSED MOUNTING PIPES ARE TO HAVE WELDED STEEL END CAPS. 5. ALL EXPOSED JUMPERS AND CABLES ARE TO BE TAPED TO MATCH THE COLOR OF THE WATER TOWER. 6. ALL MOUNTING HARDWARE IS TO BE GALVANIZED AND/OR PROVIDED IN A NON-CORRODING MATERIAL. 7. ANTENNA FEED LINES, JUMPERS, COAX AND HYBRID CABLE SHALL NOT INTERFERE WITH TOP OF THE HANDRAIL AND MUST BE ROUTED SO THAT THEY COMPLY WITH OSHA REQUIREMENTS REGARDING HANDRAILS. 8. DRILLING HOLES IN EXISTING RAILING IS NOT ACCEPTABLE. 9. ALL ABANDONED ANTENNAS, COAXIAL CABLE AND DETACHABLE EQUIPMENT THAT IS NO LONGER USED ARE TO BE REMOVED DURING THE FINAL MIGRATION. 10. VERIZON WILL BE RESPONSIBLE FOR ANY AREAS OF THE THE WATER TOWER DAMAGED FROM THE HANDRAIL MODIFICATIONS AND INSTALLATIONS. DAMAGED AREAS ARE TO BE REPAIRED IN ACCORDANCE WITH THE CITY REQUIREMENTS, AS APPLICABLE TO THE NECESSARY REPAIR AND IN A TIMEFRAME ACCEPTABLE TO THE CITY. 11. ALL EQUIPMENT IS TO BE IDENTIFIED BY THE TENANT. Ill H •• H E R Z 0 G ENGINEERING LL¢ 514 sril 1rd Street, Site 210 ti4sespslis, II $54f1 ($12) 044.1214 Registration information : I oreby rt)ty that this glen , pchfleg lor or roport ran . pWepI re by me ar under my direct ouporiaign gnd that / or a duly Llored Engineer, under the lo@ of the State af neat.a, -5' em e Z ea p, ,,, ¥-. DEs1GNp}A S073 VALLEY VIEW RD. EDEN PRARIE, MN 55344 (62) 903-8299 WWW.DGB ION1EP COM uea Irr' 10801 B.8H LAKE ROAD BL. OOMwG TOAN, MN 55438 (612) r2o-o052 PROJECT 2017 1566547 LOC. CODE: 443890 MIN EULER PEACEFUL LANE CHANHASS EN, MN 55317 SHEET CONTENTS: ROOF PLAN STRUCTURAL 4474158 DRAWN BY: Ct DATE: 08.10,17 CHE CKED BY: BL REV. A 08-10-17 REV.B 08-30-1 ? REV. C 02-20-18 REV.D 01-16-19 S1 199 PROPO SED RRU'S PROPOSED DIST. BOX EXI ST. TOW ER (I \SECTOR X' PLAN ®7 J 114° = 1'-0° WELDED STEEL TT END CAPS, TOP AND BOTT. 2 SECTOR 'Y' PLAN s2 1/4"= 1'-0° PROPOSED RRU'S WI UNIVERSAL SINGLE RRU SUPPORT BRACKET SEE ARCH SEE NOTES ON 1-S1 FOR ALL OTHER INFO PROPOSED (2) DIST. BOX 3 SECTOR 'Z' PLAN s2 14°=1'-0° WELDED STEEL END CAPS, TOP AND BOTT. 2 1/2° DIA. SCH. 40 PIPE x 12'-0° IN GENERAL, WHERE ANGLE ADAPTERS, CLAMPS OR ANY OTHER AREAS OF WHICH THERE IS METAL TO METAL CONTACT, PROVIDE A NEOPRENE WITH A METAL SHIM BETWEEN THE PART AND THE BASE MATERIAL TO PREVENT EXCESS DAMAGE TO THE COATING AND PROVIDE A MOISTURE BARRIER IN THE EVENT OF COATING DAMAGE. ADD NEOPRENE AND WHITE TAPE AT ALL CLAMPED PIPE ATTACHMENTS. DIST.BOX SEE ARCH Ill H •• H E R Z O G ENGINEERING LLC $10 fort) Jr6 Street, Salte 218 ti eeapalls, at 5$4f1 (612} 64.1214 Registration Information : J hooby certify that th&a plan, pestle or nport ow prpored by me or under mry firet uporvilen and that I gn g duly LJoonod Erie, under the low of the Stat» of Minot@. DES1GNp, 073 VLLEY VIEW RDO. EDEN P RARIE, HIN 595344 (62} 903-9239 WWW.DESIGNS SP CO4 uv i7r' 10801 BUS H UAKE ROAD 9. OOMINGO TON. MN $6-438 (612) Z20-0052 SEE NOTES ON 1-51 FOR AU. OTHER INFO PROJECT 20 17 1566547 LOC. CODE: 443890 '9 «} INCLUDE PLASTIC WASHERS ON ALL BOLTED ATTACHMENTS lo 1'-0° 4° CLIPPED CORNER SEAL WELD, TYP. INCLUDE PLA STIC WAS HERS ON ALL BOLTED ATTACHMENTS F.O. EX ISTING STEEL: TOWER ' $ MIN EULER PEACEFUL LANE CHANHASSEN, MN 55317 SHEET CONTENTS: SECTOR PLANS DE TAILS SEAL WELD, TY P. TRUCTURAL, #171158 A-A DRAWN BY: CL ram- 08.10,17 A Bl SEAL WELD, TYP. (£\DIST. BOX MOUNTING DETAIL. s2 NO SCALE 316 (\ANTENNA MOUNTING DETAIL s2 NO SCALE 08-10-17 REV. B 08-30-17 RE V.C 02-20-18 RE V.D 0t-18-19 S2 200 IN GENERAL , W HERE ANGLE AD AP TERS, CLAM PS OR ANY OTHER AR EAS OF W HIC H TH ERE IS METAL TO METAL CONTACT, PROVIDE A NEOPRENE WITH A METAL SHIM BETWEEN THE PART AND THE BASE MATERIAL TO PREVENT EXCESS DAMAGE TO THE COATING AND PROVIDE A MOISTURE BARRIER IN THE EVENT OF COATING DAMAGE. ADD NEOPRENE AND WHITE TAPE AT ALL CLAMPED PIPE ATTACHMENTS. SEAL WELD, TYP. (G CABLE MOUNTING DETAIL e J NOSCALE EXISTING ANTENNA EXISTING PLATFORM L _ EXISTING VENT AND GUARDRAIL SEAL WELD, TYP. ROPOSED ANTENNAS AND EQUIPMENT EXISTING STEEL BRACKET ISTING ANTENNA AND EQUIPMENT PIPE ATTACHMENTS (SEE ARCH) EXISTING VERTICAL LADDER PROPOSED CABLES FEEDS ON MESSENGER PIPE ,% re. @CABLE MOUNTING DETAIL J NO SCAL E S3 EW ANTI-CLIMB ENCLOSURE, REF. ARCH. 4 S3 142"3"x" STEEL PLATES @ 2-0 O.C. FASTEN WITH 148" SHEET METAL COVER, REF. ARCH. GS)I#ER =vow 3/16° ZU LOW-CARBON COPPER FLASHED STEEL STUDS SHALL BE INSTALLED AS NEEDED. SEAL AROUND BOLTS WITH SIKAFLEX 1A SEALANT. REPAIR PAINT AS NEEDED TO MATCH EXISTING WATER TOWER COLOR 1-6° STEEL TABS TO TOWER SHELL, TYP. TOP OF CABLE SHROUD (BELOW), REF. ARCH. CONCRETE SLAB, REF. ARCH F.O. TOWER ({\ENCLOSURE ATTACHMENT DETAIL S3 NO SCALE lH an H E R Z O G ENGINEERING LLC $% ert fr4 $free, $+le 210 ti uespells, I 5sm1 ($12) $44-1214 @Registration lnfrmgtign ; } nby rtfy that thin pken, peciogtlan r report o# prpored by me ar under my fret up@rvlan er thgt I am a lily Lloored Engineer, under the law ef the Stats gf lweeats. -: woe Z Doe 0/4/ g. M.:_OM, pEs1GN} 0973 VAL.LEY' VIEW RD>, EDEN PR/ARIE, MN 55344 (06.2) 909-4299 WWW .DGS GN1 EP COM verizon' 10801 BUSH LAKE ROAD BL.OOM ING'TON, MN 5S«38 (s12) 720 -0052 PROJECT 2017 1566547 LOC . COD E: 443890 MIN EULER PEACEFUL LANE CHANHASS EN, MN 55317 SHEET CONTENTS: TOWER ELEV ATION DE TAILS STRUCTURAL 4#174158 ORAWNBY: CL DATE: 08.10.17 CHECKED BY: BL REV . A 08-10-17 REV. B 08-30-17 REV.C 02-20-18 REV.DO 01-16-19 S3 201 202 I I I C -·-7 is <O I. ni r5 {8j • uu@ I # ] t> I ! g 29° wide I ! .... :~°': h= ~ ---'=---- ........ ".' o.-a a._lbs! LAKE(Ky -·«-ou- [A_ c s 90 "e _,,- ®"v rill\ w» 1 SK.Z,T~:'Cov'tL.otS. --- ,Rng. 25 w ; /BITE SURVEY I,. _I ,,,,, » < I ; / \ · @ ? b 8 ----- , #:~ 7 .i/ / '=- _ ' /4, ,"6~ ~I / ,_,, .,_ of<.ot 7 ... .;:;.------------------- ] f,<l' I /.' 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' ' ' .A.2r"®"" ' / S77' ' I '<. . ,' ,-, • t.1 ,:, I z" 1 1 1 ·-- -oh [·» T HERESY CEA7FY nu'T '7»8 DOCU MEN'T SURVEYOR NOTES: '8 3 6 PD·258700062 BEDOR ENTERPRISES f sec]z } ·< J 448 I <-~~ ·· ... i ~"' I ',~\,\ l i:-: I Go~, \ ,,l,t \ I I -..:,.·,t-i, I \ \). Y' +" I I ~-,,-. +- . ,. i ii, - I ,. i i:-; - L.~~ \ i '.►-, I i ;,, - j c•-:i ' • :- I ~ •, , :. I'--. ,.. : I .r- ,, : • ."" ~~~\ !"' \j \ 1 r I Sy:;.·\ i'" -l- «] 4 I..4 [ • g? I ~ 0 J I st: \ : : L_J ----EX1sr1NG I+»l +%» , . ----~ g, ,._ . ,_SITE •Ng c ] 2g !":ls <» ] @ $CAL.IE ( N FEET ) ggmu# Yu,A0NO OYii YA 02 g¢Yr 4wpm gourv.pogo ma gYrya0 ,0 pot} - g;;±weoa ft s pcs.A 4Ow g,ill#Y z:. v5. .. .,,,.,.. ·re tg,,"° ra / / LEGEND z SIGN -SINGLE POST WA TE FRMAN FENCE POST STORM SEWER 0 GUARD POST Ass»MAJ]llp Ass» UNDE RG ROUND GAS p GROUND ACCE SS COVER Alp UNDERGROUND TELE 3» GUY ANCHOR \lllll OVERHE AD ELECTRIC <a» ELECTRIC POLE lily UNDERGR OUND ELECTRIC -)- ELECTRIC ME TER '4,At, UNDE RGROUND FIBER e 2 2 2 GUARD RAIL EEC HAN H©OLE CHAIN LINK FENCE a Te.E PEDESTAL BARBED FENCE e' TEL.E HAND HOLE ·nnnr,nnc,. EDGE OF WOOO S 234 WATER HYORAN'T BOUNDARY LINE AJA3JJJJJJJJJJJJJJJJ%JJJJJAJJAJA FRSHT OF WAY' LINE l WATER VALVE lo)JJAJ Al®INN SECTION LINE * EL EC LIGHT POLE gJJJJJJJAJA oJJJJJJJJJJJJJJJJJJAJA QUARTER LINE - ELECTRANSF ORME R -- SIXTEE NTH LINE LOT LUNE \l) TREE DECIDUOUS EASE MENT LINE .a LAND SPACE GRAVEL SURF ACE 4ggJJJJJJQJJJJJJAJJoo CENTERLINE F:0 CONCRETE SURFACE eamDA BUILDING WALL HATCH ±s2a a555% GN ~ SITE NAME: ~~~~ ~«•™•~.,•"" ~ DESI · MINEULER , •••" ...,.., • .,,...,uooi,;:::,..,., : = = ,,...,_, ~~~L_1:,::; =~ • """>, "4"" aoezzaes cas e r «an sew«canae cvr caun y,u , a} serous0r te crzoev: swx oww ev: Pu frll WIDSETH SMITH NOLTING ~ -n,i\An:t1ttecn.-e1-1rnw""""""" SHEET 2 OF 2 SHEETS 203 M STANDARD DETAILS V.12- 04/12/18 • Revised 6x6 shelters and grounding. • Revised Standard Details Gen 1.1 & 1.4. • Slab on grade configurations and grounding. • Detail 10.8, Cabinet One-Line Electrical Diagram. • Revised Standard Detail Cable Bridge Section 3.1. DEs1GN} 9907 VALLEY VIEW' RD EDEN RARE, MN 663%4 (oe2) 00-0299 WWW.EIB'GOIN 1EP.COM 204 6 5/8° 0.0. SCH . 40 PIPE SL.LISH FULL OF CONCRETE PROVIDE 6" X 56", POLYETHYLENE, CAUTION YELLOW POST SLEEVE. 18" D. PIER FOOTING DESIGN}, 99 73 VAL LEY VI EW ROAD EDEN PRAI RIE, MN 553 44 (95.2) 903 -9299 WWW.OE SIGN1EP. COM VERIZON WIRELESS BO LLAR D DETA IL 108 0 1 B U8 H LA K E R O AD BLOOMINGTON, MN 55438 (6 12 ) 720 -005 2 Co b6 205 NOTE: ALL FENCE ATERAIS SHALL BE GALNMANIZED ANGLE BRACKET CANTED OUTWARD0 AT EACH POST 7 roR (®) srwwos oF BARBED MRE -(f·5/8" 0.D. SCHEDULE 40 GALM. STEEL. PIPE TOP RAIL ---«IuERCI GRADE FENCE PosTS 2 7/8" 0.D. SCH. 40 CORNERS & GATES, 2 3/8° 0.D. SCH. 40 UNE POSTS GA x 2" CHANN LINK FABRIC 7 GA TENSI ON WIRE. WITHIN 1 • OF FINISHED GRADE 0 FENCE SECTION (6' - O") SCALE: NONE NOTE: ALL FENCE MATERNS SALL BE GALVANIZED r-- DuMERCL. GRADE FENCE POSTS 2 7/8 O.D. SCH. 40 CORN ERS & GATES , 2 3/8° 0.D. SCH. 40 LUNE POSTS 9 GA x 2" CHANN LINK FABRIC 7 GA TENSIKON WIRE WITHIN 1" 0F FINISHED GRADE GRADE (VARIES) .=-FFNF OSTS DRIVEN 1'-0° BEL.OW FROST DEPTH 0 · FENCE SECTION (7' _ O") SCALE: NONE DESIGN} 9973 VALLEY VIEW ROAD EDEN PRAIRIE, MN 55344 (952) 903-9299 WWW .DESIGN TEP.COM VERIZON WIRELESS FENCE SECTION 10801 BUSH LAKE ROAD BLOOMINGTON, MN 55438 (61.2) 720-0052 206 NOTES: 1, PREPARE SUB-=GRADE AND CONSTRUCT IN ACCORDANCE WITH THE GEDOTECHNKCAL REPORT. 2. ANY VARANCE FROM THIS ROADWAY DESIGN MUST BE SUBMITTED AND APPROVED PRIOR TO BID. 3. CONTRACTOR TO COMPACT EACH LAYER OF ROCK IN ACCORDANCE WITH ASTM &: LOCAL. STANDARDS. TA CONSTRUCT0N 2 BITUM NOUS TOPPI NG OVER 4° ASPHAN.TIC CONCRETE OVER 6 DRIVEWAY WIX/ND CLASS 1.3 AGGREGATE,/IN CLASS 5 AGGREGATE,/'SD 34" AGGREGATE /I CLASS 5 LIMESTONE/M CLASS A AGGREGATE, OR ROADSTONE BASE GRADE GRADE 0 DRIVEWAY SECTION SCALE:NONE 9° NIN CUT IPCA. CONSTR UCTION: 12" DRIVEWAY MDX/ND CLASS 13 AGGREGATE/MN CLASS 5 AGGREGATE/M CLASS A AGGREGATE,/M CLASS 5 /sD M" AGGREGATE ONER' GEDOTEXTILE FAERIC GRADE SEE PLAN 0 DRIVEWAY SECTION SCALE:NONE TPCA. CONSTR UCTION: 3" DORENA'Y MX/ND CLASS 13 AGGREGATE,/IN CLASS 5 AGGREGATE,/'MI CLASS 5 LIMESTONE /w CLASS A AGGREGATE/'SD 3¢" AGGREGATE 3" OF 1"B CRUSHED ROCK " OF 3"G CRUSHED ROCK OVER GEOTEXTI LE SEE PLAN 0 DRIVEWAY SECTION SCALE: NONE DESIGN} 9973 VALLEY VIEW ROAD EDEN PRAIRIE, MN 55344 (952) 903-9299 WWW .DOE SIGN 1EP. CON VERIZON WIRELESS 10801 BUSH LAKE ROAD BLOOMINGTON, MN 65438 (612) 720-0052 DRIVEWAY SECTION 207 % JAUNCTKON BOK » l 18"x1 a·x6" l k% PROPOSES==========,=7] JUNCTON BOX PROPOSED EM4140BR (ELECTRIC MOTON h»I PART NUMBER) GROUND BAR (8"x4"x2" INCLUDING MOUNTING BRACKET) I I I I 4• [A OPENING INTO BUILDING ------,,,.l, I ML.l- -ARMOR SHEATHIN G NEEDS 1..- ' • 1 10 BE GROUNDED BEFORE i------+-a IT ENTERS THE SHELTER " l------PROPOSED 2 SCHEDULE 40 PVC ] RSER CONDUIT FOR FIBER CABLE ONLY i ! PROPOSED 3/4 SCHEDULE 40 PVC RISER CON DUIT FOR GROUND WIRE ' PROPOS ED {{6 AG THHN all GREEN GROUND WIRE ' ' ' ' I ' k wt# a / a .¥ To NMHH EARTH GROUND TERMINATION MILL NEED TO BE VERIFIED. EARTH GROUND CABLE SHALL BE TERMINATED TO THE COMPOUND /'SITE EARTH GROUND Lil--PROPOSED ARMORED FIBER CABLE NOTES: 1, {6 THHN GREEN CABLE TO BE USED FOR THE GROUNDING CABLE. 2. EARTH GROUND SHALL BE TERMINATED TO THE CONOUN,/'SITE EARTH GROUND. J. IN-BUILDING AND WATER TOWERS: IF YOU ARE ATTEMPTING TO GROUND TO AN EXISTING GROUND BAR WITHIN THE BUILDING OR WATER TOMER, SECURE LANDLORD APPRCOMAL PRIOR TO GROUNDING. 0 TELCO ENTRY DETAIL-WEATHER TIGHT ENCLOSURE SCALE: NONE DEs1GNh, 9973 VALLEY VIEW ROAD EOEN PRAIRIE, MN 55344 (962) 9003-9.299 WWW.DESIGN TEP.COM VERIZON WIRELESS 10801 BUSH LAKE ROAD BLOO MING TON, MN 55438 (612) 720-0052 TELCO ENTRY DETAIL 208 CM PH PED ESTAL MAY BE RE QUIR ED BY UTI LllY PROVI DER CHARLES INDUSTRY CMPH FIBER DISTRIBUTION PEDESTAL, SUPPLIED BY UTILITY PROMDER NSTALLED BY GC 3' DA SWEEPS, IN. GC TO INSTALL 2" CONDUIT W/ PULL, STRI NG, UTILITY PROVIDER TO INSTALL FIBER CONDUIT' &: FIBER JUMPER TO EQUIPMENT SHELTER BY GC GRAPHIC SCAN.E t+ t DESIGN, 9973 VAL LEY VIEW ROAD EDO EN PRAI RIE, MN 553 44 (95 2) 90 3-49 .299 WWW.OE SIGN TEP.COM VERIZON WIRELESS 1080 1 BUSH LAKE ROAD BLOOMINGTON, MN 554 38 (612) 720-00 52 CMPH DETAIL 209 9 THREADED END CAP THREADED FITTING ADAPTER I I { f>--42sarc LOOP I I 3 8"gPV; pPpPE rvreurue EAIECINv> } v DON TO LEAD #1 ' : I I I I I I } + I CUT SLOTS FOR LEAD 1 GROU ND ROD 0 TESTWELLDETAIL SCAL E:NONE LEAD 1, RN G }2 s9TC CAD#ELD (TPE GT) 5/8"1 GJ.I..YANIZED ma ~ GROUND ROD, SPACING PER PLAN 0 GROUND RING & ROD DETAIL SCALE: NONE DESIGN} 9973 VALLEY VIEW ROAD EDEN PRAIRIE, MN 553 44 (952) 903-9299 WWW.DE SIGN1EP.COM VERIZON WIRELESS 10801 BU8H LAKE ROAD BI.OOMINGTON, MN 55438 (612) 720-0052 TEST WELL DETAIL GROUND RING & ROD DETAIL 210 / ¢ 'GREEN' HALO 21A MTHI N SHELTER SHEl.lER FOOR ------EKTEN D NEW LEAD 21B UP TO SHELTER HALO REPLACE CONNECTIONS LEAD 21B SHALL BE UNSPLI CED BETWEEN ATTACHMENT'S TO LEADS 1 & 21A, APPX 15 FEET {2 "GREEN" WIRE SHELTER WALL PVC SLEEVE FURN. / SHELTER CONC FDIN GRADE SELIER CORNER. IREADVENT D®vs HALO DETAIL SCALE: NONE DEsIGNh 9973 VALLEY VIEW ROAD EDEN PRAIRIE, MN 55344 (952) 903-9.299 WWW.OE$SIGN TEP.GOM VERIZON WIRELESS 10801 BUSH LAKE ROAD BLOOMINGTON, MN 55438 (612) 720-0052 SHELTER HALO DETAIL 211 NOTE: 'HIGH" &: 'LCM' «> 8Ng#wan:. ·raw aria.nrv LL--- -FDUIN ALL REBAR CONNECTION {2 SBTC UNDER THE WALL FORM SHELTER «-=,,as a CONNECTION GRADE j2 SBTC UNDOER THE RIM FORM -l -VERTI CAL. REBAR fu~ , 4 PIER FOUNDATION ©) £#g,="ooivo er DESIGN}, 9973 VAL LEY VIEW ROAD EDEN PRAI RIE, MN 55344 (952) 903-49.299 WWW .DOE SIGN 1EP. COM VERIZON WIRELESS 10801 BUSH LAKE ROAD BLOOMINGTON, MN 55438 (612) 720-0052 REBAR GROUNDING DETAIL co b 212 GROU NDING OBJECT TWO-HOLE LUG SEATED ="IN NT-OXIDANT COMPOUN) wn u _,y couD-Guy com {2 SOLID CU, TN-CLAD 36"B PVC PIPE, GRAY (ELECTRICAL GRADE') MAY REQUIRE PAINTING PVC HALF--STRAP w/ T_1a-»--- FASTENERS (NANL.--IN OR ,--! TPCON) TO CONC. WALL GRADE 0 CONDUIT DETAIL SCALE: NONE ADD 6G PVC PIPE AFTER POURING STOOP SLAB T3.z.-6"g x MIN 8" PVC 'CONDUIT SLEEVE THROUGH CONC SLAB SNUG TO OUTSIDE OF FDTN 0 CONCRETE STOOP PENETRATION DETAIL SCALE: NONE DESIGN}, 99 78 VALLEY VIEW ROAD EDEN PRAI RIE, MN 55344 (952) 903-49299 WWW.DOE SIGN{EP. COM VERIZON WIRELESS 10801 BUSH LAKE ROAD BLOOMINGTON, MN 554 38 (612) 720-0052 CONDUIT DETAIL CONCRETE STOOP PENETRATION DETAIL Co ~ 213 TOWER CABLE PORT BRING TOMER BAR LEAD 5 TO NEAREST LEAD) 1 RING KEEP MELD S 8". NIN APART LATERALS MAY BE LESS THAN FROST DEPTH (12° MIN) ALWAY'S POINT LEAD 6 NHIP TO NEAREST GROUND ROD 0 TYPICAL CABLE BRIDGE GROUNDING DETAIL SCALE: NONE DES1GTNh 9973 VALLEY VIEW ROAD E OEN PRAIRIE, MN 55344 • {952) 003-9299 WWW .DESIGN{EP. COM VERIZON WIRELESS 1080 1 BUS H LA KE ROAD BLOOMINGTON, MN 55438 (612) 720-00 52 TYPICAL GROUNDED CABLE BRIDGE DETAIL 0 }» / 214 ELECTRICAL. EQUIPMENT MFR. MIDMEST MODEL /R2O8C R2A04 METER SOCKET/ PANEL BOARD OR EQUAL. (APPROVED IN STATE) W/ 200 AMP CB2200B BREAKER/D ISCONNECT 3" 0.. SCH. 40 GALM. STEEL PIPE POSTS T.0. PIER MATCH EXISTING GRADE EXISTING GRADE % m e, eh 'T PAN E (2) suP JowTS " CoNIT FOR GROUND WIRE FRONT ELEVATION SIPE ELEVATION 0 ~INGLE POST OPTION SCALE: NONE 2" CONDUIT TO LC 2" CONDUIT TO SECONDARY POMER SOURCE KITE: 1. ALL WORK SHALL CONFORM TO THE NATIONAL ELECTRICAL CODE ANDO THE LOCAL BUILDING CODES. ALL COMPON ENTS SHALL BE UL APPROVED. 2. ALL COMPONENTS TO BE AS SPECIFIED OR EQUALERT AS APPROVED BY VERIZ ON WIRELESS. J. ALL BREAKERS SUPPLIED BY CONTRACTOR. PT IR 6'-0" SE LENTO 'lo ,. to d' 4 • 42/0 BARE CU IN 1° PVC 0 H-FRAME DETAIL SCALE: NONE · GALM, STEEL POST GAP (TP) 3¥" 0.. PFE POSTS (TYP) ANN SERM CE CONNECTION CABINET 1%" UNSTRUTS y/ 6--16 X 3" U-BOLTS W/NUTS, FLAT WASHERS, & LOCK WASHERS (TYP) SlnLp}------(4) METER BANKS W/ BYPASS SWITCHING ..-=DISCONN ECT ('TYP) FINISH SLOPE TO DRAIN f5" DA, PIER FOOTING 2" CONDUIT TO ILC 4° CONDU IT TO SECONDARY POWER SOURCE FRONT ELEVATI ON DESIGN}, 9973 VALLEY VIEW ROAD EDEN P RAIRIE, MN 55344 (952) 903-0 .299 WWW.DESIGN{EP. COM VERIZON WIRELESS t0801 BUSH LAKE ROAD BLOO MING TON, MN 554 38 (612) 720-0052 METER PEDESTAL & H-FRAME DETAILS co lii 215 E XH IB IT "D " T E N A NT 'S RE Q UI RE D INSU RA N C E a. Worker's Compensation. The Tenant must maintain Workers' Compensation insurance in compliance with all applicable statutes, rules and regulations. The policy shall also provide Employer's Liability coverage with limits of $500,000 Bodily Injury each accident, $500,000 Bodily Injury by disease, policy limit, and $500,000 Bodily Injury by disease, each employee. b. General Liability. The Tenant must maintain commercial general liability coverage with a limit of $5,000,000 per occurrence for bodily injury and property damage and $5,000,000 general aggregate including personal and advertising injury, Premises/Operation, broad form contractual liability, independent contractors, and products/completed operations. Tenant will maintain Completed Operations coverage for one (1) year after the construction of Tenant's Communication Facility is completed. c. Automobile Liability. The Tenant must carry commercial Automobile Liability coverage with a combined single limit of $5,000,000 each accident for bodily injury and property damage covering all owned, non-owned and hired automobiles. d. Tenant Property Insurance. The Tenant must keep in force for the duration of the Lease a policy covering damages to its property at the Leased Premises. The amount of coverage shall be for the full replacement cost value and be sufficient to replace the damaged property, loss of use and comply with any ordinance or law requirements. e. Excess/Umbrella Liability. Tenant shall also maintain an umbrella or excess liability insurance policy with a limit of $1,000,000 per occurrence and aggregate which provides coverage in excess of the commercial general liability, commercial automobile liability and employer's liability insurance maintained by Tenant under this Lease. f. Additional Insured - Certificate of Insurance. The Tenant shall provide, prior to the start of construction of the Communication Facility, evidence of the required insurance in the form of a Certificate of Insurance issued by a company (rated A- or better), licensed, authorized or permitted to do business in the State of Minnesota, which includes all coverages required in this Paragraph. Tenant will include the Landlord and the City as an Additional Insured as their interest may appear under this Agreement on the General Liability and Commercial Automobile Liability Policies. Upon receipt of notice from its insurer(s), Tenant shall use commercially reasonable efforts to provide Landlord with thirty (30) days prior written notice of cancellation of any coverage required herein. MIN Euler Chanhassen 4658198vl 216 MIN Euler Amendment No. 1 7925778v1 AMENDMENT NO. 1 TO COMMUNICATION SITE LEASE AGREEMENT This Amendment No. 1 to Communication Site Lease Agreement ("Amendment") is by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation ("Landlord"), whose address is 7700 Market Blvd, P.O. Box 147, Chanhassen, Minnesota 55317, and Cellco Partnership, a Delaware general partnership, d/b/a VERIZON WIRELESS ("Tenant"), with its principal offices at One Verizon Way, Mail Stop 4AW100, Basking Ridge, New Jersey 07920. Recitals WHEREAS, Landlord and Tenant are parties to Communication Site Lease Agreement dated September 19, 2019 (the “Agreement”) whereby Landlord leased space on the Landlord's water tower along with a 23.5 foot by 28 foot ground area adjacent to the water tower along with associated easements, as described in Exhibits A, B and C of the Agreement; and WHEREAS, the Landlord and Tenant desire to amend the Agreement to provide for a revised water tower installation. Amendment NOW, THEREFORE, in consideration of the facts contained in the recitals above, the mutual covenants and conditions below, and other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, the parties agree as follows: 1. REVISED EXHIBIT. Exhibit C of the Agreement is hereby deleted in its entirety and is replaced with Exhibit C-1, attached hereto and made a part hereof. Paragraph 1 of the Agreement is hereby revised to provide that Landlord leases to Tenant space on the Water Tower for Tenant’s Tower Equipment as shown on the Plans and Specifications prepared by Design1, attached hereto as Exhibit C-1 (“Plans and Specifications”). 2. MONTHLY RENT INCREASE. Effective upon the first day of the month 217 MIN Euler Amendment No. 1 7925778v1 following the date Tenant commences installation of the equipment additions/modifications contemplated under this Amendment, the monthly rent for the current lease year shall be increased by $900.00 per month and shall continue to be paid in accordance with the terms and conditions of the Agreement. 3. RATIFICATION OF THE AGREEMENT. Except as specifically modified by this Amendment, the parties agree that all of the terms and conditions of the Agreement are in full force and effect and remain unmodified, and the parties hereby ratify and reaffirm the terms and conditions of the Agreement and agree to perform and comply with the same. In the event of a conflict between any term or provision of the Agreement and this Amendment, the terms and provisions of this Amendment shall control. In addition, except as otherwise stated in this Amendment, all initially capitalized terms will have the same respective defined meaning stated in the Agreement. All captions are for reference purposes only and shall not be used in the construction or interpretation of this Amendment. THE REMAINDER OF THIS PAGE HAS BEEN LEFT INTENTIONALLY BLANK 218 MIN Euler Amendment No. 1 7925778v1 IN WITNESS WHEREOF the parties hereto have executed this Amendment on the day and year written below. LANDLORD: CITY OF CHANHASSEN BY: _______________________________ Name: Elise Ryan Title: Mayor BY: _______________________________ Name: Laurie Hokkanen Title: City Manager Date: __________________ TENANT: Cellco Partnership d/b/a Verizon Wireless BY: ______________________________ Name: __________________________ Title: __________________________ Date: ___________________ 219 MIN Euler Amendment No. 1 7925778v1 EXHIBIT "C-1" PLANS AND SPECIFICATIONS See Attached 220 SITELAKE LUCY RDVINELAND CTPLEASANTVIEW RDPEACFUL LN NEX PERCE DRDEVONSHIRE DRPOWERS BLVDBRETTON WAYMULBERRY CIR E SHEET CONTENTS:LESSOR APPROVALT-1CONTACTSISSUE SUMMARYSHEET INDEXDEPARTMENTAL APPROVALSVICINITY MAPGENERAL NOTESPROJECT INFORMATIONNORTHTOWER ELEVATIONVICINITY MAPMIN EULER NEW BUILDLESSOR / LICENSOR APPROVALDATEPRINTED NAMESIGNATURENO CHANGES.CHANGES NEEDED. SEE COMMENTS.LESSOR / LICENSOR: PLEASE CHECK THE APPROPRIATE BOX BELOW9973 VALLEY VIEW RD.EDEN PRAIRIE, MN 55344(952) 903-9299DESIGN10801 BUSH LAKE ROADBLOOMINGTON, MN 55438(952) 946-4700 PROJECT DRAWN BY:DATE:CHECKED BY:MINEULER6581 PEACEFUL LANECHANHASSEN, MN 5531720171566547 LOC. CODE: 443890 WWW.DESIGN1EP.COMREV. A08.18.17KYLE M07.24.17BRIAN SREV. B09.12.17REV. C02.22.18REV. D08.09.18REV. E01.21.19REV. F02.12.19REV. G04.10.19REV.008.09.19REV.107.08.22DEPARTMENTALAPPROVALSNAMEDATECONSTRUCTIONENGINEERRF ENGINEEROPERATIONSMANAGERWIDSETH SMITH NOLTING610 FILLMORE STREET - PO BOX 1028ALEXANDRIA, MN 56308-1028320-762-8149T.B.DN/APOWER UTILITYTELCO UTILITYSURVEYOR:ARCHITECT:LESSOR / LICENSOR:COMPANY CONTACT:COMPANY CONTACT:LESSEE:GEOTECHNICALENGINEER:CONTACTSVERIZON WIRELESSCONSTRUCTION DEPT. (952) 946-4700)10801 BUSH LAKE ROADBLOOMINGTON, MN 55438SCALE:1PARTIAL ELEVATION1" = 20'EXISTING CONDITION2NO SCALESCALE:STRUCTURALENGINEER:HERZOG ENGINEERING, LLC.530 NORTH 3RD STREETMINNEAPOLIS, MN 55401(612) 844-1234CARVERN 44° 53' 04.75" (NAD83)W 93° 32' 54.22" (NAD83) 23'-6" X 28'-0" = 658 S.F.PROJECT INFORMATIONSITE NAME:SITE ADDRESS:COUNTY:CONSTRUCTION TYPE:SITE AREA:DRAWING BASED ONSITE DATA FORM DATED:LONGITUDE: LATITUDE:MIN EULER 6581 PEACEFUL LANECHANHASSEN, MN 55317CITY OF CHANHASSENCHELSEA PETERSEN(ASSISTANT CITY MANAGER)7700 MARKET BOULEVARDCHANHASSEN, MN 55317(952) 227-1118LOCATION SCANAISSUED FOR REVIEW - 08.18.17ALLBISSUED FOR OWNER APPROVAL - 09.12.17ALLDISSUE SUMMARYREV.SHEET OR DETAILDESCRIPTIONNITHYAKALYANI JAIPURIYAR08.21.17JONATHAN FOWLER08.18.17ALEX HOLZINGER08.18.17XCEL ENERGY1518 CHESTNUT AVE.MINNEAPOLIS, MN 55403LEN JACOBSEN (952) 380-2674EDEN PRAIRIE, MN 55344DESIGN 1 ARCHITECTS LLC9973 VALLEY VIEW ROAD(952) 903-9299EDEN PRAIRIE, MN 55344DESIGN 1 ARCHITECTS LLC9973 VALLEY VIEW ROAD(952) 903-9299CIT Y OF CHANHASSENKEVIN CROOKS(UTILITY SUPERINTENDENT)7700 MARKET BOULEVARDPO BOX 147CHANHASSEN, MN 55317(952) 227-1300THIRD PARTY INSPECTOR:P.O. BOX 157OSSEO, WI 54758KELLY MULHERNBADGER STATE INSPECTION(715) 533-8686CITY OF CHANHASSENGEORGE BENDER(ASSISTANT CITY ENGINEER)7700 MARKET BOULEVARDPO BOX 147CHANHASSEN, MN 55317(952) 227-1164CISSUED FOR OWNER APPROVAL - 02.22.18ALLISSUED FOR OWNER APPROVAL - 08.08.18ALLOCCUPANCY:S-2VB08.21.17A-1SITE PLAN & STANDARD DETAIL INDEXA-2ENLARGED SITE PLANA-3ANTENNA AND COAX KEY, ANTENNA MOUNTING PLAN, & NOTESG-1 & G-2GROUNDING NOTES, PLANS AND DETAILS SURVEYSHEET INDEXT-1PROJECT INFORMATION, TOWER ELEVATION, & SHEET INDEXSHEETSHEET DESCRIPTIONU-1 & U-2SITE UTILITY PLANS & NOTESA-4 - A-4.4EXTERIOR ELEVATIONS, PLANS, SECTIONS/DETAILS, AND PHOTOSA-2.1ROOF PLAN, DETAILS, AND PHOTOSS-0 - S-3STRUCTURAL NOTES, PLANS, AND DETAILSA-6BSI REFERENCE (AVIATION LIGHT MOUNT / PIVOT POINT)A-5 & A-5.1OUTLINE SPECIFICATIONSE1 - E8ELECTRICAL NOTES, PLANS, DIAGRAMS, AND SCHEDULESGRADING AND LANDSCAPE PLAN AND DETAILSA-1.1T-2CODE SUMMARY AND LIFE SAFETY PLANELECTRICALENGINEER:BUSSELL COMPANIES, INC.16026 MINNETONKA BLVD. ST.MINNETONKA, MN 55345(952) 931-2111EISSUED FOR OWNER APPROVAL - 01.21.19ALLFISSUED FOR REVIEW / APPROVAL - 02.12.19ALLGISSUED FOR REVIEW / APPROVAL - 04.10.19ALL0ISSUED FOR BID / CONSTRUCTION - 08.09.19ALL1ISSUED FOR BID / CONSTRUCTION - 07.08.22ALLDate:I hereby certify that this plan,specification or report wasprepared by me or under my directsupervision and that I am a dulyLicensed Architect underthe laws of the state of MINNESOTA.ROBERT J. DAVIS, Reg. No. 12427Signed:07/11/2022221 SHEET CONTENTS:T-29973 VALLEY VIEW RD.EDEN PRAIRIE, MN 55344(952) 903-9299DESIGN10801 BUSH LAKE ROADBLOOMINGTON, MN 55438(952) 946-4700 PROJECT DRAWN BY:DATE:CHECKED BY:MINEULER6581 PEACEFUL LANECHANHASSEN, MN 5531720171566547 LOC. CODE: 443890 WWW.DESIGN1EP.COMREV. A08.18.17KYLE M07.24.17BRIAN SREV. B09.12.17REV. C02.22.18REV. D08.09.18REV. E01.21.19REV. F02.12.19REV. G04.10.19REV.008.09.19REV.107.08.22CODE SUMMARYLIFE SAFETY PLANCODES:CODE SUMMARY2015 MINNESOTA STATE BUILDING CODE.2012 INTERNATIONAL BUILDING CODE.GROUP S-2 (LOW-HAZARD STORAGE).OCCUPANCY CLASSIFICATION:TYPE VB.TYPE OF CONSTRUCTION:EXCEPTION FOR TELECOMMUNICATION BUILDINGS WITH AUTOMATIC SMOKE DETECTION SYSTEM AND SEPARATEDFROM THE REMAINDER OF THE BUILDING BY FIRE BARRIERS & HORIZONTAL ASSEMBLIES (PER SECTION 903.2).FIRE BARRIERS & HORIZONTAL ASSEMBLIES NOT APPLICABLE FOR SINGLE USE BUILDING.SMOKE DETECTION SYSTEM TO BE PROVIDED BY BUILDING OWNER.SPRINKLERS:NOT APPLICABLE.OCCUPANCY SEPARATIONS:FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS:CONSTRUCTION TYPE VB = 0-HOUR.FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON SEPARATION DISTANCE: X > 30 FEET = 0-HOUR.MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON SEPARATION DISTANCE:X > 30 FEET (NO LIMIT)FIRE RESISTANCE RATINGS:GROUP S-2, 2 STORIES OR 40 FEET HEIGHT:ACTUAL = 1 STORY, 14'-6” HEIGHT.GROUP S-2, 13,500 SQUARE FEET AREA:ACTUAL = 223 SQUARE FEET (EQUIPMENT ROOM 129 SQUARE FEET & GENERATOR ROOM 94 SQUARE FEET).HEIGHT & AREA LIMITATIONS:ACCESSORY STORAGE AREA/MECHANICAL EQUIPMENT ROOM, 300 GROSS SQUARE FEET/OCCUPANT:ACTUAL = 1 OCCUPANT EACH ROOM.OCCUPANCY LOAD:DOORS SIZED PER OCCUPANT LOAD AND/OR MINIMUM 32” WIDTH & MAXIMUM 48” WIDTH.EXIT AND EXIT ACCESS DOORWAYS, TWO REQUIRED IF OCCUPANT LOAD EXCEEDS 29 PER STORAGE OCCUPANCY.ACTUAL = ONE DOOR EACH SPACE, EQUIPMENT ROOM 3'-0” WIDE & GENERATOR ROOM 4'-0” WIDE.MEANS OF EGRESS:COMMON PATH OF EGRESS TRAVEL, STORAGE, 100 FEET NONSPRINKLERED ≤ 30 OCCUPANTS.EXIT ACCESS TRAVEL DISTANCE, STORAGE, 300 FEET NONSPRINKLERED.ACTUAL = 24 FEET MAXIMUM.TRAVEL DISTANCE:EXCEPTION FOR BUILDINGS THAT ARE NORMALLY UNOCCUPIED NEED NOT BE PROVIDED WITH RESTROOM FACILITIES(PER SECTION 2902.1).PLUMBING FIXTURES:EXCEPTION FOR EQUIPMENT SPACES FREQUENTED ONLY BY PERSONNEL FOR MAINTENANCE, REPAIR ORMONITORING OF EQUIPMENT, INCLUDING COMMUNICATIONS EQUIPMENT (PER SECTION 1103.2.9).ACCESSIBILITY:EXISTING PARKING ADEQUATE FOR EQUIPMENT SPACES FREQUENTED ONLY BY PERSONNEL FOR OCCASIONALMAINTENANCE, REPAIR OR MONITORING OF EQUIPMENT.PARKING:ENGINE & GAS TURBINE-POWERED EQUIPMENT & APPLIANCES (PER INTERNATIONAL MECHANICAL CODE, SECTION915.1) REFERENCES NFPA 37 "STANDARD FOR THE INSTALLATION AND USE OF STATIONARY COMBUSTION ENGINESAND GAS TURBINES".ENGINE ROOMS WITHIN STRUCTURES SHALL HAVE INTERIOR WALLS, FLOORS AND CEILINGS OF AT LEAST1-HOUR FIRE RESISTANCE RATING.ACTUAL = 2-HOUR RATED WALL & 1-HOUR RATED CEILING IN GENERATOR ROOM.FUEL TANKS WITHIN STRUCTURES SHALL BE PROVIDED WITH SPILL CONTAINMENT HAVING A CAPACITYEQUAL TO THAT OF THE LARGEST SURROUNDED TANK. ACTUAL = 255 GALLON CONTAINMENT FOR MAXIMUM 210 GALLON TANK.EXHAUST PIPES SHALL HAVE CLEARANCES OF AT LEAST 9” TO ADJACENT COMBUSTIBLE MATERIALS.ACTUAL = MINIMUM 9 INCHES PROVIDED.EXHAUST PIPES PASSING DIRECTLY THROUGH COMBUSTIBLE WALLS SHALL HAVE A METAL VENTILATEDTHIMBLE NOT LESS THAN 12” LARGER IN DIAMETER THAN EXHAUST PIPE.ACTUAL = MINIMUM 12” LARGER IN DIAMETER THAN EXHAUST PIPE PROVIDED.EYE WASH PROVIDED (PER OCCUPATIONAL SAFETY & HEATLH ADMINISTRATION, SECTION 1910.151.C).PORTABLE FIRE EXTINGUISHER PROVIDED (PER INTERNATIONAL FIRE CODE, SECTION 906.1).EQUIPMENT ROOM VENTILATION PROVIDED (PER INTERNATIONAL FIRE CODE, SECTION 608.6.1).SIGNAGE AND SMOKE DETECTION BY BUILDING OWNER (PER INTERNATIONAL FIRE CODE, SECTIONS 608.7/608.9).ADDITIONAL STANDARDS:CODE SUMMARY (CONTINUED)LIFE SAFETY PLANMIN EULER NEW BUILDDate:I hereby certify that this plan,specification or report wasprepared by me or under my directsupervision and that I am a dulyLicensed Architect underthe laws of the state of MINNESOTA.ROBERT J. DAVIS, Reg. No. 12427Signed:07/11/2022222 WWHYDWEHE TH104 5 10 5 110511 0 51 1049105010501 0 4 9 1 0 4 8 104 6 1045 10471048104910481 0 4 7 1043 1042 1041 10451040103510371043100810061009101010111008101010111020101410201025102310131010 10 4 4 10 4 5 1046 1049 1046 1050 XXXXXXXXXX104 5 104 3 1047 1048 10 5 11051105110491050 10501 0 4 9 1 0 4 8 1046 1045 10471048104910481 0 4 7 1046 1045 1044 1043 1042 1041 1045104010351037 10431008100610091010101110081010101110201025102310131010 1040 10 3 8 1037 103 5 1033 1035 1037 1039 1040 1010 1014 10191007 102010101003102510291000 10011001 9973 VALLEY VIEW RD.EDEN PRAIRIE, MN 55344(952) 903-9299DESIGN10801 BUSH LAKE ROADBLOOMINGTON, MN 55438(952) 946-4700 PROJECT DRAWN BY:DATE:CHECKED BY:MINEULER6581 PEACEFUL LANECHANHASSEN, MN 5531720171566547 LOC. CODE: 443890 WWW.DESIGN1EP.COMREV. A08.18.17KYLE M07.24.17BRIAN SREV. B09.12.17REV. C02.22.18REV. D08.09.18REV. E01.21.19REV. F02.12.19REV. G04.10.19REV.008.09.19REV.107.08.22SHEET CONTENTS:A-1SITE PLANSCALE:1SITE PLAN1" = 40'-0"NORTHFROST DEPTHDESIGN = 4'-0"DETAIL INDEXDETAIL INDEXDETAILDETAIL DESCRIPTION1.15.18.19.12.1BOLLARD DETAILFENCE SECTION (DETAIL 1) MATCH EXISTING ROAD SECTION (DETAIL 1 - SIMILAR, SEE SPECIFICATIONS)TELCO ENTRY DETAILCMPH DETAIL12.1METER PEDESTAL DETAIL (DETAIL 2)NOTES:EXISTING UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE.AND NOT ALL UTILITIES MAY BE SHOWN. CONTRACTOR IS RESPONSIBLETO NOT DAMAGE UNDERGROUND UTILITIES AND MUST CONDUCT BOTHPUBLIC AND PRIVATE UTILITY LOCATES BEFORE EXCAVATING.CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED BY CONSTRUCTIONTO PRECONSTRUCTION CONDITIONS OR BETTER.SCALE:3EXISTING CONDITIONNONESCALE:2EXISTING CONDITION (BIRDS EYE VIEW)NONE3A-12U-1GENERATOR TYPE:DIESEL "30REOZK"1A-1.11A-2GROUNDING DETAIL INDEXDETAILDETAIL DESCRIPTION11.1TEST WELL DETAIL GROUND RING & ROD DETAILREBAR GROUNDING DETAILCONDUIT DETAILTYPICAL GROUNDING CABLE BRIDGE DETAIL (SIM) 11.311.411.511.2SHELTER HALO DETAILDate:I hereby certify that this plan,specification or report wasprepared by me or under my directsupervision and that I am a dulyLicensed Architect underthe laws of the state of MINNESOTA.ROBERT J. DAVIS, Reg. No. 12427Signed:07/11/2022223 10461047 10501049 10501048 104710481049105010451044 10491048104710461045 1044 1043 1042 1041 1041 1040 1039 1038 1037 9973 VALLEY VIEW RD.EDEN PRAIRIE, MN 55344(952) 903-9299DESIGN10801 BUSH LAKE ROADBLOOMINGTON, MN 55438(952) 946-4700 PROJECT DRAWN BY:DATE:CHECKED BY:MINEULER6581 PEACEFUL LANECHANHASSEN, MN 5531720171566547 LOC. CODE: 443890 WWW.DESIGN1EP.COMREV. A08.18.17KYLE M07.24.17BRIAN SREV. B09.12.17REV. C02.22.18REV. D08.09.18REV. E01.21.19REV. F02.12.19REV. G04.10.19REV.008.09.19REV.107.08.22SHEET CONTENTS:A-1.1GRADING AND LANDSCAPING PLANSCALE:1GRADING & LANDSCAPING PLAN1" = 10'-0"NORTHSCALE:3EROSION CONTROL FENCENOT TO SCALESCALE:2TREE PLANTING DETAIL1/2" = 1'-0"3A-1.1Date:I hereby certify that this plan,specification or report wasprepared by me or under my directsupervision and that I am a dulyLicensed Architect underthe laws of the state of MINNESOTA.ROBERT J. DAVIS, Reg. No. 12427Signed:07/11/2022224 SHEET CONTENTS:A-2ENLARGED SITE PLAN9973 VALLEY VIEW RD.EDEN PRAIRIE, MN 55344(952) 903-9299DESIGN10801 BUSH LAKE ROADBLOOMINGTON, MN 55438(952) 946-4700 PROJECT DRAWN BY:DATE:CHECKED BY:MINEULER6581 PEACEFUL LANECHANHASSEN, MN 5531720171566547 LOC. CODE: 443890 WWW.DESIGN1EP.COMREV. A08.18.17KYLE M07.24.17BRIAN SREV. B09.12.17REV. C02.22.18REV. D08.09.18REV. E01.21.19REV. F02.12.19REV. G04.10.19REV.008.09.19REV.107.08.22SCALE:1ENLARGED SITE PLAN1/8" = 1'-0"NORTH4A-4.1SCALE:2CONCRETE APRON DETAIL1/2" = 1'-0"2A - 2TYPICALDate:I hereby certify that this plan,specification or report wasprepared by me or under my directsupervision and that I am a dulyLicensed Architect underthe laws of the state of MINNESOTA.ROBERT J. DAVIS, Reg. No. 12427Signed:07/11/2022225 9973 VALLEY VIEW RD.EDEN PRAIRIE, MN 55344(952) 903-9299DESIGN10801 BUSH LAKE ROADBLOOMINGTON, MN 55438(952) 946-4700 PROJECT DRAWN BY:DATE:CHECKED BY:MINEULER6581 PEACEFUL LANECHANHASSEN, MN 5531720171566547 LOC. CODE: 443890 WWW.DESIGN1EP.COMREV. A08.18.17KYLE M07.24.17BRIAN SREV. B09.12.17REV. C02.22.18REV. D08.09.18REV. E01.21.19REV. F02.12.19REV. G04.10.19REV.008.09.19REV.107.08.22SHEET CONTENTS:A-2.1ROOF PLAN AND DETAILSSCALE:2CABLE MOUNTING DETAIL1" = 1'-0"SCALE:3CABLE MOUNTING DETAIL1" = 1'-0"SCALE:4EXISTING CONDITIONNONESCALE:1ROOF PLAN3/32"= 1'-0"NORTH1A-32A-35A-32A-2.1TYPICAL4A-2.12A-2.1TYPICALDate:I hereby certify that this plan,specification or report wasprepared by me or under my directsupervision and that I am a dulyLicensed Architect underthe laws of the state of MINNESOTA.ROBERT J. DAVIS, Reg. No. 12427Signed:07/11/2022226 A-39973 VALLEY VIEW RD.EDEN PRAIRIE, MN 55344(952) 903-9299DESIGN10801 BUSH LAKE ROADBLOOMINGTON, MN 55438(952) 946-4700 PROJECT DRAWN BY:DATE:CHECKED BY:MINEULER6581 PEACEFUL LANECHANHASSEN, MN 5531720171566547 LOC. CODE: 443890 WWW.DESIGN1EP.COMREV. A08.18.17KYLE M07.24.17BRIAN SREV. B09.12.17REV. C02.22.18REV. D08.09.18REV. E01.21.19REV. F02.12.19REV. G04.10.19REV.008.09.19REV.107.08.22SHEET CONTENTS:COAX & ANTENNA KEYCABLE BRIDGE PLANANTENNA MOUNTING DETAILSCALE:4ANTENNA KEYNONESCALE:3COAX KEYNONESCALE:1ANTENNA MOUNTING DETAIL3/8" = 1'-0"SCALE:2ANTENNA MOUNTING DETAIL3/8" = 1'-0"SCALE:5ANTENNA MOUNTING DETAIL1/4" = 1'-0"1A-4TYPICAL2A-4TYPICALNORTHNORTHNORTHSCALE:6CABLE BRIDGE PLAN3/8" = 1'-0"1A-4.1Date:I hereby certify that this plan,specification or report wasprepared by me or under my directsupervision and that I am a dulyLicensed Architect underthe laws of the state of MINNESOTA.ROBERT J. DAVIS, Reg. No. 12427Signed:07/11/2022227 9973 VALLEY VIEW RD.EDEN PRAIRIE, MN 55344(952) 903-9299DESIGN10801 BUSH LAKE ROADBLOOMINGTON, MN 55438(952) 946-4700 PROJECT DRAWN BY:DATE:CHECKED BY:MINEULER6581 PEACEFUL LANECHANHASSEN, MN 5531720171566547 LOC. CODE: 443890 WWW.DESIGN1EP.COMREV. A08.18.17KYLE M07.24.17BRIAN SREV. B09.12.17REV. C02.22.18REV. D08.09.18REV. E01.21.19REV. F02.12.19REV. G04.10.19REV.008.09.19REV.107.08.22SHEET CONTENTS:A-4ELEVATIONS AND DETAILSSCALE:3PROPOSED SHROUD DETAILNONESCALE:5EXISTING CONDITIONNONESCALE:1ANTENNA MOUNTING DETAIL3/8" = 1'-0"SCALE:2DIST. BOX MOUNTING DETAIL3/8" = 1'-0"SCALE:4ANTENNA MOUNTING DETAIL3/8" = 1'-0"3A-4.13A-2.1TYPICAL2A-4.13A - 4 TYPICAL”Date:I hereby certify that this plan,specification or report wasprepared by me or under my directsupervision and that I am a dulyLicensed Architect underthe laws of the state of MINNESOTA.ROBERT J. DAVIS, Reg. No. 12427Signed:07/11/2022228 9973 VALLEY VIEW RD.EDEN PRAIRIE, MN 55344(952) 903-9299DESIGN10801 BUSH LAKE ROADBLOOMINGTON, MN 55438(952) 946-4700 PROJECT DRAWN BY:DATE:CHECKED BY:MINEULER6581 PEACEFUL LANECHANHASSEN, MN 5531720171566547 LOC. CODE: 443890 WWW.DESIGN1EP.COMREV. A08.18.17KYLE M07.24.17BRIAN SREV. B09.12.17REV. C02.22.18REV. D08.09.18REV. E01.21.19REV. F02.12.19REV. G04.10.19REV.008.09.19REV.107.08.22SHEET CONTENTS:A-4.1MISC. DETAILSSCALE:2CABLE BRIDGE SECTION3/8" = 1'-0"SCALE:1CABLE BRIDGE ELEVATION1/4" = 1'-0"SCALE:3SECTION3/8" = 1'-0"3A-2.1TYPICALSCALE:4CABLE SHROUD DETAIL3/8" = 1'-0"SCALE:5CABLE SHROUD DETAIL3/8" = 1'-0"SCALE:6CABLE SHROUD DETAIL3/8" = 1'-0"4A-4.1TYPICAL5A-4.1TYPICAL6A-4.1TYPICAL2A-4.1Date:I hereby certify that this plan,specification or report wasprepared by me or under my directsupervision and that I am a dulyLicensed Architect underthe laws of the state of MINNESOTA.ROBERT J. DAVIS, Reg. No. 12427Signed:07/11/2022229 EQUIPMENT ROOMGENERATOR ROOM9973 VALLEY VIEW RD.EDEN PRAIRIE, MN 55344(952) 903-9299DESIGN10801 BUSH LAKE ROADBLOOMINGTON, MN 55438(952) 946-4700 PROJECT DRAWN BY:DATE:CHECKED BY:MINEULER6581 PEACEFUL LANECHANHASSEN, MN 5531720171566547 LOC. CODE: 443890 WWW.DESIGN1EP.COMREV. A08.18.17KYLE M07.24.17BRIAN SREV. B09.12.17REV. C02.22.18REV. D08.09.18REV. E01.21.19REV. F02.12.19REV. G04.10.19REV.008.09.19REV.107.08.22SHEET CONTENTS:A-4.2SCALE:2FLOOR PLAN1/8" = 1'-0"NORTHSCALE:6NORTH ELEVATION1/8" = 1'-0"SCALE:3EAST ELEVATION1/8" = 1'-0"SCALE:7SOUTH ELEVATION1/8" = 1'-0"SCALE:4WEST ELEVATION1/8" = 1'-0"SCALE:1FOUNDATION PLAN1/8" = 1'-0"SCALE:8EXISTING SHELTER (REFERENCE ONLY)N/A●●●●SCALE:5SCROLL FAN DETAIL1" = 1'-0"NORTHFLOOR PLANELEVATIONS7A-4.24A-4.23A-4.26A-4.2Date:I hereby certify that this plan,specification or report wasprepared by me or under my directsupervision and that I am a dulyLicensed Architect underthe laws of the state of MINNESOTA.ROBERT J. DAVIS, Reg. No. 12427Signed:07/11/2022230 ROOF CONSTRUCTIONWALL CONSTRUCTIONROOF CONSTRUCTIONEQUIPMENTROOMGENERATOR ROOM9973 VALLEY VIEW RD.EDEN PRAIRIE, MN 55344(952) 903-9299DESIGN10801 BUSH LAKE ROADBLOOMINGTON, MN 55438(952) 946-4700 PROJECT DRAWN BY:DATE:CHECKED BY:MINEULER6581 PEACEFUL LANECHANHASSEN, MN 5531720171566547 LOC. CODE: 443890 WWW.DESIGN1EP.COMREV. A08.18.17KYLE M07.24.17BRIAN SREV. B09.12.17REV. C02.22.18REV. D08.09.18REV. E01.21.19REV. F02.12.19REV. G04.10.19REV.008.09.19REV.107.08.22SHEET CONTENTS:A-4.3SCALE:1BUILDING SECTION1/4" = 1'-0"SECTIONS AND DETAILSSCALE:6DOOR (JAMB SIM.) HEAD DETAIL3/4" = 1'-0"SCALE:5INTERIOR WALL SECTION3/4" = 1'-0"SCALE:7RAKE DETAIL1/2" = 1'-0"SCALE:3FOUNDATION SECTION1/2" = 1'-0"SCALE:4SOFFIT DETAIL1/2" = 1'-0"SCALE:2SECTION3/4" = 1'-0"Date:I hereby certify that this plan,specification or report wasprepared by me or under my directsupervision and that I am a dulyLicensed Architect underthe laws of the state of MINNESOTA.ROBERT J. DAVIS, Reg. No. 12427Signed:07/11/2022231 9973 VALLEY VIEW RD.EDEN PRAIRIE, MN 55344(952) 903-9299DESIGN10801 BUSH LAKE ROADBLOOMINGTON, MN 55438(952) 946-4700 PROJECT DRAWN BY:DATE:CHECKED BY:MINEULER6581 PEACEFUL LANECHANHASSEN, MN 5531720171566547 LOC. CODE: 443890 WWW.DESIGN1EP.COMREV. A08.18.17KYLE M07.24.17BRIAN SREV. B09.12.17REV. C02.22.18REV. D08.09.18REV. E01.21.19REV. F02.12.19REV. G04.10.19REV.008.09.19REV.107.08.22SHEET CONTENTS:A-4.4SCALE:4PARTIAL FLOOR PLAN1/4" = 1'-0"NORTHSCALE:5WALL SECTION @ HVAC UNITS1/4" = 1'-0"PARTIAL FLOOR PLANSECTIONS AND DETAILSGENERATOR SECTIONSSCALE:1GENERATOR SECTION3/8" = 1'-0"SCALE:2GENERATOR SECTION1/2" = 1'-0"SCALE:3GENERATOR REFERENCE PHOTONONE5A-4.4NOTE:1). GENERATOR MATERIALS ANDINSTALLATION PER MANUFACTURER'SSPECIFICATIONS AND NFPA 37.2). CONTRACTOR TO VERIFY ALL MATERIALSAND DIMENSIONS W/ GENERATOR PROVIDERBY OWNERDate:I hereby certify that this plan,specification or report wasprepared by me or under my directsupervision and that I am a dulyLicensed Architect underthe laws of the state of MINNESOTA.ROBERT J. DAVIS, Reg. No. 12427Signed:07/11/2022232 ······ A-59973 VALLEY VIEW RD.EDEN PRAIRIE, MN 55344(952) 903-9299DESIGN10801 BUSH LAKE ROADBLOOMINGTON, MN 55438(952) 946-4700 PROJECT DRAWN BY:DATE:CHECKED BY:MINEULER6581 PEACEFUL LANECHANHASSEN, MN 5531720171566547 LOC. CODE: 443890 WWW.DESIGN1EP.COMREV. A08.18.17KYLE M07.24.17BRIAN SREV. B09.12.17REV. C02.22.18REV. D08.09.18REV. E01.21.19REV. F02.12.19REV. G04.10.19REV.008.09.19REV.107.08.22SHEET CONTENTS:OUTLINE SPECIFICATIONSDate:I hereby certify that this plan,specification or report wasprepared by me or under my directsupervision and that I am a dulyLicensed Architect underthe laws of the state of MINNESOTA.ROBERT J. DAVIS, Reg. No. 12427Signed:07/11/2022233 ····●●●A-5.19973 VALLEY VIEW RD.EDEN PRAIRIE, MN 55344(952) 903-9299DESIGN10801 BUSH LAKE ROADBLOOMINGTON, MN 55438(952) 946-4700 PROJECT DRAWN BY:DATE:CHECKED BY:MINEULER6581 PEACEFUL LANECHANHASSEN, MN 5531720171566547 LOC. CODE: 443890 WWW.DESIGN1EP.COMREV. A08.18.17KYLE M07.24.17BRIAN SREV. B09.12.17REV. C02.22.18REV. D08.09.18REV. E01.21.19REV. F02.12.19REV. G04.10.19REV.008.09.19REV.107.08.22SHEET CONTENTS:OUTLINE SPECIFICATIONSDate:I hereby certify that this plan,specification or report wasprepared by me or under my directsupervision and that I am a dulyLicensed Architect underthe laws of the state of MINNESOTA.ROBERT J. DAVIS, Reg. No. 12427Signed:07/11/2022234 A-69973 VALLEY VIEW RD.EDEN PRAIRIE, MN 55344(952) 903-9299DESIGN10801 BUSH LAKE ROADBLOOMINGTON, MN 55438(612) 720-0052PROJECT MINEULERPEACEFUL LANECHANHASSEN, MN 5531720171566547 LOC. CODE: 443890 WWW.DESIGN1EP.COMSHEET CONTENTS:BSI REFERENCE DRAWINGDRAWN BY:DATE:CHECKED BY:REV. A08.18.17KYLE M07.24.17BRIAN SREV. B09.12.17REV. C02.22.18REV. D08.09.18REV. F02.12.19REV. E01.21.19REV. G04.10.22REV. 008.09.18REV. 106.22.22Date:I hereby certify that this plan,specification or report wasprepared by me or under my directsupervision and that I am a dulyLicensed Architect underthe laws of the state of MINNESOTA.ROBERT J. DAVIS, Reg. No. 12427Signed:07/11/2022235 9973 VALLEY VIEW RD.EDEN PRAIRIE, MN 55344(952) 903-9299DESIGN10801 BUSH LAKE ROADBLOOMINGTON, MN 55438(952) 946-4700 PROJECT DRAWN BY:DATE:CHECKED BY:MINEULER6581 PEACEFUL LANECHANHASSEN, MN 5531720171566547 LOC. CODE: 443890 WWW.DESIGN1EP.COMREV. A08.18.17KYLE M07.24.17BRIAN SREV. B09.12.17REV. C02.22.18REV. D08.09.18REV. E01.21.19REV. F02.12.19REV. G04.10.19REV.008.09.19REV.107.08.22SHEET CONTENTS:G-2SCALE:1GROUNDING PLANNONENORTHGROUNDING PLANGROUNDING DETAILSGROUNDING DETAIL INDEXDETAILDETAIL DESCRIPTION11.1TEST WELL DETAIL GROUND RING & ROD DETAILREBAR GROUNDING DETAILCONDUIT DETAILTYPICAL GROUNDING CABLE BRIDGE DETAIL (SIM) 11.311.411.5SCALE:4GROUNDING PLANNONESCALE:3GROUNDING PLANNONESCALE:2GROUNDING PLANNONESCALE:5GROUNDING KEY PLANNONE1G-24G-22G-23G-2SCALE:6GROUNDING PLANNONENORTH6G-211.2SHELTER HALO DETAILDate:I hereby certify that this plan,specification or report wasprepared by me or under my directsupervision and that I am a dulyLicensed Architect underthe laws of the state of MINNESOTA.ROBERT J. DAVIS, Reg. No. 12427Signed:07/11/2022236 GENERAL GROUNDING NOTES:SYMBOL AND NOTE LEGEND9973 VALLEY VIEW RD.EDEN PRAIRIE, MN 55344(952) 903-9299DESIGN10801 BUSH LAKE ROADBLOOMINGTON, MN 55438(952) 946-4700 PROJECT DRAWN BY:DATE:CHECKED BY:MINEULER6581 PEACEFUL LANECHANHASSEN, MN 5531720171566547 LOC. CODE: 443890 WWW.DESIGN1EP.COMREV. A08.18.17KYLE M07.24.17BRIAN SREV. B09.12.17REV. C02.22.18REV. D08.09.18REV. E01.21.19REV. F02.12.19REV. G04.10.19REV.008.09.19REV.107.08.22SHEET CONTENTS:G-1GROUNDING NOTESSCALE:1EXOTHERMIC WELD DETAILSNONESCALE:2COMPRESSION CONNECTOR DETAILSNONEDate:I hereby certify that this plan,specification or report wasprepared by me or under my directsupervision and that I am a dulyLicensed Architect underthe laws of the state of MINNESOTA.ROBERT J. DAVIS, Reg. No. 12427Signed:07/11/2022237 O H E O H E O H E OHE OHE OHE OHE OHE OHE OHEOHEOHEOHEOHEOHEOHEOHEOHE OHE OHE OHE OHE OHEUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGT UGTUGTUGTUGTUGT UGT UGT UGT UGT UGT UGTUGTUGTUGTUGTUGE UGEUGE UGE UGE UGE UGEUGEUGEUGEUGEUGEUGEUGEUGE UGEUGEUGEUGEUGTU G E UGE UGEUGEUGEUGEUGEUGTUGTUGTUGTUGTUGT U G T UGEUGEUGEWWHYDWEHE THOHEOHE OHE OHE OHE OHE OHE OHE OHE OHEUGEUGEUGEUGE UGEUGTUGEXXXXXXXXXX9973 VALLEY VIEW RD.EDEN PRAIRIE, MN 55344(952) 903-9299DESIGN10801 BUSH LAKE ROADBLOOMINGTON, MN 55438(952) 946-4700 PROJECT DRAWN BY:DATE:CHECKED BY:MINEULER6581 PEACEFUL LANECHANHASSEN, MN 5531720171566547 LOC. CODE: 443890 WWW.DESIGN1EP.COMREV. A08.18.17KYLE M07.24.17BRIAN SREV. B09.12.17REV. C02.22.18REV. D08.09.18REV. E01.21.19REV. F02.12.19REV. G04.10.19REV.008.09.19REV.107.08.22SHEET CONTENTS:SCALE:1SITE UTILITY PLAN1" = 40'-0"NORTHU-1SITE UTILITY PLANPULLBOX LOCATION PLANSCALE:2PULLBOX LOCATION PLAN3/32" = 1'-0"NORTHPOWER TYPE:120/240V, SINGLEPHASE, 200 AMPS1U-2SCALE:3EXISTING CONDITIONNONE3U-1SCALE:4EXISTING CONDITIONNONE4U-12U-1Date:I hereby certify that this plan,specification or report wasprepared by me or under my directsupervision and that I am a dulyLicensed Architect underthe laws of the state of MINNESOTA.ROBERT J. DAVIS, Reg. No. 12427Signed:07/11/2022238 UGTUGTUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGTUGTUGTUGTUGTUGTUGTUGT UGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGEUGEUGEUGE UGEEHUGEUGEUGEUGEUGEUGTUGTUGTUGTUGTUGT UGEUGEUGEUGE UGTUGTU G TUGEUGEUGE UGEUGEUGEUGEUGEUGEUGTUGTUGTUGTUGTUGTUGTUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGTUGTUGTUGTUGTUGTUGTUGEUGEUGEUGE9973 VALLEY VIEW RD.EDEN PRAIRIE, MN 55344(952) 903-9299DESIGN10801 BUSH LAKE ROADBLOOMINGTON, MN 55438(952) 946-4700 PROJECT DRAWN BY:DATE:CHECKED BY:MINEULER6581 PEACEFUL LANECHANHASSEN, MN 5531720171566547 LOC. CODE: 443890 WWW.DESIGN1EP.COMREV. A08.18.17KYLE M07.24.17BRIAN SREV. B09.12.17REV. C02.22.18REV. D08.09.18REV. E01.21.19REV. F02.12.19REV. G04.10.19REV.008.09.19REV.107.08.22SHEET CONTENTS:SCALE:1SITE UTILITY PLAN3/32" - 1'-0"NORTHU-2ENLARGED SITE UTILITY PLANPULLBOX PLANSCALE:2ENLARGED SITE UTILITY PLAN3/16" - 1'-0"NORTH2U-2Date:I hereby certify that this plan,specification or report wasprepared by me or under my directsupervision and that I am a dulyLicensed Architect underthe laws of the state of MINNESOTA.ROBERT J. DAVIS, Reg. No. 12427Signed:07/11/2022239 240 241 242 243 UGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGT UGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGTUGTUGTUG E U G E U G E U G E UGE UGE UGE UGE UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGT UGT UGT UGT U G T U G T U G T UG T UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGETEEHE TH710 4 5 104 3 10 4 6 1047 1048 10 5 11051105110491050 10501 0 4 9 1 0 4 8 1046 1045 10471048104910481 0 4 7 1040 1043 LANDSPACEMIN EULERCarver County, MN0494A2278.002No.DateREVISIONSByCHKAPP'DSMKJPB/JMBFIELD WORK: 5/18/17 & 7/30/18CHECKED BY:DRAWN BY:© 2018 WIDSETH SMITH NOLTINGLEGENDHALF SCALE ON 11"x17"FULL SCALE ON 22"x34"SITE NAME: DESIGNSITE SURVEYI HEREBY CERTIFY THAT THIS DOCUMENT WASPREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED LAND SURVEYORUNDER THE LAWS OF THE STATE OF MINNESOTA.WIDSETH SMITH NOLTINGEngineering | Architecture | Surveying | EnvironmentalCHAIN LINK FENCEUGEUNDERGROUND ELECEFENCE POSTELECTRIC POLEELECTRIC METERNORTHDETAIL0SCALE ( IN FEET )1020BUILDING WALL HATCHCONCRETE SURFACEGRAVEL SURFACEUGTUNDERGROUND TELESTORM SEWEREDGE OF WOODSTELE PEDESTALTELEC HANDHOLEEHSHEET 1 OF 2 SHEETSGUARD POSTGROUND ACCESS COVERTHTELE HANDHOLEEASEMENT LINELAND SPACECENTERLINELAND SPACE DESCRIPTION:ACCESS & UTILITIES RIGHTS OF WAY DESCRIPTION:UTILITIES RIGHTS OF WAY DESCRIPTION:18/7/18ADDED ADDITIONAL TOPOGRAPHYJMBSMKSMKWATERMAIN24/10/19ADDED 10' WIDE UTILITIES RIGHTS OF WAYJMBSMKSMK244 LAKE LUCY ROADC.S.A.H. NO. 17 POWERS BLVD.CHRISTMASLAKELAKELUCYOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OHE OHE OHE OHE OHE OHE OHE OHE OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEGASGASGASGASGASGASGASGASFOCFOCUGTUGTUGTUGTUGTUGTUGT UGTUGTUGTUGTUGTUGTUGTUGTUGTUGT UGT UGT UGT UGT UGT UGTUGTUGTUGTUGTUGTUGEUGEUGE UGE UGE UGE UGE UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGTU G E UGE UGEUGEUGEUGEUGEUGTUGTUGTUGTUGTUGTUGT UGT U G T UGEUGEUGEUGELAKE LUCY ROADWWHYDWT TEEHE THCOUNTY STATE AID HIGHWAY NO. 17(POWERS BOULEVARD)LAKE LUCY ROAD7PID=258700061CITY OF CHANHASSEN10 4 5 104 3 10 4 6 1047 1048 10 5 11051105110491050 10501 0 4 9 1 0 4 8 1046 1045 10471048104910481 0 4 7 1046 1045 1044 1043 1042 1041 1040 1035 1036 1043 1008 10061009101010111008101010111020 102510231010 LANDSPACEFOC FOC FOCXXXXXXXXXXX 1040 10 3 8 1037 103 5 103 2 103 0 1033 1035 1037 1039 1040 1028 10101014 1020 1010101010031030100010011001 NORTHVICINITY MAP1"=600'EXISTINGWATERTANKSITEMIN EULERCarver County, MN0494A2278.002No.DateREVISIONSByCHKAPP'DSMKJPB/JMBFIELD WORK: 5/18/17 & 7/30/18CHECKED BY:DRAWN BY:0SCALE ( IN FEET )3060© 2019 WIDSETH SMITH NOLTINGLEGENDHALF SCALE ON 11"x17"FULL SCALE ON 22"x34"SITE NAME: NORTHSURVEYOR NOTES:ORIENTATION OF THIS BEARING SYSTEM ISBASED ON THE CARVER COUNTY COORDINATESYSTEM NAD83 (1986)DESIGNBOUNDARY LINERIGHT OF WAY LINE= DENOTES A FOUND SECTION CORNERMONUMENTSECTION LINEQUARTER LINESIXTEENTH LINEI HEREBY CERTIFY THAT THIS DOCUMENT WASPREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED LAND SURVEYORUNDER THE LAWS OF THE STATE OF MINNESOTA.WIDSETH SMITH NOLTINGEngineering | Architecture | Surveying | EnvironmentalFOCUNDERGROUND FIBERCHAIN LINK FENCE= DENOTES A FOUND IRON MONUMENTUGEUNDERGROUND ELECTRICOHEOVERHEAD ELECTRICGRIDNORTHGEODETICNORTHMAGNETICNORTHESIGN-SINGLE POSTFENCE POSTGUY ANCHORELECTRIC POLEELECTRIC METERBUILDING WALL HATCHCONCRETE SURFACEGRAVEL SURFACELOT LINEGASUGTUNDERGROUND TELEUNDERGROUND GASSTORM SEWEREDGE OF WOODSTELE PEDESTALTWATER VALVEWATER HYDRANTELEC LIGHT POLEHYD WELEC TRANSFORMER BOXTREE DECIDUOUSELEC HANDHOLEEHSHEET 2 OF 2 SHEETSGUARD POSTGROUND ACCESS COVEREASEMENT LINETHTELE HANDHOLELAND SPACECENTERLINELANDSPACESITE SURVEYWATERMAINXXXXXBARBED FENCEGUARD RAIL18/7/18ADDED ADDITIONAL TOPOGRAPHYJMBSMKSMK24/10/19ADDED 10' WIDE UTILITIES RIGHTS OF WAYJMBSMKSMK245 246 DESIGN 9973 VALLEY VIEW ROAD EDEN PRAIRIE, MN 55344 (952) 903-9299 WWW.DESIGN1EP.COM BOLLARD DETAIL STD 1.110801 BUSH LAKE ROAD BLOOMINGTON, MN 55438 (612) 720-0052 VERIZON WIRELESS 247 DESIGN 9973 VALLEY VIEW ROAD EDEN PRAIRIE, MN 55344 (952) 903-9299 WWW.DESIGN1EP.COM FENCE SECTION STD 2.110801 BUSH LAKE ROAD BLOOMINGTON, MN 55438 (612) 720-0052 VERIZON WIRELESS SCALE:1 FENCE SECTION (7' - 0") NONE SCALE:2 FENCE SECTION (6' - 0") NONE 248 DESIGN 9973 VALLEY VIEW ROAD EDEN PRAIRIE, MN 55344 (952) 903-9299 WWW.DESIGN1EP.COM DRIVEWAY SECTION STD 5.110801 BUSH LAKE ROAD BLOOMINGTON, MN 55438 (612) 720-0052 VERIZON WIRELESS SCALE:1 DRIVEWAY SECTION NONE SCALE:2 DRIVEWAY SECTION NONE SCALE:3 DRIVEWAY SECTION NONE 249 DESIGN 9973 VALLEY VIEW ROAD EDEN PRAIRIE, MN 55344 (952) 903-9299 WWW.DESIGN1EP.COM TELCO ENTRY DETAIL STD 8.110801 BUSH LAKE ROAD BLOOMINGTON, MN 55438 (612) 720-0052 VERIZON WIRELESS SCALE:1 TELCO ENTRY DETAIL - WEATHER TIGHT ENCLOSURE NONE 250 DESIGN 9973 VALLEY VIEW ROAD EDEN PRAIRIE, MN 55344 (952) 903-9299 WWW.DESIGN1EP.COM CMPH DETAIL STD 9.110801 BUSH LAKE ROAD BLOOMINGTON, MN 55438 (612) 720-0052 VERIZON WIRELESS SCALE:1 CMPH PEDESTAL 1/2" = 1'-0" 251 DESIGN 9973 VALLEY VIEW ROAD EDEN PRAIRIE, MN 55344 (952) 903-9299 WWW.DESIGN1EP.COM TEST WELL DETAIL STD 11.110801 BUSH LAKE ROAD BLOOMINGTON, MN 55438 (612) 720-0052 VERIZON WIRELESS GROUND RING & ROD SCALE:2 GROUND RING & ROD DETAIL NONE DETAIL SCALE:1 TEST WELL DETAIL NONE 252 DESIGN 9973 VALLEY VIEW ROAD EDEN PRAIRIE, MN 55344 (952) 903-9299 WWW.DESIGN1EP.COM SHELTER HALO DETAIL STD 11.210801 BUSH LAKE ROAD BLOOMINGTON, MN 55438 (612) 720-0052 VERIZON WIRELESS SCALE:1 SHELTER HALO DETAIL NONE 253 DESIGN 9973 VALLEY VIEW ROAD EDEN PRAIRIE, MN 55344 (952) 903-9299 WWW.DESIGN1EP.COM REBAR GROUNDING STD 11.310801 BUSH LAKE ROAD BLOOMINGTON, MN 55438 (612) 720-0052 VERIZON WIRELESS SCALE:1 REBAR GROUNDING DETAIL NONE DETAIL 254 DESIGN 9973 VALLEY VIEW ROAD EDEN PRAIRIE, MN 55344 (952) 903-9299 WWW.DESIGN1EP.COM CONDUIT DETAIL STD 11.410801 BUSH LAKE ROAD BLOOMINGTON, MN 55438 (612) 720-0052 VERIZON WIRELESS SCALE:2 CONCRETE STOOP PENETRATION DETAIL NONE CONCRETE STOOP PENETRATION DETAIL SCALE:1 CONDUIT DETAIL NONE 255 DESIGN 9973 VALLEY VIEW ROAD EDEN PRAIRIE, MN 55344 (952) 903-9299 WWW.DESIGN1EP.COM STD 11.510801 BUSH LAKE ROAD BLOOMINGTON, MN 55438 (612) 720-0052 VERIZON WIRELESS SCALE:1 TYPICAL CABLE BRIDGE GROUNDING DETAIL NONE TYPICAL GROUNDED CABLE BRIDGE DETAIL 256 DESIGN 9973 VALLEY VIEW ROAD EDEN PRAIRIE, MN 55344 (952) 903-9299 WWW.DESIGN1EP.COM METER PEDESTAL STD 12.110801 BUSH LAKE ROAD BLOOMINGTON, MN 55438 (612) 720-0052 VERIZON WIRELESS SCALE:1 H-FRAME DETAIL NONE SCALE:2 SINGLE POST OPTION NONE & H-FRAME DETAILS 257 City Council Item October 24, 2022 Item Authorize Execution of Stormwater Maintenance Agreement for Lots 1-3, Block 1, Erhart Farm File No.Planning Case #2021-12A Item No: D.9 Agenda Section CONSENT AGENDA Prepared By Erik Henricksen, Project Engineer Reviewed By Laurie Hokkanen SUGGESTED ACTION "The Chanhassen City Council authorizes execution of a Stormwater Maintenance Agreement with Black Cherry Development, LLC, for the purposes of perpetual obligation by said entity to maintain private stormwater best management practice (BMP) systems on the property." Motion Type Simple Majority Vote of members present Strategic Priority Development & Redevelopment SUMMARY BACKGROUND The approval of the Erhart Farm subdivision created the need to install privately owned and operated stormwater best management practice (BMP) systems. The BMP is a filtration basin. The BMP was required in order to meet City and Riley Purgatory Bluff Creek Watershed District requirements. Properly designed, installed, and maintained private stormwater systems have the capacity to allow for stormwater detention and/or infiltration. When not properly designed, installed, and/or maintained, these systems could fail to facilitate the required detention and/or infiltration of stormwater as designed. It is important to ensure that an operations and maintenance agreement is in place with the subject property owner. 258 DISCUSSION The attached Stormwater Maintenance Agreement was developed by City Staff, the City Attorney, and Black Cherry Development, LLC, as part of the conditions of the subdivision approval. Black Cherry Development, LLC has reviewed and approved this agreement. BUDGET RECOMMENDATION Staff recommends approving the execution of the Stormwater Maintenance Agreement with Black Cherry Development, LLC, for the purposes of perpetual obligation by said entity to maintain private stormwater best management practice (BMP) systems on the property. ATTACHMENTS Stormwater Operations & Maintenance Agreement 259 260 261 262 263 264 265 266 267 268 269 City Council Item October 24, 2022 Item Authorize Execution of Stormwater Maintenance Agreement with Dakota Retail, LLLP File No.Planning Case #2014-11 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 authorizes execution of a Stormwater Maintenance Agreement with Dakota Retail, LLLP, for the purposes of perpetual obligation to maintain the private stormwater best management practices (BMP) on the property." Motion Type Simple Majority Vote of members present Strategic Priority Asset Management SUMMARY BACKGROUND The approval of the Dakota Retail site plan created the need to install a privately owned and operated stormwater best management practice (BMP) system. The BMP is an underground detention/infiltration system. The BMP was required in order to meet City and Riley Purgatory Bluff Creek Watershed District requirements. Properly designed, installed, and maintained private stormwater systems have the capacity to allow for stormwater detention and/or infiltration. When not properly designed, installed, and/or maintained, these systems could fail to facilitate the required detention and/or infiltration of stormwater as designed. It is important to ensure that an operations and maintenance agreement is in place with the subject property owner. 270 DISCUSSION The attached Stormwater Maintenance Agreement was developed by City Staff, the City Attorney, and Dakota Retail, LLLP, as part of the conditions of the site plan approval. Dakota Retail, LLLP has reviewed and approved this agreement. BUDGET N/A RECOMMENDATION Staff recommends approving the Stormwater Maintenance Agreement with Dakota Retail, LLLP, for the purposes of perpetual obligation to maintain the private stormwater best management practice (BMP) systems on the property. ATTACHMENTS Stormwater Operations & Maintenance Agreement 271 STORMWATER MAINTENANCE AGRf, EMENT/ BEST MANAGEMENT PRACTICE FACILITIES THIS AGREEMENT is made and entered into as of the day of 2022, by and between DAKOTA RETAIL, LLLP, a Minnesota limited liability limited partnership, hereinafter referred to as the "Owner" and the CITY OF CHANIIASSEN, a Minnesota municipal corporation, hereinafter referred to as the "City". RECITALS A. The Owner is the owner of certain real property located in Carver County, Minnesota, legally described as follows: Lot 1, Block l, Dakota Retail ("Property"); and B. The Owner is proposing construction and implementation of a underground stormwater (Best Management Practice) BMP system within the Property; and C. The submitted permit application, hereinafter called the "Plans", which are expressly made a part hereof, as approved by the City, provides for fi ltration/infiltration of stormwater within the confines ofthe Property via a underground system; and D. The City and the Owner agree that the health, safety, and welfare ofthe residents of the City of Chanhassen, Minnesota, require that on-site stormwater managemenVBMP facilities be constructed and maintained on the Property; and E. The City requires that an on-site underground stormwater filtration/infiltration system ("stormwater Facilities") as shown on the Plans be constructed and adequately maintained by the Owner as a condition of City approval of the Amendment to Site Plan Agreement 20|4-l l; and F. The Owner is required to enter into this Agreement and grant to the City a license to enter the Property to inspect and, if necessary, complete work required under the terms ofthis Agreement. NOW, THEREFORE, in consideration of mutual covenants of the parties set forth herein and other valuable consideration, the receipt and sufTiciency of which are hereby acknowledged, the parties agree as follows: l. Owner shall construct the Stormwater Facilities in accordance with the plans and specifications identified in the Plan. 223548v2 I 272 2. Maintenance of Stormwater Improvements. A. The Owner shall adequately maintain the Stormwater Facilities in accordance with the City engineering standards for stormwater treatment facilities attached hereto as Exhibit A. This includes all pavement, pipes, channels, and other conveyances built to convey stormwater to the facility. as well as all structures, improvements. and vegetation provided to control the quantity and quality ofthe stormwater. Adequate maintenance is herein defined as good working condition so that these Stormwater Facilities are performing their design functions. B. The Owner will perform the work necessary to keep these Stormwater Facilities in good working order as appropriate. In the event a maintenance schedule for the Stormwater Facilities (including sediment removal) is outlined on the approved Plans, the schedule will be followed and comply with all applicable federal, state, and local regulations relating to the disposal of material, such as sediment. 3. Insnection and Reporting. The Owner shall inspect the Stormwater Facilities and submit an inspection report annually and shall be responsible for the payment of any associated costs. The purpose of the inspection is to assure safe and proper functioning of the facilities. The inspection shall cover the entire facilities. Deficiencies shall be noted in the inspection report set forth in Exhibit A. 4. Citv Access and Maintenance Rishts, A. The Owner hereby grants a license to the City, its authorized agents and employees. to enter upon the Property to inspect the Stormwater Facilities whenever the City deems necessary as shown on Exhibit B, and to complete any maintenance, ifnecessary subject and pursuant to the terms of subparagraph B. below. The City shall provide written notice to the Owner fourteen (14) days prior to entry. The City shall provide the Owner, copies of the inspection findings and a directive to commence with the repairs ifnecessary ("lnspection Report"). B. [n the event the Owner fails to maintain the Stormwater Facilities in good working condition acceptable to the City and such failure continues for 60 days after the City gives the Owner written notice ofsuch failure, the City may enter upon the Property and take whatever steps necessary, including excavation and the storage of materials ald equipment, to correct deficiencies identified in the lnspection Report. The City's notice shall specifically state which maintenance tasks are to be performed. The City may charge the costs. including assessing the City's costs to the Owner's property tixes, to the Owner. This provision shall not be construed to allow the City to erect any structure of permanent nature outside ofthe area ofthe Stormwater Facilities. [t is expressly understood and agreed that the City is under no obligation to routinely maintain or repair said Stormwater Facilities. and in no event shall this Agreement be construed to impose any such obligation on the City. In addition. Owner agrees that it is. and will be. solely responsible to address complaints and legal claims brought by any third party with regard to the maintenance and operation and the consequences there from the Stormwater Facilities. The Owner shall defend and hold the City harmless from any such third-party claim. except to the extent of the City's or its agents', contractors' or employees' negligence or willful misconduct. 2 223548v2 273 5. Reimbursement of Costs. The Owner shall reimburse the City for all costs reasonably incurred by the City in the enforcement of this Agreement, or any portion thereof, including court costs and reasonable attomeys'fees. 6. IUdeOIiIiSelig1. This Agreement imposes no liability of any kind whatsoever on the City. The Owner shall indemnifo and hold harmless the City and its agents and employees against any and all claims, demands. losses, damages, and expenses (including reasonable attomeys' fees) arising out of or resulting from the Owner or the Owner's agents' or employees' negligent or intentional acts. or any violation of any safety law. regulation or code in the performance of this Agreement, without regard to any inspection or review made or not made by the City, its agents or employees or failure by the City, its agents or employees to take any other prudent precautions. except to the extent ofthe City's or its agents', contractors'or employees' negligence or willful misconduct. In the event the City, upon the failure of the Owner to comply with any conditions of this Agreement, performs said conditions pursuant to its authority in this Agreement. the Owner shall indemnifo and hold harmless the City, its employees. agents and representatives from any cost. damage or harm. except to the extent resulting from the City's or its agents'. or employees' negligent acts in the performance ofthe Owner's required work underthis Agreement. Failure to perform any of the Owner's required work shall not be considered negligence by the City. its employees. agents or representatives. 7. liglicg. All notices required under this Agreement shall either be personally delivered or be sent by certified or registered mail and addressed as follows: To the Owner: Mr. Dario Klasic, Managing Partner 905 Jefferson Avenue, Unit l0l Saint Paul, Minnesota 55 102 To the City:City ofChanhassen Attention: Water Resources Coordinator 7700 Market Boulevard P.O. Box 147 Chanhassen, Minnesota 553 I 7 All notices given hereunder shall be deemed given when personally delivered or two business days after being placed in the mail properly addressed as provided herein. 8. The terms and conditions of this Agreement shall run with the Property. All duties and obligations of Owner under this Agreement shall be duties and obligations of Owner's successors and assigns, jointly and severally. 9.@ThetermsandconditionsofthisAgreementshall runwith the Property and shall be binding upon future owners ofthe Property. 3 2215.18\2 274 KO VUE NOTARY PUBLIC MINNESOTA Myccw nin E4i!t Ja1. 3!, 2025 OWNER: DAKOTA RETAIL, LLLP, a Minnesota Limited Liability Limited Partnership B): D ano ic, Managing Partner STATEOF MINNESOTA COLN.{TY OF HENNEPIN The foregoing instrument was acknowledged before me this lfli- day of 0(7lb& 2022, by Dario Klasic, the Managing Partner of Dakota Retail, LLLP. a Minnesota Limited Liability Limited Partnership, on behalf of said en N ss ) ) ) 4 2215,18Y2 275 CITY: CITY OF CHANHASSEN Elise Ryan, Mayor By: Laurie Hokkanen. City Manager STATE OF MINNESOTA COUNTY OF CARVER The foregoing instrument was acknowledged before me this - day of -. 2022, by Elise Ryan and Laurie Hokkanen, respectively. the Mayor and City Manager. of the City of Chanhassen. a Minnesota municipal corporation. on behalf of the corporation and pursuant to the authority granted by its City Council. Notary Public DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 ) )ss. ) ) 221548v2 276 EXHIBIT ATO STORIT{WATER MAINTENANCE AGREEMENT Operations and Maintenance of Stormwater Facility The Owner, shall be vested with and shall be responsible for conducting an annual inspection of the stormwater facility as depicted and attached hereto, utilizing the stormwater facility maintenance inspection checklist, attached hereto, and shall make any repain to the stormwater facility necessary for its intended design and function, as determined by the City's Water Resources Coordinator for the remaining life of the Stormwater Facility. 6 221548v2 277 Stormwater Facility Maintenance Inspection Checklist BMP #1 Underground Detention System (ADS StormTech Chamber System) Date:Time:Weather: Inspector: Maintenance Item Comments on Condition Actions to be Taken As Needed Remove Trash and debris Stabilize tributary drainage area when erosion is evident lnflow and ouMow at inlet and outlet structures are clean Catch Basins are functioning propedy and free of litter and debris Semi Annually (Or Afier several storm evenls/exlreme storm events) lnspect inffodoutflo and pre- treatment systems icrclogging (off- line systems) and removeany sediment Annually in Fall lnspect and remove any sediment and debris build up in pretreatrnent areas lnspect inffow points and surface for buildup of road sand associated with sprino melt, remove as needed Note signs of pollution. such as oil sheens, discolored water, or unpleasant odors. Comments and Actions Required: 7 :2.1548v2 278 INSPECTION FORM BMP #1A Water Quality Vault (ADS BayFilter) Date:Time:Weather: Inspector: Maintenance Item Comments on Condition Actions to be Taken As Needed Remove Trash and debris Stabilize tributary drainage area when erosion is evident lnflow and outflow at inlet and outlet structures are clean Catch Basins are functioning properly and free of litter and debris Semi Annuolly (Or After several stotm evenls/exfieme slotm events) lnspect inflowoutflolr/ and pre- treatment systems brclogging (off- line systems) and removeany sediment Annually in Fall lnspect and remove any sediment and debris build up in pretreatment areas lnspect inflow points and surface for buildup of road sand associated with sDrinq melt, remove as needed Note signs of pollution. such as oil sheens, discolored water, or unpleasant odors. Comments and Aaions Required: 8 223548v2 279 INSPECTION FORM BMP #2 Prinsco Preserver Time:Weather:Date: Inspector: Comments on Condition Actions to be TakenMaintenance Item As Needed Remove Trash and debris Stabilize tributary drainage area when erosion is evident lnflow and outflow at inlet and outlet structures are clean Catch Basins are functioning properly and ftee of lrtter and debris Semi Annually (Or Afier several slorm evenls/extreme storm events) lnspect inflo outfror,tr and pre. treatrnent systems br clogging (off- line systems) and removeany sediment Annually in Foll lnspect and remove any sediment and debris build up in pretreatrnent areas lnspect inflow points and surface for buildup of road sand associated with sprinq melt, remove as needed llote signs of pollution, such as oil sheens, discolored water, or unpleasant odors. Comments and Actions Required: I 223548\2 280 EXHIBIT B STORMWATERBMP EXHIBIT 223548\/2 IO 281 !itl t ! r 9_-- Ti ia "t . I E I I anvtiv PRELIMINARY - NOT FOR CONSIRUCTION ffio t).$- I \, *, EI:5.I?1-*Ei tLol,lo COFFEE S}IOP ORIVE THRU IMPROVEIEI{TS KLASIC PROPERTY ONSITE STOR]VIWATER BMPS Kimley>Horn ;Ir :o]I Ef;:s ;'r t .9, 282 NIORTGAGI, HOLDER CONSENT TO STORMWATER MAINTENANCE AGR.EEMENT HIAWATHA NATIONAL BAI{K,3 ",\ \ !', '].\-^('rJt-, which hotds a Mortgage on all or part of the Property more particularly described in the foregoing Stormwater Maintenance Agreement, which Mortgage is dated october l, 2021, and was recorded November 22, 2021, as Carver County Document No. A737561, and an AssiSnment ofRents dated October l, 2021, and was recorded November 22, 2021, as Carver County Document No. A737562 (collectively "Mortgages"), for good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, does hereby join iq consents to, and is subject to the foregoing Stormwater Maintenance Agreement. GRANTOR: EIAWATHA NATIONAL BANK By:i\Liwa v\&,'aL' tf-4 ([print name] Its r\\t1Nr\(;lwt,; t ltitlel wrc(oNslN STATE OF}{SSES€+r+- cor-rNTyoF 3-r eeoiv Tbe foregoing instrument was acknowledged before -" thi. J$ d4y of G["b.r ) ( ) SS 2022, by Eiawatha National l.^t-the rna-of 7-5 (e f !.ora.rn exq Z V-on behalfofsaid entity. q-Ptaa-L t1Notary Publ DRAFTEDBY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 MARYC. RICCI Notary Publlc State of Wigconsln 223548\': ) 283 284 City Council Item October 24, 2022 Item Approve Contract with W.H. Hall Company for the Chanhassen Recreation Wall Project File No.Item No: D.11 Agenda Section CONSENT AGENDA Prepared By Jerry Ruegemer, Park and Recreation Director Reviewed By Laurie Hokkanen SUGGESTED ACTION "The Chanhassen City Council accepts the proposal from W.L. Hall Company in the amount of $76,191.00 to complete the community room walls at the Chanhassen Recreation Center." Motion Type Simple Majority Vote of members present Strategic Priority Asset Management SUMMARY Staff recommends City Council approves the contract between City of Chanhassen and W.L. Hall Company to manufacture and install three moveable walls at the Chanhassen Recreation Center. BACKGROUND At the August 22, 2022 Chanhassen City Council meeting, the City terminated the contract between the City of Chanhassen and Hufcor, Inc. for the Chanhassen Recreation Center Community Room Wall Project. The scope of the project includes replacing two previously installed Hufcor walls (installed improperly) and replacing with three new matching, moveable walls. Staff contacted Acoustic Associates, W.L. Hall Company, and Skold Companies to submit proposals. 285 W.L. Hall Company and Skold Companies submitted bids that utilize the existing 2021 installed Hufcor track; Acoustic Associates submitted a bid to install a new track and wall for one of the three walls requested. This proposal did not include the drywall repair. W.L. Hall’s proposal was the only quote to include removal and disposal of the existing walls. Original CIP Budget: $80,000 Remaining Balance in Capital Improvement Budget After Partial Payment To Hufcor: $60,635.00 W.L. Hall Company proposal to replace three moveable walls: $76,191 Project overage: *$15,556.00 *Staff proposes to use a portion of the 2023 Recreation Center Revitalization Project funding to cover project overage. DISCUSSION BUDGET RECOMMENDATION Staff recommends City Council accepts the proposal from and awards the contract to W.L. Hall Company in the amount of $76,191.00 to complete the three walls at the Chanhassen Recreation Center. ATTACHMENTS W.L. Hall Wall Contract WL HALL Chanhassen Rec Center Re-Bid 09-23-22 (002) Skold Partition Quote Chanhassen Recreational Center 10-4-22 Acoustic Assoc Kwik Wall 286 287 288 289 290 291 292 293 294 295 296 297 298 299 300 301 302 303 304 305 306 307 308 309 310 311 312 313 314 315 316 Sept 23, 2022 To: Chanhassen Rec Center. Project: Chanhassen Rec Center ATTN: Jodi Sarles Location: Chanhassen, MN OPERABLE WALL SYSTEMS FURNISH AND INSTALL: Option 1- 3 New Operable Wall Panels. Two (2) 40’- 8” x 10’- 0” Modernfold Acousti-Seal 932 paired panel operable wall with Moderndold standard vinyl finish, STC 50, manual bottom seals, new Hufcor track to remain, two pass doors and expandable closure. One (1) 45’- 3” x 10’- 0” Modernfold Acousti-Seal 932 paired panel operable wall with Moderndold standard vinyl finish, STC 50, manual bottom seals, new Hufcor track to remain, and expandable closure. FOR THE SUM OF: ------------------------------------------------------------$ 76,191.00 Option 2- 2 New Operable Wall Panels. One(1) 40’- 8” x 10’- 0” Modernfold Acousti-Seal 932 paired panel operable wall with Moderndold standard vinyl finish, STC 50, manual bottom seals, new Hufcor track to remain, one pass doors and expandable closure. One (1) 45’- 3” x 10’- 0” Modernfold Acousti-Seal 932 paired panel operable wall with Moderndold standard vinyl finish, STC 50, manual bottom seals, new Hufcor track to remain, and expandable closure. FOR THE SUM OF: ------------------------------------------------------------$ 54,244.00 NOTE: Bid includes installation of materials supplied by W.L. Hall NOTE: Bid includes MN state and local sales tax. NOTE: Bid does not warranty the capacity of the structure. NOTE: Bid includes dumpster on site for removal of operable wall panels. NOTE: Bid includes demo and removal of the 2 existing new Hufcor operable walls in option 1. NOTE: Bid includes demo and removal of the 1 existing new Hufcor operable wall in option 2. NOTE: Bid does not include rebuilding the gyp soffit. THE ABOVE PRICE DOES NOT INCLUDE: Overhead support, pre-punching beams, miscellaneous steel, support blocking, plenum closures, any ceiling or soffit work, storage, bonds, permits, dumpsters. F. O. B. JOBSITE Terms: NET 30 DAYS This proposal expires 30 days from date hereof and is subject on acceptance to approval of our credit department. Andrew Zabowski W. L. HALL COMPANY 317 CONTACT 612.358.8348 skoldcompanies.com 29501 Potassium St NW Isanti, MN 55040 September 29, 2022 RE: Chanhassen Recreation Center Chanhassen, MN SC C Quote # 22 8549 Dear Bidder: Skold Specialty Contracting proposes to furnish and install the following products as per the following terms and conditions. No addenda have been noted. 102226 Operable Partitions Three (3) Moderco manual operated folding paired panel partitions, model 842. Door #’s P-1, P-2 and P-3. - (2) 40’-10” wide x 10’-1" high (P-1 & P-2) - (1) 45’-40” wide x 10’-1" high (P-3) - STC 52 - Standard vinyl on steel finish - Standard lever closure panel - 1” retractable top seals and 2” retractable bottom seals - Using existing Hufcor #40 track, supplying special trolleys Furnished and Installed: $74,900.00 Remove wall #P-3 is deduct of $24,400.00 ***Due to extreme volatility in material pricing , we reserve the right to add a surcharge at time of material order. Surcharge will be the actual amount of material increase to Skold and invoices will be made available upon request*** Our proposal is based upon the following terms and conditions: 1. The above prices includes sales/use tax and include freight to jobsite. 2. This quote excludes contractors excise tax, add 2.041% to total quotation amount to include excise tax. 3. This project will be installed in (2) trips and (2) working days. 4. Excluded are steel channels/embedded steel supports, headers, baffles, wood blocking or trim, finished painting, caulking, field dimensions, access panels, thresholds, and final cleaning. 5. This quote is based upon the opening framing, floor, walls, and ceiling to be of appropriate materials to anchor to and support these doors. 6. We also do not include removal from the site of any paper, boxes, material scraps, of other debris. Waste will be deposited in a waste container on the job site as provided by the general contractor. 7. Electrical and control connections from motor as well as to and from control location by others. Temporary power provided by others will be required for track and motor install. 8. Holes in the support steel are provided by others. 9. This proposal is valid for a period of 15 days from the above date. 10. Terms: Net 30 days - 1 ½% per month penalty for late payments. This proposal is dependent upon signing a standard AGC or AIA contract agreement. Textura Billing is excluded from this quote. 11. Standard insurance is included. Additional costs for additional insured, extended coverage amounts and/or coverage durations, hold-harmless clauses, etc. shall be added to our contract amount. If you have any questions , please feel free to call the undersigned. Respectfully Submitted, Ken Tracy Ken@skoldcompanies.com 318 Acoustics Associates *ACOUSTICAL CEILINGS *ACOUSTICAL PANELS *FLOORING *FOLDING PARTITION *MARKER/CHALK/TACKBOARDS *DEMOUNTABLE PARTITIONS Date:10/4/22 To:Chanhassen Rec Center Job Name:Chanhassen Rec Center Attn:Jodi Sarles Location:Chanhassen, MN _____________________________________________________________________ Operable Partition To furnish and install one (1) new Kwik-Wall 2030 Operable Partition and Track *Door to closely match existing partitions *Door to have 1 pass through door $46,500.00 On all flooring work, purchaser certifies the subsurface(s) to be properly cured, hardened, moisture protected and prepared per specified or generally accepted manufacturer’s standard for the performance set out in this proposal. Acoustics Associates, Inc will not be held responsible or liable for any defects of finished product due to improper or incorrect substrate preparedness. This proposal is subject to acceptance within 30 days. TERMS: Net cash payment for 90% of value of material delivered on job, and labor for installing materials in job, during previous 30 day period; shall be done 10th of following month. Balance net cash 30 days after completion.Unpaid balances after 60 days will be subject to interest at the annual rate of 12%. If collection efforts are required to achieve payment, purchaser shall be responsible for all costs incurred including attorney’s fees. All taxes now or hereafter levied by any Federal, State or local authority, upon sale of foregoing materials, are not included in the price and shall be paid by purchaser unless specially stated otherwise in this proposal. Accepted By:Acoustics Associates, Inc Title: Date: Joe Verhasselt Project Manager 1250 Zane Ave North Minneapolis, MN 55422 Phone (763) 544-8901 Fax (763) 544-2928 319 City Council Item October 24, 2022 Item Approve Contract with Raftelis to conduct an Organization Study/Staffing Study File No.Item No: D.12 Agenda Section CONSENT AGENDA Prepared By Laurie Hokkanen, City Manager Reviewed By SUGGESTED ACTION "The Chanhassen City Council approves the contract with Raftelis to conduct an Organization/Staffing Study." Motion Type Simple Majority Vote of members present Strategic Priority Operational Excellence SUMMARY BACKGROUND DISCUSSION City staff is recommending that we engage Raftelis to conduct a staffing study. The need for the study is driven by three primary factors: Understand new facility needs: As the city continues to explore a new City Hall, what are the ultimate capacity needs of the building? Requests for additional staffing from Carver County Sheriffs Office Continuing trend of retirements and other attrition 320 The work will take approximately 16 weeks to complete. A detailed overview of the activities to be performed is attached. A contract for services will be prepared and included prior to the City Council meeting. BUDGET The cost of the proposed study is $49,900. The study will be paid for with 2022 savings from the Policing Contract. RECOMMENDATION Staff recommends the City Council approve entering into a contract with Raftelis to conduct an Organizational Assessment. ATTACHMENTS Proposal - Chanhassen Organizational Assessment 321 City of Chanhassen Organizational Assessment PROPOSAL / October 14, 2002 322 RAFTELIS 2 October 14, 2022 Laurie Hokkanen, City Manager City of Chanhassen 7700 Market Boulevard Chanhassen, MN 55137 Subject: Proposal for Organizational Assessment We are pleased to submit this proposal for an Organizational Assessment to the City of Chanhassen (City). Our focus has always been to help local government and utility clients solve their financial, organizational, and technology challenges. We appreciate the opportunity to submit our proposal, which has been developed to provide the City with concise yet thorough information that introduces our approach to organizational assessments and staffing analyses. Raftelis was established in 1993 to provide financial and management consulting services of the highest quality to local governments and utilities. The Raftelis brand strengthened with the 2020 acquisition of The Novak Consulting Group (TNCG), which deepens our management consulting expertise specific to local governments. Our mission is to strengthen organizations, for those they serve and those who work in them. We believe our firm offers the City several distinct advantages: • A workable and insightful approach: Our team’s approach specifically addresses the City’s needs and will help develop a best practice-level plan to align staffing and organizational structure of the City with the vision and mission of the Chanhassen community. • An experienced team who knows challenges and opportunities faced by local governments: We are skilled professionals with direct experience in all facets of local government and utility operations. We work solely for local governments and utilities, and many of our team members were local government leaders in some of the best organizations across the country. Our team members understand what is required to deliver effective public services. • Personal service from senior-level consultants: You appreciate it when deadlines are met, phone calls are returned, and your challenges are given in-depth, out-of-the-box thinking. While some firms may assign your business to junior-level people, we offer exceptional service from senior-level consultants. We are proud of the resources that we can offer and welcome the opportunity to assist the City in this engagement. If you have any questions, please do not hesitate to contact our project manager Jonathan Ingram using the following contact information: Jonathan ingram, Senior Manager Phone: 513.430.2887 / Email: jingram@raftelis.com Sincerely, Julia Novak Executive Vice President 323 RAFTELIS 3 Who We Are RAFTELIS AND THE NOVAK CONSULTING GROUP, HELPING LOCAL GOVERNMENTS AND UTILITIES THRIVE Local government and utility leaders partner with Raftelis to transform their organizations by enhancing performance, planning for the future, identifying top talent, improving their financial condition, and telling their story. We’ve helped more than 600 organizations in the last year alone. We provide trusted advice, and our experts include former municipal and utility leaders with decades of hands-on experience running successful organizations. People who lead local governments and utilities are innovators—constantly seeking ways to provide better service to the communities that rely on them. Raftelis provides management consulting expertise and insights that help bring about the change that our clients seek. TNCG is Now Raftelis The Novak Consulting Group (TNCG) and Raftelis have always shared a focus on delivering lasting solutions for local government agencies. In January 2020, TNCG joined Raftelis. Today, we provide our clients with wide-ranging capabilities and resources in financial, management, technology, and communications consulting for all areas of local government. Our clients now have the expertise of more than 140 of the country’s leading local government and utility consultants, who have decades of experience. We know that our combined capabilities and resources will provide added value to our clients, and we’re excited about what we can accomplish together. + VISIT RAFTELIS.COM TO LEARN MORE FIRM OVERVIEW 324 RAFTELIS 4 We believe that Raftelis is the right fit for this project. We provide several key factors that will benefit City and help to make this project a success. RESOURCES & EXPERTISE This project will require the resources necessary to effectively staff the project and the skillsets to complete all of the required components. With more than 140 consultants, Raftelis has one of the largest local government management and financial consulting practices in the nation. Our depth of resources will allow us to provide the City with the technical expertise necessary to meet your objectives. In addition to having many of the industry’s leading management and financial consultants, we also have experts in key related areas, like stakeholder engagement and data analytics, to provide additional insights as needed. DECADES OF COLLECTIVE EXPERIENCE Our associates and subject matter experts have decades of experience in strengthening local municipalities and nonprofit organizations. They’ve served in a wide range of positions, from city manager to public works director to police chief. PERSONAL SERVICE FROM SENIOR-LEVEL CONSULTANTS You appreciate it when deadlines are met, phone calls are returned, and your challenges are given in-depth, out-of-the-box thinking. While other firms may assign your business to junior-level people, our approach provides exceptional service from senior-level consultants. NICHE EXPERTISE Our expertise lies in strengthening public-sector organizations. We’re consulting specialists rather than generalists, focusing our strengths to do a highly effective job for a specific group of clients. 325 RAFTELIS 5 Scope of Work THE CITY OF CHANHASSEN IS SEEKING A PROFESSIONAL CONSULTANT TO ASSIST WITH AN OPERATIONAL STUDY OF CITY DEPARTMENTS TO DETERMINE OPTIMAL ORGANIZATIONAL STRUCTURE AND STAFFING NEEDED, ESTIMATE SPACE NEEDS FOR A NEW CITY HALL, AND POSITION THE CITY TO EFFECTIVELY MANAGE ANTICIPATED GROWTH. Our team has extensive experience working with local government clients, including many in Minnesota and surrounding states. Our focus is on providing solutions that work within the available resources and culture of the organizations we assist. The most innovative solutions in the world are valueless if they cannot be implemented or will not be accepted by the community. We pride ourselves on our ability to listen, analyze, and work with our clients to find not just a random selection of best practices taken from a manual but real solutions that can be implemented effectively. We are pleased that our prior engagements have resulted in corresponding actions by our clients to implement the recommendations that we have jointly developed. One of our strengths is the ability to build on existing capabilities and resources and to help organizations see things from a different perspective. We do this by listening to our clients and really understanding what they have to say. We do not operate with a pre-packaged set of recommendations, and we diligently work to avoid trying to fit our clients into a standard mold. We recognize that there will always be competing interests between the levels of service and their costs. Defining “good enough” is a significant challenge that is aided by knowing that the work is both necessary and delivered as efficiently as possible. As resources diminish, we often find that organizations become increasingly reactive at a significant cost both to current and future operations. Maintaining planned, proactive approaches consistently generates a better, more cost- effective result, particularly when evaluated over time. Every organization develops traditions, practices, and routines. To a certain extent, these provide stability and consistency. It is essential that these are subject to regular review and analysis to ensure that they continue to represent best practices that meet the needs of the community. Our staff has substantial experience in developing performance measurement systems so that communities and departments can track progress over time. We have helped our clients create benchmarks that establish a baseline for performance and objectives for the future. We are excited about the opportunity to assist the City to proactively plan and prepare for the future. We understand the importance of respecting the staff who are in place to serve the public. We assume good intent and will work with the City to collaboratively develop recommendations for improvement. Without this, implementation of recommendations and lasting improvements are not typically successful. We believe this intentional approach, coupled with our extensive expertise in all facets of public operations, makes us uniquely qualified to assist the City on this project. To complete this work, our team will apply a project approach, focusing on these specific objectives using our “Six R” approach. This involves soliciting and collecting information on City Responsibilities, Resources, Requirements, and Results in order to identify possible organizational and operational Revisions with an associated Roadmap to implement positive change. This approach is depicted in the following graphic: 326 RAFTELIS 6 Responsibilities – What drives the need for your services? It might be the organization’s vision or mission, Federal, State, or local ordinance, or community service standards or expectations. We review these drivers to better understand service level constraints and opportunities for change. Resources – What assets are available to achieve your responsibilities? These may include time, human resources, staffing, management capacity, financial position, contractual services, technology, and equipment and facilities. We assess the adequacy of these resources based on the service level expectations. Requirements – What direction is provided to staff? The method by which staff approach service delivery is often guided by laws, codes, policies and procedures, or informal mechanisms like past practices or on-the-job training. These sources provided staff with direction on how they approach tasks and complete their work. We review these business processes to determine opportunities for improvement. Results – What are the outcomes of your services? Our approach connects your responsibilities, resources, and requirements with the outcomes expected of your services. We assess measures of efficiency and effectiveness to assist in data-driven decision-making. Recommendations – Are there opportunities for improvement? Based on our qualitative and quantitative analysis of your programs and services, we develop recommendations for improving organizational performance. These changes can range from high-level considerations (i.e., should we be in this business) to strategic issues (should we consider alternative service sources) to tactical issues (how can we improve the productivity, efficiency, and effectiveness of the activity or service). Roadmap – How do we get there? We develop a plan that will guide the organization through the implementation of the recommendations for improvement. The Roadmap offers the recommended priority order of implementation, suggestions 327 RAFTELIS 7 for phasing, and key milestones for success. The Roadmap also serves as a valuable tool for the organization as well as the community to promote accountability and communicate progress toward implementation. THE FOLLOWING DETAILS THE PROPOSED WORK PLAN. Activity 1: Begin Engagement We will begin this engagement by meeting virtually with the City Manager to review the details and expectations of this effort and to finalize the project schedule. We will discuss the City’s interest in this study, the strengths and weaknesses of the current City structure, staffing and workload challenges, anticpated growth in service demands, and other issues that may be relevant to our work. We will request and review all relevant background information, such as budgets, previous studies, departmental work plans, organizational charts, job descriptions, and other similar data to inform our work. Throughout the project, we will provide the City with regular project status reports designed to maintain planned project progress and budget, identify and resolve project issues, and review project work products. In addition to formal status reporting, we anticipate numerous informal opportunities for the City to discuss various project and operating issues with our project manager and team leaders. We welcome the opportunity to have this informal dialogue since we believe it will contribute to a more successful project. Activity 2: Conduct Interviews Our team will conduct individual interviews with each Department Director and key managers to develop a general understanding of each department’s management systems, strengths, challenges, staffing levels, workload demands, and anticipated workload pressures. We will also interview representatives of the Hennepin County Sheriff’s Office to understand law enforcement workoad demands associated with contracted police services. These meetings will be conducted virtually. Following our interviews, we will summarize common themes and prepare preliminary observations for review with the City’s project team. Activity 3: Conduct Organizational Staffing and Structure Scan The project team will employ our Six R approach, as introduced previously. The approach guides our efforts through data development, issue identification, operational analysis, and creation of recommendations tailored to improve the departmental operations, to position the City for service demand growth, to clarify staffing needs based on workload demands and service level expectations, and identify the most effective organization structure. Operational Review We will review operational functions and process workflows in each department, exluding the Fire Department, with a focus on areas of interest as determined in Activities 1 and 2 above. Our consultants will identify and collect available data for review, including budget and financial data, work volumes, work cycle times, demands for service, overtime usage, and other data necessary for a complete analysis. We will tailor the collection of data to the needs and issues of the departments and their operations at present, as well as to address any known future needs or anticipated changes in service demands. 328 RAFTELIS 8 Organizational Review We will evaluate the organization and structure of the City to assess its impacts on program operations now and in the future. We will look at both the organizational alignment of the departments as well as how they integrate with the overall structure of your government. We will conduct the assessment from the following aspects of organizational design: • The number of organizational levels and reporting procedures and the impacts on the size and composition of the organization’s command structure • Alignment of leadership, management, and supervision • The relative importance of specific operations in regard to organizational placement • Adequacy of communication and collaboration between and among operating units • Spans of control and management supervision • Overlapping or duplicated functions • Clear lines of authority and responsibility • Sufficiency of supervisory ratios • Distinct work units to carry out important functions • Ability to meet work demands. Activity 4: Prepare Project Deliverables We will review our preliminary recommendations with the City. Additional follow-up on issues or analysis will be conducted as needed. Once recommendations are finalized, we will prepare a draft memo. The memo will include an our methodology and approach and a description of all recommendations for the City. The draft memo will be provided to the City for review and discussion. We will prepare the final memo and implementation plan based on comments and feedback from the City. We will also be available to present key findings to City staff or the governning body in a virtual meeting, if requested. OPTIONAL ACTIVITY: Complete Process and Procedure Assessment of Each Department The proposed workplan detailed above is designed to determine the staffing levels and organizational structure to position the City to meet to population and service demand growth. However, the City may also wish to expand that assessment process to include a review of departmetal management systems, policies, procedures, work process, and other key elements of municpal service delivery. The value of this type of review is that it not only defines staffing needs, but also identies whether there are opportunities to achieve greater effeciency or effectiveness of service delivery and, in doing so, create staff capacity within existing resources. Should the City choose to include this optioanl activity, Raftelis will interview a broader range of City staff at supervisory and line levels through both one-on-one interviews and focus groups. We will identify best practices and determine where gaps may exist in the City’s current delivery of services. We will develop recommendations for closing those gaps and improving efficiency, based on available resources. Additionally, recommendations for streamlining processes, reallocating personnel, and other appropriate recommendations will be prepared and reviewed with the City through a virtual meeting. 329 RAFTELIS 9 Timeline We anticipate this scope of work will require approximately 16 weeks to complete once a notice to proceed is issued. Cost The total fixed fee for completion of the scope of work outlined in this proposal is $49,900. This includes all professional fees and expenses. Should the City choose to also include optional activity, the total fixed fee for the scope of work will be $66,000. The City will be invoiced monthly as tasks are completed. 330 City Council Item October 24, 2022 Item Resolution 2022-XX: Accept Public Street and Utility Improvements in Lotus Woods, City Project No. 2020-15 File No.Eng 20-15 Item No: D.13 Agenda Section CONSENT AGENDA Prepared By Erik Henricksen, Project Engineer Reviewed By Charlie Howley SUGGESTED ACTION "The Chanhassen City Council adopts a resolution accepting the public street and utility improvements in the Lotus Woods Development for perpetual maintenance and ownership." Motion Type Simple Majority Vote of members present Strategic Priority Asset Management SUMMARY Staff has received a letter from Paul E. Otto, P.L.S., P.E., the Engineer of Record for the project known as Lotus Woods, requesting the City consider acceptance of the public street and utility improvements in the above-referenced project. According to Mr. Otto, the public street and utility improvements have been completed in conformance with the approved plans and specifications. City staff performed a walk-through inspection of the project and found the streets and utilities are in satisfactory condition. BACKGROUND DISCUSSION BUDGET 331 RECOMMENDATION Staff recommends that the City Council adopt a resolution accepting the public street and utility improvements in Lotus Woods, City Project No. 20-15, for perpetual maintenance and ownership. ATTACHMENTS Acceptance Letter Lotus Woods Area Location Map Resolution 332 9 West Division Street, Buffalo, MN 55313 • 763-682-4727 • Fax 763-682-3522 • www.ottoassociates.com December 8, 2021 City of Chanhassen Attn: Erik Henricksen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 RE: LOTUS WOODS - Chanhassen, Minnesota Otto Project No. 20-0445 Dear Mr. Henricksen: This letter is certifying to the City of Chanhassen that the utility and street construction, on the above-referenced project, has been completed in general accordance with the approved plans. The record plans are being submitted for the utility work. Please contact me if you have any questions. Sincerely, Otto Associates Engineers & Land Surveyors, Inc. Paul E. Otto, P.L.S., P.E. President PEO:ch Enc 333 334 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: October 24, 2022 RESOLUTION NO:2022-XX MOTION BY: _______SECONDED BY: ________ A RESOLUTION ACCEPTING THE PUBLIC STREETS AND UTILITY IMPROVEMENTS IN LOTUS WOODS, CITY PROJECT NO. 2020-15 WHEREAS, the City has received a letter from Paul E. Otto, P.L.S., P.E., the Engineer of Record for Lotus Woods, CityProject No. 2020-15, indicating the public street and utility improvements have been completed in conformance with the approved plans and specifications; and WHEREAS, City staff has performed a walk-through inspection and finds the improvements acceptable for perpetual maintenance and ownership. NOW, THEREFORE, BE IT RESOLVED bythe Chanhassen City Council: 1. The publicstreets and utilityimprovements in Lotus Woods, City Project No. 20-15, are accepted for perpetual maintenance and ownership subject to the conditions provided in this resolution. 2. The acceptance is conditioned upon the developer providing a two-year warranty bond for all public streets and utility improvements. PASSED AND ADOPTED by the Chanhassen City Council this 24 th day of October, 2022. ATTEST: Kim Meuwissen, City Clerk Elise Ryan, Mayor YES NO ABSENT 335 City Council Item October 24, 2022 Item Resolution 2022-XX: Authorize Contract for Design and Construction Administration Services for the 2023 City Pavement Rehabilitation Project File No.ENG Project No. 23-01 CIP Project No. ST-012 Item No: D.14 Agenda Section CONSENT AGENDA Prepared By George Bender, Assistant City Engineer Reviewed By Charlie Howley SUGGESTED ACTION "The Chanhassen City Council adopts a resolution authorizing a Professional Services Agreement with Bolton & Menk, Inc. for the 2023 City Pavement Rehabilitation Project." Motion Type Simple Majority Vote of members present Strategic Priority Asset Management SUMMARY Consider authorizing a professional services agreement with Bolton & Menk for design and construction administration services for the 2023 City Pavement Rehabilitation Project. 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 5-year Capital Improvement Plan identifies the near-term streets to be rehabilitated. The 2023 project includes approximately 5 miles of streets which are likely all candidates for a full-depth reclamation process. 336 DISCUSSION One of the early steps in the overall project development process for our street projects is to engage design consultants regarding the project and establish an agreement with a consultant to support City Staff from a workload management perspective. Staff developed a Request for Proposals (RFP) and distributed it to five (5) qualified consulting firms. Four (4) firms submitted responsive proposals. Staff evaluated the proposals based on the requirements of the RFP which established the following criteria: Completeness and overall quality of the Proposal including demonstrating an understanding of the scope and process (35%) Experience and resources of the firm and personnel including the ability to meet the project schedule (20%) Fee (45%) Comprehensive scores were developed through the review process for each proposal and the results of the evaluation are shown below: Firm Fee Score Bolton & Menk $331,482.00 93.9 Kimley-Horn $335,490.00 87.6 SRF $323,138.00 85.3 WSB & Associates $488,264.00 66.0 The three lowest price proposals are all reasonably close to each other from a cost perspective. However, the proposals are also evaluated on an overall quality perspective and in the evaluation and scoring of the proposals the low firm did not score the highest. The scoring evaluation summary has been attached to detail this aspect. Bolton & Menk is currently performing the work associated with the 2022 City Pavement Rehabilitation Project. Their work has been satisfactory to date on this project. The overall schedule for the project is as follows: Award Consultant Contract October 24, 2022 Neighborhood Project Open House #1 November 2022 Accept Feasibility Report/Call Public Hearing December 2022 Public Hearing/Order Project January 2023 Approve Final Plans and Specs February 2023 Bid Opening March 2023 Neighborhood Project Open House #2 April 2023 Assessment Hearing/Award Construction Contract May 2023 Begin Construction June 2023 Substantial Completion October 2023 337 Final Completion June 2024 BUDGET The overall project budget is shown in the table below and the CIP Budgetary sheet has been attached. Fund Project Budget PMP (Street)$4,000,000 Surface Water $520,000 Sanitary Sewer $235,000 Watermain $470,000 Total $5,225,000 The consultant fee is part of the overall project budget. The fee proposed by Bolton & Menk equates to 6.3% of the estimated overall cost of the project which is well below the anticipated value of approximately 10.0%, and therefore a good value for the City. RECOMMENDATION Staff recommends authorizing a contract with Bolton & Menk in a Not-to-Exceed amount of $331,482 for design and construction administration services for the 2023 City Pavement Rehabilitation Project. ATTACHMENTS Resolution Request for Proposals Professional Service Agreement-Bolton & Menk Bolton & Menk Submittal Streets 5-Year CIP 2023-2027 RFP Evaluations CIP Sheet ST-012 338 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: October 24, 2022 RESOLUTION NO: 2022-XX MOTION BY: SECONDED BY: A RESOLUTION AUTHORIZING ENTERING INTO A PROFESSIONAL SERVICES AGREEMENT WITH BOLTON & MENK, INC. FOR DESIGN AND CONSTRUCTION SERVICES RELATED TO THE 2023 CITY PAVEMENT REHABILITATION PROJECT WHEREAS,the City has a Pavement Management Program (PMP) that is supported by the 5-year Capital Improvement Plan (CIP); and WHEREAS,part of the PMP and CIP is to perform annual rehabilitation of various public streets and related infrastructure; and WHEREAS,the annual City Pavement Rehabilitation Project requires professional design services; and WHEREAS,the City solicited proposals from multiple qualified design consulting firms; and WHEREAS,multiple responsive proposals were received and evaluated by City Staff; and WHEREAS,the fee proposed by the highest ranked proposal fits within the established project budget. NOW, THEREFORE, BE IT RESOLVED that the Chanhassen City Council hereby authorizes entering into a Professional Services Agreement with Bolton & Menk, Inc. for design and construction services related to the 2023 City Pavement Rehabilitation Project. PASSED AND ADOPTED by the Chanhassen City Council this 24 th day of October, 2022. ATTEST: Kim Meuwissen, City Clerk Elise Ryan, Mayor YES NO ABSENT 339 Request for Proposals 2023 City Street Rehabilitation Project City Project No. 23-01 I. INTRODUCTION The City of Chanhassen is issuing this Request for Proposals (RFP) for design and construction phase professional services of approximately five (5) miles of city street rehabilitation. In general, the project includes: public engagement, feasibility study report preparation, surveying, preliminary and final design, permitting, preparation of contract documents, bid administration, construction administration, inspection and staking, as-built drawings and project closeout. A. RFP Content. This RFP contains the following sections: I. Introduction II. Project Information III. Proposal Requirements B. Addenda/Clarifications. Any changes to this RFP will be made by written addendum. Verbal modification will not be binding. C. Pre-Contractual Expenses. The city will not be responsible for any pre-contractual expenses. Pre-contractual expenses are defined as expenses incurred by the Consultant in: 1. Preparing its proposal in response to this RFP; 2. Submitting that proposal to the City; 3. Negotiating with the City any matter related to this RFP; or 4. Any other expenses incurred by the Consultant prior to the date of execution of the Professional Services Agreement. D. Contract Award. 1. Consultant shall be required to enter into the City’s standard Professional Services Agreement (attached for reference). 2. Issuance of this RFP and receipt of proposals does not commit the City to award a contract. The City reserves the right to postpone opening for its own convenience, to accept or reject any or all proposals received in response to this RFP, to negotiate with other than the selected Consultant should negotiations with the selected be terminated, to negotiate with more than one Consultant simultaneously, or to cancel all or part of this RFP. 340 E. Contact Person. The Consultant's contact for specific questions regarding information in this RFP is: George Bender, PE Assistant City Engineer City of Chanhassen 7700 Market Boulevard Chanhassen, MN 55317 (952) 227-1164 gbender@ci.chanhassen.mn.us II. PROJECT INFORMATION A. Project Area and Identified Improvements. Approximately five (5) miles of roadway are proposed to be rehabilitated in 4 different neighborhood areas around the city. The areas proposed for improvements are shown in the attached Figures. The Curry Farms/Mulberry area lies north and south of Lake Lucy Road, west of Powers Boulevard, with approximately 1.6 miles of streets built-out in the late 1980’s and early 1990’s. The Saddlebrook area lies on the east side of Powers Boulevard just north of downtown with approximately 1.5 miles of streets built-out in the late 1980’s. The Mission Hills area lies east of CSAH 101, north of TH212 and south of TH5, with approximately 0.4 miles of streets built-out in 1993. The Lake Susan Hills West area lies east of Audubon Road, north of Lyman Boulevard and south of TCW Railroad, with approximately 1.3 miles of streets built-out in the late 1980’s and early 1990’s. None of these areas have had major rehabilitations performed after their original construction (only maintenance activities such as crack seals, chip seals and pothole patching). All project areas need to be evaluated with anticipated improvements to include: full depth reclamation, mill and overlay (full depth or partial), spot soil corrections or reconstruction, spot curb and gutter replacement, ADA improvements, stormwater management spot repairs, sanitary sewer spot repairs, and, watermain spot repairs. The design will need to be in conformance with the City’s most recent Standard Specifications and Detail Plates. The City will be conducting a geotechnical assessment to aid in the analysis of pavement and drainage improvements throughout the project areas and the consultant will be provided the geotechnical report to incorporate with the 341 feasibility study and subsequent design. The design consultant shall make rehabilitation recommendations from pavement specialists on their team. The project will be funded by the city’s Pavement Management Program Fund (PMP) and Utility Enterprise Funds. The PMP Fund receives revenue from the property tax levy, franchise fees and special assessments. Per the City’s assessment practice, forty percent (40%) of the eligible street costs are proposed to be assessed to the benefiting property owners. The City’s assessment practice can be viewed on the City’s website. As part of the scope, the Consultant will review the City’s assessment practice, prepare draft and final assessment rolls, and follow the MS 429 assessment process. All cost estimates, bid tabulations and contractor pay applications shall be broken down by source of funding. Some of the project areas abut county rights-of-way and therefore coordination with the county will be required for those areas of the project. There is a mix of watermain pipe sizes and materials within the project areas’ rights-of- way and public easements. The Consultant shall specify an approach in the proposal to determine if any watermain and/or components should be replaced or improved. The city would prefer not to use the open cut method for replacing any significant lengths of water main that would not dictate a spot repair. City staff will provide background to help determine if existing bolting, gate valves, or hydrants need to be replaced. It is anticipated that a majority of the water valve bolting will require replacement. The design consultant shall make rehabilitation recommendations from utility specialists on their team and plan to visit the site to verify recommendations as necessary. The vast majority of the sanitary sewer within the project areas consists of eight-inch (8”) PVC pipe. The City has had the sanitary sewers televised. Generally speaking, the sanitary sewer installed in these areas is in adequate condition. The consultant will be provided videos and inspection reports to review and subsequently make recommendations by utility specialists on their team to be incorporated in the feasibly study and subsequent design. Additionally, City staff will evaluate the sanitary sewer structures for any necessary updates and repairs. Any identified improvements by City staff will be communicated to the consultant to be incorporated in the feasibility study and subsequent design. The City also has had the storm sewers televised. Generally speaking, the condition of the storm sewer in these areas is also in adequate condition. The consultant will be provided videos and inspection reports to review and subsequently make recommendations by utility specialists on their team to be incorporated in the feasibly study and subsequent design. Additionally, City staff will evaluate the storm sewer structures for any necessary updates and repairs. Any identified improvements by City staff will be communicated to the consultant to be incorporated in the feasibility study and subsequent design. Additionally, the consultant shall evaluate the overall storm sewer and pond function and capacities, and recommend improvements as deemed appropriate. It is advantageous for the City to perform pond cleanout projects in conjunction with street rehabilitation work. The Affected Storm Features Exhibit identifies fifteen (15) stormwater BMPs in the project area, most of which are in fair condition. The consultant shall review the condition of the ponds in the RFP and provide recommendations on which ponds require maintenance, if any. To evaluate what sort of maintenance activities and/or improvement options would be appropriate for each pond, the consultant shall prepare a Pond Feasibility Memorandum for up to two (2) ponds. The City utilizes a Stormwater Asset Management Program 342 (SWAMP) to inventory, document, and prioritize inspection and maintenance activities, and generate lifecycle estimates for constructed ponds. The consultant will be provided data from the SWAMP program. Design and plan preparation for any pond cleanout work will be an addendum to the scope. The City will provide the consultant with available HydroCAD models, but does not make any representation that they are fully complete, up to date, and/or accurate. The models are of ponds only, not storm sewer piping. Addressing existing stormwater management issues in areas abutting and ancillary to the project streets is an expectation of the consultant’s scope of work. The consultant shall plan to visit the site to verify all recommendations as necessary. The proposal shall also consider the following regulatory requirements for the stormwater management portion of the project: Review current NPDES and Watershed District Rules, and: o Identify if the project scope exceeds the threshold for each agency’s rules and incorporate improvements as necessary. o Prepare a stormwater pollution prevention plan (SWPPP) as required. B. Project Scope. The objective is to provide a project that is both technically and economically feasible. This project scope in general shall provide the following: 1. Project Management. 2. Design. a) Preparation of a feasibility report to meet Minnesota State Statutes Chapter 429 requirements. b) Site visits to review and identify needed improvements such as utility repair recommendations, curb replacement, tree and landscaping impacts, private utility conflicts, and other specific restoration needs (driveway pavements, type of turf, irrigation, etc.) c) Preparation of up to two (2) Pond Feasibility Memorandums. d) Preparation of preliminary and final construction plans and documents in conformance with the City’s most recent standard specifications and detail plates. e) Prepare, submit, and obtain all necessary permits in association with the project. The City will be responsible for any costs associated with submission of permits. These costs can be estimated in the proposal but do not need to be included in the Consultant’s final cost. f) Identify areas where right-of-way or easements are required, if any. g) Preparation of preliminary and final assessment rolls. h) Public engagement support. The level of public engagement during design is to be outlined by the consultant in the work plan of their proposal with any value-added costs identified in the fee spreadsheet. At a minimum, plan for two (2) public open houses and exhibit preparation, routine project webpage updates during design (hosted on the city’s website), and preparation of a mailed resident survey that asks for input around both project wide improvements and property specific impacts. A summarization of all resident 343 input submitted via email, comment cards, resident survey, and other means shall be prepared by the consultant and used as a tracking mechanism during design. 3. Bidding a) Bidding services including coordination regarding the advertisement for bid, posting electronic bid documents, answering bidder’s questions, maintaining a bid holder’s list, attending bid opening, tabulating bids and providing a recommendation. Online bidding will be acceptable. 4. Design Surveying. a) GIS data will be provided to the Consultant to use as a starting point for a basemap for the design. Available as-built information will also be provided to the consultant by the City. The Consultant shall obtain supplemental field surveying at select areas of the project as needed and as determined during the design phase. Specific data may include tree locations and size for impacted trees, ADA compliance, private utility locations (consultant shall obtain small utility mapping as necessary), structure rim and invert elevations, drainage and grade refinements, EOF’s, finished floor elevations, and locating existing right of way and/or easements within the project area. An accurate basemap in CAD format (.dwg) is required to be developed by the consultant that includes updates based on as-built review and field survey information. The Consultant shall include an allowance of $25,000 to cover the cost of field design surveying needs as the level of effort needed is unknown at this time. 5. Meetings. It is anticipated the Consultant shall prepare agenda and minutes, handouts, exhibits, and have staff attend in person: a) Three (3) City Council meetings. b) Two (2) neighborhood informational meetings for the entire project area. c) Staff meetings for design coordination as necessary, which likely can be held virtually. d) Individual property owner meetings as needed – assume three (3) meetings for this proposal. e) Preconstruction meeting. f) Weekly meetings during construction. 6. Construction Surveying. a) Consultant shall include an allowance of $20,000 to cover the cost of construction staking as the effort cannot be determined at this time. 7. Construction Administration and Inspection. a) Construction administration services will be required including submittal review, answering design questions, responding to RFI’s, preparation and 344 review of pay requests, construction coordination with residents, weekly project updates, negotiating and processing change orders, and final closeout. b) Construction inspection services shall include time on-site to monitor the construction, perform utility coordination, coordinate with residents as necessary, track quantities, attend weekly coordination meetings, coordinate with the City’s staff as needed, prepare daily reports, and work with the Contractor. The Consultant should include 1200 hours of inspection time in their proposal. The Consultant shall have the capacity to provide a second inspector on-site when construction dictates additional assistance is necessary. c) The city will contract separately for geotechnical and materials testing during construction, however the consultant will coordinate and review all testing with the selected geotechnical firm during construction. 8. Preparation of as-built drawings and project closeout. a) As-builts shall be completed and submitted to the city after the project is substantially complete. b) The consultant shall coordinate all final documentation required to close out the construction contract. C. Project Goals. The goals of the project are as follows, in no particular order of importance. These goals support the City’s Strategic Priorities. 1. Develop an appropriate pavement rehabilitation technique that meets design budget. (Financial Sustainability and Asset Management) 2. Incorporate appropriate improvements to public utilities and systems in the vicinity of the project by leveraging the opportunity of the street rehabilitation. (Asset Management) 3. Implement a project schedule that leverages an advantageous bidding climate. (Financial Sustainability) 4. Preparation of contract documents to a level of detail that meets City standards, minimizes cost and schedule risk exposure to the City, and clearly addresses impacts to private property. (Financial Sustainability, Asset Management and Operational Excellence) 5. Proactive communication with impacted residents and property owners. (Communication and Operational Excellence) 6. Develop trust between City and Consultant; and between City and Residents. (Communication and Operational Excellence) 345 D. Project Schedule. The following is the estimated project schedule: Award Consultant Contract Neighborhood Project Open House Accept Feasibility Report; Call Public Hearing Public Hearing Approve Plans & Specifications Bid Opening Neighborhood Meeting Assessment Hearing; Award Contract Start Construction Substantial Construction Complete Final Completion October 24, 2022 November, 2022 December, 2022 January, 2023 February, 2023 March, 2023 April, 2023 May, 2023 June, 2023 October, 2023 Spring 2024 III. PROPOSAL A.Delivery of Proposals All proposals must be emailed to Assistant City Engineer George Bender at: gbender@ci.chanhassen.mn.us. All proposals must be received no later than 4:00 p.m. (central time) on Friday, October 14, 2022. Late proposals will not be considered. B.Proposal shall include at a minimum, the following: 1. Identification of the offering firm, including name, address and telephone number. 2. Acknowledgement of receipt of RFP addenda, if any. 3. Name, title, address, email address and telephone numbers of contact person during period of proposal evaluation. 4. Identify key team members and areas of responsibility, include resumes. 5. A brief, concise work plan that demonstrates the Consultant's understanding of the project and what needs to be done to successfully complete the scope of work, including overall project schedule. Special consideration will be giving for innovative public engagement during both design and construction phases. 6. A detailed not-to-exceed cost breakdown, in spreadsheet format, for performing the work including time and hourly rates for each team member, materials, equipment, and subcontractors required, if any. Costs shall be broken out into areas as indicated in Section II, Paragraph B. The estimate shall clearly identify any proposed alternates and reimbursable expenses. 7. Other services outside the scope of this proposal that the firm feels may be needed, if any. The Consultant also may propose cost-savings items. Any modifications shall be noted separately in the proposal and not part of the overall not-to-exceed fee. 346 8. Any exceptions to the requirements in this RFP, including the language in the contractual terms, must be included in the proposal. If the Consultant proposes changes to the scope of work, include a description, reason for the change and added/deducted engineering costs. Segregate all exceptions as a separate element of the proposal under the heading "Exceptions and Deviations". C.Proposal Evaluation Proposals will be evaluated based on the following criteria: 1. Completeness and quality of the proposal including a demonstrated understanding of the scope as it relates to the stated goals of the project and conformance with the RFP. (35%) 2. Resources of firm and experience of key personnel to perform the scope of services and ability to meet project schedule. This includes past performance on similar projects and experience on previous City of Chanhassen projects. (20%) 3. Fee. (45%) Interviews are not anticipated to be utilized as part of proposal evaluation. 347 """""""" " " " """"""" """""""" " " " """"""""""""""""""""" """""" " """""" " " """"""""""""""" " """""""""""""""""""""""P ow e r s B l v d CharingBndT eto n L n Lake Lucy Rd Treet opR dMulberry Cir EArlington CtMulberryCirWels ley Ct D e v o n sh ire D rAshton Ct BrettonWayStrattonCt 05-059 05-049 05-050 05-053 05-054 05-043 05-035 05-060 05-070 05-073 05-074 05-077 05-057 05-056 05-058 05-055 05-05105-044 05-042 05-04005-031 05-030 05-04505-037 05-034 05-066 05-029 05-038 Ayres 2019 Document Path: K:\Departments\Engineering\Projects\23-01\23-01 Projects Maps\23-01 Projects Maps.aprxAffected Sanitary Structures: Curry Farm City of Chanhassen Legend Affected Sewer Lateral Lines Affected Sewer Manholes Affected Force Main Affected Gravity Mainµ0 0.03 Mile 0 150 Feet Date Created: 8/22/2022 Created By: City of Chanhassen - Engineering Department See Page 2 348 """"""""" " " " """"""""""""""""""""""""""" " """"""""""""""""""""""""""""Lake Lucy Rd ArlingtonCtHeatherCtMulberryCirM ulberry Cir E LS 25 11-029 11-043 11-047 11-052 11-051 11-021 11-022 11-023 11-025 11-030 11-038 11-035 11-028 11-026 11-040 11-046 11-049 11-050 11-044 11-042 11-054 Ayres 2019 Document Path: K:\Departments\Engineering\Projects\23-01\23-01 Projects Maps\23-01 Projects Maps.aprxAffected Sanitary Structures: Curry Farm - Mulberry Circle City of Chanhassen Legend Affected Lift Station Affected Sewer Lateral Lines Affected Sewer Manholes Affected Force Main Affected Gravity Mainµ0 0.01 Mile 0 110 Feet Date Created: 8/23/2022 Created By: City of Chanhassen - Engineering Department""""""""""Heather Ct LS 25 11-028 Ayres 2019 349 """""""""""""""""""""""""""""""""""" " " """"""""""" """""""""""""Yosemite AveCreek Run Trl05-002 05-003 05-004 05-008 04-118 Ayres 2019 Document Path: K:\Departments\Engineering\Projects\23-01\23-01 Projects Maps\23-01 Projects Maps.aprxAffected Sanitary Structures: Curry Farm - Creek Run Trail City of Chanhassen Legend Affected Sewer Lateral Lines Affected Sewer Manholes Affected Gravity Mainµ0 0.01 Mile 0 40 Feet Date Created: 8/22/2022 Created By: City of Chanhassen - Engineering Department 350 """"""" """""""" " " " " " " " " """""""""""" " """"""" "" " """"""""""""""""""""""""""""""""""""" " " " " " " """"" " Sierra Trl Kerber BlvdSaddlebrookCurvSaddlebrookTrlCactusCurvSaddlebrookPassC an yon CurvTr o t t e r s C i r Powers B lvd Butte Ct 22-05422-05022-046 22-039 22-036 22-041 22-043 22-048 22-044 22-038 22-030 22-025 22-018 22-017 22-016 22-015 22-01922-013 22-029 17-070 17-067 17-066 17-064 17-072 17-074 17-079 17-084 17-081 17-077 17-078 17-086 17-089 17-091 17-093 17-062 17-05617-050 17-042 17-037 17-029 17-036 17-040 17-052 17-059 17-053 17-048 17-051 17-055 17-054 17-060 17-063 22-035 17-068 Ayres 2019 Document Path: K:\Departments\Engineering\Projects\23-01\23-01 Projects Maps\23-01 Projects Maps.aprxAffected Sanitary Structures: Saddlebrook City of Chanhassen Legend Affected Sewer Lateral Lines Affected Sewer Manholes Affected Gravity Mainµ0 0.03 Mile 0 180 Feet Date Created: 8/22/2022 Created By: City of Chanhassen - Engineering Department 351 """""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""" " " " """"""""""""""""""""""""""""""""""""""""""""""""Mission Hills DrMissionHillsWayEMayfield CtW 86th St F r i s c o Ct T i g u a L nWatersEdgeDrMission Hills Ct RiceCtPreserveCtMissionHillsWayWMissionHillsLnMissionHillsCirGreatPlainsBlvdMarket Blvd35-066 39-027 35-072 35-070 35-073 35-075 35-074 35-071 35-068 35-063 35-056 35-053 35-050 35-052 35-038 Ayres 2019 Document Path: K:\Departments\Engineering\Projects\23-01\23-01 Projects Maps\23-01 Projects Maps.aprxAffected Sanitary Structures: Mission Hills City of Chanhassen Legend Affected Sewer Lateral Lines Affected Sewer Manholes Affected Gravity Mainµ0 0.02 Mile 0 125 Feet Date Created: 8/22/2022 Created By: City of Chanhassen - Engineering Department 352 """""" """"""""""""""""""""""""""""""" " """"""""" """"""""""" """""""""""""""""""""""""""""""""""""""""""""""""""""""""""" " " " " " """""""""""""""""""""""""""" """""""""""Audubon RdH e r o n D rSpoonbillCirMallard Ct C o mme r c eDr Osprey LnSwanCtBluebill TrlLakeDrW Alisa LnBitte r n C t IbisCtAlisa CtStonefieldLnFlamingoDr38-002 37-046 37-047 37-048 37-049 33-099 33-100 33-103 33-106 34-001 33-102 33-105 34-004 34-006 34-003 34-005 34-008 34-009 34-011 34-015 34-017 34-016 38-018 38-017 38-016 38-015 38-013 38-014 34-010 34-013 34-012 34-018 34-022 34-029 34-002 33-097 33-096 Ayres 2019 Document Path: K:\Departments\Engineering\Projects\23-01\23-01 Projects Maps\23-01 Projects Maps.aprxAffected Sanitary Structures: Lake Susan Hills West City of Chanhassen Legend Affected Sewer Lateral Lines Affected Sewer Manholes Affected Force Main Affected Gravity Mainµ0 0.03 Mile 0 180 Feet Date Created: 8/22/2022 Created By: City of Chanhassen - Engineering Department 353 !( !( !( !( !( !( !(!( !( !( !( !( !(!(!( !( !( !( !( !( !(!( !( !( !( !(!( !( !( !( !( !( !( !( !(!( !( !( !( !(&( &(&( &( &(&(&( &( &(&( &( &( &( &( Lake Lucy Rd TreetopRdMulberryCir ECharingBndP ow e r s B l v d MulberryCirTeton LnArlingtonCtWelsleyCtDevonshire Dr Ashton Ct BrettonWayStrattonCt 693 19171921 1923 1927 1929 1932 1938 1939 1935 1943 702 701 05-017 05-021 05-031 05-026 05-02805-020 05-030 05-034 05-036 05-038 05-029 05-032 05-027 05-023 05-02505-022 11530 11242 11243 11244 11245 11246 11247 11248 11249 11250 11251 112521125311254 11255 11256 11257 11258 11259 11260 11261 11262 11263 11266 1126711268 11269 11270 11271 11272 11273 11274 11275 11276 11277 11278 11279 11280 11281 11282 11283 11284 1128511286 11287 11288 11289 11290 11291 11292 11293 11294 11295 11296 11297 11298 11299 11300 11301 11302 11303 11304 11305 11306 11307 11308 11312 11313 11314 11315 11316 11317 11318 11319 1132011321 11517 11531 11613 11627 11630 11646 13644 377101739 377101740 377101741 Ayres 2019 Document Path: K:\Departments\Engineering\Projects\23-01\23-01 Projects Maps\23-01 Projects Maps.aprxDate Created: 8/22/2022 Created By: City of Chanhassen - Engineering Department Affected Water Features: Curry Farm City of Chanhassen Legend Affected Water Curb Stop Valves Affected Hydrants Affected Water Mains Affected Water Laterals &(Affected Valvesµ0 0.03 Mile 0 150 Feet See Page 2 354 !(!( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !(!( !( !( !( &( &( &( &( &(&( &( &(CharingBndLake Lucy Rd ArlingtonCtDevonshireDrHeatherCtMulberryCirMul ber r yCi r E 05-021 11-012 11-014 11-018 11-013 11-020 11-023 11-021 05-031 05-026 11-024 693 1908 1909 1912 19171921 6630 702 701 11530 11250 11259 11260 11261 11262 11263 1128511286 11287 11369 11370 1137111372 11373 11374 11375 11376 11377 11378 11379 11380 11389 11390 11391 1139211393 11394 11395 11396 11397 11398 11399 11400 11401 11402 11403 11404 11405 11495 11496 11497 11498 11516 11531 11613 11629 11631 Ayres 2019 Document Path: K:\Departments\Engineering\Projects\23-01\23-01 Projects Maps\23-01 Projects Maps.aprxDate Created: 8/22/2022 Created By: City of Chanhassen - Engineering Department Affected Water Features: Curry Farm - Mulberry Circle City of Chanhassen Legend Affected Water Curb Stop Valves Affected Hydrants Affected Water Mains Affected Water Laterals Affected Air Release &(Affected Valvesµ0 0.02 Mile 0 125 Feet 355 !( !( !( !( !( &(Yosemite AveCreek Run Trl05-003 05-001 15595 15090 1509115092 15093 15094 15095 15097 15098 15099 15100 Ayres 2019 Document Path: K:\Departments\Engineering\Projects\23-01\23-01 Projects Maps\23-01 Projects Maps.aprxDate Created: 8/22/2022 Created By: City of Chanhassen - Engineering Department Affected Water Features: Curry Farm - Creek Run Trail City of Chanhassen Legend Affected Water Curb Stop Valves Affected Hydrants Affected Water Mains Affected Water Laterals &(Affected Valvesµ0 0.01 Mile 0 30 Feet 356 !( !( !( !(!( !( !( !( !(!( !(!(!( !( !( !( !( !(!( !( !(!(!( !( !( !(!( !( !( !( !( !( !( !( !( !( !(!( !(!( !( !( !( !( !( !( !( !( !( !(!( !( !( &( &(&( &( &(&( &(&(&( &(&( &( &(&( &( &( &( &( &( 1635 2898 2899 2906 2907 2908 2910 2911 2912 2918 2919 2923 29272928 1634 1636 2897 2917 1638 22-021 17-027 17-026 17-030 17-031 17-034 17-036 17-020 17-012 17-025 17-017 17-022 22-003 SaddlebrookCurvKerber BlvdPowers B lvd Pontiac Ct Pontiac Cir Buckin g w o o d Ct SaddlebrookTrl CactusC u r v SaddlebrookPassTrotters Cir Butte Ct 8004 6831 6830 6829 6828 6827 6826 6825 6824 6823 6822 6821 6820 6819 6818 6817 6816 6815 68146813 6812 6811 6810 6809 6808 6807 6806 6805 6804 6803 6802 6801 6800 6798 6797 6796 8040 8041 8042 8043 804480458046804780488049 8050 8051 8052 8053 8054 8055 8056 8057 8058 8059 8060 80618062 8063 8064 8065 8066 8067 8068 8069 8070 8071 8003 8005 8006 8007 8008 8009 8010 80118012 8013 8015 8017 8019 8021 7032 7034 7036 703870407042 7044 70467048 8022 17189 17190 17191 17192 17193 17194 17195 17196 17197 17198171991720017201 1720217203 Ayres 2019 Document Path: K:\Departments\Engineering\Projects\23-01\23-01 Projects Maps\23-01 Projects Maps.aprxDate Created: 8/22/2022 Created By: City of Chanhassen - Engineering Department Affected Water Features: Saddlebrook City of Chanhassen Legend Affected Water Curb Stop Valves Affected Hydrants Affected Water Mains Affected Water Laterals &(Affected Valvesµ0 0.03 Mile 0 180 Feet !( !(!(&( 2923 17-025 17-017 Butte Ct8013 8015 8017 8019 8021 7032 7034 703670387040704270447046704880221718917190 17191 17192 17193 17194 17195 17196 17197 1719817199172001720117202 17203 Ayres 2019 See Page 5 357 !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( &( &(&( &( &( &( &( &( &( &( K i m b e r l y Ln Cactus C u r v KerberBlvdSaddleb rook T r l SaddlebrookCurvC a n y o n C u r vPowers Blvd22-021 22-016 22-017 22-004 22-007 22-003 1637 28982899 2904 2927 2928 13759 13760 2897 1638 6845 6844 6843 6842 6841 6840 6839 6838 6837 6835 6834 6833 6832 6831 6830 6829 6828 6827 6826 68256824 6823 6822 6821 6864 6863 6862 6861 6860 6859 6858 6857 6856 6855 6854 6853 6852 6851 6850 6849 6848 6847 6846 6809 6808 6807 6806 6805 6804 6803 6796 Ayres 2019 Document Path: K:\Departments\Engineering\Projects\23-01\23-01 Projects Maps\23-01 Projects Maps.aprxDate Created: 8/22/2022 Created By: City of Chanhassen - Engineering Department Affected Water Features: Saddlebrook - Canyon Curve City of Chanhassen Legend Affected Water Curb Stop Valves Affected Hydrants Affected Water Mains Affected Water Laterals &(Affected Valvesµ0 0.01 Mile 0 110 Feet See Page 4 358 !( !( !(!( !( !(!(!( !( !(!(!( !( !( !( !( !( !( !( !( !(!( !( !(!( !( !( !( !( !(!( !( !( !( !( !( !( !( &( &( &( &(WatersEdgeDrMissionHillsDr Mission Hills Way EMayfieldCtFrisco Ct T i g u a L n Mission Hills Ct PreserveCtRice CtMissionHillsLnW 86th StGreatPlainsBlvdMissionHillsCirMarketBlvd 35-023 35-024 35-025 35-022 35-016 35-014 35-015 35-021 35-026 2404 2411 2418 3767 9713 9714 9715 9716 9717 9718 9719 9720 9721 9722 9723 9724 9725 9726 9727 97289729 9730 9731 9732 9733 9734 14123 14124 14125 14126 14127 14128 14129 14147 14207 14220 Ayres 2019 Document Path: K:\Departments\Engineering\Projects\23-01\23-01 Projects Maps\23-01 Projects Maps.aprxDate Created: 8/22/2022 Created By: City of Chanhassen - Engineering Department Affected Water Features: Mission Hill City of Chanhassen Legend Affected Water Curb Stop Valves Affected Hydrants Affected Water Mains Affected Water Laterals &(Affected Valvesµ0 0.01 Mile 0 120 Feet 359 !( !( !( !(!( !( !( !( !( !(!( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !(!( !( !( !( !( !( !( !( !( !( !( !(!( !( !(!( !( !( !(!( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( &( &( &( &( &(&( &( &( &( &( &( &( &(&( &( &( &( Heron D r ValleyRidgeTrlN SpoonbillCirC o m m erc e D r Lake Dr WMallard C tOsprey Ln Swan CtBluebillTrlAlisa LnAudubon RdBi t t er nC t Ib i s C t Stonef i el dLnAlisaCtFlamingoDr 37-018 37-017 33-052 34-001 33-053 34-002 34-003 34-006 34-008 34-009 38-008 34-004 34-007 34-011 34-012 68 69 2512 2513 2517 2519 2521 2522 2524 2526 2533 2536 2538 1418 1419 1420 3334 2507 9949 3924 3926 9850 9851 9852 9853 9854 9855 9856 9857 9858 9859 986098619862 9863 9875 9876 9877 9878 9879 9880 9881 9882 9883 9884 9885 9886 9887 9888 9889 9940 9941 9942 9943 9944 9945 9946 9947 9948 9950 9951 9952 9953 9954 9955 9956 99579958 9959 9960 9961 9962 9963 9964 9965 9966 9967 9968 9969 9970 9971 9972 9973 9974 9975 99769977 9978 9979 9982 11204 11205 11206 11207 11208 11209 11210 9980 9981 9983 9984 9985 1121111212 11213 11214 11364 11365 11366 11367 11368 11383 11384 11385 1138611387 11388 Ayres 2019 Document Path: K:\Departments\Engineering\Projects\23-01\23-01 Projects Maps\23-01 Projects Maps.aprxDate Created: 8/22/2022 Created By: City of Chanhassen - Engineering Department Affected Water Features: Lake Susan Hills West City of Chanhassen Legend Affected Water Curb Stop Valves Affected Hydrants Affected Water Mains Affected Water Laterals &(Affected Valves Affected Plugµ0 0.03 Mile 0 170 Feet 360 """""""" """"""""""""""""""""" """"""""""""""" """"""""""""""""""""""""""""""""""""$$$$$$ $$$$$$$$$$$$$$$$$$$$$$ $$$ $$$$$$$$$$$$$$$$$$$$$$;$$$$$$$$$$Powers BlvdCharingBndMulberryCirLake Lucy RdIthilien Arlington CtPleasan t V i e w R d Wels ley Ct D e v o n s h ir e D rTetonLnAshton Ct Willow Cr k Bretton WayS t r a tt o n C t 86 453 454 462 470 471 1438 6012 10452 10453 15643 18936 8296 1696 3925 1787 1785 1783 1784 1790 1791 1788 1789 1697 3957 1698 1693 1694 1695 1702 17031704 1705 1706 8431 1760 1846 3952 1707 1708 1761 1782 1786 3926 1781 1699 1701 1700 17093880 9805 10750 10751 18882 10436 11131113 11141114 11151115 11241124 11421142 11431143 11441144 11591159 12141214 13161316 91899189 92099209 CL-P1.12 SWAMP Score: 69.55 CL-P1.8 SWAMP Score: 49.32 CL-P1.3 SWAMP Score: 59.9 CL-P1.7 SWAMP Score: 36.44 CL-P1.6 SWAMP Score: 76.19 MC-P4.3 SWAMP Score: 100 Ayres 2019 Document Path: K:\Departments\Engineering\Projects\23-01\23-01 Projects Maps\23-01 Projects Maps.aprxAffected Storm Features: Curry Farm City of Chanhassen µ0 0.03 Mile 0 170 Feet Legend Affected Storm Discharge Points Affected Storm Manholes Affected Sump Manhole Affected Storm Culverts Affected Storm Inlet - Chanhassen Affected Storm Inlet - Carver County $Affected Gravity Main - Chanhassen ;Affected Gravity Main - Carver County Affected Storm Basin - Chanhassen Date Created: 8/23/2022 Created By: City of Chanhassen - Engineering Department ""$$ $ $$453 3952 11141114 11151115 11441144 91899189 CL-P1.12 SWAMP Score: 69.55 Ayres 2019 361 """"""""""""""""""""""""""""""""""$$$$$$$$$$$$$$$ $$$$$$$$$$$$$$$$$$$$$$$$$Lake Lucy Rd DevonshireDrArlingtonCtH eath erCtMul ber r yCi r Mu l b e r r y C ir E 12 85 86 462 489 490 491 492 1429 15643 1844 1843 1845 8431 8357 8358 8359 1760 1846 1761 1833 1837 1838 1834 1835 1836 1839 1840 1841 18313939 1832 11241124 11251125 11261126 11271127 11281128 11421142 11431143 14551455 44144414 Christmas Lake 3-2-1 SWAMP Score: 35.42 Ayres 2019 Document Path: K:\Departments\Engineering\Projects\23-01\23-01 Projects Maps\23-01 Projects Maps.aprxAffected Storm Features: Curry Farm - Mulberry Circle City of Chanhassen µ0 0.01 Mile 0 110 Feet Legend Affected Storm Discharge Points Affected Storm Manholes Affected Sump Manhole Affected Storm Inlet - Chanhassen $Affected Gravity Main - Chanhassen Affected Storm Basin - Chanhassen Date Created: 8/23/2022 Created By: City of Chanhassen - Engineering Department"""""$$$$$$$$$MulberryCir86 18313939 1832 11241124 11251125 Ayres 2019 """$$$Mul ber r y Cir E 85 1840 1841 11281128 Ayres 2019 362 """"""""""""""""""" """""""""""$$$$$$$$$$Yosemite AveKnob Hill Ln Creek Run Trl63rd St W 51 50 5469 1726 1727 10097 3982 18887 13271327 13281328 90249024 MC-P4.2A SWAMP Score: 0 Minnehaha 1-3-1 SWAMP Score: 41.49 Ayres 2019 Document Path: K:\Departments\Engineering\Projects\23-01\23-01 Projects Maps\23-01 Projects Maps.aprxAffected Storm Features: Curry Farm - Creek Run Trail City of Chanhassen µ0 0.01 Mile 0 70 Feet Legend Affected Storm Discharge Points Affected Storm Manholes Affected Sump Manhole Affected Storm Culverts Affected Storm Inlet - Chanhassen $Affected Gravity Main - Chanhassen Affected Storm Basin - Chanhassen Date Created: 8/23/2022 Created By: City of Chanhassen - Engineering Department 363 """"""""" """""""""""""""""""""""""""""""""""""""""""""""""""""""""""" $$$$$$$$$$$$$$$$$$$$$$$$$$;;;S a d d l e b r o o k Curv Ca n y o n Cu r v Bighorn Dr Pontiac Ct Kerber BlvdSierra Trl Belmo nt L n Buckin g w o o d Ct Saddlebrook TrlCactusCurvSaddlebrook PassPower s B lvd TrottersCirPontiac Cir 444 445 446 844 845 847 1575 1576 1636 1637 1310 1315 1316 1311 1312 10183 1318 1317 117 1644 1645 1641 1640 1639 1638 1635 1643 904904 12281228 90479047 LL-P10.4 SWAMP Score: 74.24 Ayres 2019 Document Path: K:\Departments\Engineering\Projects\23-01\23-01 Projects Maps\23-01 Projects Maps.aprxAffected Storm Features: Saddlebrook City of Chanhassen µ0 0.03 Mile 0 170 Feet Legend Affected Storm Discharge Points Affected Storm Manholes Affected Storm Culverts Affected Storm Inlet - Chanhassen Affected Storm Inlet - Carver County $Affected Gravity Main - Chanhassen ;Affected Gravity Main - Carver County Affected Storm Basin - Chanhassen Date Created: 8/30/2022 Created By: City of Chanhassen - Engineering Department 364 "" """"" " " """""""""""""""""""""""""""""""$$$$$$$$$$$$$$$$$$$$$$;;;S a n ta V e ra D rKerberBlvdPowers BlvdSaddlebrookCurvK im b e r ly LnCanyonCu r v LS-P3.5 SWAMP Score: 49.48 LS-P3.4 SWAMP Score: 75.38 447 448 449 450 451 1453 8407 10180 10181 10182 1648 1647 1646 1579 1580 1578 1577 1574 1575 1576 1310 1311 1312 12171217 36833683 90459045 Ayres 2019 Document Path: K:\Departments\Engineering\Projects\23-01\23-01 Projects Maps\23-01 Projects Maps.aprxAffected Storm Features: Saddlebrook - Canyon Curve City of Chanhassen µ0 0.01 Mile 0 100 Feet Legend Affected Storm Discharge Points Affected Storm Manholes Affected Storm Inlet - Chanhassen Affected Storm Inlet - Carver County $Affected Gravity Main - Chanhassen ;Affected Gravity Main - Carver County Affected Storm Basin - Chanhassen Date Created: 8/23/2022 Created By: City of Chanhassen - Engineering Department 365 """"" " """"""""""""""""""""""""""""""""" """"""""""" """"""""""""""$$$$$$$$$$$$$$$$$$$$$$$$$ $$$$;;; Mis s i o n H i l l s D rWatersEdge DrMayfieldCtMission Hills Way EFrisco Ct Mission Hills Ct Rice Ct PreserveCtMissionHillsLnGreatPlainsBlvdT i g u a L n W 86th StMissionHillsCirMarketBlvd147 47 48 195 546 986 9435 9436 9733 9734 2219 2218 22202221 2104 2103 2102 2052 2101 2050 2051 20472048 2049 2046 20412040 12031203 85128512 85778577 RM-P1.4A SWAMP Score: 43.2 Ayres 2019 Document Path: K:\Departments\Engineering\Projects\23-01\23-01 Projects Maps\23-01 Projects Maps.aprxAffected Storm Features: Mission Hills City of Chanhassen µ0 0.02 Mile 0 125 Feet Legend Affected Storm Discharge Points Affected Storm Manholes Affected Sump Manhole Affected Storm Draintile Affected Storm Inlet - Chanhassen Affected Storm Inlet - Carver County $Affected Gravity Main - Chanhassen ;Affected Gravity Main - Carver County Affected Storm Basin - Chanhassen Date Created: 8/23/2022 Created By: City of Chanhassen - Engineering Department """""""$$$$$$$$;;;Market BlvdMiss i o n H i l l s L n 147 47 48 195 546 9435 9436 85128512 Ayres 2019 366 """ """""""""""""" """""""""""""""""""""" """""""""""""""" """""" """"""""""""""""""""""""""""""""""""""""" """""""$$$ $$$$$$$$$$$$$$$$ $ $ $$$$$$$$$$$$$$$$$$ $$$$$$ $$$$$$$$$$$$$$$$$$SpoonbillCirHeronDrMallard C tO s p r e y L n SwanCtIbis CtBluebill TrlAlisa LnBi t t e r n C t Audubon RdAlisa CtStonefieldLnFlamingoDr653 654663 664 665 666 667 668 669 670 677 678 818 8549 2702 2701 2747 27462745 2744 2749 2755 2761 2804 28022801 2799 2800 2756 3768 9715 2748 27542753 2750 2752 2751 3765 3766 2698 2699 2703 2695 2696 3753 2743 2693 2694 2759 2758 2760 11661166 12561256 BC-P4.10C SWAMP Score: 72 BC-P4.10B SWAMP Score: 72.28 Ayres 2019 Document Path: K:\Departments\Engineering\Projects\23-01\23-01 Projects Maps\23-01 Projects Maps.aprxAffected Storm Features: Lake Susan Hills West City of Chanhassen µ0 0.03 Mile 0 170 Feet Legend Affected Storm Discharge Points Affected Storm Manholes Affected Storm Draintile Affected Storm Inlet - Chanhassen $Affected Gravity Main - Chanhassen Affected Storm Basin - Chanhassen Date Created: 8/30/2022 Created By: City of Chanhassen - Engineering Department 367 ###################################################### ###############################################################################################Lake Virginia Christmas Lake Lotus Lake Brendan Pond Lake Harrison Kerber Pond Lake Susan Rice Marsh Lake Lake Riley Rice Lake Lake St. Joe Lake Minnewashta Lake Ann Lake Lucy ST18 ST15 ST14 ST17 ST61 Minnewashta Regional Park North Lotus Lake Park Meadow Green Park Lake Ann Park Chanhassen Pond Park Chanhassen Nature Preserve Chanhassen Recreation Center Lake Susan Park Rice Marsh Lake Preserve Power Hill Park Fox Woods Preserve Bandimere Community Park Bluff Creek Golf Course Hesse Farm Park Preserve Lake Susan Preserve Raguet Wildlife Management Are MN Valley National Wildlife Re MN Landscape Arboretum Seminary Fen Scientific & Nat* Bluff Creek Preserve Independent School District 11 Independent School District 112 Independent School District 276 Riley Ridge Park Lake Ann Park Preserve SA5 SA7 SA101 SA41 SA5 )212 C C C C C Powers BlvdH w y212AudubonRdLyman Blvd Chanhassen RdA r b o r e t u m Blvd Pioneer Trl A r boretum Blvd GalpinBlvdHwy 212HazeltineBlvdMarketBlvdHwy 7 GreatPlainsB lvdFlying C l o u d D r C o R d 1 0 1 ST101 GH117 S S M M M M M M M M M Date Created: 7/25/2022 Document Path: K:\Departments\Engineering\CIP\2023-2027\CIP_5Year_2023-2027.aprxCreated By: City of Chanhassen - Engineering Department µ0 3,000 Feet 0 0.5 Mile 5-Year CIP Pavement Management Plan (PMP) - Streets (2023-2027) City of Chanhassen Legend 2023 2024 2025 2026 2027 Mill & Overlay Full Depth Reclamation ##Reconstruction S State/MnDOT Project C County Project M Municipal State Aid 368 1 201749v1 PROFESSIONAL SERVICES AGREEMENT AGREEMENT made this ________ day of ___________________, 20__, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation ("City") and __________________________________________ "Consultant"). IN CONSIDERATION OF THEIR MUTUAL COVENANTS, THE PARTIES AGREE AS FOLLOWS: 1. SCOPE OF SERVICES. The City retains Consultant for_____________________. 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. Request for quote – __________________ dated ______, 20___; C. Insurance Certificate; D. Consultant’s ______, 20___ proposal for___________________ (“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 __________________ Dollars ($_____, 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. 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. 369 2 201749v1 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 under similar circumstances. No other warranty, expressed or implied, is included in this Agreement. City shall not be responsible for discovering deficien cies 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 attorney's fees, arising out of or by reason of the execution or performance of the services provided for herein and further agrees to defend at its sole cost and expense any action or proceeding commenced for the purpose of asserting any claim of whatsoever character arising hereunder. 9. INSURANCE. Consultant shall secure and maintain such insurance as will protect Consultant from claims under the Worker’s Compensation Acts, automobile liability, and from claims for bodily injury, death, or property damage which may arise from the performance of services under 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 certificate of insurance evidencing the required insurance coverage in a form acceptable to City. 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 an employee of the City and is free to contract with other entities as provided herein. Consultant shall be responsible for selecting the means and methods of performing the work. Consultant shall furnish any and all supplies, equipment, and incidentals necessary for 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. 370 3 201749v1 11. SUBCONTRACTORS. Consultant shall not enter into subcontracts for services provided under this Agreement without the express written consent of the City. Consultant shall comply with Minnesota Statutes § 471.425. Consultant must pay subcontractors for all undisputed services provided by subcontractors within ten (10) days of Consultant’s receipt of payment from City. Consultant must pay interest of one and five-tenths percent (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, including but not limited to the civil remedies of Minnesota Statutes 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 release of the data to the requesting party before the data is released. Consultant agrees to defend, 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’ unlawful disclosure and/or use of protected data. The terms of this paragraph shall 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 or specifications supplied by it, and it shall hold harmless the City from loss or damage 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. 371 4 201749v1 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 Agreement shall not affect, in any respect, the validity of the remainder of this 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 duly signed 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 pa yment for services performed or furnished to the date and time of termination. Dated: _______________, 20__. CITY OF CHANHASSEN BY: _____________________________________________ Elise Ryan, Mayor BY: _____________________________________________ Laurie Hokkanen, City Manager Dated: _______________, 20__. _______________________ BY: _____________________________________________ Its 372 1 201749v1 PROFESSIONAL SERVICES AGREEMENT AGREEMENT made this 24th day of October, 2022, by and between the CITY OF CHANHASSEN,a Minnesota municipal corporation ("City") and BOLTON & MENK, INC., a Minnesota corporation "Consultant"). IN CONSIDERATION OF THEIR MUTUAL COVENANTS, THE PARTIES AGREE AS FOLLOWS: 1.SCOPE OF SERVICES. The City retains Consultant for Design and Construction Administration Services as part of the 2023 City Pavement Rehabilitation Project. 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.Request for Proposal (RFP) dated September 27, 2022; C.Insurance Certificate; D.Consultant’sProposal dated October 14, 2022 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 Three Hundred Thirty-One Thousand Four Hundred Eighty- Two Dollars ($331,482.00), 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. 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. 373 2 201749v1 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 under similar circumstances. 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 attorney's fees, arising out of or by reason of the execution or performance of the services provided for herein and further agrees to defend at its sole cost and expense any action or proceeding commenced for the purpose of asserting any claim of whatsoever character arising hereunder. 9.INSURANCE. Consultant shall secure and maintain such insurance as will protect Consultant from claims under the Worker’s Compensation Acts, automobile liability, and from claims for bodily injury, death, or property damage which may arise from the performance of services under 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 certificate of insurance evidencing the required insurance coverage in a form acceptable to City. 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 an employee of the City and is free to contract with other entities as provided herein. Consultant shall be responsible for selecting the means and methods of performing the work. Consultant shall furnish any and all supplies, equipment, and incidentals necessary for Consultant’s performance under this Agreement. City and Consultant agree that Consultant shall not atany 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. 374 3 201749v1 11.SUBCONTRACTORS. Consultant shall not enter into subcontracts for services provided under this Agreement without the express written consent of the City. Consultant shall comply with Minnesota Statutes § 471.425. Consultant must pay subcontractors for all undisputed services provided by subcontractors within ten (10) days of Consultant’s receipt of payment from City. Consultant must pay interest of one and five-tenths percent (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, including but not limited to the civil remedies of Minnesota Statutes 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 release of the data to the requesting party before the data is released. Consultant agrees to defend, 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’ unlawful disclosure and/or use of protected data. The terms of this paragraph shall 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 or specifications supplied by it, and it shall hold harmless the City from loss or damage 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. 375 4 201749v1 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 Agreement shall not affect, in any respect, the validity of the remainder of this 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 duly signed 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. Dated: _______________, 2022.CITY OF CHANHASSEN BY: _____________________________________________ Elise Ryan, Mayor BY: _____________________________________________ Laurie Hokkanen, City Manager Dated: _______________, 2022.BOLTON & MENK, INC. BY: _____________________________________________ David Martini, Principal Its 376 2638 Shadow Lane | Suite 200 | Chaska, MN 55318 952-448-8838 | Bolton-Menk.com PROPOSAL FOR 2023 CITY STREET REHABILITATION PROJECT (City Project No. 23-01) City of Chanhassen October 14, 2022 Contact: David Martini, PE 612-756-4315 David.Martini@bolton-menk.com 377 2638 Shadow Lane Suite 200 Chaska, MN 55318-1172 Ph: (952) 448-8838 Fax: (952) 448-8805 Bolton-Menk.com Bolton & Menk is an equal opportunity employer. October 14, 2022 George Bender, PE Assistant City Engineer City of Chanhassen 7700 Market Boulevard Chanhassen, MN 55317 gbender@ci.chanhassen.mn.us RE: Proposal for 2023 City Street Rehabilitation Project (City Project No. 23-01) Dear Mr. Bender: In 2022, Bolton & Menk was glad to have the opportunity to partner with the City of Chanhassen on its 2022 City Street Rehabilitation Project. With its unique history, strong local business community, and second-to-none schools, it’s no wonder the City of Chanhassen is one of America’s best places to live, work, and play. Based on our experience with the 2022 project, we are confident that our team will once again be able to customize a right-sized solution that benefits the City of Chanhassen for decades to come. When you partner with Bolton & Menk on this project, you can expect: A Team with Deep-Rooted Local Knowledge—As we have demonstrated, Bolton & Menk will be a responsive partner to the City of Chanhassen. With our local office just a few miles down the road, our team will be able to visit the site or be at your office within minutes to discuss issues and work through solutions. We believe that our proximity and familiarity with the city makes us an ideal partner for infrastructure projects such as the proposed 2023 City Street Rehabilitation. A Group of Industry-Leading Infrastructure Experts—Whether the solution is traditional or progressive, we use client collaboration to lead us to real solutions that help real people achieve their infrastructure needs. Our team prides itself on seeing all sides of a project and creating a solution that is technically feasible, publicly acceptable, environmentally compatible, and economically viable. The City of Chanhassen can trust the Bolton & Menk team to provide high-quality engineering services and deliverables that exceed expectations. We understand that this is the city’s project, not ours, and we pride ourselves on understanding the needs and priorities of the city to produce goal driven solutions. A Talented Communication Specialist—As our working relationship with the city has developed, it has been clear that the City of Chanhassen places a priority on effective communication with all project stakeholders. Helping residents understand the construction process, impacts within and outside the right-of-way, schedules, access during construction, and who to contact with questions or concerns is an expectation of project delivery. Bolton & Menk understands the importance of project communications and is committed, once again, to adding an experienced communication specialist to the project team to assist with the development of a project communication plan that will keep stakeholders well informed from project development to final restoration. 378 Bolton & Menk is an equal opportunity employer. Mr. George Bender, PE October 14, 2022 Page 2 A Consultant Worth Their Fee—The City of Chanhassen carries the responsibility of hundreds of detailed decisions required to make sure this project is successful, and no single decision will affect your success as directly as selecting the right engineering consultant. While it may be tempting to choose based on low cost, engineering design fees are typically only 10 percent of total construction costs. Selecting an inexperienced engineer, or one with limited commitment to exploring design alternatives, increases the likelihood of higher construction bids. A relatively small $10,000 savings in design initially could easily result in cost fluctuations of $100,000 or more later. The entire project team understands the decisions we make cost money—sometimes in construction, sometimes in maintenance. Our commitment to evaluating alternatives in scope, schedule, budget, and risk specific to the 2023 City Street Rehabilitation project will help us make better design decisions for your long-term success. This commitment is often overlooked by our competitors, and although it takes more effort on the front end, our clients have found it is worth their investment. It is our hope that the working relationship that we have developed throughout the development, design, and construction phases of the 2022 City Street Rehabilitation Project, gives you confidence that we are a partner that follows through on its commitments and is dedicated to making the projects we work on successful. In continued service to the City of Chanhassen, we are excited at the opportunity to complete the 2023 City Street Rehabilitation project. I will personally serve as your lead client contact and principal-in-charge for this project. Please contact me at 612-756-4315 or david.martini@bolton-menk.com if you have any questions regarding our proposal. Respectfully submitted, Bolton & Menk, Inc. David P. Martini, PE Principal-in-Charge 379 01 Contact Information 02 Key Team Members 07 Project Understanding and Work Plan 16 Cost A1 Résumés TABLE OFCONTENTS 380 2023 City Street Rehabilitation | City of Chanhassen CONTACT INFORMATION 1Contact Information Bolton & Menk specializes in providing public infrastructure solutions. Since 1949, we have been committed to improving quality of life through engineering excellence and client satisfaction. What started over 70 years ago has flourished into one of the Midwest’s largest engineering firms, and today we have over 800 employees throughout 27 offices in Minnesota, Iowa, North Dakota, North Carolina, and South Carolina. Our growth in the Twin Cities marketplace has also expanded in recent years, and with the addition of a downtown Minneapolis office in 2020, we now have over 300 employees between our six metro locations. We will coordinate services from our Chaska office, making sure staff and necessary equipment are readily available to keep the project on schedule and budget. In every project, we never lose sight of our mission to help clients realize their vision. As a company, we have a track record of building and maintaining strong, genuine relationships with our clients. We have always done this by being honest, authentic, and delivering on our promises. SOLUTIONS PROVIDED »Civil/Municipal Planning & Engineering »Water & Wastewater Engineering »Transportation Planning & Engineering »Structural Services »Aviation Services »Planning & Urban Design »Water Resources Engineering »Environmental Planning & Permitting »Construction Administration & Inspection »Land Surveying »Geographic Information Systems »Project Funding Support »Project Communication »Creative Studio Services From advocating for our communities to designing their dreams; we take pride in our work because we’re Real People offering Real Solutions. Learn more about our wide variety of services at bolton-menk.com. FIRM CONTACT INFORMATION Bolton & Menk, Inc. 2638 Shadow Lane, Suite 200 Chaska, MN 55318-1172 P: 952-448-8838 F: 952-448-8805 E: chaska@bolton-menk.com CONTACT PERSON David P. Martini, PE 2638 Shadow Lane, Suite 200 Chaska, MN 55318-1172 P: 612-756-3445 E: David.Martini@bolton-menk.com 381 2 2023 City Street Rehabilitation | City of Chanhassen KEY TEAM MEMBERS 2Key Team Members Bolton & Menk has assembled a highly motivated, experienced, and trained group of professionals for this project. It is Bolton & Menk's policy to staff all projects using a team approach, with close coordination between the client and team maintained at all times. Our team has extensive experience evaluating and developing successful solutions that meet the needs of our clients, can be supported by stakeholders, and be effectively implemented. For this reason, we handpicked the project team members who are the most qualified to deliver this project. Our proposed team provides the optimum combination of accessibility, local community knowledge, and specialized expertise. The following paragraphs provide a brief background and profile of each key team member. These individuals have track records of successful projects and, just as importantly, are enthusiastic and committed to meeting and exceeding your expectations. Detailed résumés are available in the appendix. Josh Eckstein, PE Project Manager Josh has the qualifications, experience, motivation, and work ethic to effectively manage each project phase. He will coordinate closely with the City of Chanhassen and project partners. Josh will manage the team and all schedule, cost, public outreach, and scope management processes. He will also bring his considerable design and construction expertise to this project team. His combined knowledge of design and construction of similar roadways will ensure the design team is efficient and accurate in all aspects of design and delivery. Josh is a project engineer who began his career as an intern in 2001 and became full time in 2005. He has successfully led project teams through a variety of multidiscipline engineering projects with a heavy emphasis on municipal streets, streetscapes, parking, and county highways; municipal sanitary sewer, water systems, and stormwater systems; and residential, commercial, and industrial developments. Josh has successfully completed many multijurisdictional roadway projects that involve blending county functional requirements with municipal and private business architectural and pedestrian mobility interests. His diverse design background spans the project lifecycle from schematic design and planning, design development, preparation of construction documents, construction management, and contract administration. He also has a range of experience developing, designing, and managing projects with multiple agencies and funding sources. Josh loves the ability to take a project from preliminary design through construction and watch it become a reality for the client. David Martini, PE Principal-in-Charge David will serve as principal-in- charge responsible for overall project oversight. He will oversee quality assurance throughout the project process and be responsible for committing sufficient personnel and resources to accomplish the project work plan within the time frame defined. David will monitor progress, schedule, and budget and work with Josh to ensure critical issues are addressed effectively, comprehensively, and promptly. David began his engineering career in 2000, and since that time, has worked on the design and construction administration of a variety of projects including residential and industrial subdivisions, park improvements, and utility upgrades. His experience also includes federal aid, municipal state aid, and permit applications to agencies such as the Minnesota Pollution Control Agency, Minnesota Department of Natural Resources, Minnesota Department of Health, and MnDOT. David appreciates the company's core values and the importance of maintaining personal relationships with our clients. He believes the services and those personal relationships are key to our clients' success. 382 3 2023 City Street Rehabilitation | City of Chanhassen Project Team and Experience Ryan Johnson, PE Design Engineer Ryan, who has extensive knowledge of his community, will serve as design engineer and be responsible for the Civil 3D corridor modeling, plan set preparation, and general design coordination. Ryan began his career in 2012. He has completed various engineering projects related to highways and streets, stormwater systems, water supply and distribution systems, residential and commercial land development, trail construction, and ADA route design. Ryan’s design background includes preliminary and final design, preparation of feasibility reports, preparation of construction plans and specifications, cost estimates, and project documentation. In addition to his design experience, he has construction observation experience which includes project coordination, project documentation, materials testing coordination, and punchlist inspection. Bob Bean, PE Water Resources Engineer Bob will work with the project team to provide water resource related services, including stormwater management, drainage, flood control, and regulatory and permitting requirements. Bob has extensive knowledge working with the Carver County Watershed Management Organization (CCWMO) and designing cost-effective solutions that satisfy WMO rules. Bob has provided engineering and construction services to public, private, residential, commercial, and industrial clients since 1995. He is passionate about gaining new experiences in all phases and types of engineering. He has been involved with many engineering projects, including street construction; installation of sanitary sewer, forcemain, watermain, storm sewer, and lift stations; construction of retention/detention ponds, infiltration basins, bioretention basins, and underground stormwater systems; and residential, commercial, and industrial developments. One of his favorite things about working at Bolton & Menk is the support that is provided when encountering new endeavors. Bob primarily focuses on providing hydraulic engineering support to our municipal clients. Mitch Hoeft, PE Trenchless Utility Design Engineer Mitch brings substantial trenchless utility rehabilitation and maintenance expertise to this project. He will help the city explore available trenchless options to provide a rehabilitation approach that is cost-effective and minimally disruptive. Mitch is a principal engineer who began his engineering career in 2008 with the City of Golden Valley. During his years there, Mitch represented the city on the Joint Water Commission (JWC) with partner cities Crystal and New Hope. Mitch developed expertise with a variety of watermain replacement techniques, including trenchless strategies for unique situations. Mitch specializes in trenchless utility rehabilitation and municipal engineering services. He is also involved in various organizations throughout the Upper Midwest and strives to establish connections within all aspects of public works. Connecting people and services is what drew Mitch to engineering, and he believes each project is unique and works to address each need in a way that is cost-effective, politically acceptable, and minimally intrusive. Tim Sorenson, PLS Survey Manager Tim will develop and implement a plan for surveying the corridor. He will closely manage the topographic survey and construction staking. Tim is a survey manager at Bolton & Menk whose career began in 1983. His expertise lies in boundary, topography, survey control, and GPS measuring systems. He enjoys the field of surveying because he loves improving communities and helping the people who live in them. Karth Whiteside, EIT Lead Inspector As lead inspector, Karth will provide full time on-site inspection services for the project’s duration. He will also coordinate the inspection, surveying, and testing components of the project. Karth began working for Bolton & Menk in 2016 as an intern and began his fulltime career as 383 4 2023 City Street Rehabilitation | City of Chanhassen Project Team and Experience a graduate engineer in 2019. His job responsibilities include design, technical specifications, plan reviews, CAD work and construction inspection. Karth has strong construction inspection experience that includes the 2022 CSAH 11 Improvements in Victoria, the 2021 Street Improvements in Maple Plain, and the 2019 and 2020 Infrastructure Improvements in Waconia. He is MnDOT certified in aggregate production, Bituminous Streets I & II, Concrete Field I & II, and Grading & Base I & II. Karth is an outstanding communicator who understands the importance of keeping all project stakeholders well informed. He has been very successful developing the trust and respect of the property owners who have been most directly impacted by the projects he has worked on and has developed professional relationships with contractors. His passions lie in finding new project opportunities and watching them move from concept to a finished product. Nicole Krause Communication Specialist Nicole will collaborate with the team to create and execute a public involvement plan that uses a full suite of digital and in-person tools aimed to engage all community stakeholders and build consensus. Nicole is a project communication specialist for Bolton & Menk who began her career in 2017. She has a passion for making communities better through inclusive and creative public engagement. Her strategic engagement planning paired with innovative digital and in-person tools help create spaces that reflect each unique community. Nicole provides engagement expertise on a variety of projects, from project conceptualization through construction. PROJECT EXPERIENCE Bolton & Menk has assembled an experienced team of professionals with a proven track record of delivering similar projects. We have highlighted several projects our team has delivered using a similar approach and/or with similar elements. We will draw upon this experience to benefit the 2023 City Street Rehabilitation project. Additional project experience and references are available upon request. 2022 CITY PAVEMENT REHABILITATION PROJECT (22-01) City of Chanhassen The 2022 city street improvement project included approximately five miles of streets within three separate neighborhoods, Brinker, Longacres and Stone Creek. Each neighborhood was originally constructed in the early 1990s and have had no major rehabilitation since. The project included public engagement including open houses, mailings, information requests, as well as preliminary design, feasibility study, 429 assessment process, final design and construction administration. Our team worked in conjunction with City staff to develop design solutions which were cost effective and comprehensive so that the City’s infrastructure could get needed upgrades and repairs while staying within budget. Each neighborhood received infrastructure upgrades as well as new curb and gutter sections and asphalt pavement which will restore the original look and feel of each neighborhood. Along with street repairs, pedestrian facilities within each neighborhood were improved by replacement of pedestrian ramps and eliminating trip hazards and broken sidewalk panels. All Improvements were completed in a systematic pattern to minimize inconvenience to property owners during construction. 384 2023 City Street Rehabilitation | City of Chanhassen BROCKTON LANE RECONSTRUCTION City of Plymouth This segment of Brockton Lane is a vital transportation collector route and pedestrian link between Medina Road and Hamel Road and needed full reconstruction. There was a high priority need to increase functionality and safety within the corridor and handle increasing traffic and pedestrian volumes. The Hamel Legion Park baseball field complex is located near the northern project limits. Designated parking and a safe pedestrian crossing were lacking. Sanitary sewer and watermain facilities owned and operated by the city also needed replacement near the north end of the project limits. Regular meetings and a strong communication plan helped us gather input and understand major stakeholder goals. We developed a plan to add needed on-street parking near the ball fields, install a pedestrian-safe Rectangular Rapid Flash Beacon (RRFB) crossing, include a pedestrian trail facility along the east side of the road, and construct an urban roadway facility with added turn lanes and increased intersection sightlines. We designed a two-lane urban roadway with added sight distances, turn lanes, and drainage improvements. We developed a layout and plan that improved traffic operational issues, added parking, increased pedestrian mobility and safety, and met stormwater treatment goals. A staged construction plan was developed to ease local resident concerns for access. Additionally, construction was completed without closing access to the Hamel Legion Park ball fields during the baseball season. Project Team and Experience 5 385 2023 City Street Rehabilitation | City of Chanhassen 2018 WOODHILL ROAD IMPROVEMENTS City of Minnetonka Woodhill Road was a 1.1-mile collector roadway with a failing surface and aging 36-inch trunk watermain that provided water from the tower to a large portion of the city. Bolton & Menk developed plans to include replacement of the 36-inch watermain with a smaller, but acceptable, 30-inch watermain. An 8-inch domestic watermain was added to parallel the trunk to serve the domestic water services, reducing connection and potential weak points on the new trunk main. Project phasing and temporary water service plans were developed to maintain water service spanning three separate water pressure zones along the area, as well as maintain suitable access for residents and businesses. An 8-foot multiuse trail was added to the length of the corridor to offer a safer travel option for pedestrians and cyclists. Alternative excavation means, including trenchless water services, were incorporated to help the contractor cross the newly underground private utilities. Strategic phasing and a public communication plan were put into place to help navigate the construction area and reduce impacts to businesses. Project Team and Experience 6 386 2023 City Street Rehabilitation | City of Chanhassen PROJECT UNDERSTANDING AND WORK PLAN 7Project Understanding and Work Plan PROJECT UNDERSTANDING Bolton & Menk understands the city expects its consultant to own the projects they work on and to review the project area in detail beyond just looking at maps. To make incremental improvements to the city over time, it is necessary to look beyond just rehabilitating pavement and understand how other infrastructure improvements within the project area may benefit the city. We also understand that making connections with all affected parties by providing multiple options for people to ask questions, communicate concerns, become informed, and access information at times that are convenient for them is key to a successful project. One of the ways we intend to own the project is to look beyond the limits of the curb and gutter. This includes using city maintenance records and having discussions with city staff to understand if there are spot repairs or necessary upgrades to the watermain system. Bolton & Menk can also, upon request, give the city a proposal for a more detailed evaluation of the water system within the project areas through our partners at Echologics. Echologics is an acoustic technologies company that can provide pipe condition assessments and leak detection services for watermains and other pressure pipes. The process is non-destructive, does not interrupt service, and provides quantitative actionable results. We also understand it is necessary to review sewer and storm sewer televising information to identify the need for spot repairs or system improvements. Our project team will also review city staff manhole (storm and sanitary) and gatevalve inspection reports. City staff inspection reports will be used to inform the design and set the basis of infrastructure repair. Bolton & Menk will also review available HydroCAD models to perform a high-level review of the ponding within the project area to identify opportunities to improve storm water management within the project area. Specifically, we understand the City of Chanhassen is seeking professional engineering services to rehabilitate approximately five miles of existing streets located in four different geographically separated neighborhoods. The four neighborhoods include the Curry Farms / Mulberry area, Saddlebrook area, Mission Hills area, and the Lake Susan Hills West area. These neighborhoods are generally comprised of residential land uses served by local neighborhood roadways. These neighborhoods are 29 to 34 years old and are in need of pavement rehabilitation and utility preservation. Streets within these areas have received regular maintenance such as crack seals, chip seals, and patching but have not received any major repairs since original construction. The Curry Farms / Mulberry neighborhood lies north and south of Lake Sucy Road, on the west side of Powers Boulevard and consists of approximately 1.6 miles of streets. This neighborhood was built-out in the late 1980s and early 1990s. These local residential streets have relatively low traffic volumes. No pedestrian facilities exist within this neighborhood. The streets are constructed with concrete curb and gutter and storm sewer intakes at low points for stormwater conveyance. Aging watermain and sanitary sewer facilities also exist within this neighborhood. The Saddlebrook neighborhood lies east of Powers Blvd north of the downtown area and consists of approximately 1.5 miles of streets. This neighborhood was built-out in the late 1980s. These local residential streets have relatively low traffic volumes. Pedestrian facilities (sidewalk) exist on Saddlebrook Curve from Powers Blvd to Kerber Blvd. and on Saddlebrook Trail from Saddlebrook Curve to Powers Blvd. and on Saddlebrook Pass from Saddlebrook Trail to Kerber Blvd. Each street is constructed with concrete curb and gutter with storm sewer intakes to convey stormwater. Aging watermain and sanitary sewer facilities also exist within this neighborhood. The Mission Hills neighborhood lies east of County Road 101 north of State Highway 212 and south of State Highway 5. This neighborhood was built-out in 1993 and is comprised of approximately 0.4 miles of streets These local residential streets have relatively low traffic 387 2023 City Street Rehabilitation | City of Chanhassen Project Considerations Map Galpin LakeLake Ann Lake Lucy Silver Lake Lotus Lake Christmas Lake LakeSusan Park Meadow Green Covington Park Hills West Park Lake Susan Lake Ann Park Lake Park Rice Marsh Park Lake Susan Pond Park Chanhassen Riley Lake Park Creek Run Trl Ashton Ct Teton Ln Devon s h ire D r Mul b erry Ci rButte Ct Sa ddleb rook Curv ePowers BlvdArboretum Blvd Powers BlvdAudubon RdOs prey LnH eron Dr Missio n Hills LnGr e at P l a i ns BlvdLegend Neighborhood Project Area Street Improvements Saddlebrook - 1980s Lake Susan Hills - 1990s Mission Hills - 1993 Curry Farms/ Mulberry - 1990s 8Project Understanding and Work Plan 388 2023 City Street Rehabilitation | City of Chanhassen volumes. Streets within this neighborhood have concrete curb and gutter with low point storm water intakes and piping conveying water to regional storm pond facilities. A pedestrian facility (concrete sidewalk) exists along Mission Hills Lane substandard pedestrian ramps. Aging watermain and sanitary sewer facilities also exist within this neighborhood. The Lake Susan Hills West neighborhood lies east of Audubon Road, north of Lyman Boulevard and south of TCW Railroad. This neighborhood was built-out in the late 1980s to early 1990s and is comprised of approximately 1.3 miles of streets. These local residential streets have relatively low traffic volumes. Streets within this neighborhood have concrete curb and gutter with low point storm water intakes and piping conveying water to regional storm pond facilities. Pedestrian facilities (concrete sidewalk) exist along Osprey Lane, Bluebill Trail and Heron Drive. Aging watermain and sanitary sewer facilities also exist within this neighborhood. Task 1. Project Management Josh and Dave’s management will proactively address project needs, while consistently adjusting the project course at the direction of staff. A strong project management team is an essential element to ensure engaging and informative communication throughout the project. Our team will provide accurate, timely, coordination and facilitation services for the duration of the project, including meetings with staff, property owners and stakeholders. Below is a list of project management deliverables that will be utilized throughout the project: • Meeting schedule, agenda and minutes. • Project schedule with key milestones for 429, bidding and construction process. • Budget and scope updates on an as needed basis • Status reports during feasibility study and final design phase. • Monthly invoice and timely change order / amendment submittal Task 2. Design Feasibility Study Our team will lead the city and all stakeholders through a well-defined, process-driven program that will meet the needs of city staff, engage property owners, and maintain the project schedule. We will complete a thorough feasibility study process which will take a comprehensive look at all municipal infrastructure within the project area and develop innovative solutions for rehabilitation. Our team will specifically look at pavement, storm sewer, watermain, sanitary sewer, pedestrian facilities, lighting, stormwater quality facilities, and all other aspects of the project to develop a comprehensive rehabilitation plan for each neighborhood. We will develop comprehensive layout graphics showing all planned improvements for each neighborhood. Layouts will be developed based on review of city-provided infrastructure data in conjunction with robust staff communication and input, including comprehensive and team meetings. Layouts shall be reviewed and approved by staff prior to moving into final design. These layouts will also be used within the feasibility study document. Our approach to reviewing When it comes to providing professional rehabilitation services to the Curry Farm/Mulberry area, Saddlebrook area, Mission Hills area, and Lake Susan Hills West neighborhoods, the Bolton & Menk team will deliver the project in a timely and cost-effective manner. Our detailed work plan below outlines tasks and addresses all elements of the RFP. 9Project Understanding and Work Plan 389 10 2023 City Street Rehabilitation | City of Chanhassen Project Understanding and Work Plan watermain replacement needs typically includes using as-built information such as pipe age and material type, city maintenance records, and discussions with city staff to understand if spot repairs or upgrades to the watermain system are needed. Our team is very knowledgeable and experienced with the 429 process and will set a clear schedule for meeting all requirements and deadlines. We will prepare an assessment roll based on the city’s assessment policy that outlines assessments for street, storm sewer, sanitary sewer, and watermain per the city’s policy. We will include estimated costs for each project component and identify the overall assessable percentage for the project. We will also include a financing and funding section within the study. Once complete, the feasibility study will serve as the guiding document for the final plans and specifications. We anticipate a project kickoff meeting and project management team (PMT) meetings approximately monthly to keep the flow of project information consistent. Our Chaska location will be available for collaboration outside of scheduled meetings. Our team will assess existing surface water management features. We will complete an evaluation of existing stormwater ponds and conveyance system infrastructure. We will identify deficiencies and propose solutions early in the process for discussion with the PMT. Drainage areas and major structures will be mapped and drainage patterns will be understood. Our team will determine which structures, ponding, and erosion control measures will be needed on the project. We will develop pond feasibility memos for up to two ponds as part of the associated fee. Additional memos can be developed on an as needed basis. Our understanding is that design or plan preparation for pond cleanout work will be an addendum to the scope and fee provided. All surface water management will follow City, Minnehaha Creek Watershed District (MCWD) (Curry Farms neighborhood), and Riley Purgatory Bluff Creek Watershed District (RPBCWD) standards and regulations. Correspondence with MCDW and RPBCWD will begin very early on in the process to set expectations and define stormwater management goals for the project. Our team understands the need for direct and deliberate coordination with all private utility owners within the project corridor. Early notification, coordination, and development of a comprehensive utility contact list is very important to maintaining the project schedule. Our team will review and identify utility conflicts based on the proposed improvements. We will also provide a comprehensive list of potential utility impacts and coordinate with the city project manager to notify all private utility owners of potential relocation efforts. Our team plans to engage the public through the two neighborhood informational meetings outlined in the RFP. We will provide all documents for the meetings and give a thorough overview of the project to those in attendance. Our goal will be to convey a message to the public that timely and well-thought-out spot repairs will save money in the long run. We will post all neighborhood meeting materials and information on the city website for review by those who may not be able to attend. Permits and Approvals Bolton & Menk will prepare and coordinate all necessary permits for the project. Based on our knowledge of the project, we anticipate the following permits may be necessary: NPDES, SWPPP, WCA, MnDNR, ACOE, MCWD, and RPBCWD. We anticipate additional coordination upfront for the permit process with the watershed district. Final Design Our team will develop detailed design documents for the proposed improvements. Milestones associated with the design will include 60%, 90%, and 100% plans and specifications developed in accordance with city standard specifications and detail plates. 390 11 2023 City Street Rehabilitation | City of Chanhassen • 60% Plan Review—submittal to include topography, utility plans, profiles, alignments, intersection layouts, drainage plans, typical sections, preliminary utility relocations, and engineer’s estimate • 90% Plan Review—submittal to include complete plan set and engineer’s estimate • Final Plan Approval—submittal to include final design plans, specifications, and engineer’s estimate for approval and signatures Major design components within the project areas include • Pavement condition review and selection of appropriate rehabilitation method ◦Full depth reclamation ◦Mill and overlay • Drainage review ◦Stormwater conveyance ◦Stormwater ponding ◦Street subsurface drainage ◦Stormwater management plan • Curb and gutter condition review • Intersection layouts with curb and gutter elevations • Communication with all small utilities to discuss replacement and/or relocation (including electric, gas, telephone, cable TV, etc.) • Location and evaluation of the existing sanitary sewer system, including potential system upgrades consistent with the city’s sanitary sewer capital improvement plan (CIP) • Existing watermain locations and evaluation, including potential system upgrades consistent with the city’s water CIP • Location of signing and striping • ADA-compliant sidewalks and pedestrian ramps; we assume little, if any, sidewalk will be incorporated into the project design • Stormwater Pollution Prevention Plan (SWPPP), including plan sheets and specifications • Statement of estimated quantities and tables, including street, utilities, and miscellaneous construction items, all consistent with the city’s standards • Engineer ’s estimate • Construction specifications/contract documents including advertisement for bids and bidding schedule (advertisement costs have not been included in our proposal) • Permit review and approvals • Wetlands impacts are not anticipated within the project limits and no wetland permitting fees have been included in our proposal Deliverables: feasibility study document, hard copy and electronic copy of preliminary and final plans, specifications/contract documents, advertisement for bids, engineer’s estimate, meetings notes, and all submitted permits with cover letters Task 3. Bidding Our team will coordinate and manage the bidding phase with the understanding that bidding dates and deadlines need to be identified and coordinated with city council meeting schedules. We will develop a schedule that weaves together ad-for-bid publication, bidding duration, bid opening, council packet deadlines, and award. A solid bidding schedule outlining publication and packet deadlines along with appropriate durations for bidding, bid review, and award letter preparation is key to the process. We will submit ad- for-bids, publish and distribute plans and specifications, and maintain a plan holder's list via Quest CDN. We will be the primary contact for contractor bidding questions and issue addenda as appropriate. We will also host an online bid opening, tabulate and review bids, and prepare an awardrecommendation letter. Task 4. Design Surveying The city-provided record drawings, GIS and planimetric data will be used as the starting point for the base drawing. The exact need for supplemental topographic survey will be defined during the preliminary design and feasibility study phase of the project. Topographic survey will be limited to areas of need as defined during the feasibility study. Pertinent field information regarding city infrastructure, adjacent buildings, right- of-way, contours, and private small utilities will be gathered within specifically defined areas. We do not anticipate the need for topographic surveys in the mill and overlay areas. All data obtained will be based on Carver County coordinates. Underground utility information will be located and described per available as-builts, field markings, and private utility map information facilitated through Gopher State One Call. Right-of-way and property lines will be illustrated based Project Understanding and Work Plan 391 12 2023 City Street Rehabilitation | City of Chanhassen Project Understanding and Work Plan on plat and GIS information. Boundary surveys will not be completed to identify all property corners within the project area. Existing structures (i.e., manholes, gate valves, and hydrants) will be inventoried within specific areas as defined by the feasibility study. Our team will prepare a comprehensive existing conditions basemap for design. Our basemap will be completed in AutoCAD format and will incorporate information provided by City staff and private utilities as well as supplemental survey information gathered by survey staff. The fee for this task has been defined and set within the RFP as an allowance of $25,000. We have included this amount in our fee estimate as part of the total project fee. Since the scope of work is unknown at this time, we make no implications that this amount is sufficient to cover the work required for this task. We will work with City staff to define the scope of surveying and basemap creation during the feasibility study phase and work to complete those agreed upon survey tasks on an hourly basis. We will monitor the status of the budget and inform staff as to the status of the budget so that adjustments can be made if needed. Deliverables: Point file with coordinates and elevations. Complete basemap of existing conditions in AutoCAD (.dwg) format. Task 5. Meetings Bolton & Menk will work with city staff on the public involvement plan and attend informational meetings to identify key project issues and concerns from adjacent property owners and stakeholders. This information will be incorporated into the design. We plan to provide resources for the following meetings: • Three city council meetings, including the improvement hearing and assessment hearing required as part of the 429 process • Two neighborhood informational meetings • Agency meetings, including with city, county, and watershed staff ◦Individual property owner meetings ◦Preconstruction meeting ◦Weekly construction meetings Deliverables: Copies of meeting notes and any necessary project analysis Task 6. Construction Surveying Our team will provide comprehensive construction staking services, assisting the contractor during construction of the project. Our survey staff will complete all office computations and checks, taking plan information and developing staking files for the field. Field staff will provide all necessary horizontal and vertical control as well as construction staking as needed by the contractor to complete the work as defined by the plans and specifications. The fee for this task has been defined and set within the RFP as an allowance of $20,000. We have included this amount in our fee estimate as part of the total project fee. Since the scope of work is unknown at this time, we make no implications that this amount is sufficient to cover the work required for this task. We will complete construction surveying on an hourly basis. We will monitor the status of the budget and inform staff as to the status of the budget so that adjustments can be made if needed. Survey crews will complete field staking on the following features: • Construction limits • Grading • City utilities • Curb and gutter • Signage • Landscaping amenities • Miscellaneous infrastructure features Deliverables: Field stakes and documentation of all survey points installed 392 13 2023 City Street Rehabilitation | City of Chanhassen Project Understanding and Work Plan Task 7. Construction Administration Our team will provide the City with a well-managed constriction management effort. Ryan and Karth will manage the project as an extension of, and alongside City staff. Our team is familiar with communication and construction goals of the City and will lead a coordinated effort with the contractor to meet intermediate and final completion goals. We understand the need to maintain strict working hours for the benefit of property owners and will work with the contractor to minimize property owner inconvenience to the extent practical. Our team will coordinate and communicate ongoing construction sequencing with the affected public and make an effort to be the first point of contact for resident questions. The project manager will perform the following construction administration responsibilities: • Attend preconstruction meeting • Perform on-site review pertaining to work and progress, as needed • Attend weekly progress meetings, as needed • Prepare change orders and written directives • Review shop drawings, material lists, and suppliers • Respond to RFIs • Review and approve pay requests • Resident coordination • Punch list • Final closeout documents Deliverables: Copies of meeting notes, change orders, directives, shop drawings, materials lists, supplier's lists, and pay requests Bolton & Menk will complete survey work and as-built survey for the construction project. We will provide detailed record plans to the City of Chanhassen for all construction facets. We will provide final record drawings in full size and half size paper format as well as AutoCAD electronic format. Our team will coordinate with the contractor to provide all final documentation as defined by the contract documents to submit final payment andclose out the project. ADDITIONAL VALUE-ADDED SERVICES Public Engagement Value-Added Communications Plan As a company, effective communication with the residents of our communities served has been a firm priority for many years. That dedication initiated the creation of an internal communications department that serves the projects and communities we work on and for. Over the years, our staff have created proactive messaging plans that have transformed controversial projects and aided in organizing communication flows from residents to the right representatives to manage their concerns. We look to be proactive, see likely issues before the calls, and build a clear understanding of expectations for those impacted by construction. Task 8. Preparation of As-Built Drawings and Project Closeout 393 2023 City Street Rehabilitation | City of Chanhassen On this project, we will add a specific value to the city with a plan that is focused on giving residents a clear understanding of the project's value. We will also show residents why they are being served well financially with the city's proactive approach to managing pavement deterioration. In several other communities, we have been highly successful with helping community members • See the value in an improvement project • Understand that the payment they may make via assessments is lower than it may have been if a proactive approach to maintaining pavement in an area was not in place by the city • Realize the money is well spent on a long-term benefit We believe its our job to help the public understand not only what to expect, but why we are doing the right thing for the community. We will use this plan to help manage thoughtful communications on the project. Pop-Up Meetings Pop-up meetings in the heart of the community offer great opportunities to gain public input. Our team can attend community events where people are already gathered and talk to them where they are. Project Webpage Project webpages are expected, but our planning webpages exceed expectations. We post project information, upcoming events, opportunities to get involved, and invitations for public comment. Our webpages can also include online surveys and a comment mapping interface. Or, if you prefer, we can provide content for the city's own website. Bolton & Menk has received strong, positive feedback on our success in creating and facilitating project webpages, and we can provide great references! Online Comment Mapping Do you want to see residents' thoughts at a single glance? Bolton & Menk has developed an online public input application with a customizable interface and tools. This makes it easy for you to gather all comments in one place. We will design the website to allow people to add their comments directly on a map of the city as well as view and respond to other's comments. 14Project Understanding and Work Plan 394 15 2023 City Street Rehabilitation | City of Chanhassen Online Project Information We want everyone informed, even if they miss a meeting. We will post materials from the meetings, along with additional information, to help people understand the project and how to provide comments. It'll be like they never missed a meeting at all! Story Map An interactive, online story map helps tell the city's story. We combine project videos and photos with interactive opportunities to create a unique, intuitive, scrollable, online webpage. Social Media Updates Social media is a fun way to interact with people. We will work with city staff to determine regular discussion topics for the city's social media accounts or create a new project-specific account. We will use social media to showcase project events, direct people to information on the project web page, and create a space for people to provide comments and questions. Online Surveys Another great way to gather input is through online surveys. We can create and post surveys on the project web page and promote them in different places like social media. Results are summarized and presented as a report to city staff. Live Polling Live polling software can be used at meetings to ask key questions developed during the planning process. This interactive exercise allows people to instantly see responses. In addition to this being fun, it helps everyone in the room have an equal opportunity for input. Watermain Assessment Bolton & Menk has partnered with Echologics, an acoustic technology company, to provide pipe condition assessment and leak detection services. The process is non-destructive, does not interrupt service, and provides quantitative actionable results. The process uses acoustic waves to calculate the average wall thickness of the pipe, which can be compared to the original pipe wall thickness to determine wall thickness loss as a percentage. Pavement Evaluation Bolton & Menk has partnered with RoadBotics, a global leader in providing data-driven roadway assessments. By using artificial intelligence and machine learning, RoadBotics provides an objective evaluation to identify pavement distress. Bolton & Menk can quicky and efficiently transform the provided pavement ratings into a custom block-by-block rehabilitation plan. Manhole Evaluation GeoCP 360 records an interactive 360-degree photo of belowground structures to help communities manage assets. This tool, developed by Bolton & Menk, allows the viewer to observe a 360-degree snapshot in time to quickly evaluate condition and identify needed repairs. Images can be accessed on an intuitive interactive application, which includes an inset map to spatially reference the interactive photos. Presenting 360-degree photography in GeoCP 360 and adding location data gives the context needed to use these images in a future condition assessment or investigation. CLICKHERE 395 2022 City Street Rehabilitation | City of Chanhassen COST Bolton & Menk will provide the scope of services as described for an estimated fee of $331,482. This fee is based on the hours we have estimated for each task ($132,882) plus the allowances that have been specified by the city ($198,600 - Inspection & Survey). We will bill work following our standard hourly billing rates and will not exceed our total hourly estimate of $132,882 without prior authorization from the city. In addition, we will track the budget for the specified allowances ($198,600) and will not exceed those budgets without prior authorization from the city. NOTE: We will provide a separate additional fee for any selected additional value-added services 16Cost Client: City of Chanhassen Project: 2023 City Street Rehabilitation Task No.Work Task Description Project ManagerPrincipal‐in‐ChargeDesign EngineerTrenchless Utility Design EngineerWater Resources EngineerSurvey ManagerProject Communication SpecialistLead InspectorTotals Costs 1.0 Project Management 1.1 Project Management 16 30 46 $8,108.00 Subtotal Hours ‐ Task 1 1630000 00 046 $8,108.00 2.0 Design 2.1 Preparation of Feasibility Study and Assessment Rolls 16 16 32 $4,896.00 2.2 Pavement Analysis 10 10 20 $3,060.00 2.3 Watermain and Sanitary Evaluation 2 20 8 30 $4,716.00 2.4 Storm Sewer Review 5 8 16 29 $4,612.00 2.5 Storm Pond Evaluation (Inc. 2 Pond Feasibility Memos)40 40 $6,080.00 2.6 Prepare Construction Plans and Specifications 58 180 45 70 353 $54,544.00 2.7 Prepare Opinion of Probable Cost Based on Final Plans 8 8 4 20 $3,056.00 2.8 Prepare and Submit Permit Applications for Approval 2 8 10 20 $3,020.00 2.9 Easement and Right‐of‐Way Review 1 8 9 $1,342.00 1.10 Public Engagement Support 40 40 $5,040.00 Subtotal Hours ‐ Task 2 97 0 255 61 140 0 40 0 593 $90,366.00 3.0 Bidding 3.1 Submit Ad for Bids 1 1 $158.00 3.2 Distribute Plans and Specs 1 1 2 $306.00 3.3 Maintian Planholder's List 1 1 $148.00 3.4 Respond To Bidders' Questions and Issue Addenda 2 4 6 $908.00 3.5 Conduct Bid Opening and Tabulate Bids 2 2 $316.00 3.6 Prepare Award Letter 2 2 $316.00 Subtotal Hours ‐ Task 3 80600 00 014 $2,152.00 4.0 Design Surveying 4.1 Allowance (Given Within RFP)$25,000.00 Subtotal Hours ‐ Task 4 00000 00 00 $25,000.00 5.0 Meetings 5.1 City Council Meetings (3 Mtgs)3 6 9 $1,590.00 5.2 Neighborhood Open Houses (2 Mtgs)2 5 7 $1,246.00 5.3 Project Management Team and Stakeholder Meetings 8 8 $1,264.00 5.4 Preconstruction Meeting 2 2 $316.00 5.5 Property Owner Meetings (3 Mtgs)6 6 $948.00 Subtotal Hours ‐ Task 5 2111000 00 032 $5,364.00 6.0 Construction Surveying 6.1 Allowance (Given Within RFP)$20,000.00 Subtotal Hours ‐ Task 6 00000 00 00 $20,000.00 7.0 Construction Administration 7.1 Construction Administration 90 42 132 $20,436.00 7.2 Inspection ( See Note 1)1200 1200 $153,600.00 Subtotal Hours ‐ Task 7 90 0 42 0 0 0 0 1200 1332 $174,036.00 8.0 Preparation of As‐Built Drawings and Project Closeout 8.1 Prepare and Submit Record Drawings in Electronic and Hard Copy Format 10 4 20 34 $4,640.00 8.2 Project Closeout 4 8 12 $1,816.00 Subtotal Hours ‐ Task 8 401800 402046 $6,456.00 Total Hours 236 41 321 61 140 4 40 1220 2063 Average Hourly Rate $158.00 $186.00 $148.00 $180.00 $152.00 $150.00 $126.00 $128.00 Subtotal $37,288.00 $7,626.00 $47,508.00 $10,980.00 $21,280.00 $600.00 $5,040.00 $156,160.00 Subtotal Total Fee $331,482.00 Total Fee $331,482.00 Detailed Cost Estimate Bolton & Menk, Inc. 396 Key Team Member Résumés APPENDIX 397 Summary Josh is a project engineer for Bolton & Menk, beginning his career as an intern in 2001 and full time in 2005. He has successfully led project teams through a variety of multidiscipline engineering projects with a heavy emphasis on municipal streets, streetscapes, parking, and county highways; municipal sanitary sewer, water systems, and stormwater systems; and residential, commercial, and industrial developments. Josh has successfully completed many multi-jurisdictional roadway projects that involve blending county functional requirements with municipal and private business architectural and pedestrian mobility interests. His diverse design background spans the project lifecycle from schematic design and planning, design development, preparation of construction documents, construction management, and contract administration. He also has a range of experience developing, designing, and managing projects with multiple agencies and funding sources. Josh loves the ability to take a project from preliminary design through construction and watch it become a reality for the client. Experience Louisville Township, MN •169 Frontage Road Alignment Study •Engelhaven Street Reconstruction Feasibility Study •Zumbro Avenue Improvements (CSAH 14 to Township Line) •Street Assessment Policy Shakopee Mdewakanton Sioux Community •CSAH 83 Mill & Overlay •City of Waconia, Minnesota •2015 Infrastructure Improvements •2013 Infrastructure Improvements •2007 Infrastructure Rehabilitation •2006 Infrastructure Rehabilitation (S.A.P. 231-104-001, 231-105-001, 231-106-001) •Lift Station 52 Rehabilitation •Southeast Area Lift Station Construction •South-Central Storm Sewer Improvements •Lake Waconia Outlet Improvements •Cedar Point Park Improvements •Northwest Area Watermain Loop •Northeast Area Trunk Utility Study •Numerous Private Development Plan Reviews City of St. Bonifacius, MN •2008 Street Reconstruction •Well No. 4 Raw Water Line •Well No. 4 Construction •2013 Street Improvements Joshua Z. Eckstein, PE Principal Engineer Education Bachelor of Science - Civil Engineering Minnesota State University, Mankato Registration •Professional Engineer, MN 398 •Main Street Sidewalk City of Mayer, MN •TH 25 Reconstruction (SP 1006-25) •East Side Reconstruction City of Norwood Young America, MN •Prairie Dawn Park Improvements •Tacoma Avenue/Railroad Street Improvements (SAP 98-080-30) •South Baseball Field Improvements •Sports Complex Improvements •Willkommen Park Improvements •2013 Infrastructure Rehabilitation •2010 Infrastructure Rehabilitation •CSAH 34 Improvements (SAP 10-634-11) •2008 Trunk Watermain Improvements •Faxon Road Improvements •Reform Street Extension •Oak Grove Redevelopment •Shady Lane Drainage •2007 Infrastructure Rehabilitation •2005 Infrastructure Rehabilitation City of Cologne, MN •Fritz Ballfield Retaining Wall Reconstruction •Benton Lake Bituminous Trail •Conrad Avenue Drainage •CSAH 36 Trunk Watermain Extension City of Lester Prairie, MN •Downtown Alley Reconstruction •Crow River Watermain Crossing •2008 Sidewalk & Trail Improvements (SP 43-591-02) •South Side Storm Sewer Comprehensive Planning •Municipal Utility Evaluation •Cedar and Third Avenue Building Site Review •Infrastructure Depreciation Calculations •CSAH 9 Trunk Watermain Improvements •Central Avenue Utility Improvements •Flood Management and Response Plan •Prairie Ridge Storm Sewer Repair •CSAH 9 and CSAH 23 Watermain Crossing •2013 CIPP Sewer Rehabilitation •2014 CIPP Sewer Rehabilitation City of Winsted, MN •Street Assessment Policy •Pavement Management Program •Grass Lake Road Utilities and Public Works Drainage •Shady Creek Drive and Shady Creek Circle Improvements •2008 Airport Improvements Joshua Z. Eckstein, PE, Principal Engineer 399 •2009 Airport Improvements •Kingsley Street Trail Planning •Grass Lake Farm Watermain Extension •City Hall Storm Sewer •City Hall Slope Stabilization •Industrial Boulevard Sanitary Sewer Realignment •Airport Pavement Rehabilitation •Linden Ave Sewer Improvements •Kingsley Lift Station Rehabilitation •2012 Infrastructure Rehabilitation •Industrial Park Expansion Preliminary Engineering Report •Wastewater Treatment Facility Improvements •Numerous Private Development Plan Reviews •Numerous Preliminary Engineering Reports City of Watertown, MN •2005 Street Reconstruction •2006 CIPP (Slip Lining) City of Mound, MN •2009 Street, Utility, and Lift Station Improvements •2008 Lift Station Improvements •2010 Street, Utility, and Retaining Wall Improvements •2012 Street, Utility, and Retaining Wall Improvements McLeod County, MN •2013 CR 78 and CSAH 23 Infrastructure Rehabilitation •2010 CR 113/3rd Street South Improvements Carver County, MN •2014 CSAH 10 Bridge & Roadway Improvements •Jamestown Villa Townhome Association •2012 Street & Drainage Improvements City of Victoria, MN •78th Street & Kochia Lane Street & Drainage Improvements Metropolitan Council Environmental Services •East Bethel Gravity Interceptor & Discharge Phase I (MCES Project 801621) 400 Summary David began his engineering career in 2000 and, since that time, has worked on the design and construction administration of a variety of projects including residential and industrial subdivisions, park improvements, and utility upgrades. His experience also includes federal aid, municipal state aid, and permit applications to agencies such as the Minnesota Pollution Control Agency, Minnesota Department of Natural Resources, Minnesota Department of Health, and MnDOT. David appreciates the company's core values and the importance of maintaining personal relationships with our clients. He believes the services and those personal relationships are key to our clients' success. Experience City of Orono, MN •Street Improvements •Old Crystal Bay Road Reconstruction •Drainage Improvements •Development Review and Oversight •Park and Trail Improvements •Capital Improvement Planning •Pavement Management Plan •Big Island Improvements City of Mayer, MN •TH 25 Reconstruction with Assessments •East Side Reconstruction with Assessments •Development Reviews and Oversight •Master Drainage Improvements •West Ridge Park Grading and Wetland Improvements •Comprehensive Transportation Study •Comprehensive Water and Sewer Plans •North-South Corridor Preservation •Pavement Management Planning •Master Storm Sewer Improvements •Wetland Restoration City of Maple Plain, MN •Veterans Memorial Park Improvements •2021 Street Reconstruction •Capital Improvement Planning •Development Review and Oversight City of Deephaven, MN •Street Improvements •Sewer Improvements •Cottagewood Road Drainage Improvements David P. Martini, PE Senior Principal Engineer Education Master of Science - Infrastructure Systems Engineering University of Minnesota Bachelor of Science - Civil Engineering North Dakota State University Registration •Professional Engineer, MN Awards Extra Mile Award - Minnesota Society of Professional Engineers, 2008 Young Engineer of the Year - Minnesota Society of Professional Engineers, 2000 Above & Beyond Award - Bolton & Menk, Inc., 2020 Engineer of the Year - Minnesota Society of Professional Engineers, 2021 401 •Main Beach Drainage Improvements •Fairhomes Road Drainage Improvements •Main Beach Dock Improvements •Stormwater Management Plan •Vinehill Road Bridge •Northome Road Bridge City of Greenwood, MN •Street Improvements •Sewer Improvements •Stormwater Management Plan •Seal Coating City of Woodland, MN •Street Improvements •Stormwater Management Plan City of Watertown, MN •TH 25 ARRA Project •CSAH 20 Reconstruction •2008 Trail Construction •Street Reconstruction Projects •Comprehensive Transportation Plan •Development Reviews and Oversight •Mill Avenue Sanitary Sewer and Watermain Extension •Downtown River Walk •Comprehensive Sidewalk/Trail Study •North-South Alignment Study for Future County Road City of Tonka Bay, MN •Capital Improvement Plan •Stormwater Management Plan City of Ramsey, MN •Comprehensive Sanitary Sewer Plan Update •Northwest and Northeast Sanitary Sewer and Watermain Extensions •Ramsey Town Center AUAR Review •Feasibility Studies for 157th Lane and Ramsey Boulevard •Ramsey Crossing EAW David P. Martini, PE, Senior Principal Engineer 402 Summary Ryan began his career in 2012. He has completed various engineering projects related to highways and streets, stormwater systems, water supply and distribution systems, residential and commercial land development, trail construction, and ADA route design. Ryan’s design background includes preliminary and final design, preparation of feasibility reports, preparation of construction plans and specifications, cost estimates, and project documentation. In addition to his design experience, he has construction observation experience which includes project coordination, project documentation, materials testing coordination, and punchlist inspection. Experience City of Waconia, MN •TH 5 Corridor Improvements •2016 Infrastructure Improvements •Interlaken Woods Development •Interlaken 6th and 7th Addition Development •2014 Infrastructure Improvements •TH 284 and 10th Street Reconstruction •2013 Street Improvements Shakopee Mdewakanton Sioux Community •CSAH 83 Improvements •Cultural Center •ICO Subdivision •Utility Relocations for Enterprise •Dolan Parking Lot •Arctic Lake Subdivision •Arctic Lake Ravine Stabilization •BIA Road Inventory •McKenna Road Trail Joint Water Commission •36-Inch PCCP Line Repair City of Mayer, MN •TH 25 Roundabout Construction •Wetland Restoration City of St. Bonifacius, MN •Community Center Parking Lot •2013 Infrastructure Improvements •City of St. Louis Park, Minnesota •2015 Connect The Park! •Sidewalk and Trail Improvements Ryan R. Johnson, PE Associate Project Engineer Education Bachelor of Science - Civil Engineering Iowa State University Registration •Professional Engineer, MN Certifications Minnesota Department of Transportation (MnDOT) •Aggregate Production 403 City of Mound, MN •2014 Street and Utility Improvements City of Orono, MN •Lake View Sewer Capacity Study Blakeley Township, MN •Oak Crest Trail City of Medford, WI •Water Capacity Modeling Study Ryan R. Johnson, PE, Associate Project Engineer 404 Summary Bob has provided engineering and construction services to public, private, residential, commercial, and industrial clients since 1995. He is passionate about gaining new experience in all phases and types of engineering. He has been involved with many engineering projects including street construction; installation of sanitary sewer, forcemain, watermain, storm sewer, and lift stations; construction of retention/detention ponds, infiltration basins, bioretention basins, and underground stormwater systems; and residential, commercial, and industrial developments. One of his favorite things about working at Bolton & Menk is the support that is provided when encountering new endeavors. Bob primarily focuses on providing hydraulic engineering support to our municipal clients. Experience Stormwater Management •Stormwater Reuse and Irrigation Systems, City of Waconia •Drainage Improvements, City of Mound, MN •Drainage Improvements, Shakopee Mdewakanton Sioux Community •Community Park Improvements, City of Watertown, MN •Street & Utility Reconstruction, City of New Germany, MN •Drainage Improvements, City of Mound, MN •Stormwater Management Program Updates, Cities of Cologne, New Germany, Norwood Young America, Mayer, Waconia, and Watertown, MN •MS4 Assistance and SWPPP Development, Cities of Deephaven, Greenwood, Woodland, Orono, Mound, St. Bonifacius, and Waconia, MN •Compost Site, Shakopee Mdewakanton Sioux Community •East Village Residential Development, Shakopee Mdewakanton Sioux Community •Taco Bell/Sonic Restaurants in the Minneapolis/St. Paul Metro Area, YUM! •Luxembourg Apartments, City of Bloomington, MN •City Hall and Civic Improvements, City of St. Michael, MN •Highway 241 Business Park/Napier Court NE, City of St. Michael, MN •Preserve Business Park, City of Blaine, MN •Mississippi Cove Residential Development, City of Otsego, MN •North Landing Residential Development, City of Otsego, MN •Town Center, City of St. Michael, MN •Oakpointe Residential Development, City of Waconia, MN •Watermark Residential Development, City of Victoria, MN •Bloomfield Residential Development, City of Rosemount, MN •Sierra Residential Development, City of Waconia, MN •Centennial Avenue Wetland Restoration, City of St. Bonifacius, MN Wetlands •Preserve Business Park, City of Blaine, MN •Water Crossing Residential Development, City of Hanover, MN •Arbor Trail Residential Development, City of Hanover, MN •Oakpointe Residential Development, City of Waconia, MN Robert E. Bean Jr, PE Senior Water Resources Project Engineer Education Bachelor of Science - Civil Engineering North Dakota State University Registration •Professional Engineer, MN 405 Education Master of Public Administration - Public Administration Hamline University Bachelor of Science - Civil Engineering University of Minnesota Registration Professional Engineer, Minnesota Publications •Structural Cured-in-Place Pipe for Trunk Watermain, Public Works Magazine Organizations American Public Works Association American Society of Civil Engineers American Water Works Association City Engineers Association of Minnesota Minnesota Society of Professional Engineers Rural Water Association Wastewater Operators Association Awards and Accomplishments National American Public Works Association - Young Leader of the Year Award Nominee for the Minnesota Chapter National American Public Works Association - Exceptional Performance Award for Journalism - Inflow & Infiltration Co-Founder of the American Public Works Association University of Minnesota Student Chapter Mitchell R. Hoeft, P.E. Principal Engineer Summary Mitch is a principal engineer who began his engineering career in 2008. He specializes in trenchless utility rehabilitation, utility maintenance and rehabilitation, and municipal engineering services. He is involved in various organizations throughout the Upper Midwest and strives to establish connections within all aspects of municipalities. Connecting people and services is what drew Mitch to engineering, and he enjoys helping his municipal clients solve their ongoing utility-related issues with limited budgets. Experience Gravity Sanitary Sewer Related Projects •Annual Small Diameter Sewer Lining Projects °Minnesota: Albert Lea, Apple Valley, Brainerd, Brooklyn Center, Brooklyn Park, Cokato, Coon Rapids, Crystal, Duluth, Eagan, Faribault, Farmington, Golden Valley, Hastings, Hibbing, Hinckley, Hutchinson, Inver Grove Heights, Kenyon, Little Canada, Mahtomedi, Mankato, Maple Grove, Maplewood, Minnetonka, MN State Fair, New Brighton, Orono, Owatonna, Plainview, Plymouth, Red Wing, Redwood Falls, Roseville, Savage, Spring Park, St. Cloud, St. Louis Park, St. Paul, Vadnais Heights, Waconia, Wayzata, West St. Paul, White Bear Lake, Woodbury °Iowa: Cedar Rapids, Dubuque, Eagle Grove, Hartley, Perry, Sioux City, Storm Lake °Wisconsin: Appleton, Cumberland, De Pere, Fond du Lac, Green Bay, La Crosse, Manitowoc, Nekoosa, Oshkosh, Rice Lake, River Falls, Rothschild, Stevens Point, Superior, Wauwatosa °South Dakota: Sioux Falls, Watertown, Yankton °North Dakota: Devils Lake, Fargo, Horace, NDDOT, NDSU, South Heart •Minnehaha Creek Sewer Lining, City of Edina, MN •Large Diameter Sewer Lining, City of Brooklyn Park, MN •Lakeside Interceptor Rehabilitation, Western Lake Superior Sewer District •Scott-Bayshore Interceptor Rehabilitation, Green Bay Metro Sewer District •Richfield Interceptor Rehabilitation, Metropolitan Council Environmental Services •North Area Interceptor 6, Metropolitan Council Environmental Services •Sanitary Sewer Flood Repairs No. 6, City of Cedar Rapids, IA •Turtle Creek Sewer Rehab, City of Austin, MN Forcemain - Sanitary Sewer Related Projects •Lift Station 1 & 4 and Forcemain Improvements, City of West St. Paul, MN •Lift Station 2 and Forcemain Improvements, City of West St. Paul, MN •L46/L49 DIP Forcemain Condition Assessment, Metropolitan Council Environmental Services 406 Mitchell R. Hoeft, P.E., Principal Engineer •Plymouth Forcemain Rehabilitation, Metropolitan Council Environmental Services •Misc. Forcemain Rehabilitation Assistance, City of Minnetonka, MN Watermain Related Projects •TH 7 Watermain Replacement Project, City of Hopkins, MN •Carlson & Cheshire Parkway Watermain Rehabilitation, City of Minnetonka, MN •Glenwood Ave Watermain Rehabilitation, City of Golden Valley, MN •Eden Prairie Road Watermain Replacement, City of Eden Prairie, MN •PCCP Watermain Rehabilitation, Milwaukee Regional Medical Center •Lower St. Anthony Falls Watermain Repair, U.S. Army Corp of Engineers •Water Treatment Plant Renovations, City of Mankato, MN •4th Street Watermain Rehabilitation, City of Duluth, MN •Tri-City Watermain Rehabilitation, City of Golden Valley, Fridley, and Hutchinson, MN •12 Oaks Watermain Lining, City of Minnetonka, MN •NW Area Water Tower and Watermain Improvements, City of Faribault, MN Storm Sewer Related Projects •Antler’s Ridge Storm Sewer Rehabilitation, City of Eden Prairie, MN •Rehabilitation of Storm Sewer Systems at the Weston Plant, WE Energies •36-Inch Emergency Storm Sewer Lining, 3M in Saint Paul, MN •Misc. Storm Sewer Rehabilitation, City of Minnetonka, MN •Orchard Avenue Storm Sewer Rehabilitation, City of Crystal, MN 407 Summary Tim is a survey manager at Bolton & Menk whose career began in 1983. His expertise lies in boundary, topography, survey control, and GPS measuring systems. He enjoys the field of surveying because he loves improving communities and helping the people who live in them. Experience •2022 Street Rehab (22-01), City of Chanhassen, MN •Birch Bluff Street and Utility, City of Shorewood, MN •TH 41 and CSAH 61 Improvements, City of Chaska, MN •2021 Lift Station Improvements, City of Mound, MN •Wastewater Treatment Facility Expansion, City of Watertown, MN •Smithtown Pond Alternatives Analysis, City of Shorewood, MN •Water Treatment Facility Expansion, City of Carver, MN •Highway 11 Improvements, City of Victoria, MN •Glen Road, Manitou Lane, and Amlee Road Street Improvements, City of Shorewood, MN •City Park Design Services, City of Carver, MN •Tonka-Woodcroft Improvements, City of Minnetonka, MN •Mary Lake Outlet, City of Shorewood, MN •Certified Levee Improvements, CIty of Carver, MN •Meadows at Mystic Lake Golf Course Retaining Wall, Shakopee Mdewakanton Sioux Community •Hastings WWTP Facility Plan, Metropolitan Council •Lift Station L46/49, Metropolitan Council Environmental Services •Jamaica Avenue East Point, City of Cottage Grove, MN Timothy L. Sorenson, PLS Survey Manager Registration •Registered Land Surveyor, ND •Registered Land Surveyor, MN 408 Summary Karth began his career as a graduate engineer in 2019. He is responsible for design, technical specifications, plan reviews, construction inspections, and CAD work. Karth has expertise in the areas of water resources, including stormwater, and transportation. His passions lie in finding new opportunities to help design projects and watch them come to life. Experience Inspection Projects •2019 Infrastructure Improvements, City of Waconia, MN •2020 Infrastructure Improvements, City of Waconia, MN •2021 Street Improvements, City of Maple Plain, MN •2022 CSAH 11 Improvements, Carver County and City of Victoria, MN Other Project Experience •2022 Street Rehab (22-01), City of Chanhassen, MN •Bavaria Road Trail Improvements, City of Victoria, MN •Jonathan Carver Parkway Corridor Improvements, City of Carver, MN •Tuxedo Street and Utility, City of Mound, MN •Bay Ridge Sewer System Improvements, City of Mound, MN •2018 Westedge Boulevard Street and Utility Improvements, City of Mound, MN •TH 41 Expansion Project, Carver County, MN •Highway 282 and Creek Lane Improvements, City of Jordan, MN •CSAH 83 Reconstruction, Shakopee Mdewakanton Sioux Community •Hocokata ti (Cultural Center), Shakopee Mdewakanton Sioux Community •Meadows at Mystic Lake Golf Course Retaining Wall, Shakopee Mdewakanton Sioux Community •Stream Bank Stabilization, Shakopee Mdewakanton Sioux Community •Lyndale Avenue Reconstruction, City of Richfield, MN •Southview Boulevard Construction Administration, City of South St. Paul, MN •Glenwood Heights 2nd Addition, City of Worthington, MN •CSAH 1 and 44 Roundabout, Cass County, MN •TH 13 Corridor Evaluation, MnDOT Metro •Hastings WWTP Facility Plan, Metropolitan Council •Zachary Lane and Schmidt Lake Road, City of Plymouth, MN •Indian Lakes Trail (Judicial Ditch No. 1), Pipestone County, MN •Birch Bluff Street and Utility, City of Shorewood, MN Karth J. Whiteside, EIT Design Engineer Education Bachelor of Science - Civil Engineering University of Minnesota - Duluth Certifications Minnesota Department of Transportation (MnDOT) •Aggregate Production •Bituminous Street I •Bituminous Street II •Concrete Field I •Concrete Field II •Grading and Base I •Grading and Base II Minnesota Board of AELSLAGID •Engineer In Training - EIT American Concrete Institute •ACI Field Testing Tech I 409 Summary Nicole is a project communication specialist for Bolton & Menk who began her career in 2017. She has a passion for making communities better through inclusive and creative public engagement. Her strategic engagement planning paired with innovative digital and in-person tools help create spaces that reflect each unique community. Nicole provides engagement expertise on a variety of projects, from project conceptualization through construction. Experience Corridor Studies, Transportation Plans, and Comprehensive Plans •Greater Minnesota Mobility Study, MnDOT •Highway 10/169 Improvements, City of Anoka, MN •TH 41 Reconstruction, Carver County, MN •Southview Boulevard & 3rd Ave Improvements Project, Dakota County, MN •CH 21 Downtown Prior Lake Reconstruction Project, Scott County, MN •Stillwater Road/75th Street Safety & Management Project, Washington County, MN •Broadway Avenue Reconstruction, City of Rochester, MN •TH 14/15 New Ulm Gateway, MnDOT •CSAH 8 Wentworth Reconstruction, Dakota County, MN •8 Unit T-Hanger, City of Hawley, MN •Active Transportation Plan Update, City of Fairmont, MN •2017 Safe Routes to School, City of Janesville, MN •Comprehensive Plan Update, City of Luverne, MN •2040 Comprehensive Plan Update, City of Scandia, MN Construction Projects •Cedar Lake Road Improvements, City of St. Louis Park, Minnesota •CSAH 70 Gull River Crossing, Cass County •TH 53 Intersection and Passing Lane Improvements, MnDOT District 1 •Penn/Oliver Ave S Concrete Rehabilitation Project, City of Minneapolis, MN •2017 Concrete Pavement Rehabilitation Project, City of Minneapolis, MN •SW Interceptor Project, City of Jordan, MN •Fox Street Improvements Project, City of Orono, MN •2017 Street Improvements Project, City of Orono, MN •CSAH 61 Bridge and Roadway Reconstruction, Carver County, MN •CSAH 10 Realignment, Carver County, MN •2017 Street Improvements Project, City of Zimmerman, MN Communication Specific Projects •Webber 44 Public Engagement, Hennepin County, Minnesota Nicole M Krause Project Communication Specialist Education Bachelor of Science - Mass Communications and Public Relations Minnesota State University, Mankato 410 ###################################################### ###############################################################################################Lake Virginia Christmas Lake Lotus Lake Brendan Pond Lake Harrison Kerber Pond Lake Susan Rice Marsh Lake Lake Riley Rice Lake Lake St. Joe Lake Minnewashta Lake Ann Lake Lucy ST18 ST15 ST14 ST17 ST61 Minnewashta Regional Park North Lotus Lake Park Meadow Green Park Lake Ann Park Chanhassen Pond Park Chanhassen Nature Preserve Chanhassen Recreation Center Lake Susan Park Rice Marsh Lake Preserve Power Hill Park Fox Woods Preserve Bandimere Community Park Bluff Creek Golf Course Hesse Farm Park Preserve Lake Susan Preserve Raguet Wildlife Management Are MN Valley National Wildlife Re MN Landscape Arboretum Seminary Fen Scientific & Nat* Bluff Creek Preserve Independent School District 11 Independent School District 112 Independent School District 276 Riley Ridge Park Lake Ann Park Preserve SA5 SA7 SA101 SA41 SA5 )212 C C C C C Powers BlvdH w y212AudubonRdLyman Blvd Chanhassen RdA r b o r e t u m Blvd Pioneer Trl A r boretum Blvd GalpinBlvdHwy 212HazeltineBlvdMarketBlvdHwy 7 GreatPlainsB lvdFlying C l o u d D r C o R d 1 0 1 ST101 GH117 S S M M M M M M M M M Date Created: 7/25/2022 Document Path: K:\Departments\Engineering\CIP\2023-2027\CIP_5Year_2023-2027.aprxCreated By: City of Chanhassen - Engineering Department µ0 3,000 Feet 0 0.5 Mile 5-Year CIP Pavement Management Plan (PMP) - Streets (2023-2027) City of Chanhassen Legend 2023 2024 2025 2026 2027 Mill & Overlay Full Depth Reclamation ##Reconstruction S State/MnDOT Project C County Project M Municipal State Aid 411 Completeness Resources Fee Reviewer #1 Completeness/Quality of Proposal Resources/Personnel Total Cost Fees Overall Score 35%20%$45.0%100.0% SRF 28%15%323,138.00$ 45.0%88.0% Bolton & Menk 32%18%331,482.00$ 43.9%93.9% WSB 5%18%488,264.00$ 29.8%52.8% Kimley-Horn 30%15%335,490.00$ 43.3%88.3% Reviewer #2 Completeness/Quality of Proposal Resources/Personnel Total Cost Fees Overall Score 35%20%$45.0%100.0% SRF 23%14%323,138.00$ 45.0%82.0% Bolton & Menk 33%18%331,482.00$ 43.9%94.9% WSB 20%17%488,264.00$ 29.8%66.8% Kimley-Horn 30%16%335,490.00$ 43.3%89.3% Reviewer #3 Completeness/Quality of Proposal Resources/Personnel Total Cost Fees Overall Score 35%20%$45.0%100.0% SRF 27%16%323,138.00$ 45.0%88.0% Bolton & Menk 32%17%331,482.00$ 43.9%92.9% WSB 25%16%488,264.00$ 29.8%70.8% Kimley-Horn 28%18%335,490.00$ 43.3%89.3% Reviewer #4 Completeness/Quality of Proposal Resources/Personnel Total Cost Fees Overall Score 35%20%$45.0%100.0% SRF 25%13%323,138.00$ 45.0%83.0% Bolton & Menk 30%20%331,482.00$ 43.9%93.9% WSB 24%20%488,264.00$ 29.8%73.8% Kimley-Horn 25%15%335,490.00$ 43.3%83.3% Average between all reviewers Completeness/Quality of Proposal Resources/Personnel Total Cost Fees Overall Score 35%20%$45.0%100.0% SRF 26%15%323,138.00$ 45.0%85.3% Bolton & Menk 32%18%331,482.00$ 43.9%93.9% WSB 19%18%488,264.00$ 29.8%66.0% Kimley-Horn 28%16%335,490.00$ 43.3%87.6% Notes: $8,890 added to Kimley-Horn's price for their optional service to review as-builts. This was necessary to compare all of the proposals from an equal perspective. 2023 City Pavement Rehabilitation Project (Project No. 23-01) Completeness and quality of the proposal including a demonstrated understanding of the scope as it relates to the stated goals of the project and conformance with the RFP. This includes separation from other proposals by identifying specific items important to this City project. (35%) Resources of firm and experience of key personnel identified to perform the scope of services. This includes past performance on similar projects and experience on previous City of Chanhassen projects. (20%) Cost to perform all items identified to be completed within the RFP. (45%) 412 Capital Improvement Program City of Chanhassen, MN Contact Charlie Howley 2022 2026 thru Department Street Improvements Description Annual project to rehabilitate and/or reconstruct streets in the City. The 5 year Capital Pavement Management Plan identifies the planned streets for the next five years. The Plan is updated every fall to review priorities and needs, but generally intends to keep the overall condition index (OCI) average across all streets at 70 or higher. Project #ST-012 Priority n/a Justification The City uses a Pavement Management System in Cartegraph to monitor the condition of the City streets. While proper preventative maintenance extends the life of the street and is cost effective, a street will eventually deteriorate to a point that major maintenance is required. Rehabilitation projects extend the life of the street. In cases when utilities or poor sub grade needs to be replaced or where streets have deteriorated to a point where rehabilitation will no longer be practical, reconstruction of the street is necessary. A feasibility study is written to consider the merits of the project, scope of work, costs and assessments. Budget Impact/Other The City has an Assessment Policy, last updated in 2014, that identifies what and how much of the project is assessed to benefiting properties. Useful Life Unassigned Project Name Pavement Management Program (PMP)Category Street Improvements Type Improvement Account #2 Account #1 601-6xxx-4xxx Account #4 Account #3 Status Active Total2022 2023 2024 2025 2026Expenditures 27,325,0005,075,000 5,225,000 5,475,000 5,675,000 5,875,000Construction 5,075,000 5,225,000 5,475,000 5,675,000 5,875,000 27,325,000Total Total2022 2023 2024 2025 2026Funding Sources 8,380,0001,560,000 1,600,000 1,680,000 1,740,000 1,800,000Streets - PMP Assessments 12,570,0002,340,000 2,400,000 2,520,000 2,610,000 2,700,000Streets - PMP Funds 1,225,000225,000 235,000 245,000 255,000 265,000Utility Fund -Sewer 2,650,000500,000 520,000 540,000 560,000 530,000Utility Fund -Surface Wtr 2,500,000450,000 470,000 490,000 510,000 580,000Utility Fund -Water 5,075,000 5,225,000 5,475,000 5,675,000 5,875,000 27,325,000Total 413 City Council Item October 24, 2022 Item Monthly Fire Department Update File No.Item No: F.1 Agenda Section FIRE DEPARTMENT/LAW ENFORCEMENT UPDATE Prepared By Ana Fatturi, Fire Inspector/Admin Specialist Reviewed By Laurie Hokkanen SUGGESTED ACTION N/A Motion Type N/A Strategic Priority Operational Excellence SUMMARY Monthly Fire Department Update with Call Response Data from September 2022. BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS 414 10-24-2022 City Council Update September Data Graphs 2022 09 CRR Graphs 415 TO: FROM: DATE: SUBJ: Laurie Hokkanen, City Manager Don Johnson, Fire Chief October 24, 2022 Monthly Fire Department Update Fire Department Staffing Department staffing is at 33 paid on-call firefighters and 6 Full Time personnel. (2) POC firefighters returned from medical leaves in October. Fire Department Response The fire department responded to (120) calls for service in September, our highest this year. Call Breakdown for the month: 0-Chief 106-Duty-Crew 14 General Alarms: (14) General Alarms occurred during times the station was not staffed Significant calls included the following: •A large dumpster fire •A vehicle fire •Stalled elevators at multiple buildings due to power failure EMS Response Data: Total EMS Responses = 76 •Difficulty Breathing (13), Serious Medical (10), Traumatic Injury/Head Injury (13) •Motor Vehicle Accidents (7) 416 Laurie Hokkanen Fire Department Update Page 2 Primary Actions While on Scene •Check For Injuries and Symptoms 9 •Assessment and Vitals 14 •Assessment, Vitals, and Interventions 8 •Packaging and Loading for Transport 24 •Canceled En Route by ALS Provider 3 •Assist ALS with Transport 1 •No Patient Contact 7 37 3 Fire Units Arrived Prior to Ridgeview COVID Suspected/Confirmed Other Activities •Chief Johnson, with the State of Minnesota All Hazards Incident Management Team, went to assist with the Hurricane Ian disaster from September 30 - October 16. •Truck 1 was in the Homecoming Parade and Firefighters staffed the Homecoming Football Game for EMS support. •Multiple fire station tours and fire trucks visits scheduled around Fire Prevention Week. •Firefighter recruits tested for their Firefighter I certification. 417 Laurie Hokkanen Fire Department Update Page 3 Fire Inspections: Including proactive, complaint based, and annual – 15 Inspections •1 Pre-event Inspections: St. Hubert's Fall Festival •14 construction and fire sprinkler/alarm related inspections: StorageMart new building, Vesco remodel, FedEx remodel, several smaller remodel projects Plan Reviews: including fire alarm and suppression systems, building construction and remodel, and preliminary plan reviews: 14 Fire related: 8: All smaller remodel projects, moving several sprinkler heads, adding coverage, updating fire panels, etc. Construction: 4: Mostly smaller officer remodel projects, adding walls or moving walls. Preliminary: 2: Preliminary development comments on 2 projects, both home development sites. Public Education: 3 Fire Crews attended the Active Aging Event at the Rec Center and completed truck tours and handed out information to visitors on in-home fire safety. The Annual Fire Department Open House was a success. Many hours spent by day staff during the month preparing for the event. Duty Crews also assisted with cleaning and prep. Fire Department Training Updates Continuing Education and Outside Training Several of our staff assisted with the Carver County Fire Academy this month. The Academy also utilized our Station 1 for a training session. Fire Investigations N/A Department Training Much of the month is spent preparing for the open house. The Open House counts as Community Risk Reduction Training. Ana Fatturi and I attended the State Fire Marshal’s Annual Conference at the end of the month. 418 0 20 40 60 80 100 120 June July Aug Calls by Type and Month Rescue & Emergency Medical Service Alarm Calls Good Intent Call Hazardous Condition Service Call Fire 80 75 65 79 77 74 78 82 65 84 75 83 59 66 83 78 81 91 120 105 117 86 87 105 94 66 78 75 109 106 101 116 120 20 40 60 80 100 120 140 Jan Feb Mar Apr May June July Aug Sept Oct Nov Dec Chanhassen Fire Department Calls By Month Comparison 2020 2021 2022 419 753 921 1,002 917 1,078 1,119 400 500 600 700 800 900 1000 1100 1200 2017 2018 2019 2020 2021 2022 Projected Calls for Service by Year Rescue & Emergency Medical Service 64% Alarm Calls 12% Good Intent Call 7% Hazardous Condition 5% Service Call 8% Fire 4% 2022 Calls for Service by % of Call Type Rescue & Emergency Medical Service Alarm Calls Good Intent Call Hazardous Condition Service Call Fire 420 S 13% M 16% T 13% W 16% TH 13% F 14% Sa. 15% 2022 CALLS BY DAY OF WEEK 0 50 100 150 200 250 300 12‐4a 4‐8a 8‐12p 12‐4p 4‐8p 8‐12a CALLS BY TIME OF DAY 2019 2020 2021 2022 421 Elite chanhassenfire CFD Incident Type Report (Summary) Basic Incident Type Code And Description (FD1.21) Total Incidents Total Incidents Percent of Incidents Total Property Loss Total Content Loss Total Loss Total Loss Percent of Total Incident Type Category (FD1.21): 1 - Fire 111 - Building fire 1 0.83%2,500.00 2,500.00 5,000.00 37.04% 131 - Passenger vehicle fire 1 0.83%7,000.00 500.00 7,500.00 55.56% 154 - Dumpster or other outside trash receptacle fire 1 0.83% 1,000.00 1,000.00 7.41% Total: 3 Total: 2.50%Total: 9,500.00 Total: 4,000.00 Total: 13,500.00 Total: 100.00% Incident Type Category (FD1.21): 3 - Rescue & Emergency Medical Service Incident 311 - Medical assist, assist EMS crew 3 2.50% 3211 - Cardiac Arrest 3 2.50% 32110 - Fall Great than 10'1 0.83% 32112 - Medical Alarm 2 1.67% 32114 - Serious Medical 10 8.33% 32115 - General Medical 3 2.50% 32116 - Weak/Dizzy/Unwell/Unspecified 1 0.83% 32118 - Medical Other 1 0.83% 3212 - Unconscious/Unresponsive 3 2.50% 3213 - Difficulty Breathing 13 10.83% 3214 - Stroke 1 0.83% 3215 - Seizure 9 7.50% 3216 - Overdose 2 1.67% 3217 - Allergic Reaction 1 0.83% 3219 - Traumatic Injury/Head Injury/Severe Burn 13 10.83% 322 - Motor vehicle accident with injuries 4 3.33% 323 - Motor vehicle/pedestrian accident (MV Ped) 1 0.83% 324 - Motor vehicle accident with no injuries. 2 1.67% 353 - Removal of victim(s) from stalled elevator 2 1.67% 365 - Watercraft rescue 1 0.83% Total: 76 Total: 63.33%Total: 0.00 Total: 0.00 Total: 0.00 Total: 0.00% Incident Type Category (FD1.21): 4 - Hazardous Condition (No Fire) 411 - Gasoline or other flammable liquid spill 1 0.83% 412 - Gas leak (natural gas or LPG)1 0.83% Total: 2 Total: 1.67%Total: 0.00 Total: 0.00 Total: 0.00 Total: 0.00% Incident Type Category (FD1.21): 5 - Service Call 551 - Assist police or other governmental agency 1 0.83% 553 - Public service 1 0.83% 554 - Lift Assist 8 6.67% Total: 10 Total: 8.33%Total: 0.00 Total: 0.00 Total: 0.00 Total: 0.00% Incident Type Category (FD1.21): 6 - Good Intent Call 611 - Dispatched and cancelled en route 5 4.17% 6111 - EMS Dispatched and cancelled en route 6 5.00% 651 - Smoke scare, odor of smoke 2 1.67% 661 - EMS call, party transported by non- fire agency 1 0.83% Total: 14 Total: 11.67%Total: 0.00 Total: 0.00 Total: 0.00 Total: 0.00% Incident Type Category (FD1.21): 7 - False Alarm & False Call 732 - Extinguishing system activation due to malfunction 1 0.83% 733 - Smoke detector activation due to 1 0.83% Printed On: 10/13/2022 04:06:13 PM1 of 2 422 423 Basic Incident Type Code And Description (FD1.21) Total Incidents Total Incidents Percent of Incidents Total Property Loss Total Content Loss Total Loss Total Loss Percent of Total malfunction 741 - Sprinkler activation, no fire - unintentional 1 0.83% 743 - Smoke detector activation, no fire - unintentional 3 2.50% 744 - Detector activation, no fire - unintentional 1 0.83% 745 - Alarm system activation, no fire - unintentional 7 5.83% 746 - Carbon monoxide detector activation, no CO 1 0.83% Total: 15 Total: 12.50%Total: 0.00 Total: 0.00 Total: 0.00 Total: 0.00% Total: 120 Total: 100.00%Total: 9,500.00 Total: 4,000.00 Total: 13,500.00 Total: 100.00% Printed On: 10/13/2022 04:06:13 PM2 of 2 424 Community Risk Reduction Reporting Data Breakdown September 2022 3 5 4 2 Plan Review by Type Fire Alarm Fire Sprinkler Construction Special event 0 14 1 2 Fire Inspections by Type Construction Fire Alarm/Sprinkler Special Event Proactive/Complaint based 425 0% 10% 20% 30% 40% 50% 60% 70% 80% 90% 100% July August September 24 25 15 15 22 14 5 0 2 2022 Community Risk Reduction by Type Fire Inspections Plan Reviews Public Education 426 Code Enforcement Specialist Data September 2022 35% 11% 6% 9% 5% 7% 5% 15% 6% CES 2022 Call Breakdown Fire Calls Fire Inspections Property Maintenance Nuisances Outdoor Storage Traffic ‐ Motorist Assists/PD Accident Traffic ‐ Parking Animal Calls Burning Complaints Misc/Questions 7 12 5 9 10 22 9 26 7 3 4 0 2 1 2 4 11000000100 JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC Notice of Violations 1st Notice of Violation Letters 2nd Notice of Violation Letters Citation Issued 427 61 65 80 65 89 102 80 96 78 0 20 40 60 80 100 120 JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DECTotal Calls Total Monthly Calls/Inspections 428 City Council Item October 24, 2022 Item Law Enforcement Update File No.Item No: F.2 Agenda Section FIRE DEPARTMENT/LAW ENFORCEMENT UPDATE Prepared By Lance Pearce, Lieutenant, CCSO Reviewed By Laurie Hokkanen SUGGESTED ACTION N/A Motion Type N/A Strategic Priority N/A SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS Chanhassen City Council Meeting 10-24-2022 429 September 2022 Breakdown Comparison of Metrics 2019-2022 September 2022 Activity Description by Class 430 Page 1 Memo TO:Mayor Ryan and Chanhassen City Council members FROM: Lieutenant Lance Pearce DATE: October 11, 2022 RE: Law Enforcement Update Attached are the agenda items for the City of Chanhassen council meeting October 24, 2022 for your review and consideration. 1. Carver County Sheriff’s Office City of Chanhassen September 2022 Calls for Service Summary; Group A, Group B, Non-Criminal, Traffic and Administrative. 2. Carver County Sheriff’s Office City of Chanhassen September Arrest Summary. 3. Carver County Sheriff’s Office City of Chanhassen September Citation Summary. 4. September 2022 Breakdown of CFS 5. Staffing update: Contract remains full. 6. Training update: September was the hands-on Use of Force training. Lieutenant Chanhassen Office 431 September 2022 Carver County Sheriff’s Office City of Chanhassen Calls for Service Total Patrol Activity=922 49 20 449 Felony Misdemeanor Non Criminal Traffic September 2022 Types of Calls CFS=922 404 4 25 17 3 August 2022 Group A Assault Theft Drug Other 432 0 20 40 60 80 100 120 September 2022 Non Criminal 31 295 33 66 Driving Complaint Traffic Stops Crashes Citations Traffic 433 434 435 436 437 Comparison of Metrics 2019-2022 Through September 0 2 4 6 8 10 12 Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Domestics by Month 2019 Domestics by Month 2020 Domestics by Month 2021 Domestics by Month 2022 Domestics by Month 0 1 2 3 4 5 6 7 Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Domestic Assault by Month 2019 Domestic Assault by Month 2020 Domestic Assault by Month 2021 Domestic Assault by Month 2022 Domestic Assault by Month 438 0 5 10 15 20 25 30 Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Mental Health by Month 2019 Mental Health by Month 2020 Mental Health by Month 2021 Mental Health by Month 2022 Mental Health by Month 0 10 20 30 40 50 60 70 Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Fraud/ Theft by Month 2019 Fraud/ Theft by Month 2020 Fraud/ Theft by Month 2021 Fraud/ Theft by Month 2022 Fraud/ Theft by Month 439 440 441 442 443 444 445 446 447 448 449 450 451 452 City Council Item October 24, 2022 Item Resolution 2022-XX: Certification of Delinquent Utility Accounts and Code Enforcement Charges to the County Auditor File No.Item No: G.1 Agenda Section PUBLIC HEARINGS Prepared By Kelly Grinnell, Finance Director Reviewed By Laurie Hokkanen SUGGESTED ACTION "The Chanhassen City Council adopts a resolution certifying delinquent utility accounts and code enforcement charges to the County Auditor." Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY BACKGROUND DELINQUENT UTILITY ACCOUNTS Chanhassen City Code provides that in the event any utility service is not paid within three (3) months after the time it is rendered, the City Council may certify the amount due together with penalties to the county auditor to be collected with other real estate taxes levied against the premises served. The City bills for water, sanitary sewer and storm sewer. For accounts which are past due, the City sends a letter after the fall quarterly billing (August through October, depending on which district the account is in) notifying the property owner of the delinquency and that non-payment will result in certification to property taxes with certification fees. Property owners may speak at this public hearing 453 to dispute the certification. Owners may avoid certification by paying the amount due by November 1, 2022. A final delinquent list is then prepared and sent to the county by December 1, 2022. The list of delinquent properties is available in the Finance Department. As of October 18, 2022, no property owners had notified the City that they planned to dispute these delinquent utility charges. Current practice is to certify the amount due to the property taxes, as allowed by Minnesota State Statute Section 444.075 Subd. e. There are 176 accounts with a total value of $129,562.47 to be collected this year. This compares to 151 accounts with a total dollar amount of $103,318.98 last year. Staff expects that several accounts will be paid in full by the time that the final list is established in December. The other accounts will be certified to the county for collection with a fee of 10% added for the administrative costs incurred plus an additional $5.00 Carver County Certification Fee (for properties within Carver County). DELINQUENT CODE ENFORCEMENT CHARGES The Chanhassen City ordinance states, “After giving the owner or occupant of a lot not in compliance with the previous sections seven day’s advance written notice of the noncompliance, the city may cut, or cause to be cut the grass, weeds, or plants and may assess the cost against the property in accordance with Minnesota State Statute 429.101.” The procedure for collecting code enforcement costs is to send an invoice stating the charges incurred by the City. If not paid by the due date, statements are mailed. We then send letters in the fall (September and October) notifying the property owner of the delinquency and the consequences of non- payment. They are allowed to have a public hearing to dispute the certification. The list is then sent to the county by December 1. The list of delinquent properties is available in the Finance Department. As of October 18, 2022, no property owners had notified the City that they planned to dispute these delinquent code enforcement charges. Current practice is to certify the amount due to the property taxes. There is one (1) account with a total value of $1,281.44 to be collected this year. The last certification for code enforcement charges was in 2016. The account will be certified to the county for collection with a fee of 10% added for the administrative costs incurred plus an additional $5.00 Carver County Certification Fee (for properties within Carver County). DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS Resolution 454 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: October 24, 2022 RESOLUTION NO: 2022-XX MOTION BY: SECONDED BY: A RESOLUTION CERTIFYING DELINQUENT UTILITY ACCOUNTS & CODE ENFORCEMENT CHARGES TO THE COUNTY AUDITOR WHEREAS, Minnesota Statutes Section 444.075, Subd. 3e and the Chanhassen City Code provide that the City Council may cause delinquent utility bills to become a lien against the property served by certifying the unpaid charges to the County Auditor for collection as other taxes; and WHEREAS, Minnesota Statutes Section 429.101 allows for the collection on unpaid special charges and authorized assessments for the elimination of a nuisance from a private property; and WHEREAS, the City of Chanhassen has notified property owners of unpaid charges and the possibility that said unpaid charges may be specially assessed against the property. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Chanhassen that the uncollected delinquent utility charges and other charges as listed on the attached Exhibit A are hereby certified to the Carver County Auditor for collection with real estate taxes on the parcels specified with an added 10% administrative fee plus a $5.00 County certification fee. BE IT FURTHER RESOLVED by the City Council of the City of Chanhassen that the uncollected special charges for nuisance elimination as listed on the attached Exhibit B are hereby certified to the Carver County Auditor for collection with real estate taxes on the parcels specified with an added 10% administrative fee plus a $5.00 County certification fee. PASSED AND ADOPTED by the Chanhassen City Council this 24th day of October 2022. ATTEST: Kim Meuwissen, City Clerk Elise Ryan, Mayor YES NO ABSENT 455 ATTACHMENT A RESOLUTION CERTIFYING DELINQUENT UTILITY ACCOUNTS & CODE ENFORCEMENT CHARGES TO THE COUNTY AUDITOR PID Certify PID Certify 25-0010300 1,137.60 25-1820320 569.15 25-0011400 795.47 25-1820340 618.09 25-0024500 815.06 25-1820500 554.51 25-0030300 137.78 25-1860330 1,026.11 25-0030500 67.04 25-1870170 196.44 25-0151300 546.76 25-1870510 1,417.15 25-0241900 142.69 25-1870550 265.46 25-0242100 133.37 25-1900310 865.70 25-0251510 1,006.76 25-2000050 350.25 25-0253900 141.55 25-2000880 1,345.93 25-0340400 142.62 25-2020180 120.34 25-0350100 142.62 25-2020560 1,551.26 25-0350110 142.62 25-2020650 1,204.78 25-0361300 2,255.44 25-2020780 344.93 25-0363300 134.73 25-2021360 845.21 25-0500130 225.00 25-2021570 420.70 25-0500240 294.14 25-2030150 324.90 25-0500330 598.68 25-2030460 733.38 25-0610470 446.87 25-2030700 1,022.19 25-0610540 291.69 25-2031140 536.07 25-0640370 1,164.03 25-2050050 98.49 25-0640460 399.38 25-2160010 70.73 25-0880030 116.67 25-2160020 98.49 25-0880500 111.76 25-2160040 70.73 25-0880770 375.01 25-2240060 141.88 25-0880800 393.80 25-2240110 127.55 25-1100050 1,118.02 25-2260020 1,119.00 25-1100070 621.67 25-2260030 726.62 25-1200010 142.72 25-2460010 4,728.65 25-1290140 1,374.62 25-2480021 60.52 25-1410060 976.01 25-2510100 259.19 25-1450080 196.44 25-2540020 1,631.91 25-1450230 39.78 25-2620530 804.14 25-1600100 345.16 25-2730170 720.73 25-1600451 829.82 25-2730240 1,150.29 25-1601430 499.04 25-2730300 692.38 25-1602400 490.11 25-2730570 418.47 25-1800130 1,062.08 25-2740030 166.39 456 PID Certify PID Certify 25-2750010 2,918.98 25-5540340 520.42 25-2750020 434.20 25-5550220 859.78 25-2840050 903.36 25-5570120 312.86 25-2940020 110.55 25-5610090 713.96 25-2950010 1,013.68 25-5620010 126.97 25-3000380 2,661.15 25-5630190 487.46 25-3250030 142.72 25-5630200 196.83 25-3320030 64.32 25-5630220 415.44 25-3320300 142.72 25-5630410 379.80 25-3360160 753.11 25-5640130 816.07 25-3360260 1,700.90 25-5670410 1,767.63 25-3450060 1,196.27 25-5690030 126.97 25-3450660 902.22 25-6100190 156.44 25-3630020 562.11 25-6110310 1,485.94 25-3900100 1,026.61 25-6140460 295.15 25-3950070 1,155.49 25-6150610 580.26 25-3980160 1,226.07 25-6380050 889.36 25-4030380 1,241.13 25-6450120 219.05 25-4040030 2,398.44 25-6530020 289.11 25-4060120 156.36 25-6600090 119.38 25-4060180 1,297.86 25-6820030 848.36 25-4060200 2,588.30 25-6840010 142.69 25-4070010 142.69 25-6940050 262.98 25-4170150 387.14 25-7240110 1,133.24 25-4200250 930.80 25-7260490 2,578.41 25-4500020 530.40 25-7550010 315.01 25-4700150 280.04 25-7550100 1,277.82 25-4700160 1,290.50 25-7550190 1,072.15 25-4820010 1,060.71 25-7550730 369.74 25-4820040 538.35 25-7551290 440.51 25-4820110 141.92 25-7551380 422.71 25-4950470 973.44 25-7670280 632.75 25-5050200 697.68 25-7720112 77.32 25-5150020 230.13 25-7720224 255.89 25-5250070 1,250.27 25-7760250 4,500.26 25-5250080 656.76 25-7850610 389.24 25-5350030 113.64 25-7900080 1,076.92 25-5470020 1,084.35 25-7990050 205.68 457 ***Total of 176 accounts*** Revised 10/18/2022 ____________ PID Certify 25-8020110 89.53 25-8130020 869.30 25-8160020 730.23 25-8200210 246.93 25-8410090 166.39 25-8410210 1,562.14 25-8460020 154.07 25-8480050 3,478.20 25-8480860 385.51 25-8481650 611.00 25-8481720 399.13 25-8481730 347.80 25-8482250 1,029.47 25-8550031 954.61 25-8660420 148.30 25-8810180 740.93 25-8840080 1,053.61 25-8930100 2,385.03 25-8960140 1,532.96 25-8990130 1,123.95 65-4780010 1,490.33 65-4780230 179.21 65-4780260 87.42 65-4800030 877.17 458 ATTACHMENT B RESOLUTION CERTIFYING DELINQUENT UTILITY ACCOUNTS & CODE ENFORCEMENT CHARGES TO THE COUNTY AUDITOR PID Total To Certify 25-8100050 $1,281.44 **Total of 1 account** **Revised 10/18/22** 459 City Council Item October 24, 2022 Item Resolution 2022-XX: Vacating the Public Right-of-Way Iroquois Road File No.Vacation Case No. 2022-04 Item No: G.2 Agenda Section PUBLIC HEARINGS Prepared By Erik Henricksen, Project Engineer Reviewed By Charlie Howley SUGGESTED ACTION "The Chanhassen City Council adopts a resolution approving the vacation of portions of the public right-of-way, known as Iroquois Road, abutting Lots 5 and 6, Pleasant View, according to the recorded plat thereof, Carver County, Minnesota." Motion Type Simple Majority Vote of members present Strategic Priority Asset Management SUMMARY BACKGROUND The public right-of-way known as Iroquois Road was intended to be used for a street extension. The City no longer requires the right-of-way as no future streets are necessary or planned in the area. Currently one access is required to be maintained through this portion of right-of-way to an undeveloped lot; as such, an access agreement will be recorded concurrently with the vacation. The public right-of-way was dedicated on the recorded plat for the Pleasant View subdivision from 1910. DISCUSSION The requested vacation area is defined as public right-of-way (ROW) known as Iroquois Road and formerly known as Oak Grove Avenue, abutting Lots 5 and 6, Pleasant View, which was platted to 460 facilitate the possible extension of a street in 1910. The current configuration of the neighborhood does not require the ROW as no existing or future street extensions are planned. A 0.9-acre undeveloped parcel (PID 258640105) gains access from the vacated ROW; as such, the applicant is providing an access easement over the vacated area to benefit said parcel. This is a condition of the resolution and the access agreement will be recorded simultaneously with the recording of the vacation. There are no utilities within the area to be vacated. BUDGET N/A RECOMMENDATION Staff recommends granting the vacation of the public right-of-way known as Iroquois Road abutting Lots 5-6 of the Pleasant View plat. ATTACHMENTS Resolution Proposed Street Vacation Exhibit Pleasant View - Plat Declaration of Easement - Access - Final Gopher State One Call Ticket Development Review Application Affidavit of Mailing Notice Vacation #22-04 461 1 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: October 24, 2022 RESOLUTION NO:2022-XX MOTION BY: SECONDED BY: RESOLUTION VACATING THE PUBLIC RIGHT-OF-WAY IROQUOIS ROAD WHEREAS,John J. O’Brien, Trustee of the Frances M. O’Brien Revocable Trust (“Applicant) has applied for vacation of Iroquois Road abutting their property located at 450 Indian Hill Road, Chanhassen, Minnesota, 55317 and legally described as follows: Lots 5 and 6, PLEASANT VIEW, Carver County, Minnesota, according to the recorded plat thereof (“Applicant Property”); and WHEREAS, pursuant to Minnesota Statutes § 412.851 the City Council of the City of Chanhassen has conducted a hearing preceded by the statutorily required two (2) weeks published and posted notice and mailed notice to the abutting property owners, to consider the vacation of the following roadway: All that part of Iroquois Road, formerly known as Oak Grove Avenue, as shown on PLEASANT VIEW, according to the recorded plat thereof, Carver County, Minnesota, being a strip of land 15.00 feet in width, the southwesterly line of which is contiguous with the northeasterly line of Lots 5 and 6, in said plat. Said strip of land is to extend by its full width from the northeasterly extension of the northwesterly line of said Lot 6, to the Northeasterly extension of the Southeasterly line of said Lot 5 (“Easement”); and WHEREAS, following the hearing and consideration of the proposed vacation, the City Council finds that the Easement is not needed for public purposes. NOW, THEREFORE, BE IT HEREBY RESOLVED by the Chanhassen City Council: 1. The following Easement for Iroquois Road is vacated subject to the conditions provided in this Resolution: a. All that part of Iroquois Road, formerly known as Oak Grove Avenue, as shown on PLEASANT VIEW, according to the recorded plat thereof, Carver County, Minnesota, being a strip of land 15.00 feet in width, the southwesterly line of which is contiguous with the northeasterly line of Lots 5 and 6, in said plat. Said strip of land is to extend by its full width from the northeasterly extension of the northwesterly line of said Lot 6, to the Northeasterly extension of the Southeasterly line of said Lot 5 (“Easement”). 462 2 2. The vacation of the Easement is conditioned upon the following: a. The Applicant providing an appurtenant access easement over the Easement to be vacated for the benefit of the property to the north identified by Parcel ID Number 258640105, simultaneously with the recording of this Resolution. 3. The vacation shall not affect the authority of any person, corporation, or municipality owning or controlling the electric or telephone poles and lines, gas lines, sanitary and storm sewer lines, water pipes, mains, hydrants, and natural drainage areas thereon or thereunder, to continue to maintain the same or to enter upon such way or portion thereof vacated to maintain, repair, replace, remove, or otherwise attend thereof. 4. The City Clerk shall transmit a certified duplicate of this Resolution to the County Auditor and County Registrar of Titles together with the easements identified in Paragraph 2 of this Resolution. PASSED AND ADOPTED by the Chanhassen City Council this 24th day of October, 2022. ATTEST: Kim Meuwissen, City Clerk Elise Ryan, Mayor YES NO ABSENT 463 Traverse PC464 465 1 DECLARATION OF ACCESS EASEMENT THIS DECLARATION OF ACCESS EASEMENT is made this ______ day of _________, 2022, by John J. O’Brien, Trustee of the Frances M. O’Brien Revocable Trust dated March 3, 2000 (hereinafter referred to as “Declarant”). WHEREAS, Declarant is the owner of Lots 5 and 6, PLEASANT VIEW, according to the recorded plat thereof, Carver County, Minnesota (“Parcel 1”); and WHEREAS, Declarant is also the owner of the following described real property: That part of Lot 1, Block 4, TRAPPERS PASS AT NEAR MOUNTAIN 3RD ADDITION, according to the recorded plat thereof, Carver County, Minnesota, lying southerly of a line described as commencing at the most northerly corner of said Lot 1, thence South 42 degrees 20 minutes 18 seconds East on an assumed bearing along the northeasterly Line of said Lot 1, 71.11 feet to the point of beginning of said line to be hereinafter described; thence South 70 degrees 48 minutes 22 seconds West, parallel with the northerly line of said Lot 1, 302.88 feet southwesterly to the line of said Lot 1 and said line there terminating (“Parcel 2”) (Parcel 1 and Parcel 2 are sometimes referenced collectively as the “Parcels” and the owners thereof now and hereafter are referenced individually as an Owner and collectively as the “Owners”); and WHEREAS, as a condition to approval of Declarant’s application for vacation of Iroquois Road, the City of Chanhassen requires that Declarant establish this Declaration to provide a perpetual, non-exclusive, access easement over Parcel 1 for the benefit of Parcel 2. 466 2 NOW, THEREFORE, Declarant hereby declares that the Parcels shall be owned, held, transferred, and mortgaged subject to and encumbered by the following: 1. Recitals. The recitals set forth above are incorporated into the body of this document. 2. Access Easement. Declarant declares a perpetual, non-exclusive, access easement for vehicular and pedestrian access across Parcel 1, for the benefit of Parcel 2, which access easement is legally described as follows: All that part of Iroquois Road, formerly known as Oak Grove Avenue, as shown on PLEASANT VIEW, according to the recorded plat thereof, Carver County, Minnesota, being a strip of land 15.00 feet in width, the southwesterly line of which is contiguous with the northeasterly line of Lots 5 and 6, in said plat. Said strip of land is to extend by its full width from the northeasterly extension of the northwesterly line of said Lot 6, to the Northeasterly extension of the Southeasterly line of said Lot 5 (the “Access Easement”). 3. Maintenance of Access Easement. The Owner of Parcel 2 is responsible for the costs and expenses of any installation of a roadway occurring after the date hereof, as well as the maintenance, operation, repair, and replacement of the roadway over the Access Easement, including, but not limited to, snow removal, seal coating, and pavement (the “Maintenance Costs”). 4. Insurance. The Owner of Parcel 2, for themselves, their successors and assigns, hereby covenant and agree to secure and to maintain sufficient insurance coverage against claims, demands, or causes of action for injuries to persons or damage to property arising from the use of the Access Easement. 467 3 5. Successors and Assigns. The covenants and agreements contained herein shall run with the land and shall inure to the benefit of, and be binding upon, the Owners of the Parcels, their respective successors, representatives heirs and assigns. 6. Amendment. This Declaration may not be amended, modified or terminated, except by written agreement of the owners of Parcels 1 and 2 and the written consent of the City of Chanhassen. IN WITNESS WHEREOF, the undersigned has caused this Declaration of Access Easement to be executed and effective as of the day and year first above written. Frances M. O’Brien Revocable Trust dated March 3, 2000 ______________________________ John J. O’Brien, Trustee STATE OF MINNESOTA ) )SS. COUNTY OF ___________ ) The foregoing instrument was acknowledged before me this ____ day of _________, 2022, by John J. O’Brien, the Trustee of the Frances M. O’Brien Revocable Trust dated March 3, 2000. __________________________________ Notary Public THIS INSTRUMENT WAS DRAFTED BY: Racheal M. Holland Melchert Hubert Sjodin, PLLP 121 West Main Street, Ste 200 Waconia, MN 55387 468 Gopher State One Call Ticket No: 221443832 MEET Update of: 221442737 Update Counter: 0 Original Call Date: 05/24/22 02:06 pm Work to Begin Date: 05/26/22 02:15 pm Type: CALL EXCAVATOR INFORMATION Company Name: MELCHERT HUBERT SJODIN, PLLP Type: CONTRACTOR Address: 121 WEST MAIN ST., SUITE 200 WACONIA,MN 55387 Caller: JACKIE SCHOENBAUER Phone: 952-442-7794 Contact: JOHN OBRYAN Phone: 952-456-1388 Company Phone: Fax Phone: Email Address: jlschoenbauer@mhslaw.com Excavation Information Type of Work: REMOVING ROAD Work Being Done For: BUSINESS OWNER Explosives: N Tunnel/Bore: N R.O.W.: N Duration: 2 WEEKS Location Information State: MN County: CARVER Place: CHANHASSEN Address: 450 Street: INDIAN HILL RD Intersecting Street: PLEASANT VIEW RD Area Marked: N Job Number: Location of Work:MEET AT THE ADDRESS OF 450 INDIAN HILL RD FOR WORK TO TAKE PLACE AT THE ADDRESS Remarks: MEET REQUESTED AT 2:15PM ON 05/26/22 Map Twp: 116N Rng: 23W Sect-Qtr: 1 Map Coord: NW Lat: 44.8878090 Lon: -93.5335613 SE Lat: 44.8830477 Lon: -93.5274894 FACILITY OPERATORS NOTIFIED 469 Legend:GSOC notification polygon District Company Name Marking Concerns Damage Customer Service Utility Types StatusDistrictCompany Name Marking Concerns Damage Customer Service Utility Types Status CCHNSN01 CITY OF CHANHASSEN 952-227- 1300 952- 227- 1300 952-227- 1300 S,TS,W Clear/No conflict CTLMN01 CENTURYLINK - CTLQL 800-778- 9140 303- 260- 4929 877-366- 8344 TEL Clear/No conflict (2022%2f05%2f31 10:05 Have called John multiple times and Jackie once. No responses from v- mails left.) MINGAS04 CENTER POINT ENERGY 608-223- 2014 612- 321- 5200 612-321- 4421 G Clear/No conflict (Abandoned portion of indian hill Rd clear of CPE and Xcel. Home owner called meet to clear abandoned road of utilities so city will remove from map.) MNDCBL01 MEDIACOM 800-778- 9140 845- 443- 2840 845-443- 2840 TV Clear/No conflict XCEL05 XCEL ENERGY 800-848- 7558 888- 968- 9235 800-895- 4999 Clear/No conflict Lat/Lon 44.890476 -93.519646 470 Copyright 2016, One Call Concepts, Inc 100 m Report a map errorMap data ©2022 471 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 Minor MUSA line for failing on-site sewers ..... $100 Conditional Use Permit (CUP) Single-Family Residence ................................ $325 All Others......................................................... $425 Interim Use Permit (IUP) In conjunction with Single-Family Residence .. $325 All Others......................................................... $425 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 ........................................ $300 Create over 3 lots ....................... $600 + $15 per lot (_____ lots) Metes & Bounds (2 lots) .................................. $300 Consolidate Lots .............................................. $150 Lot Line Adjustment ......................................... $150 Final Plat .......................................................... $700 (Includes $450 escrow for attorney costs)* *Additional escrow m ay 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 Zoning Appeal ...................................................... $100 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) ....................................................................... $50 per document Interim Use Permit Variance Site Plan Agreement Wetland Alteration Permit Deeds Conditional Use Permit Vacation Metes & Bounds Subdivision (3 docs.) Easements (____ easements) 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. 472 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 by 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 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: 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 Via: Email Mailed Paper Copy Name: Applicant Via: Email Mailed Paper Copy Address: Engineer Via: Email Mailed Paper Copy City/State/Zip: Other* Via: Email Mailed Paper Copy Email: This application must be completed in full 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 and fees. 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. 473 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 October 6, 2022, the duly qualified and acting City Clerk of the City of Chanhassen, Minnesota; that on said date she caused to be mailed a copy ofthe attached Notice of Public Hearing for the Vacation of lroquois Road to the persons named on attached Exhibit "A", by enclosing a copy oflsaid notice in an envelope addressed to such owner, and depositing the envelopes addressed to all such owners in the United States mail with postage firlly prepaid thereon; that the names and addresses ofsuch owners were those appearing as such by the records of the County Treasurer, Carver and Hennepin Counties, Minnesota, and by other appropriate records. Kim .M euwrssen.City lerk Subscribed and swom to before me this /dL dav of O ) o))STACY KERSER OSEN Notary Public'Minnesota My Oorrrllllior €xPtrls J6n 31' 2027 -r.i. N tary Public 474 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA NOTICE OF PUBLIC HEARING FOR VACATTON OF TROQUOTS ROAD NOTICE IS HEREBY GIVEN that the Chanhassen City Council will hold a public hearing on Monday, October 24, 2022, at 7:00 p.m, in the Council Chambers at Chanhassen City Hall, 7700 Market Boulevard, pursuant to Minnesota Statutes $412.851 to consider the vacation ofa Iroquios Road, Chanhassen, legally described and depicted as follows: E- -7 \ All interested persons are invited to attend this public hearing and express their opinions with respect to this ProPosal. Erik R. Henricksen, PE, Project Engineer Phone'. 952-227-1165 (Publish inthe Chanhassen Yillager on October 13 & October 2O,2022) ili tl::' v v 475 FRANCES M O'BRIEN REV TRST 17235 33RO AVE N PLYMOUTH, MN 55447.1258 BRETT THOMPSON 6696 HORSESHOE CURV CHANHASSEN, MN 55317. BRANDON ROTH 6697 HORSESHOE CURV CHANHASSEN, MN 55317-9526 CHARLES CAMPBELL HURD TRUST 6695 HORSESHOE CURV CHANHASSEN, MN 55317. THE CLEMENS LIVING TRUST 6691 HORSESHOE CURV CHANHASSEN, MN 55317-9526 JOHN O HOLLANO 6603 BLAZE TR CHANHASSEN, MN 55317.9508 TOOD JEREMY JOHNSON 6601 BLAZE TRL CHANHASSEN, MN 55317. HEIDI GROVEN 420 PLEASANT VIEW RD CHANHASSEN, MN 55317.9576 DAVID MOFFAT WHITMAN 429 PLEASANT VIEW RD CHANHASSEN, MN 55317.9576 TRUST AGREEMENT OF JOANN SYVERSON 489 PLEASANT VIEW RD CHANHASSEN, MN 55317.9576 MATTSON LIVING TRUST 469 PLEASANT VIEW RD CHANHASSEN, MN 55317.9576 CHUNYI LIN .I49 PLEASANT VIEW RD CHANHASSEN, MN 55317.9576 MARK E ARDEN 6602 BLAZE TRL CHANHASSEN, MN 55317-9508 DAVID ELLIOTT OLSON 551 INDIAN HILL RD CHANHASSEN, MN 55317. PETER M KNUTSON 541 INDIAN HILL RD CHANHASSEN, MN 55317-9533 RICHARD MICHAEL OPAT 561 INDIAN HILL RD CHANHASSEN, MN 55317- DANNY JOE SHELDON 350 PLEASANT VIEW RD CHANHASSEN, MN 5531 7.9524 CHARLES A SCHAEFER 501 INDIAN HILL RD CHANHASSEN, MN 55317.9533 JENNIFER J HOMMERDING 370 PLEASANT VIEW RD CHANHASSEN, MN 55317.9524 SUSAN MARIE ODT 491 INDIAN HILL RD CHANHASSEN, MN 55317. JOHN R TRETTEL 330 PLEASANT VIEW RD CHANHASSEN, MN 553,17. LORI LD ROOVERS REVOCABLE TRUST 6410 ROJINA LN CHANHASSEN, MN 55317. QIANG CAI 5OO INOIAN HILL RD CHANHASSEN, MN 55317- ROSENBERG REVOCABLE INTERVIVOS TRUST 6355 oXBOW BEND CHANHASSEN, MN 55317. ERIC J FLUGUM 8955 COUNTY ROAD 140 coLoGNE, MN 55322-9158 JAYNE NELSON ARABANOS 6420 ROJINA LN CHANHASSEN, MN 553.I7.9132 AMY KRISTINA HAIRSTON 6357 oXBOW BND CHANHASSEN, MN 55317-9128 JEFFREY L & SALLY J GADBOIS 6359 oXBOW BND CHANHASSEN, MN 553I7.9,I28 IAN RILEY 540 PLEASANT VIEW RD CHANHASSEN, MN 55317- ALAN&LINDAKKRAMER 531 INDIAN HILL RD CHANHASSEN, MN 55317.9533 476 OAVID WAGNER 1625 FIELD DR vtcToRtA, MN 55386- MARK GUY 510 PLEASANT VIEW RD CHANHASSEN, MN 55317. CURTIS G & CHERI L ANDERSON 5OO PLEASANT VIEW RD CHANHASSEN, MN 55317.9437 JOSEPH A ZASADZINSKI 536 PLEASANT VIEW RD CHANHASSEN, MN 55317-9437 MARY E ROJINA 480 INDIAN HILL RD CHANHASSEN, MN 55317. 477 City Council Item October 24, 2022 Item Resolution 2022-XX: Vacating a Portion of Public Drainage & Utility Easements within the Avienda Plat File No.Vacation Case No. 2021-02 Item No: G.3 Agenda Section PUBLIC HEARINGS Prepared By Erik Henricksen, Project Engineer Reviewed By Charlie Howley SUGGESTED ACTION “The Chanhassen City Council adopts a resolution approving the vacation of public drainage and utility easements over Outlot A and Outlot C, as dedicated on the plat of Avienda" Motion Type Simple Majority Vote of members present Strategic Priority Development & Redevelopment SUMMARY In conjunction with the final plat approval for Avienda Townhomes, the applicant is requesting vacation of existing drainage and utility easements over Outlot A and Outlot C, as dedicated on the plat of Avienda. BACKGROUND DISCUSSION The property owner of the proposed Avienda Townhomes plat has requested the City vacate public drainage and utility easements dedicated with the Avienda plat over Outlots A and C. The drainage and utility easements were originally recorded in 2021 and are being proposed to be re-recorded in 478 association with the Avienda Townhomes plat within the newly created outlots. Staff has reviewed the vacation and finds no need for the existing drainage and utility easements as depicted in the attached exhibits and believes the proposed drainage and utility easements associated with the Avienda Townhomes plat are appropriate for this site. The resolution is conditioned such that the vacation will be recorded simultaneously with the recording of the final plat for Avienda Townhomes. On October 25, 2021, the Chanhassen City Council approved the preliminary plat for the replat of the property creating 39 lots and 6 outlots subject to the conditions of approval on a unanimous vote of 4-0. BUDGET RECOMMENDATION Staff recommends adoption of a resolution granting the vacation of the public drainage and utility easements over Outlot A and C of the Avienda plat. ATTACHMENTS Resolution Drainage and Utility Easement Vacation Exhibit Vacation Application Narrative Affidavit of Mailing Notice of Public Hearing Avienda Final Plat 479 223737v1 1 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: October 24, 2022 RESOLUTION NO: 2022-XX_______________ MOTION BY:____________________SECONDED BY:__________________________ RESOLUTION VACATING PUBLIC DRAINAGE & UTILITY EASEMENTS OVER OUTLOT A AND OUTLOT C, AVIENDA WHEREAS,Level 7 Development LLC (“Applicant) has applied for vacation of public drainage and utility easements on their properties and legally described as follows: Outlot A and Outlot C, as dedicated on the plat of AVIENDA, as of public recorded in the office of the County Recorder, Carver County, Minnesota, according to the recorded plat thereof (“Applicant Property”); WHEREAS, pursuant to Minnesota Statutes § 412.851 the City Council of the City of Chanhassen has conducted a hearing preceded by the statutorily required two (2) weeks published and posted notice and mailed notice to the abutting property owners, to consider the vacation of the portion of public drainage and utility easements, legally described as follows: The drainage and utility easements over Outlot A and Outlot C, as dedicated on the plat of AVIENDA, as of public recorded in the office of the County Recorder, Carver County, Minnesota (“Easement”); WHEREAS, following the hearing and consideration of the proposed vacation, the City Council finds that the Easements are not needed for public purposes, provided that the final plat of Avienda Townhomes is recorded and provides the easements determined necessary by the City for public drainage and utility easements. NOW, THEREFORE, BE IT HEREBY RESOLVED by the Chanhassen City Council: 1.The Easement for drainage and utility purposes is vacated conditioned upon the simultaneous recording of this Resolution with the final plat of Avienda Townhomes. 2.The vacation shall not affect the authority of any person, corporation, or municipality owning or controlling the electric or telephone poles and lines, gas lines, sanitary and storm sewer lines, water pipes, mains, hydrants, and natural drainage areas thereon or thereunder, to continue maintain the same or to enter upon such way or portion thereof vacated to maintain, repair, replace, remove, or otherwise attend thereof. 3.The City Clerk shall transmit a certified copy of this Resolution to the County Auditor and County Recorder subject to the condition in Paragraph 1 of this Resolution. 480 223737v1 2 PASSED AND ADOPTED by the Chanhassen City Council this 24th day of October, 2022. ATTEST: ___________________________________ ___________________________________ Laurie Hokkanen, City Manager Elise Ryan, Mayor YES NO ABSENT 481 Job No. Drawing: By: 105 South Fifth Avenue Web: Suite 513 Minneapolis, MN 55401 landform.net SCD14001.CUD D&U EASEMENT VACATION SPK NORTH 0 300 SCALE IN FEET DRAINAGE AND UTILITY EASEMENT VACATION DESCRIPTION FOR: DRAINAGE AND UTILITY EASEMENT VACATION EXHIBIT LEVEL 7 DEVELOPMENT The drainage and utility easements over Outlots A and C, as dedicated on the plat of AVIENDA, as of public recorded in the office of the County Recorder, Carver County, Minnesota. Date: - Denotes easements to be vacated 10/11/2021 482 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 Minor MUSA line for failing on-site sewers ..... $100 Conditional Use Permit (CUP) Single-Family Residence ................................ $325 All Others......................................................... $425 Interim Use Permit (IUP) In conjunction with Single-Family Residence .. $325 All Others......................................................... $425 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 ........................................ $300 Create over 3 lots ....................... $600 + $15 per lot (_____ lots) Metes & Bounds (2 lots) .................................. $300 Consolidate Lots .............................................. $150 Lot Line Adjustment ......................................... $150 Final Plat .......................................................... $700 (Includes $450 escrow for attorney costs)* *Additional escrow m ay 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 Zoning Appeal ...................................................... $100 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) ....................................................................... $50 per document Interim Use Permit Variance Site Plan Agreement Wetland Alteration Permit Deeds Conditional Use Permit Vacation Metes & Bounds Subdivision (3 docs.) Easements (____ easements) 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. 483 484 Narrative Avienda Vacation Prepared for: Level 7 Development LLC October 15, 2021 SUBMITTED TO City of Chanhassen 7700 Market Boulevard Chanhassen, MN 55345 PREPARED BY Landform Professional Services, LLC 105 5th Ave S, Suite 513 Minneapolis, MN 55401 Landform®, SensiblyGreen® and Site to Finish® are registered service marks of Landform Professional Services, LLC 485 TABLE OF CONTENTS Introduction .................................................................................................................................................. 1 Vacation ........................................................................................................................................................ 1 Contact Information ...................................................................................................................................... 1 486 Avienda Townhomes, Chanhassen, MN September 3, 2021 SCD14001.CUD 1 Introduction On behalf of Level 7 Development LLC, Landform is pleased to submit this application for vacation of the drainage and utility easement over Outlots A and C of Avienda. Vacation We are requesting vacation of the drainage and utility easements over Outlots A and C, Avienda to facilitate the “Avienda Townhomes” plat. New easements will be dedicated with the plat in compliance with the standards in Section 18-76 of the Subdivision Ordinance. We respectfully request approval of the vacation of the drainage and utility easements. We request that this item be placed on the next available City Council agenda for approval. Contact Information This document was prepared by: Kendra Lindahl, AICP Landform 105 South Fifth Avenue, Suite 513 Minneapolis, MN 55401 Any additional questions regarding this application can be directed to Kendra Lindahl at klindahl@landform.net or 612.638.0225. 487 CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICE STATE OF MTNNESOTA) ) ss. COLTNTY OF CARVER ) I. Kim T. Meuwissen, being first duly swom, on oath deposes that she is and was on October 6,2022.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 for the Vacation of a Portion of Public Drainage & Utility Easement Over a Portion of Outlot A and Outlot C, Avienda 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 addressed 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 and Hennepin Counties, Miruresota, and by other appropriate records. uUz, Kim T , City Cl Subscribed and srvom to before me this / 0Pday of )o))STACY KERBER OSEN Notaty Public-Minnesota tly Colnlri.aloo ErpiE Jan 31,2027 Notary Public 488 CIry OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA NOTICE OF PUBLIC HEARING FOR VACATION OF A PORTION OF PUBLIC DRAINAGE & UTILITY EASEMENT OVER A PORTION OF OUTLOT A AND OUTLOT C, AVTENDA __l :r I \ llrDr6 ..!.lBl5lo ta v.elsd The drainage and utility easernent over outlot A and outlot c, as dedicated on the plat of AVIENDA, as of public recorded in the office of the County Recorder, Carver County, Minnesota All interested persons are invited to aftend this public hearing and express their opinions with respect to this proposal. Erik R. Henricksen, PE, Project Engineer Phote: 952-227-1165 (Publish in the Chanhassen Villager on October 13 & October 2O' 2O22) _t 1 ,/ NOTICE IS HEREBY GIVEN that the Chanhassen City Council will hold a public hearing on Monday, October 24, 2022, at 7:00 p.m. in the Council Chambers at Chanhassen City Hall, 7700 Market Boulevard, pursuant to Minnesota Statutes $ 412.851 to consider the vacation ofpublic drainage and utility easement over a portion of Outlot A & C ofAvienda, Chanhassen, and legally described and depicted as follows: \\_ a .'-r t- j tl I I 489 LEVEL 7 DEVELOPMENT LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 -9628 THE PRESERVE AT BLUFF CREEK HOMEOWNERS A 81OO OLO CEDAR AVE S STE 3()O MINNEAPOLIS, MN 55425. ROLF LEE OIXON 1620 JEURISSEN LN CHANHASSEN, MN 553I74842 JOSEPH ALTHAUS 1610 JEURISSEN LN CHANHASSEN, MN 55317.4842 LAKSHMI JYOTSNA AKUTHOTA 1443 BETHESDA CIR CHANHASSEN, MN 55317. ERIC L & JENNIFER L SWANSON t44O BETHESDA CIR CHANHASSEN, MN 553174749 ANDREW LASKA 9291 RIVER ROCK DR N CHANHASSEN, MN 553'17-4745 JOHN C PETERSON 1459 BETHESDA CIR CHANHASSEN, MN 55317-4749 JONATHAN R & SHANNON G ABAO 1439 BETHESDA CIR CHANHASSEN, MN 55317.4749 O'NEILL LIVING TRUST 1470 BETHESDA CIR CHANHASSEN, MN 55317. CURTIS L CLEMENTS 1480 BETHESDA CIR CHANHASSEN, MN 55317.4749 ZACHARY NELSON,I435 BETHESDA CIR CHANHASSEN, MN 55317. KURT JANTSCHER 9281 RIVER ROCK DR N CHANHASSEN, MN 55317- JUN CHOE 9271 RIVER ROCK DR N CHANHASSEN, MN 55317. PAVITHRA SRINIVASACHARIAR LAKSHMI NARASI 1460 BETHESDA CIR CHANHASSEN, MN 55317. JUSTIN STERLING 1450 BETHESDA CIR CHANHASSEN, MN 55317- ZHEXIN ZHANG 1455 BETHESDA CIR CHANHASSEN, MN 55317.4749 JUSTIN D ROBINSON 1451 BETHESDA CIR CHANHASSEN, MN 55317- VAIBHAV PRATAP SHARMA 1447 BETHESOA CIR CHANHASSEN, MN 553I7- CHRISTOPHER R ANDERSON 1423 BETHESOA CIR CHANHASSEN, MN 553174749 ZACHARY JEROME PLEISS 1419 BETHESDA CIR CHANHASSEN, MN 55317- BHASKAR GURRAMKONDA 1471 DEGLER CIR CHANHASSEN, MN 553174750 GEORGE MURRAY 1430 BETHESDA CIR CHANHASSEN, MN 55317.4749 JOSEPH ARMSTRONG 1427 BETHESOA CIR CHANHASSEN, MN 553174749 BRYAN T PETERSEN 9180 RIVER ROCK DR N CHANHASSEN, MN 55317.4758 MARC GILLITZER 1461 DEGLER CIR CHANHASSEN, MN 55317-4750 MANDEEP S VIRK 9.I90 RIVER ROCK DR N CHANHASSEN, MN 55317.4758 AARON LEIGH SANDNESS 9171 RIVER ROCK DR N CHANHASSEN, MN 55317-4758 MYTHILI KARUPPUSAMY 1431 BETHESDA CIR CHANHASSEN, MN 55317. PRESERVE @ BLF CRK HOMEOWN ERS 4672 SLATER RD EAGAN, MN 55122.2362 490 BEJAN M DARBANOI,I480 PEMBROKE PASS CHANHASSEN, MN 55317- PRESERVE @ BLF CRK HM OWN ASSN 1801 AMERICAN BLVD E STE 2,I BLOOMINGTON, MN 55425- BRADLEY WESTVIG 1430 JERSEY WAY CHANHASSEN, MN 55317{622 MARCO RASGATTINO 914,I RIVER ROCK DR N CHANHASSEN, MN'53174758 ASHLEY N NELSON REVOCABLE INTERVIVOS TRU,I485 MILLS DR CHANHASSEN, MN 55317. VARUN PARVATANENI 9131 RIVER ROCK DR N CHANHASSEN, MN 55317-4758 WENDY M GALL 1445 MILLS DR CHANHASSEN, MN 55317481 1 JOAN M MCNANEY,I455 MILLS DR CHANHASSEN, MN 55317{811 MATTHEW M KISTNER 1465 MILLS DR CHANHASSEN, MN 553,I7. SUMAN K THAPA 1462 MILLS DR CHANHASSEN, MN 55317-481 1 C DAVID LUTHER IRREV TRUST FBO AVA LUTHE,I452 MILLS DR CHANHASSEN, MN 55317- JUSTIN D KENT 9121 RIVER ROCK OR N CHANHASSEN, MN 55317. FRANKLIN BLYDENBURGH 9122 RIVER ROCK DR CHANHASSEN, MN 55317. JAMES S ROHWER 9111 RIVER ROCK DR N CHANHASSEN, MN 553174758 RYAN T MCCORMICK 1475 MILLS DR CHANHASSEN, MN 55317.481 1 EDWARO KIM 1435 MILLS DR CHANHASSEN, MN 55317. PATRICK T MACY 1472 MILLS OR CHANHASSEN, MN 55317481 1 KAYLA K BORCHERT 1420 JERSEY WAY CHANHASSEN, MN 55317. GUNJAN SHARMA 1470 JERSEY WAY CHANHASSEN, MN 55317{622 EVAN M LUCORE 1440 JERSEY WAY CHANHASSEN, MN 55317{622 GARY REITER 1460 JERSEY WAY CHANHASSEN, MN 55317- NILESH C SUTHAR 9031 DEGLER CIR CHANHASSEN, MN 55317.4836 THE PRESERVE AT BLUFF CREEK HOMEOWNERS A 73OO METRO BLVD STE 3OO MINNEAPOLIS, MN 55439. JACOB A WILLS 9021 DEGLER CIR CHANHASSEN, MN 553174836 NICHOLAS J KOSHENINA 9102 RIVER ROCK DR N CHANHASSEN, MN 55317. ANKUR WAHI 9092 RIVER ROCK DR N CHANHASSEN, MN 55317- BRIAN OMMEN 908,I RIVER ROCK DR N CHANHASSEN, MN 55317-4845 RAJEEV HOSUR 9082 RIVER ROCK DR N CHANHASSEN, MN 55317- KYLE KRAMER 907,I RIVER ROCK DR N CHANHASSEN, MN 55317. BALAJI MONHANCHANDRAN 9,I12 RIVER ROCK DR N CHANHASSEN, MN 55317.4758 491 DANIEL MARTINEZ 9072 RIVER ROCK DR N CHANHASSEN, MN 55317. SREENIVAS SAMPAT 9061 RIVER ROCK DR N CHANHASSEN, MN 55317.4845 VANSANTHA AYYALU 9062 RIVER ROCK DR N CHANHASSEN, MN 55317. DAVIO HELDMAN 9041 DEGLER CIR CHANHASSEN, MN 55317.4836 KATHERINE A NOTCH 9083 DEGLER LN CHANHASSEN, MN 553I7. NIRMAL KHAREL 9073 DEGLER LN CHANHASSEN, MN 55317- ROBERT DIRKS 9064 DEGLER LN CHANHASSEN, MN 5531 7-4836 KATHLEEN MAI SCHUMACHER 9063 DEGLER LN CHANHASSEN, MN 55317-2701 TUSHAR BAPAT 9052 RIVER ROCK DR N CHANHASSEN, MN 55317- ALIAKSANDR KHARYTOVICH 9053 DEGLER LN CHANHASSEN, MN 55317.2701 VARA PRASAD KUNTLA VEERA VENKATA SAryA 9042 RIVER ROCK DR CHANHASSEN, MN 55317. TREVOR GINDLAND 9043 OEGLER LN CHANHASSEN, MN 55317. SOMASUNDARAM KRISHNAMURTHY 9031 RIVER ROCK DR N CHANHASSEN, MN 55317. NATHAN HANSON 9021 RIVER ROCK DR N CHANHASSEN, MN 55317. ROSE LYNDA PYKA 901.I RIVER ROCK DR N CHANHASSEN, MN 55317. DIWAHAR SIVARAJ 9OO1 RIVER ROCK DR N CHANHASSEN, MN 55317- CODY PRIBBLE 8991 RIVER ROCK DR CHANHASSEN, MN 55317. ERIK VIEYRA 8981 RIVER ROCK DR CHANHASSEN, MN 55317. KENT SPAULDING 8971 RIVER ROCK DR N CHANHASSEN, MN 55317- CHANHASSEN CITY PO BOX 147 CHANHASSEN, MN 55317{147 CHANHASSEN RESIDENTIAL DEV PARTNERS LLC 73OO METRO BLVD #3OO ED|NA, MN 55439-2302 TUOI VAN TRAN 89OO SUNSET TRL CHANHASSEN, MN 55317.91 OO ASIM MOHAMMEO SYED 156.I LYMAN BLVD CHANHASSEN, MN 55317.9403 JEFFREY S & LEE ANN FRANZ 8950 SUNSET TRL CHANHASSEN, MN 55317-9,IOO TIMOTHY C BOYCE 8941 AUDUBON RD CHANHASSEN, MN 55317-84.I2 MINH CAM TRAN 1330 LYMAN BLVD CHANHASSEN, MN 55317.9.I68 SANDRA SCHMITT BAKER & STUART B BAKER RE 8955 SUNSET TRL CHANHASSEN, MN 55317.9126 KERRY ZAJICEK 1601 LYMAN BLVD CHANHASSEN, MN 55317. SWATHI BACHU 9074 DEGLER LN CHANHASSEN, MN 55317-2701 JESSE L MILLER 9051 RIVER ROCK DR N CHANHASSEN, MN 553174845 492 RONALO W & CAROL M ENTINGER 8851 AUOUBON RO CHANHASSEN, MN 55317-9407 STATE OF MINNESOTA . DOT 395 JOHN IRELAND BLVD 631 TRAN ST PAUL, MN 55155.1801 493 AVIENDA 494 45' Permanent D&U Easement Per Doc. No. 50346 OPEN ACCESS110Highway Easement Per Doc. No. 43777 Highway Easement Per Doc. No. 43779 Highway Easement Per Doc. No. 50332 Highway Easement Per Doc. No. A574725 See Detail A Detail A Not to Scale Detail B Not to Scale See Detail B See Detail C Detail C Not to ScaleDrainage and Utility Easementover all of Outlot CDrainage a n d U t il i t y E a s e m e n t over all o f O u tl o t D Drainage and Utility Easement over all of Outlot E AVIENDA NORTH 0 100 200 1 INCH = 100 FEET SCALE IN FEET 495 Drainage and Utility Easement over all of Outlot B Drainage and Utility Easement over all of Outlot A SE COR. OF THE SW1/4, SEC.23, TWP. 116, RGE. 23 (NO MONUMENT FOUND) AVIENDA NORTH 0 100 200 1 INCH = 100 FEET SCALE IN FEET 496 City Council Item October 24, 2022 Item Consider Request for Approval of a Final Plat and Development Contract for Avienda Townhomes File No.Planning Case 2021-22 Item No: H.1 Agenda Section GENERAL BUSINESS Prepared By Kate Aanenson, Community Development Director Reviewed By Laurie Hokkanen SUGGESTED ACTION "The Chanhassen City Council approves a request for a final plat and development contract for Avienda Townhomes." Motion Type Simple Majority Vote of members present Strategic Priority Development & Redevelopment SUMMARY BACKGROUND The Avienda Development Planned Unit Development (PUD) was approved in 2020. The PUD was amended in 2021 and given final plat for six outlots and right-of-way for Bluff Creek Boulevard, Avienda Parkway and Sunset Trail. The PUD was amended again in 2022. The first phase of the project is the townhomes. DISCUSSION BUDGET 497 RECOMMENDATION Staff recommends approval of the Subdivision of 40+ acres into 39 lots and 6 outlots, Avienda Townhomes, Development Contract with plans prepared by Landform dated September 30, 2022, subject to the attached conditions, and adopting the attached Recommendations. ATTACHMENTS Staff Report Development Review Application Final Plat Submittal Plans dated September 2022 Development Contract Charles Cudd Product Visuals 498 PC DATE: October 5, 2021 CC DATE: October 24, 2022 CITY OF CHANHASSEN REVIEW DEADLINE: CASE #: 2021-22 BY: Kate Aanenson, Eric Hendrickson, Jill Sinclair, Joe Seidel SUMMARY OF REQUEST: The applicant is requesting final plat approval. LOCATION: South of Lyman Boulevard and west of Powers Boulevard APPLICANT: Level 7 Development LLC 4600 Kings Point Road Minnetrista, MN 55331 PRESENT ZONING: Planned Unit Development (PUD) RC 2040 LAND USE PLAN: RC Commercial and Office ACREAGE: 10.5 acres net and 38.86 total gross acres Level of City Discretion in Decision-Making: The City’s discretion in approving or denying a Final Plat is limited to whether the proposed plat meets the standards outlined in the Subdivision Regulations and PUD-RC Ordinance. If it meets these standards, the City must approve the final plat. PROPOSAL/SUMMARY Subdivision of 40+ acres into 39 lots and 6 outlots in Outlot C and part of Outlot F. APPLICABLE REGULATIONS Chapter 18, Subdivisions PUD-RC Ordinance 696. BACKGROUND The Avienda Development PUD was approved in 2020. The PUD was amended 2021 and given final plat for 6 out lots and right of way for Bluff Creek Boulevard, Avienda Parkway and Sunset Trai. The PUD was amended again in 2022. The first phase of the project is the townhomes. PROPOSED MOTION: "Staff recommends approval of the Subdivision of 40+ acres into 39 lots and 6 outlots, Avienda Townhomes, Development Contract with plans prepared by Landform dated September 30, 2022, subject to the attached conditions and adopts the attached Recommendations." 499 Avienda Townhomes Final Plat Approval October 24, 2022 Page 2 EXISTING CONDITIONS The site has been graded to prepare for development. All areas for preservation Outlot A and E have been deeded to the City. SUBDIVISION REVIEW The applicant is requesting subdivision into 39 lots and six outlots. The property is part of the Avienda PUD. The zoning is Regional Commercial. As a part of the PUD, the property was given a density of 3-6 units per acre. This residential use was given to provide a transition from the residential zoning to the west and transition to higher density to the east. 500 Avienda Townhomes Final Plat Approval October 24, 2022 Page 3 FINAL PLAT 501 Avienda Townhomes Final Plat Approval October 24, 2022 Page 4 Avienda Townhomes Plat Areas Permitted Uses: Housing Based on the Revised PUD in September 2022 the maximum number and type of units are: a. 39 Town Homes b. 53 Row homes c. Senior housing independent living and (assisted not to exceed 200 unit of 2 building at 150 units). d. 417 Apartments Setbacks Front yard = 5 ft. Rear = 5 ft. Side = 5 ft. Outlot A – 66,747 Sf. – 1.53 Ac. Outlot B – 32,254 Sf. – 0.74 Ac Outlot C – 153,289 Sf. – 3.52 Ac. Outlot D – 212,604 Sf. – 4.88 Ac. Outlot E – 992,133 Sf. – 22.78 Ac. Outlot F – 70,451 Sf. – 1.62 Ac. Block 1 Lot 1 – 4,533 Sf. – 0.10 Ac. Lot 2 – 4,840 Sf. – 0.11 Ac. Lot 3 – 4,840 Sf. – 0.11 Ac. Lot 4 – 4,840 Sf. – 0.11 Ac. Lot 5 – 4,840 Sf. – 0.11 Ac. Block 2 Lot 1 – 4,835 Sf. – 0.11 Ac. Lot 2 – 4,840 Sf. – 0.11 Ac. Lot 3 – 4,773 Sf. – 0.11 Ac. Block 3 Lot 1 – 4,551 S.f. – 0.10 Ac. Lot 2 – 4,840 Sf. – 0.11 Ac. Lot 3 – 4,840 Sf. – 0.11 Ac. Lot 4 – 4,840 Sf. – 0.11 Ac. Lot 5 – 4,840 Sf. – 0.11 Ac. Lot 6 – 4,840 Sf. – 0.11 Ac. Lot 7 – 4,840 Sf. – 0.11 Ac. Block 4 Lot 1 – 4,692 Sf. – 0.11 Ac. Lot 2 – 5,218 Sf. – 0.12 Ac. Lot 3 – 5,323 Sf. – 0.12 Ac. Lot 4 – 5,707 Sf. – 0.13 Ac. Lot 5 – 5,218 Sf. – 0.12 Ac. Block 5 Lot 1 – 4,840 Sf. – 0.11 Ac. Lot 2 – 4,840 Sf. – 0.11 Ac. Lot 3 – 4,840 Sf. – 0.11 Ac. Lot 4 – 4,840 Sf. – 0.11 Ac. Lot 5 – 4,840 Sf. – 0.11 Ac. Lot 6 – 4,840 Sf. – 0.11 Ac. Lot 7 – 4,840 Sf. – 0.11 Ac. Lot 8 – 4,840 Sf. – 0.11 Ac. Lot 9 – 4,840 Sf. – 0.11 Ac. Lot 10 – 4,840 Sf. – 0.11 Ac. Lot 11 – 4,840 Sf. – 0.11 Ac. Block 6 Lot 1 – 6,101 S.f. – 0.14 Ac. Lot 2 – 6,274 S.f. – 0.14 Ac. Lot 3 – 6,166 S.f. – 0.14 Ac. Lot 4 – 5,763 S.f. – 0.13 Ac. Lot 5 – 5,763 S.f. – 0.13 Ac. Lot 6 – 6,461 S.f. – 0.15 Ac. Lot 7 – 6,496 S.f. – 0.15 Ac. Lot 8 – 5,763 S.f. – 0.13 Ac. Perimeter setback PUD exterior = 30 ft. Bluff Creek = 40 ft. Residential = 30 ft. 502 Avienda Townhomes Final Plat Approval October 24, 2022 Page 5 EASEMENTS The applicant is proposing adequate drainage and utility easements (DUE) as well as public right-of-way (ROW) in accordance with city ordinances. The applicant has provided a 60-foot ROW and a 10-foot-wide DUE corridor abutting the public ROW. This corridor is provided by the applicant through the use of outlots which are proposed in all areas not necessary to construct villa homes. This includes areas where public utilities, private streets, and green space are located. These outlots (Outlot A, B, C and F) are encumbered by DUE, which is a typical practice for this type of development. EXISTING CONDITIONS SURVEY The proposed subdivision is within the Planned Unit Development (PUD) known as Avienda. Avienda received final plat approval on July 12, 2021. Avienda’s final plat was for multiple outlots and public right-of-ways. The proposed subdivision is a replat of Outlots A and C from the initial Avienda final plat. The majority of the Avienda site has been mass graded in accordance with the grading permit issued June 4, 2021 and public utilities installed in accordance with the Development Contract approved July 12, 2021. The proposed subdivision will consist of a total of three Outlots (B, C and F) along with 39 parcels to facilitate villa homes and associated green space and private streets. GRADING & DRAINAGE A grading permit for the mass grading associated with the Avienda final plat was issued on June 4, 2021. The majority of the site has been graded to achieve the elevations necessary for public street and utility build-out along with ultimate build-out of the individual parcels. The grading plans associated with the Avienda grading permit are similar to the final plat grading plans dated September 30, 2022 for the Avienda Townhomes. The grading plans for Avienda Townhomes generally meet City Ordinances; driveway grades are greater than 0.5% and less than 10%; public streets are less than 7% and private streets are less than 10%; lots are graded to drain away from buildings; etc. EROSION PREVENTION AND SEDIMENT CONTROL The proposed development will exceed 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) in association with the Avienda Townhomes phase of construction. This SWPPP shall be a standalone document consistent with the NPDES Construction Permit and shall contain all required elements. 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. Additionally, an Erosion and Sediment Control Plan (ESCP) in accordance with City Ordinances shall be submitted for the grading operations of the subdivision as more than 5,000 square feet of land is being disturbed. The applicant has provided an ESCP, that generally meets the requirements listed under Sec. 19-145. Staff has included comments in the ESCP to be addresses prior to recording the final plat. 503 Avienda Townhomes Final Plat Approval October 24, 2022 Page 6 RETAINING WALLS There is an existing retaining wall adjacent to the proposed subdivision within the Preserve at Bluff Creek subdivision, east of Block 1 Lots 3-7. While the area is not within the proposed subdivision, there has been interest raised by the neighborhood regarding grading associated with this area. The applicant set up a neighborhood meeting with the neighborhood which was scheduled for October 4, 2021, to address any questions and concerns associated with grading in the area. Staff recommends continually communication by the applicant with the abutting neighbors in an effort to work together to mitigate any concerns. STREETS The applicant is proposing the extension of a public street, Mills Drive, along with the construction of two private streets, as illustrated below: The street designs shown in the construction plans are feasible and can be constructed in accordance with City Ordinance. All newly constructed public streets will be publicly owned and maintained after acceptance of the public improvements by the City Council. The applicant has provided typical street sections for both the public and private streets that meet the City of Chanhassen’s Standard Specifications (Standards). It is being proposed that the private streets are constructed to a width of 28 feet which will allow for parking on one side of the street, however no sidewalks are proposed along the private streets. Staff recommends a pedestrian access route, such as sidewalks, be further evaluated in order to provide a more safe and accessible route for the future residents of the subdivision. With the ultimate build-out of Avienda incorporating commercial and recreational amenities it is anticipated that residents will walk throughout the development. 504 Avienda Townhomes Final Plat Approval October 24, 2022 Page 7 SANITARY SEWER AND WATERMAIN The applicant is proposing the construction of 8” PVC mains for the sanitary sewer and water needs of the subdivision. The applicant and their engineer have been working with staff to ensure the sanitary sewer and water main alignments, and their associated structures and appurtenances, are designed and constructed to allow for the proper maintenance and future rehabilitation of the public systems and are in conformance with Standards. The final construction plans must be approved prior to recording of final plat. All sanitary sewer and water mains will be publicly owned and maintained after acceptance of the public improvements by the City Council. The City will provide the applicant’s engineers the appropriate nomenclature for sanitary sewer manholes to be incorporated in the final plan set. STROM 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.” Riley Purgatory Bluff Creek Watershed District (RPBCWD) approved a permit for Phase 1, which included the mass grading of the Avienda development and the construction of streets, trails and utilities within Bluff Creek Boulevard, Avienda Parkway and Sunset Trail, and Phase 2, Avienda Townhomes, on July 12, 2022. Phase 1 and Phase 2 of the Avienda development were shown to be in compliance with or received variances for floodplain management and drainage alterations, erosion control, wetland and creek buffers, and stormwater management under the RPBCWD permit. Since the site was permitted for both Phases 1 and 2, the additional information below includes sizing and design requirements for both phases. A total of 12.22 acres of impervious were planned for Phases 1 and 2 (4.0 acres planned within the Avienda Townhomes site); 1.6 acres of impervious are sidewalks and trails, which were exempt under RPBCWD rules. The site was ruled a restricted site based on soil borings and onsite infiltration testing showing low infiltration feasibility. The site is meeting the RPBCWD abstraction requirements of 0.55 inches of runoff from the regulated impervious through onsite rainwater harvest and reuse. The reuse system is intended to irrigate both the properties within the Avienda Townhomes site and the greenspace along the boulevards of Bluff Creek Boulevard, Avienda Parkway and Sunset Trail. Additional information on the stormwater reuse and irrigation should be provided prior to approval of the Avienda Townhomes development. This should include a water balance to confirm there is enough water supply in the identified source best management practices (BMPs) for the proposed irrigation demand. Additionally, information on the main components of the irrigation system (pump location, irrigation main line, etc.) should be included for review. MIDS modeling was provided to demonstrate water quality treatment exceeding 60% total phosphorus removal and 90% total suspended solids removal. In additional to the stormwater reuse, a series of filtration basins, vegetated swales and detention ponds are used in order to meet water quality requirements. The MIDS modeling provided shows the following pollutant removal efficiencies to the two ultimate discharge points: 505 Avienda Townhomes Final Plat Approval October 24, 2022 Page 8 TSS Removal Efficiency TP Removal Efficiency Lake Susan 90.0% 73.2% Bluff Creek 90.4% 75.9% Proposed rates are reduced from existing rates for the 2-, 10- and 100-year storm events at all discharge points from the site. Freeboard requirements are met for all proposed homes with respect to adjacent BMPs. All emergency overflows need to be added to the grading plans to confirm adequate freeboard between the proposed homes and the emergency overflows is provided. The BMPs outside of the City right of way will be privately owned and maintained. Additional information on the proposed inspection and maintenance of the stormwater management system will be needed prior to final approval. Storm Water Infrastructure Design As noted previously Avienda Townhomes proposed to meet rate and water quality requirements through the use of above and below ground filtration basins, vegetated swales, detention ponds, and stormwater reuse. Confirmation of the outlet and bottom elevation of the surface filtration basin 31P is needed due to the inconsistency between the HydroCAD modeling and the plans details. Runoff is proposed to be routed to the stormwater basins either through storm sewer or surface flows. Updated storm sewer sizing calculations representative of the storm sewer in the plans should be provided to confirm storm sewer is sized for a 10-year storm event. Additionally, there are multiple locations where water will flow 350-450 feet along the gutter before draining to a catch basin. Additional inlets shall be added to those locations to reduce gutter flow, or applicant should include information on potential spread within the roadways to demonstrate inlet spacing is adequate as proposed. A drainage swale is proposed behind townhomes south of Bluff Creek Boulevard. The drainage swale conveyance shall be confirmed to be adequate based on the anticipated flows, as this was swale was not modeled in HydroCAD. Storm Water Utility Connection Charges City Ordinance sets out the fees associated with surface water management. A water quality and water quantity fee are collected with a subdivision. These fees are based on land use type and are intended to reflect the fact that the more intense the development type, the greater the degradation of surface water. This fee will be applied to the new lots of record being created. The fees will be assessed at the rate in effect at that time; 2022 rates are $15,870.00 per acre for high-density residential: PER ACRE FEE ACRES FEE $15,870 40.34 640,195.80$ $15,870 1.53 (24,281.10)$ $15,870 0.74 (11,743.80)$ $15,870 3.52 (55,862.40)$ $15,870 4.88 (77,445.60)$ $15,870 22.78 (361,518.60)$ $15,870 1.62 (25,709.40)$ $15,870 0.72 (11,426.40)$ 4.55 72,208.50$ NURP Reduction (50%)36,104.25$ OUTLOT D OUTLOT E AREA SURFACE WATER DEVELOPMENT FEE GROSS AREA OUTLOT A OUTLOT B OUTLOT C OUTLOT F MILLS DRIVE ROW NET AREA 506 Avienda Townhomes Final Plat Approval October 24, 2022 Page 9 The SWMP fee on this project is $72,208.50. However, this SWMP fee is to be adjusted down by 50% based on Code Sect. 18-63 (stormwater design to NURP standards). As such, the net SWMP fee due at the time of final plat would be $36,104.25. ASSESSMENTS Water and sewer partial hookups are due at the time of final plat. The partial hookup fees will be assessed at the rate in effect at that time; 2022 rates for partial hookup fees are $691.00 per unit for sanitary sewer and $2,562.00 per unit for water. The remaining partial hookups fees are due with the building permit. FEES Based on the proposal the following fees would be collected according to rates in effect for 2022 with the development contract: a) Administration Fee: if the improvement costs are between $500,000 and $1,000,000, 2% of the improvement costs. If the improvement costs exceed $1,000,000, 2.5% of the first $1,000,000 plus 1.5% of the remainder: $21,379.85 b) Surface water management fee: $15,870/acre, or $36,104.25 c) A portion of the water hook-up charge: $2,562/unit, or $99,918.00 d) A portion of the sanitary sewer hook-up charge: $691/unit, or $26,949.00 e) Park dedication fee: $5,800/dwelling, or $226,200.00 f) GIS fees: $100 for the plat plus $30 per parcel, or $1,270.00 g) Street light operating fee for one year: $300 per light, or $1,200.00 LANDSCAPING AND TREE PRESERVATION The applicant for the Avienda Townhome development did not submit tree canopy coverage and preservation calculations. They are as follows: Total upland area (excluding wetlands) 10.14 ac. or 441,698 SF Baseline canopy coverage 0% or 0 SF Minimum canopy coverage required 20% or 88,339 SF Proposed tree preservation 0% or 0 SF The proposed plans do not meet minimum canopy coverage for the site; therefore the applicant must bring the canopy coverage on site up to the 35% minimum. The difference between the required coverage and the remaining coverage is multiplied by 1.2 for total area to be replaced. One tree is valued at 1,089 SF. Minimum canopy coverage to be replaced 88,339 SF Multiplied by 1.2 106,007 SF Divided by 1089=Total number of trees to be planted 97 trees For the 97 trees required for canopy coverage, 75% of the quantity must be overstory species, no more than 10% of the total may be of one species, and no more than 20% may be from one genus. The applicant has submitted a landscaping plan showing more than 97 trees to be planted 507 Avienda Townhomes Final Plat Approval October 24, 2022 Page 10 within the development but will need to redistribute the species selection in order to meet Code requirements for diversity. Bufferyard requirements - North: Required plantings Proposed plantings Bufferyard B – East prop. line, 880’ 17 Overstory trees 35 Understory trees 52 Shrubs 2 Overstory trees 0 Understory trees 175 Shrubs Bufferyard B – South prop. line, 350’ 7 Overstory trees 14 Understory trees 21 Shrubs 0 Overstory trees 0 Understory trees 0 Shrubs Bufferyard B – West prop. line, 960’ 19 Overstory trees 38 Understory trees 57 Shrubs 20 Overstory trees 30Understory trees 50 Shrubs Bufferyard B – North prop. line, 510’ 10 Overstory trees 20 Understory trees 30 Shrubs 0 Overstory trees 0 Understory trees 0 Shrubs Bufferyard requirements – South: Required plantings Proposed plantings Bufferyard B – North prop. line, 560’ 11 Overstory trees 22 Understory trees 33 Shrubs 8 Overstory trees 17 Understory trees 34 Shrubs Bufferyard C – East prop. line, 150’ 3 Overstory trees 6 Understory trees 10 Shrubs 4 Overstory trees 4 Understory trees 5 Shrubs Bufferyard B – West prop. line, 150’ 3 Overstory trees 6 Understory trees 9 Shrubs 4 Overstory trees 5 Understory trees 4 Shrubs The applicant does not meet minimum requirements for bufferyards for either the north or south townhome areas. Staff recommends that the applicant increase planting quantities to meet minimum requirements. The proposed landscaping plan can be revised to meet the minimum standards required by ordinance. However, the North area of the project has several open areas where a vast expanse of irrigated lawn is proposed. Within Planned Unit Developments, “landscaping should reflect higher quality design than is found elsewhere in the community.” Staff recommends that the applicant apply a higher standard by incorporating landscaping features not currently found within new developments, such as a pollinator meadow, planted woodland, association community garden, or other sustainable landscape features that would elevate the design of the development. Recommendations: 1. The applicant shall include 97 trees in the overall landscape plan that meet minimum canopy coverage requirements for size and diversity. 508 Avienda Townhomes Final Plat Approval October 24, 2022 Page 11 2. The applicant shall meet minimum bufferyard planting requirements for North and South townhome areas. 3. The applicant shall install Conservation Easement signage along the south property line abutting Outlot E. Markers shall be placed at property corners and each deflection point in the property line. 4. Staff recommends that the applicant apply a higher standard by incorporating landscaping features not currently found within new developments, such as a pollinator meadow, planted woodland, association community garden, or other sustainable landscape features. PARKS & RECREATION The quality and number of recreational facilities in a community directly contributes to its quality of life. For this reason, the City of Chanhassen places a strong emphasis on parks and open space. As the City of Chanhassen has developed and increased in population, more pressure and attention has been given to providing recreational opportunities for our residents. Increased leisure time, health awareness, greater mobility, and high disposable incomes have all contributed to the increased demand for recreational activities. The challenge is to provide facilities for a growing and diverse population. Parks can be defined as public areas that provide active or passive-oriented recreational facilities. A significant characteristic of parkland is its accessibility to its users. Open space is any parcel that is not used for buildings or other structures and is left in a natural state. Parks and open space perform diverse functions such as: meeting physical and psychological needs, enhancing and protecting the resource base, enhancing real estate values, and providing a positive impact on economic development. Parks The goal of neighborhood parks is to provide informal recreational opportunities close to where people live. Chanhassen operates under the standard that all residents should be within walking distance, or a half mile, of a neighborhood park. The PUD is located within the park service area of Power Hill Park and the Lake Susan and Fox Woods Preserves. Trails The City’s goal is to maintain a comprehensive and easily navigable trail and sidewalk system that connects neighborhoods to park and recreation facilities, schools, community destinations and other communities. Park and Trail Conditions of Approval The current rate for Park Dedication fees is $5,800 per dwelling ($5,800 X 39 Townhome Units = $226,200 Total Park Dedication Fees). There is a Park and Trail credit to the Avienda Development therefore no new Park and Trail fee will be collected with this development. 509 Avienda Townhomes Final Plat Approval October 24, 2022 Page 12 MISCELLANEOUS Fire Comments 1. Road widths – no parking signs required on one side or both depending on width. See City Code for road widths and signage. 2. No combustible construction to begin until fire hydrants and temp/permanent fire access roads are installed and maintained. 3. Addressing and street signs to be installed immediately upon finish and before occupancy of first unit. Temp addressing and street signs to be maintained throughout construction. 4. Construction vehicles and material may not block fire apparatus access or hydrants once combustible material construction starts. Building Comments 1. Final plat must be recorded before lot addresses can be established and before any building permits can be issued 2. A final grading plan and soils report must be submitted to the Inspections Division before building permits will be issued. 3. 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 4. A building permit must be obtained before beginning any construction. 5. 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. RECOMMENDATION Staff recommends approval of the Subdivision of 40+ acres into 39 lots and 6 outlots, Avienda Townhomes, Development Contract with plans prepared by Landform dated September 30, 2022, subject to the following conditions: Planning 1. Homes shall be constructed and designed consistent with the PUD (Ordinance 696). Building 1. Final plat must be recorded before lot addresses can be established and before any building permits can be issued. 2. A final grading plan and soils report must be submitted to the Inspections Division before building permits will be issued. 3. 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. 4. A building permit must be obtained before beginning any construction. 5. 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. 510 Avienda Townhomes Final Plat Approval October 24, 2022 Page 13 Fire Comments 1. Road widths – no parking signs required on one side or both depending on width. See City Code for road widths and signage. 2. No combustible construction to begin until fire hydrants and temp/permanent fire access roads are installed and maintained. 3. Addressing and street signs to be installed immediately upon finish and before occupancy of first unit. Temp addressing and street signs to be maintained throughout construction. 4. Construction vehicles and material may not block fire apparatus access or hydrants once combustible material construction starts. Landscaping and Tree Preservation 1. The applicant shall include 97 trees in the overall landscape plan that meet minimum canopy coverage requirements for size and diversity. 2. The applicant shall meet minimum bufferyard planting requirements for north and south townhome areas. 3. The applicant shall install Conservation Easement signage along the south property line abutting Outlot E. Markers shall be placed at property corners and each deflection point in the property line. 4. Staff recommends that the applicant apply a higher standard by incorporating landscaping features not currently found within new developments, such as a pollinator meadow, planted woodland, association community garden, or other sustainable landscape features. Engineering 1. All public utilities will require adequate drainage and utility easements prior to approval of final plat. Staff recommends Block 1 Lot 24, Block 2 Lot 9 and Bloc 3 Lot 9 be encumbered by public drainage and utility easements. Condition has been met. 2. The applicant must provide the City the total area of right-of-way being dedicated along with the area of public DUE in square footage and per lot. Condition has been met. 3. The plat shall be updated to maintain 10 feet of separation from the ROW and Block 1 Lot 1, Block 2 Lot 8 and Lot 1. Condition has been met. 4. Any previously recorded easements located within proposed public right-of-way or proposed public drainage and utility easements must be vacated prior to or concurrently with the final plat. Condition still applies. 5. The applicant shall submit an updated existing condition survey illustrating all of the requirements of Sec. 18-40. Condition has been met. 6. The existing overhead electric lines and associated poles must be removed as soon as the electric line is no longer required. The applicant shall supply an estimated timeline for when this removal could occur. Condition has been met. 7. The applicant shall provide street and utility profiles prior to final plat approval. Condition has been met. 8. Emergency overflow elevations and routes along with lot benching details shall be submitted prior to final plat approval. Condition still applies. 9. Any grades over 3:1 on the proposed grading plan need to be indicated for review and approval prior to final plat approval. Condition has been met. 10. The applicant is required to provide an updated SWPPP for the proposed subdivision prior to approval of final construction plans. Condition still applies. 511 Avienda Townhomes Final Plat Approval October 24, 2022 Page 14 11. The applicant shall provide an erosion and sediment control plan in conformance with the requirements listed under Sec. 19-145 of City Ordinance prior to the approval of final construction plans. Condition still applies. 12. The retaining wall north of Block 1 Lots 8-11 will be required to be privately owned and maintained and the associated maintenance agreements must be recorded concurrently with the final plat. Condition no longer applies due to updated construction plans. 13. All newly constructed public streets (Mills Drive) will be publicly owned and maintained after acceptance of the public improvements by the City Council. Condition still applies. 14. Construction design elements associated with the street plans such as signage, striping, street lights, intersection details, profiles, street radii, etc. including the horizontal curvature information will be required prior to final plat approval of final construction plans. Condition has been modified for clarity, and still applies. 15. Any intersection of two streets must provide ADA curb ramps, which would include the intersection of Avienda Parkway and “Private Drive NW” and Bluff Creek Blvd and “Private Drive S”. Condition has been met. 16. Any intersection of a private street with a public street must be constructed with a concrete apron in general conformance with Detail Plate #5207. Condition has been met. 17. The applicant will be required to provide design calculations and justification that the spacing of the proposed intersection of Bluff Creek Blvd. and “Private Drive S” is in conformance with MnDOT and National Cooperative Highway Research Program Report 672 design guidelines, or provide justification that the impact is expected to be minimal and/or no reasonable alternatives are available. Condition has been met. 18. The final construction plans must be updated and approved to meet staff’s comments prior to recording of final plat. Condition has been modified for clarity, and still applies. 19. All sanitary sewer and water mains will be publicly owned and maintained after acceptance of the public improvements by the City Council. Condition still applies. 20. An engineer’s estimate for the cost of public improvements must be provided prior to approval of the final plat. Condition has been met. 21. 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. Condition still applies. 22. 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, RPBC Watershed District, Board of Water and Soil Resources, PCA, etc.). Condition still applies. 23. A Homeowners Association must be formed to ensure perpetual maintenance of all common areas and private utilities. New condition. Water Resources 1. The net SWMP Fee due at the time of final plat is $36,104.25. Condition has been modified to match plan submittal, and still applies. 2. The applicant shall include electronic copies for the HydroCAD and P8 models in any future submittals to help to speed up the review process. Condition still applies. 512 Avienda Townhomes Final Plat Approval October 24, 2022 Page 15 3. The site is currently meeting rate control to each discharge point, however, the applicant shall confirm rate control is still being met after making any necessary modeling updates based on comments provided. Condition still applies. 4. TCs do not appear to have been updated in the modeling for the Phase 2 subcatchments. Condition has been met. 5. The applicant shall confirm that TCs are still accurate for the Phase 2 condition. Condition has been met. 6. The outlet from proposed conditions node 46P “Triangle Basin” has been changed from the Phase 1 plans, however, no work on the Triangle Basin is shown in the plans. The applicant shall clarify this discrepancy. Condition still applies. 7. The applicant shall confirm freeboard requirements are still being met after making any necessary modeling updates based on comments provided. Condition still applies. 8. The applicant shall confirm spot elevations on the plans near the low-lying backyard areas are the EOFs for these areas or add the EOF elevations to the plans. Condition still applies. 9. The applicant shall plot the plans with the callouts as the top layer so they are not being blocked by storm sewer or other layers as some are currently difficult to read. Condition has been met. 10. The applicant shall provide an operation and maintenance plan that identifies the maintenance, inspection, and monitoring schedule and responsible party for private BMP’s. Condition still applies. 11. The applicant shall provide plan/profiles on the water, sanitary, and storm sewer proposed for Phase 2 to confirm storm sewer sizing and that there are no conflicts. Condition has been met. 12. Applicant shall confirm storm sewer sizing calculations provided are correct and are consistent with HydroCAD modeling. Condition has been modified for clarity, and still applies. 13. The existing storm sewer shall be shown on all utility plans. It does not appear to be shown or clearly depicted in the utility plans. Condition has been modified for clarity, and still applies. 14. Details and cross sections for the Phase 2 BMPs shall be included in future submittals to confirm modeling. Condition has been met. 15. The West Central Basin (Basin 31P in the proposed conditions modeling) is shown with existing draintile/storm sewer in the Phase 2 plans however the modeling for the basin has been updated since the Phase 1 plans. The applicant shall provide additional detail on the status of the West Central Basin. Condition still applies. 16. Details on any proposed outlet structures including EOFs or pretreatment structures for the proposed BMPs shall be included in future submittals. Condition has been modified for clarity, and still applies. 17. There are areas in the plans with slopes steeper than 3:1. Applicant shall regrade these areas to be a maximum of 3:1 slopes or get approval for steeper slopes from the City. Condition has been modified for clarity, and still applies. 18. The applicant shall confirm an easement isn’t needed over the proposed storm sewer between Lots 14 and 15 in the western townhomes area. Condition still applies. 19. The applicant should provide RPBCWD erosion control notes on page 7. Condition has been met. 20. Inlet protection, rock entrances, erosion control blanket and other erosion control measures shall be shown on the plans. Condition has been met. 513 Avienda Townhomes Final Plat Approval October 24, 2022 Page 16 21. Additional water resources comments are included on the plans for the applicant to address moving forward. – New Condition. 22. Additional information on the stormwater reuse and irrigation system shall be provided to the city to review and approve the design prior to approval of the Avienda Townhomes development – New Condition. 23. Additional catch basin inlets should be added to locations identified in the plans to reduce gutter flow. Alternatively the applicant shall include information on potential spread within the roadways to demonstrate inlet spacing is adequate as proposed. – New Condition. 24. Additional calculations and HydroCAD modeling shall be provided for the proposed drainage swale behind townhomes south of Bluff Creek Boulevard to confirm the design is adequate for the anticipated flows. – New Condition. ATTACHMENTS 1. Development Review Application 2. Final Plat 3. Submittal Plans dated September 2022 4. Development Contract 5. Charles Cudd Product Visuals g:\plan\2021 planning cases\21-22 avienda townhomes - outlots a and c, avienda\21-22 avienda townhomes final plat\staff report - final.docx 514 CO TIUN]TY DEVELOP ENT DEPARTIIENT Planning Division - 7700 Market Boulevard Mailing Address - P.O. Box 147, Chanhassen, MN 55317 Phone: (952) 227-13W I Fax: (952) 227-1110 Submitlal Date PC Date: CNYM CHAI{H,ISSII{ APPLICATION FOR DEVELOPMENT REVIEW rc,w, mlZel lZz fl)oay Rsvbn, Dab:tolts lzz Section 1: Application Type (check all that apply) (Refor lo tlro a@rqtido App/icdbl Ch€cldid lt /lqJirrd E Cornprehensive Plan Amondmont......................... S600E Minor MUSA line for failing on-site sowers ..... $100 E Conditional Uso P6rmit (CUP) E Single-Family Residencs ................................ 0325fl Ar orhers........ ..................0425 E lnterim Us€ Permit (lUP) D ln conjunc'tion with SingFFamily Rosidonca.. $325! litt otrers $425 subniltd hlotnatioo that n,,/,st @npaoy Ns epdbation) E SuMivision (SUB) D Creato 3lots or |ess........... tr! D .......................-.$300 D Creato ov6r 3 lots ......................$600 + $15 per lot( lots) $150 $700 $150 s275 Psrmit Lot Line Adjustrnent (lndudos 1450 oscrof,r foi atbrnoy ccts)' 'AddlbEl olcrow msy bo ]€qrfrd fur othor apdicalioru throqh tE d6.€logmq cq|tgct E Vacatirn of Eas6m6nts/Right-of-way (VAC)........ $300 (Adddon l rscolfig ft6 rnay edy) ! Varianc€ (VAR)$200 I Rezoning (REZ) ! Pbnned Unit Dev€lopment (PUD) ..................0750 ! Minor Amondment b existing PUD................. El00E Alt oheG........ .-...............0500 ! Sign ptan Revievy...................................................8150 ! Site Frlan Review (SPR) Administralive ... t100 CommerciaUlndustrial Districts'$s00 $100Plus $10 per 1,000 square feet of building ar6a:( thoGand squar€ feot) 'lndude ,.rnb€. oa 9I4E!Eq drplq/o63: _ 1rdu(b nqnbG. . @! c do)fo€.:E Resirontial Disbicts ..........05m Plus $5 psr dw€lling unit ( uniB) D Zoning Ordinanca Amondment (ZOA)$500 !g!E: Wh.n multlpL Tplic.tbo. .t! p.oc..trd conclrr.i0y, th. .p!.oFLt t!. .h.ll b. .rr.O.d ior..dr .pplicadoi. E Pmperty Os,ners' List w'thin 500' (city b gpr|esb dror Flr0dic.tbo m!d|g) .................. .33 per addmss ( 90 6ddr6s€s) E Escrow for Recording Documents (cfiod( all that f) Condilional Us€ P6mit A vacationD Metes & Bounds Subdivisbn (3 docs.) 350 per document L_ easemsnts) E Deeds TOTAL FEE:$620.00 tr! fl sito Plan Agrsem€nt D Wetand Alteration Pemit AviendaProporty Addross or Location: Parcel #:Legal Description Outots A and C, Avisnda TotalAcreage:38.86 Wotlands Pressnt?Z Yas E tto Present Zoning:Plannsd Unit Oevelopm6nt (PUD)Rsquested Zoning . Not Applicable Present Land Use Designation:Mixed Request€d Land Use Designation:Not Applicable Echeck box if separate narrative is attached. Varianc6 Section 2: Required lnformation Dsscription of Proposal: Final Plat and Vacation lor Avionda Townhom€s - Soe Attached Nanative E{sting Use of Proporty:vacant 515 Section 3: Property Owner and Applicant lnformation APPUCANT OTHER THAN PROPERTY OWNER: ln signing this application, l, as applicant, represent to have obtainod authorization from ths prop€rty owner to file this application. I agree to be bound by conditions of approval, subject only to the right to obiect at th6 hearings on the application or during the appeal period. lf this application has not been signed by ths prop€rty omer, I have attachod soparate documontation of full logal capacity to fils the application. This application should be processed in my name and I am the party whom the City should contacl regarding any matter pertaining to thb applicdbn. I will keep mysetf informed of the deadlines for subrnission of material and the progress of lhis applklation. I furfter understand that additional fe€s may be charged for consulting fees, feasibility studies, e!c. with an estimata prior to any authorization to proceed with th6 study. I certify that the information and exhibits submitted are tue and corBcl. Name:Contaci: Phon6: Mark Nordland Address:4600 Kings Point Boad City/StateZip: Email: Minnetrista, MN 55331 Cell: Fax: (6121812-7om mnordland @ nordlandpartners.com Signature:Date: PROPERTY OWI{ER: ln signing this a , as prcperty owner, have full legal capacity lo, and hsreby do, authorize lhe filing of this applietion. I understand lhat coarditions of approval are binding and agree to be bound by thos€ conditions, subjed only to the right to object at the hearings or during lhe appeal periods. I will keep m)rsetf informed of the dsadlines for submission of matsdal and the progress of this application. I furfier und€rstand that additional fs6s may b€ charged for consulting fees, feasibility studies, etc. with an ostimato prior to any aulhoriza0on to procoed with tho study. I c€rtify that the information and exhibib submittod are truo and conec{. Name Level 7 Development LLC 96616gt. Bahram Akadi Phon6: (S54m4TnAddross:.1600 Kings Point Road City/StateZip: Email: Minnetrista, MN 55331 C€ll: Fax: (612) 812-12t 1 @n. Sllnature:Date: PR(UECT ENGINEER (if appliEble) Name: Lendlorm Prolessional Servicas, LLC Coltaci. Stovon Sabraski Phone: (612) 638{243Address:105 South Filth Avenue, Suile 513 City/Statezip:Minneapolis, MN 55401 ssabraski@landlorm.n6t Cell: Fax:Email:(612' 252-9077 Urho should receive coplos of atafr reports?'Oth6r Contact lnformatlon : Name: Kendra LindahlE Prop€rty owns via: D Email El Applicant Vra: E Email ! Mailed Paper Copy E Mailed Pap€r Copy E Mailed Paper Copy E Mailed Pap€r Copy Address: 105 South Filth Avenue, Suite 513City/Statezip: Minneapolas. MN 55401Email: klindahl@landlorm.net INSTRUCTIONS TO APPLICANT:Complete all necessary form fields, then selecl SAVE FORM to save a copy to your dovic€. PRINT FORM and delivsr to city along with required documents and payment. SUBMIT FORM to send a digital SAVE FONM PRII{T FORI'SUBMTT FORII Thb application must b€ comdeted in full and must be accompanied by all applicable City Ordinance provisions. Bebre filing this application, refer to the apFopriate Applicatbn Checklist and confer with the Planning Departrnent to determine lhe sp€cillc ordinance and appli€bl6 procedural roquirements and fs€s. A determination of completeness of the application shall be made within 15 business day€ of apdication submittal. A written notice of application deficienciss shall be mailed to the applicant within l5 businoss da)rs of application. and plans raquired by Section 4: Notification lnformation tra Engineer Ofied Vra: Vra: tr @ Email Email Lsvsl 7 Devolopment LLC copy to the city for procossing. 516 OUTLOT A OUTLOT D MAT C H LI N E See sheet 2 of 3 sheetsSEE SHEET 3 OF 3 SHEETS FOR DETAILOF BLOCKS 1 THROUGH 5W. line of Outlot C, Avienda1540.84 N01°05'17"E190.81 S0°21'54"W125.74 N89°38'06"W 93.35 S86°43'46"W 8 1.40R =54.00Δ =8 6°21'53" S 4 2 ° 4 3 ' 4 2 " E 5 5 . 0 4 S86°10'48"E 79.92 R =11416.16 Δ =2°51'5 0 "5 7 0.6 3 220.98 S89°02'39"E 346.68 N88°54'43"W 5 8 0 . 6 8 S 5 2 ° 5 0 ' 2 9 " E R=240.00Δ=75°3 2 '4 8 "3 1 6 .4 5 R=1390.00Δ=11°26'58"277.76R=1815.00Δ=13°50'58"438.72339.67360.00781.1660.00R=536.00 Δ =3 5 °2 6 '1 1 "3 3 1 .5 1 82.00R =54.00Δ =87°00'29"S10°28'50"E 46.34 R=1313.52 Δ=2°53'57" 66.46 30.89 R=456.00 Δ=3°52'52"161 .5 5 R =37 0 .5 0 Δ=24°5 8 '5 9 "52.0 0 N 4 1° 0 4' 5 0" E 68.04 R=1148.00 Δ=3°23'46" 9 0 . 6 9S3 7 ° 4 5 ' 4 4 "E 98.09 N18°43'39"E MILLS DRIVE 606062.05 R=978.00 Δ=3°38'07" 5.49 Δ=00°10'24" Δ =2 7 °5 0 '0 8 " 1 1 6 .6 0 Δ=47°42'40"199.8 5 WET L A N D Drainage and Utility Easementover all of Outlot CDrainage and Utility Easement over all of Outlot D Drainage and Utility Easement over all of Outlot A Drainage and Utility Easement over all of Outlot B AVIENDA TOWNHOMES Denotes 1/2 inch iron pipe monument found. Denotes 1/2 inch by 14 inch iron pipe monument set and marked by License No. 24332. Bearings shown are based upon the west line of Outlot C, AVIENDA which has an assumed bearing of N01°05'17"E. NORTH 0 100 200 1 INCH = 100 FEET SCALE IN FEET 517 OUTLOT E MAT C H LI N E See sheet 1 of 3 sheets SEE BELOW FOR DETAIL OF BLOCK 6 208.59 N90°00'00"W 195.69 N84°03'11"W 128.86 N77°16 ' 3 3 " W 123. 1 2 N72° 4 5 ' 3 1 " W 105 . 4 3 N6 7 ° 2 2 ' 4 9 " W 83 . 4 9 N6 0 ° 5 6 ' 4 4 " W N3 9 ° 2 2 ' 3 3 "W 8 9 . 2 1 85.52N5°33'21"W109.18N15°04'06"W N5 9 ° 5 5 ' 5 3 " W 89 . 0 2 14.59 N7°45'55"W R=2355.00 Δ =08°16'5 2"3 4 0.3 7 340.14 S89°39'32"E Δ =12 °5 4 '0 9 "R =113 6 .0 0 2 5 5 .8 2 56.29 R=94.00 Δ=34°18'40" R=66.00 Δ=32°09'21" 37.04 56.91 N79°35'38" E R=66.00 Δ=44°01'18" 50.71 43.76 R=94.00 Δ=26°40'33" R =9 5 2 .7 7 Δ =5 °0 1 '3 9 " 8 3 .6 0 Δ =1 4 °4 1 '2 8 " R =9 5 2 .7 7 2 4 4 .3 0 N81°58'01"E 38.61 709.36 S7°02'36"E152.11 S29°19'19"W1149.34 N88°03'46"W263.03 S1°56'14"W17.0 6 106.0 6 86.61 N14°20'53"W 82.98 N51°31'40"W S81°22'40" E 160.66 R=52.00 Δ=49°26'03" 44.86 R=85.00 Δ=72°39'22" 107.79 R=94.00 Δ=51°53'57" 85.15 R=456.00 Δ=3°52'52" 30.89 Δ=07°45'25"318.8 321.54 Δ=00°31'27"N41°04'50"E52.00R =37 0 .5 0 Δ=24°5 8 '5 9 "161.55 CBRG=S39°22'58"W C=68.03 R=1148.00 Δ=3°23'46" 68.04 Drainage and Utility Easement over all of Outlot E Drainage and Utility Easement over all of Outlot F 60.05 S 7 7 ° 5 8 ' 3 9 " E 263.03S01°56'14"WDETAIL OF BLOCK 6 7 6543 2 1 8 110.90 N 7 8 ° 4 9 ' 2 2 " W 237.35 N90°00'00"E 70.64 S 7 6 ° 5 4 ' 2 0 " E 56.50 S 7 5 ° 0 3 ' 0 5 " E 56.50 S 7 5 ° 0 3 ' 0 5 " E 54.16 S81° 2 4 ' 5 7 " E 102.00 S14°56'55"W56.52 S85°27'58"E 176.96 N90°00'00"E 65.47 S82°49 ' 4 1 " E105.12 S12°01'21"WS9°36'12"W106.04N3°55'46"E102.24N0°00'00"E102.00S0°00'00"E102.00S0°00'00"E102.00S5°55'57"W107.04S14°56'55"W102.0063.96 56.50 56.50 67.4056.5056.5056.95 55.33 55.58 8 2 . 9 8 N 5 1 ° 3 1 ' 4 0 "W86.61 N14°20'53"W263.03 S1°56'14"WDrainage and Utility Easement over all of Outlot F AVIENDA TOWNHOMES Restricted Access per Doc. No. A503436 NORTH 0 100 200 1 INCH = 100 FEET SCALE IN FEET NORTH 0 30 60 1 INCH = 30 FEET SCALE IN FEET Denotes 1/2 inch iron pipe monument found. Denotes 1/2 inch by 14 inch iron pipe monument set and marked by License No. 24332. Bearings shown are based upon the west line of Outlot C, AVIENDA which has an assumed bearing of N01°05'17"E. 518 220.00 S1°05'17"W 1540.84 N01°05'17"E 781.16 60.00 360.00 381.72 S01°05'17"W 385.00 N01°05'17"E 385.00 S01°05'17"W 110.42 N89°37'00"E115.25 N89°37'00"E65.22 S84°45'23"E52.72 S84°45'23"E56.60 S75°32'58"E53.96 S66°25'44"E90. 4 0 N 2 3 ° 3 4 ' 1 6 " E 61.48 S66°25'44"E69.59 S75°32'58"E580.68 S52°50'29"E88.00 S88°54'43"E88.00 S88°54'43"E220.00 S01°05'17"W 88.00 N88°54'43"W105.00 S88°54'43"E145.00 S01°05'17"W 115.21 S88°54'43"E88.00 S00°59'45"W 346.68 N88°54'43"W164.87 S88°54'43"E160.54 S88°54'43"E88.00 S88°54'43"E271.67 N01°05'17"E 60 60 60R =18 15 .0 0 Δ =13 °5 0 '5 8 "4 3 8 .7 2 Δ =8 °0 5 '12 "2 5 6 .17 Δ =1°5 4 '2 7 "6 0 .4 2 Δ =3 °4 0 '5 5 "11 6 .6 4 Δ=00°10'24" 5.491234567 1 2 3 4 5 1 2 3 4 5 6 7 8 9 10 11 OUTLOT C OUTLOT B 3 2 1 54321 13MILLS DRIVER=1390.00 Δ=11°26'58"277.76R=240.00Δ=75°32 ' 4 8 " 3 1 6 .45Δ= 4 7° 4 2'4 0 " 1 9 9.8 5 90.22 S00°23'00"E68.53N63°07'58"WN18° 4 8 ' 4 4 " E 90.7 1 N10°35'5 5 " E 90.65 N02°40'47"E 90.35 S00°23'00"E 90.22 55.0055.4260.2555.0055.0055.0055.0055.00 55.0055.0055.0055.0055.0055.0055.00 55.00 55.00 55.00 55.00 55.00 55.00 55.00 55.00 55.00 55.00 55.00S88°54'43"E88.00S88°54'43"E88.00S88°54'43"E88.00S88°54'43"E88.00S88°54'43"E88.00S88°54'43"E88.00S88°54'43"E88.00S88°54'43"E88.00S88°54'43"E88.0029.64117.64 S88°54'43"E29.6488.0088.00R =8 0 .0 0 Δ =90°00'00"125.66R=80.00Δ=90°00'0 0 "1 2 5 .6 6 122.32145.00 105.00Δ=90°00 '0 0 "31.42 3 1 .42Δ =9 0 °00'00"54.8755.0055.0050.5355.0055.01S01°05'17"W 88.00 28.40 N54°37'08"WN34° 2 0' 2 5" W 76.4 9 51.67 55.00 55.00 55.00 55.00 55.0055.0055.0055.0046.03 S88°54'43"E88.00S88°54'43"E88.00S88°54'43"E88.00N1 9 ° 2 7 ' 0 2 " E 82. 5 3 55.00 55.00 55.00 55.00 55.00 55.00 51.72 51.7255.0055.0055.0055.0055.0055.00 S88°54'43"E88.00S88°54'43"E88.00S88°54'43"E88.00S88°54'43"E88.00S88°54'43"E88.00390.31 S02°43'53"E 289.62 N 1 9 ° 4 3' 0 8 " W 27.86 N70°03'02"E127.36 N45°47'08"W 34.88 N67°54'44"W N88°54'43"W88.0088.00 S88°54'43"E79.00 S88°54'43"EΔ=64°09'29" 11.20 S88°54'43"E88.002 R=1825.00 Δ=0°57'01" 30.27 C=30.27 CBRG=N07°24'23.38"W4 5 381.72 N01°05'17"E 266.03 S01°05'17"W Drainage and Utility Easement over all of Outlot C Drainage and Utility Easement over all of Outlot B AVIENDA TOWNHOMES Being 10 feet in width and adjoining right of way lines as shown on the plat. DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: NORTH 0 40 80 1 INCH = 40 FEET SCALE IN FEET Denotes 1/2 inch iron pipe monument found. Denotes 1/2 inch by 14 inch iron pipe monument set and marked by License No. 24332. Bearings shown are based upon the west line of Outlot C, AVIENDA which has an assumed bearing of N01°05'17"E. 519 AVIENDA TOWNHOMES CHANHASSEN, MINNESOTA NORTH NO SCALE AREA LOCATION MAP ABBREVIATIONS MODULAR RETAINING WALL FIELDSTONE RETAINING WALL NEW CATV UNDERGROUND CABLE/TV EXISTING DESCRIPTION DESCRIPTION STORM SEWER WATERMAIN FORCE MAIN SANITARY SEWER-WASTE ROOF DRAIN SYSTEM GAS LINE-UNDERGROUND FIRE LINE (IF SEPARATE) FIRE DEPT. CONNECTION SOIL SUBDRAIN TELEPHONE-UNDERGROUND ELECTRIC-UNDERGROUND LAWN SPRINKLER SLEEVE > > >> RIPRAP >> FM STS RD GATE VALVE WTR SAN BLDG. FIRE GAS HYD TELE ELEC X"SSD LSS C.O. MAJOR CONTOUR BUILDING SPOT ELEVATION 120 CONCRETE SLOPE DIRECTION CONCRETE CURB GUARD RAIL FENCING CONCRETE RETAINING WALL HEIGHT, TYPE POWER POLE LIGHT STANDARD EXIT LOCATION UNDERGROUND STRUCTURE EDGE OF PAVEMENT BOLLARD CANOPY/OVERHANG BIT. EDGE FES CATCH BASIN MANHOLE SYMBOLS LANDSCAPING GRAVEL FLAG POLE > >> POWERPOLE GUARD POST GAS METER TREES TRAFFIC SIGN WATER MAIN SANITARY SEWER LINE STORM SEWER LINE OVERHEAD ELECTRIC MAJOR CONTOUR SPOT ELEVATION CONCRETE BUILDING CANOPY / OVERHANG 120 GM 12"STS 8"SAN LT FENCING CONCRETE CURB RETAINING WALL OE MANHOLE WATER VALVE FIRE HYDRANT FLARED END SECTION CATCH BASIN 6"WTR XX HEIGHT, TYPE 1 NOTE NUMBER GUY WIRE IRON MONUMENT FOUND WATER SHUT-OFF VALVE l l MEASURED DISTANCE DISTANCE PER RECORDED PLAT UNDERGROUND TELEPHONEUT UNDERGROUND ELECTRICUE GAS LINEG PAVING BLOCK PAVING BLOCK SET 1/2" X 14" IRON PIPE TRANSFORMER TREE LINE MB MAILBOX SURVEY DISK (BENCHMARK) WSO BITUMINOUS SOIL BORING B-X 123.45 %1.00 234.5 LIGHT POLE MINOR CONTOUR123MINOR CONTOUR123 SILT FENCE SYMBOL DESCRIPTION REVISED AREA (THIS ISSUE) REVISION - ADDENDUM, BULLETIN, ETC. NOTE REFERENCE LARGE SHEET DETAIL COORDINATE POINT PARKING STALL COUNT DESCRIPTIONSYMBOL EROSION CONTROL SYMBOLS DRAWING SYMBOLS n n n LEGAL DESCRIPTION BENCHMARK INLET PROTECTION C21 C7.3 1 12 2 SITE BENCHMARK: BM-1 : TOP NUT OF HYDRANT LOCATION: SOUTHEAST QUADRANT OF POWERS BLVD. & LYMAN BLVD. ELEVATION = 921.32 ) BM-2 : TOP NUT OF HYDRANT LOCATION: WESTERLY SIDE OF POWERS BLVD, 1,960 FT SOUTH OF LYMAN BLVD. ELEVATION = 913.82 ) Outlot A and C, Avienda, Carver County, Minnesota. 3 DESCRIPTIONSHEET NO. CIVIL & LANDSCAPE TITLE SHEET PRELIMINARY PLAT EXISTING CONDITIONS SITE PLAN OVERALL SITE PLAN NORTH SITE PLAN SOUTH TYPICAL STREET SECTIONS GRADING, DRAINAGE, & EROSION CONTROL OVERALL GRADING, DRAINAGE, & EROSION CONTROL NORTH GRADING, DRAINAGE, & EROSION CONTROL SOUTH GRADING, DRAINAGE, & EROSION CONTROL ENLARGED SWPPP BASIN CROSS SECTIONS BASIN CROSS SECTIONS UTILITIES - OVERALL PRIVATE DRIVE NW STREET & STORM PRIVATE DRIVE NW STREET & STORM BLOCK 1 REAR YARDS STORM BLOCK 1 REAR YARDS STORM MILLS DRIVE STREET MILLS DRIVE STREET & STORM BLOCK 2 REAR YARDS STORM PRIVATE DRIVE SOUTH STREET PRIVATE DRIVE SOUTH STREET PRIVATE DRIVE SOUTH STORM PRIVATE DRIVE NW SANITARY & WATER MILLS DRIVE SANITARY & WATER MILLS DRIVE SANITARY & WATER PRIVATE DRIVE SOUTH SANITARY & WATER PRIVATE DRIVE SOUTH SANITARY & WATER CIVIL CONSTRUCTION DETAILS CIVIL CONSTRUCTION DETAILS CIVIL CONSTRUCTION DETAILS CIVIL CONSTRUCTION DETAILS LANDSCAPE PLAN - OVERALL ENLARGED LANDSCAPE PLAN - NORTH 'A' ENLARGED LANDSCAPE PLAN - NORTH 'B' ENLARGED LANDSCAPE PLAN - SOUTH PHOTOMETRICS PLAN LANDSCAPE DETAILS CERTIFICATIONS CIVIL / LANDSCAPE SHEET INDEX & REVISION MATRIX OWNER C0.1 C0.2 C1.1 C2.1 C2.1A C2.1B C2.2 C3.1 C3.1A C3.1B C3.1C C3.2 C3.3A C3.3B C4.1 C5.1A C5.1B C5.1C C5.1D C5.2A C5.2B C5.2C C5.3A C5.3B C5.3C C6.1 C6.2A C6.2B C6.3A C6.3B C7.1 C7.2 C7.3 C7.4 L2.1 L2.2 L2.3 L2.4 L4.1 L7.1 PROJECT CONTACTS 08.31.2109.08.21X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 09.21.2102.22.2204.25.2206.21.2209.30.22SHEETS ISSUED BY DATE COMPOST/BIO LOG)))))))))))))))))))) D Angle &And @ At 100 YR.100 Year Flood Elevation A.B.Anchor Bolt A.D.Area Drain A/C Air Conditioning Unit ADD.Addendum ADDL.Additional ADJ.Adjacent / Adjust AHU Air Handling Unit ALT.Alternate ALUM.Aluminum ANOD.Anodized APPROX.Approximate ARCH Architect / Architectural AUTO.Automatic AVG.Average B.C.Back of Curb B/W Bottom of Wall BFE Basement Floor Elevation BIT Bituminous (Asphaltic) BLDG Building BM Benchmark BSMT.Basement C.F.Cubic Feet C.F.S.Cubic Feet Per Second C.G.Corner Guard C.J.Control Joint C.L.Centerline C.M.U.Concrete Masonry Unit C.O.Cleanout C.O.E.U.S. Army Corps Of Engineers C.Y.Cubic Yards CB Catch Basin CBMH Catch Basin Manhole CEM.Cement CIP Cast Iron Pipe CMP Corrugated Metal Pipe CONC.Concrete (Portland) CONN.Connection CONST.Construction CONT.Continuous CONTR.Contractor COP.Copper CU.Cubic D.S.Down Spout DEG.Degree DEMO.Demolition / Demolish DEPT.Department DET.Detail DIA.Diameter DIAG.Diagonal DIM.Dimension DIP Ductile Iron Pipe DN Down DWG.Drawing E.East E.J.Expansion Joint E.O.Emergency Overflow E.O.S.Emergency Overflow Swale E.W.Each Way EA.Each EL.Elevation ELEC.Electrical ELEV.Elevation EMER.Emergency ENGR.Engineer ENTR.Entrance EQ.Equal EQUIP.Equipment EQUIV.Equivalent EXIST.Existing EXP.Expansion F & I Furnish and Install F.B.O.Furnished by Others F.C.Face of Curb F.D.Floor Drain F.D.C.Fire Department Connection F.V.Field Verify FB Full Basement FBWO Full Basement Walk Out FBLO Full Basement Look Out FDN.Foundation FES Flared End Section FFE Finished Floor Elevation FLR.Floor FT. OR (')Foot FUT.Future G.B.Grade Break G.C.General Contractor GAL.Gallon GALV.Galvanized GFE Garage Floor Elevation GL.Glass GR.Grade H.Height H.P.High Point HDPEP High Density Polyethylene Pipe HGT.Height HORIZ.Horizontal HVAC Heating, Ventilation, Air Conditioning HYD Hydrant I.D.Inside Dimension OR Identification I.E. or IE Invert Elevation IN. OR (")Inches INFO.Information INL.Inlet Elevation INSUL.Insulation INV.Invert Elevation JT.Joint L.F.Linear Feet L.P.Low Point / Liquid Petroleum LB.Pound LGU Local Government Unit LB.Pound LB.Longitudinal LT.Light / Lighting MAINT.Maintenance MAS.Masonry MATL.Material MAX.Maximum MECH Mechanical MED.Medium MFR.Manufacturer MH Manhole MIN.Minimum / Minute MISC.Miscellaneous MNDOT Minnesota Department Of Transportation MOD.Module / Modular MUL.Mullion N.North N.I.C.Not In Contract NO. OR #Number NOM Nominal NTS Not to Scale NWE Normal Water Elevation NWL Normal Water Level O.F.On Center O.G.Outside Dimension O.H.Overhead Electric OH.Overhead OHWL Ordinary High Water Level OPNG.Opening ORIG.Original P.C.Point of Curvature P.I.Point of Intersection PIV Post Indicator Valve P.L. OR P/L Property Line P.O.B.Point of Beginning P.S.F.Pounds Per Square Foot P.S.I.Pounds Per Square Inch P.T.Point of Tangency P.V.C.Point of Vertical Curvature P.V.I.Point of Vertical Intersection P.V.T.Point of Vertical Tangency PE Polyethylene PED.Pedestal / Pedestrian PERF.Perforated PREP.Preparation PROJ.Project PROP.Proposed PVC Poly-Vinyl-Chloride (Piping) PVMT.Pavement QTR.Quarter QTY.Quantity R Radius RAD.Radius RE Rim Elevation (Casting) R.D.Roof Drain R.E.Remove Existing R.O.Rough Opening R.P.Radius Point RC Reinforced Concrete Pipe R.S.Rough Slab RSD Roof Storm Drain RE.Regarding REINF.Reinforced REQ'D Required REV.Revision / Revised RGU Regulatory Government Unit ROW OR R/W Right of Way S.South S.F.Square Feet SAN.Sanitary Sewer SECT.Section SE Split Entry /Side Exit SEWO Split Entry Walk Out /Side Exit Walk Out SHT.Sheet SIM.Similar SLNT.Sealant SPEC.Specification SQ.Square SSD Subsurface drain STMH Storm Sewer Manhole STD.Standard STRUCT.Structural SYM.Symmetrical T Thickness T/R Top of Rim T/W Top of Wall TEMP.Temporary THK.Thick / Thickness T.J.Tooled Joint TNH Top Nut Hydrant TYP.Typical U.N.O.Unless Noted Otherwise V.B.Vapor Barrier V.C.Vertical Curve V.I.F.Verify In Field VER.Verify VER.Vertical VEST.Vestibule W Width W.PT.Working Point W.W.F.Welded Wire Fabric W/With W/O Without WO Walk Out VER.Wetland WP Waterproof WETL.Weight YD.Yard YR.Year UNDERGROUND FIBER OPTICFO EROSION CONTROL BLANKET PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 PROJECT NO. FILE NAME LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. PROJECT CERTIFICATION 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN FINAL PLAT SUBMITTAL SEPTEMBER 30, 2022 SCD14001.CUD 2022LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 1 SITE LYMAN BLVDLYMAN BLVDPOWERS BLVDPIONEER TRAIL AUDUBON RDGREAT PLAINS BLVDHAZELTINE LAKE LAKE RILEY 101 101 101 14 14 212 212 212 CHANHASSEN, MN LAKE SUSAN 18 17 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 ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. STEVE SABRASKI, P.E. LICENSE NUMBER:DATE: 09/30/2022 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 LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. JOSHUA K. POPEHN, RLA LICENSE NUMBER:DATE: 09/30/2022 47165 44803 X X X X X X X X X X X X X X X X X X X X C001SCD001.DWG CIVIL & LANDSCAPE TITLE SHEET C0.1 LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 TEL 612-812-7020 CONTACT: MARK NORDLAND EMAIL: mnordland@nordlandpartners.com LANDFORM 105 SOUTH FIFTH AVENUE, SUITE 513 MINNEAPOLIS, MN 55401 TEL 612-252-9070 CONTACT: STEVE SABRASKI CIVIL ENGINEER LANDFORM 105 SOUTH FIFTH AVENUE, SUITE 513 MINNEAPOLIS, MN 55401 TEL 612-252-9070 CONTACT: LARRY HUHN SURVEYOR LANDFORM 105 SOUTH FIFTH AVENUE, SUITE 513 MINNEAPOLIS, MN 55401 TEL 612-252-9070 CONTACT: JOSH POPEHN LANDSCAPE ARCHITECT X X X X X X X X X X X X X X X X XX X X X X X X X X X X X X TEL: FAX: CITY PLANNER CITY OF CHANHASSEN 7700 MARKET BLVD. P.O. BOX 147 CHANHASSEN, MN 55317 KATE AANENSON kaanenson@ci.chanhassen.mn.us 952-227-1139 952-227-1110 TEL: FAX: BUILDING OFFICIAL CITY OF CHANHASSEN 7700 MARKET BLVD. P.O. BOX 147 CHANHASSEN, MN 55317 ERIC TESSMAN etessman@ci.chanhassen.mn.us 952-227-1180 952-227-1190 TEL: FAX: ELECTRIC XCEL ENERGY 404 NICOLLET MALL MINNEAPOLIS, MN 55401 612-330-5500 TEL: FAX: TELEPHONE CENTURYLINK 200 S 5TH ST. MINNEAPOLIS, MN 55402 866-642-0444TEL: FAX: GAS CENTERPOINT ENERGY 700 LINDEN AVE W. MINNEAPOLIS, MN 55403 NewConstructionServices@CenterPointEnergy.com 800-342-4166 TEL: FAX: CITY ENGINEER CITY OF CHANHASSEN 7700 MARKET BLVD. P.O. BOX 147 CHANHASSEN, MN 55317 CHARLES HOWLEY chowley@ci.chanhassen.mn.us 952-227-1160 952-227-1170 SITE / UTILITY CONTACTS TEL: FAX: CITY INSPECTOR KIMLEY-HORN 767 EUSTIS STREET, SUITE 100 ST. PAUL, MN 55114 BOB SCHMIDT bob.schmidt@kimley-horn.com 651-643-0413BLUFF C R E EK BLV D X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 03.22.22X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 520 30' BUILDING SETBACK20' PARKING SETBACK10' PARKING SETBACKWETLAND 3WETLAND 4BTM=884100-YRHWL=884.72WETLAND10BLUFF CREEK BLVD.AVIENDA P A R K W A Y BASIN 21PBASIN 28PBASIN 47PBASIN 41.3PBASIN 46P BASIN 31PBLUFF CREEK OVERLAYDISTRICT SECONDARYBOUNDARYBLUFF CREEK OVERLAYDISTRICT PRIMARYBOUNDARYOUTLOT CWEST-SOUTH POND 100-YR HWL = 909.23BLUFF CREEK BLVD.SUNSET TRAIL 30' BUILDING SETBACK914.78 924.33 928.10 929.27 930.63 931.61 932.85 934.56 936.62 938.61 940.58 932.64 934.53 936.70 931.16 932.04 933.79 930.18 931.96 933.33 929.10 929.97 931.71 927.79 928.82 929.71 925.44 926.95 928.16 915.52 917.89 920.10 913.18 913.64 913.28 941.16941.60 938.37 935.30 938.83 936.75 935.46 933.75 936.08 932.16 931.61 928.77 925.06 925.86 926.42928.64 928.3 2 917.22917.10916.80917.08917.08917.08916.96916.95916.50916.90916.40916.49918.01917.64917.56917.19921.94921.63921.62 921.15 919.98920.45919.3 7 918.46917.97918.0092 1 . 7 3 921.95922.13 921.70 922.20 923.27 923.35 923.02 922.55923.499 2 3 . 9 9923.52923.19923.69923.22919.83919.86919.89920.08919.85919.6015" RCPCOCOOEOEOEOEOEOEOEOEOEOECO CO CMP 24 IE=884.1 CMP 24 IE=894.2 CABXHH CABXOEOEOEOEOEOEOEOE15" RCP15" RCPSSMH RE=936.6 IE=925.3(E) SSMH RE=937.7 IE=925.9(W)>I15" RCP15" RCP15" RCP15" RCPLT LT MB21" RCP18" RCP18" RCP15" RCPBOULDERRET. WALWOOD FENCEWROUGHT IRON FENCEFOFOFOTW ELEV. 921.2BW ELEV. 918.07TW ELEV. 930.8BW ELEV. 927.1> I > >SSMHRE=915.2IE=884.115" RCP15" RCP15" RCP RIPRAPCBRE=913.9IE=909.8CBRE=913.9IE=909.0 (NW)IE=908.8 (NE)IE=906.0 (SE, SW)CBRE=909.0IE=901.3CBRE=935.9IE=931.4(S)IE=931.3(W)CBRE=936.0IE=931.8CBRE=925.0IE=919.4CBRE=924.8IE=920.715" RCP>>>>>>>>>>>>>>>>>>>>>>>>CB RE=931.3 IE=926.9(E) IE=926.8(NE) CB RE=934.1 IE=929.0(N) IE=930.6(E) IE=928.9(SW) CB RE=934.2 IE=929.5(N) IE=929.4(S) CB RE=933.7 IE=929.6(N) IE=930.2(E) IE=929.5(S) CB RE=931.4 IE=928.2(SW) IE=927.1(W) CB RE=930.3 IE=926.2(NE) IE=927.1(SE) IE=926.1(S) CB RE=893.2 IE=888.5(N/E) IE=888.4(W)CB RE=893.2 IE=889.0(N) IE=888.8(S) CB RE=892.7 IE=889.3(N) IE=889.2(S) CB RE=892.7 IE=889.4(E) IE=889.3(S) CB RE=893.3 IE=889.8 CB RE=909.5 IE=906.2(S) CB RE=909.5 IE=905.5(N/S) CB RE=910.3 IE=905.2(N) IE=905.0(S) CB RE=910.3 IE=904.9(N) IE=905.6(E) IE=904.2(W) CB RE=925.6 IE=920.8(N) IE=920.3(E/W) CB RE=925.5 IE=921.2(N) IE=921.1(S) CB RE=925.2 IE=921.3(N/S) CB RE=925.2 IE=921.9(S) CB RE=930.3 IE=925.3(N) IE=926.8(E) IE=925.2(SE) IE=925.1(W) CB RE=912.8 CB RE=912.4 RCP 15 IE=907.0 UEUEUEUEUEUEUEUEUEUEUEUEB-2B-1B-4B-5B-6B-8B-9B-11B-13B-14B-17B-18B-24B-25B-26B-27B-30B-31WETLAND 6WETLAND 3WETLAND 4WETLAND 10HIGHWAY EASEMENT PER BOOK150 OF DEEDS, PG. 313N42°43'42"W58.08N00°43'25"E9.76S00°43'25"W12.95S47°01'24"W49.7020' CITY WETLANDBUFFER30' CITY WETLANDBUFFER SETBACK(TYP)30' CITY WETLANDBUFFER SETBACK20' CITY WETLANDBUFFER20' CITY WETLANDBUFFER30' CITY WETLANDBUFFER SETBACK20' CITY WETLANDBUFFER30' CITY WETLANDBUFFER SETBACK(TYP)FOFOFOFOFOFOFO8" PVC@0.53 %>EX.8"PLUGIE.=876.67SSMH RE=889.5 IE=876.2 30' CITY WETLANDBUFFER SETBACK (TYP)15" RCPCOCOOEOEOEOEOEOEOEOEOEOECO CO CMP 24 IE=884.1 CMP 24 IE=894.2 CABXHH CABXOEOEOEOEOEOEOEOE15" RCP15" RCPSSMH RE=936.6 IE=925.3(E) SSMH RE=937.7 IE=925.9(W)>I15" RCP15" RCP15" RCP15" RCPLT LT MB21" RCP18" RCP18" RCP15" RCPBOULDERRET. WALWOOD FENCEWROUGHT IRON FENCEFOFOFOTW ELEV. 921.2BW ELEV. 918.07TW ELEV. 930.8BW ELEV. 927.1> I > >SSMHRE=915.2IE=884.115" RCP15" RCP15" RCP RIPRAPCBRE=913.9IE=909.8CBRE=913.9IE=909.0 (NW)IE=908.8 (NE)IE=906.0 (SE, SW)CBRE=909.0IE=901.3CBRE=935.9IE=931.4(S)IE=931.3(W)CBRE=936.0IE=931.8CBRE=925.0IE=919.4CBRE=924.8IE=920.715" RCP>>>>>>>>>>>>>>>>>>>>>>>>CB RE=931.3 IE=926.9(E) IE=926.8(NE) CB RE=934.1 IE=929.0(N) IE=930.6(E) IE=928.9(SW) CB RE=934.2 IE=929.5(N) IE=929.4(S) CB RE=933.7 IE=929.6(N) IE=930.2(E) IE=929.5(S) CB RE=931.4 IE=928.2(SW) IE=927.1(W) CB RE=930.3 IE=926.2(NE) IE=927.1(SE) IE=926.1(S) CB RE=893.2 IE=888.5(N/E) IE=888.4(W)CB RE=893.2 IE=889.0(N) IE=888.8(S) CB RE=892.7 IE=889.3(N) IE=889.2(S) CB RE=892.7 IE=889.4(E) IE=889.3(S) CB RE=893.3 IE=889.8 CB RE=909.5 IE=906.2(S) CB RE=909.5 IE=905.5(N/S) CB RE=910.3 IE=905.2(N) IE=905.0(S) CB RE=910.3 IE=904.9(N) IE=905.6(E) IE=904.2(W) CB RE=925.6 IE=920.8(N) IE=920.3(E/W) CB RE=925.5 IE=921.2(N) IE=921.1(S) CB RE=925.2 IE=921.3(N/S) CB RE=925.2 IE=921.9(S) CB RE=930.3 IE=925.3(N) IE=926.8(E) IE=925.2(SE) IE=925.1(W) CB RE=912.8 CB RE=912.4 RCP 15 IE=907.0 UEUEUEUEUEUEUEUEUEUEUEUEB-2B-1B-4B-5B-6B-8B-9B-11B-13B-14B-17B-18B-24B-25B-26B-27B-30B-31WETLAND 6WETLAND 3WETLAND 4WETLAND 10HIGHWAY EASEMENT PER BOOK150 OF DEEDS, PG. 313N42°43'42"W58.08N00°43'25"E9.76S00°43'25"W12.95S47°01'24"W49.7020' CITY WETLANDBUFFER30' CITY WETLANDBUFFER SETBACK(TYP)30' CITY WETLANDBUFFER SETBACK20' CITY WETLANDBUFFER20' CITY WETLANDBUFFER30' CITY WETLANDBUFFER SETBACK20' CITY WETLANDBUFFER30' CITY WETLANDBUFFER SETBACK(TYP)FOFOFOFOFOFOFO8" PVC@0.53 %>EX.8"PLUGIE.=876.67SSMH RE=889.5 IE=876.2 30' CITY WETLANDBUFFER SETBACK (TYP)SAN>SAN>SAN> SAN >SAN >SAN >SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS> >STS>>STS>>STS>>STS>>STS>>STS>>STS>>SAN>333 3 333 33 3 333 3 333 333 3333 3 333 3 333 3 33 44 4 4 PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 PROJECT NO. FILE NAME LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. PROJECT CERTIFICATION 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN FINAL PLAT SUBMITTAL SEPTEMBER 30, 2022 SCD14001.CUD 2022LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan 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. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No.Date: 09/30/2022 1 C101SCD001.DWG EXISTING CONDITIONS C1.1 NORTH 0 100 200 Background information shown is from survey by Landform, Minneapolis, MN, on May, 05, 2016 and proposed design plans from the overall Avienda Development, expressly for this project; City of Chanhassen, Minnesota record drawings; and utility service providers. Landform offers no warranty, expressed or written, for information provided by others. Existing project conditions shall be verified prior to beginning construction. Errors, inconsistencies, or omissions discovered shall be reported to the Engineer IMMEDIATELY. Geotechnical boring locations are approximate and are based on information provided in the Geotechnical Report prepared by Braun Intertec, Minneapolis, MN, on April 12, 2017. To-be constructed utilities as part of the Avienda Overall Development Plan Set. Overhead electric lines and poles to be removed. Coordinate with electrical company. 1. 2. 3. 4. EXISTING CONDITIONS 521 MILLS DRIVEMILLS LANE NW AVIENDA LANE S.DROP 1 FT. DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT. DROP 1 FT. DROP 1 FT. DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.GF=926.5926.8 (FFE)SOG926.3GF=928.8929.1 (FFE)SOG928.6GF=930.8931.1 (FFE)SOG930.6GF=927.1919.8FBWO919.3GF=926.6919.3FBWO918.8GF=924.5917.2FBWO916.7GF=922.9915.6FBWO915.1GF=921.8914.5FBWO914.0GF=915.4907.4FBWO906.9GF=916.5908.5FBWO908.0GF=917.5909.5FBWO909.0GF=918.4910.4FBWO909.9GF=919.8911.8FBWO911.3GF=921.5913.5FBWO913.0GF=922.5914.5FBWO914.0GF=923.5915.5FBLO918.5GF=930.6 923.3 FBWO 922.8 GF=932.9 925.6 FBWO 925.1 GF=934.3 927.0 FBWO 926.5 GF=935.7 930.2 FBWO 929.7 GF=935.1 927.8 FBWO 927.3 GF=936.1 928.8 FBWO 928.3 GF=936.2 928.9 FBWO 928.4 GF=936.2 928.9 FBWO 928.4 GF=935.3 928.0 FBWO 927.5 GF=934.5 927.2 FBWO 926.7 GF=931.8 931.2(FFE) SOG 931.6 GF=933.6 926.3 FBWO 925.8 GF=932.5 932.8(FFE) SOG 932.3 GF=933.7 934.0(FFE) SOG 933.5 GF=934.5 934.8(FFE) SOG 934.3 GF=936.3 936.6(FFE) SOG 936.1 GF=936.4 936.7(FFE) SOG 936.2 GF=936.1 936.4(FFE) SOG 935.9 GF=935.5 936.8(FFE) SOG 935.3 GF=934.8 935.1(FFE) SOG 934.6 GF=933.9 934.2(FFE) SOG 933.7 GF=932.2 924.9 FBLO 924.4 GF=929.6 922.3 FBWO 921.8 263.03 S01°56'14"W 346.68N88°54'43"W580.68S52°50'29"EBASIN 31P HWL = 925.53 BOT = 924.00123456789101132154321123456712345 12345678BLOCK 3BLOCK 4BLOCK 5BLOCK 1BLOCK 2BLOCK 6BASIN 21P HWL = 895.81 BTM = 891.70 BASIN 47P HWL = 916.73 BTM = 908.00 BASIN 46PHWL = 890.45BTM = 887.17HWL = 921.95 BOULDERRET. WALXXTW ELEV. 921.2BW ELEV. 918.07TW ELEV. 930.8BW ELEV. 927.1WETLAND 3SEE SHEET C2.1A SEE SHEET C2.1B 20' PARKING SETBACKBLUFF CREEK BLVD.AVIENDA P A R K W A Y BLUFF CREEK OVERLAYDISTRICT SECONDARYBOUNDARYBLUFF CREEK OVERLAYDISTRICT PRIMARYBOUNDARYBLUFF CREEK BLVD.30' BUILDING SETBACKL=3 1 6 . 4 5 R = 2 4 0.0 0 Δ = 75°32'48"N89°38'06"W 125.74Δ=3°38'07"R=978.00L=62.05S86°43'46"W 93.35N01°05'17"E 1540.84 L = 3 3 1. 5 1 R =5 3 6.0 0 Δ = 3 5 °2 6'11" Δ=87°0 0' 2 9 " R=5 4.0 0 L=8 2. 0 0 S10°28'50" E 46.34 L =4 3 8 .7 2 R =18 15 .0 0 Δ =13 °5 0 '5 8 " L=277.76 R=1390.00 Δ=11°26'58" Δ = 3 ° 2 3'4 6 " R = 1 1 4 8.0 0 L = 6 8.0 4Δ=24°58'59"R=370.50L=161.55Δ=3°52'52"R=456.00L=30.89Δ=51°53'57"R=94.00L=85.15Δ=72°39'22"R=85.00L=107.79Δ=49°26'03"R=52.00L=44.86S81°22'40"E 160.66L=340.37R=2355.00Δ=8°16'52"N39°22'33" W N60°56'44"W83.49N67°22'49"W105.43N72°45'31"W123.12N77°16'33"W128.86N84°03'11"W 195.69N90°00'00"W 208.59PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 PROJECT NO. FILE NAME LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. PROJECT CERTIFICATION 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN FINAL PLAT SUBMITTAL SEPTEMBER 30, 2022 SCD14001.CUD 2022LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan 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. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No.Date: 09/30/2022 1 C201SCD001.DWG SITE PLAN OVERALL C2.1 NORTH 0 60 120 THE PROPERTY IS ZONED PUD - REGIONAL LIFESTYLE BUILDING SETBACK INFORMATION IS AS FOLLOWS: FRONT YARD = 5 FT. REAR = 5 FT. RESIDENTIAL = 30 FT. PUD EXTERIOR = 30 FT. BLUFF CREEK = 40 FT. PARKING SETBACK INFORMATION IS AS FOLLOWS: FRONT YARD = 10 FT. REAR = 10 FT. SIDE = 10 FT. RESIDENTIAL = 20 FT. (7.74 Ac) IMPERVIOUS PERVIOUS TOTAL 337,142 124,958 212,184 S.F. S.F. S.F. (7.74 Ac) IMPERVIOUS PROPOSED (WEST LOT): TOTAL PERVIOUS EXISTING (WEST LOT): 337,142 0 337,142 S.F. S.F. S.F. 100.0% 37.1% 62.9% 100.0% 0.0% 100.0% OBTAIN ALL NECESSARY PERMITS FOR CONSTRUCTION WITHIN, OR USE OF, PUBLIC RIGHT-OF-WAY. THE DIGITAL FILE, WHICH CAN BE OBTAINED FROM THE ENGINEER, SHALL BE USED FOR STAKING. DISCREPANCIES BETWEEN THE DRAWINGS AND THE DIGITAL FILE SHALL BE REPORTED TO THE ENGINEER. DIMENSIONS SHOWN ARE TO FACE OF CURB AND EXTERIOR FACE OF BUILDING UNLESS NOTED OTHERWISE. 2. 3. 4. GREEN SPACE (LANDSCAPE AREA) GENERAL NOTES AREA SUMMARY ZONING AND SETBACK SUMMARY SITE PLAN NOTES FOR CONSTRUCTION STAKING AND SURVEYING SERVICES CONTACT LANDFORM PROFESSIONAL SERVICES AT 612.252.9070. 1. LEGEND (2.74 Ac) IMPERVIOUS PERVIOUS TOTAL 119,239 45,382 73,857 S.F. S.F. S.F. (2.74 Ac) IMPERVIOUS PROPOSED (SOUTH LOT): TOTAL PERVIOUS EXISTING (SOUTH LOT): 119,239 0 119,239 S.F. S.F. S.F. 100.0% 38.1% 61.9% 100.0% 0.0% 100.0% 522 MILLS DRIVEMILLS LANE NW DROP 1 FT. DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT. DROP 1 FT. DROP 1 FT. DROP 1 FT.DROP 1 FT.GF=926.5926.8 (FFE)SOG926.3GF=928.8929.1 (FFE)SOG928.6GF=930.8931.1 (FFE)SOG930.6GF=927.1919.8FBWO919.3GF=926.6919.3FBWO918.8GF=924.5917.2FBWO916.7GF=922.9915.6FBWO915.1GF=921.8914.5FBWO914.0GF=930.6 923.3 FBWO 922.8 GF=932.9 925.6 FBWO 925.1 GF=934.3 927.0 FBWO 926.5 GF=935.7 930.2 FBWO 929.7 GF=935.1 927.8 FBWO 927.3 GF=936.1 928.8 FBWO 928.3 GF=936.2 928.9 FBWO 928.4 GF=936.2 928.9 FBWO 928.4 GF=935.3 928.0 FBWO 927.5 GF=934.5 927.2 FBWO 926.7 GF=931.8 931.2(FFE) SOG 931.6 GF=933.6 926.3 FBWO 925.8 GF=932.5 932.8(FFE) SOG 932.3 GF=933.7 934.0(FFE) SOG 933.5 GF=934.5 934.8(FFE) SOG 934.3 GF=936.3 936.6(FFE) SOG 936.1 GF=936.4 936.7(FFE) SOG 936.2 GF=936.1 936.4(FFE) SOG 935.9 GF=935.5 936.8(FFE) SOG 935.3 GF=934.8 935.1(FFE) SOG 934.6 GF=933.9 934.2(FFE) SOG 933.7 GF=932.2 924.9 FBLO 924.4 GF=929.6 922.3 FBWO 921.8 346.68N88°54'43"W580.68S52°50'29"EBASIN 31P HWL = 925.53 BOT = 924.00123456789101132154321123456712345BLOCK 3BLOCK 4BLOCK 5BLOCK 1BLOCK 2BASIN 21P HWL = 895.81 BTM = 891.70 BOULDERRET. WALXXTW ELEV. 921.2BW ELEV. 918.07TW ELEV. 930.8BW ELEV. 927.1>>>>20.5'20.5'20.5'20.5'20.5'20.5'20.5'17.8'20.5'20.5'20.5'20.5'20.5'20.5'20.5'20.5'20.5'20.5'20.5' 20.5' 20.5'20.5'20.5'20.5'20.5'20.5'20.5' 20.5'20.5'20.5'20.5' DRAINAGE AND UTILITY EASEMENT DRAINAGE AND UTILITY EASEMENT DRAINAGE AND UTILITY EASEMENT DRAINAGE AND UTILITY EASEMENT AVIENDA P A R K W A Y L = 3 1 6 . 4 5 R = 2 4 0.0 0 Δ = 7 5°3 2'48" N01°05'17"E 1540.84 S10°28'50" E 46.34 L =4 3 8 .7 2 R =18 15 .0 0 Δ =13 °5 0 '5 8 " L=277.76 R=1390.00 Δ=11°26'58" 20' PARKING SETBACK 30' BUILDING SETBACK 28'B-B31'B-B60 60 "STOP" SIGN MNMUTCD R1-1 "STOP" SIGN MNMUTCD R1-1 "STOP" SIGN MNMUTCD R1-1 PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 PROJECT NO. FILE NAME LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. PROJECT CERTIFICATION 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN FINAL PLAT SUBMITTAL SEPTEMBER 30, 2022 SCD14001.CUD 2022LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan 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. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No.Date: 09/30/2022 1 C201SCD001A.DWG SITE PLAN NORTH C2.1A NORTH 0 40 80 THE PROPERTY IS ZONED PUD - REGIONAL LIFESTYLE BUILDING SETBACK INFORMATION IS AS FOLLOWS: FRONT YARD = 5 FT. REAR = 5 FT. RESIDENTIAL = 30 FT. PUD EXTERIOR = 30 FT. BLUFF CREEK = 40 FT. PARKING SETBACK INFORMATION IS AS FOLLOWS: FRONT YARD = 10 FT. REAR = 10 FT. SIDE = 10 FT. RESIDENTIAL = 20 FT. (7.74 Ac) IMPERVIOUS PERVIOUS TOTAL 337,142 124,958 212,184 S.F. S.F. S.F. (7.74 Ac) IMPERVIOUS PROPOSED (WEST LOT): TOTAL PERVIOUS EXISTING (WEST LOT): 337,142 0 337,142 S.F. S.F. S.F. 100.0% 37.1% 62.9% 100.0% 0.0% 100.0% OBTAIN ALL NECESSARY PERMITS FOR CONSTRUCTION WITHIN, OR USE OF, PUBLIC RIGHT-OF-WAY. THE DIGITAL FILE, WHICH CAN BE OBTAINED FROM THE ENGINEER, SHALL BE USED FOR STAKING. DISCREPANCIES BETWEEN THE DRAWINGS AND THE DIGITAL FILE SHALL BE REPORTED TO THE ENGINEER. DIMENSIONS SHOWN ARE TO FACE OF CURB AND EXTERIOR FACE OF BUILDING UNLESS NOTED OTHERWISE. 2. 3. 4. GREEN SPACE (LANDSCAPE AREA) GENERAL NOTES AREA SUMMARY ZONING AND SETBACK SUMMARY SITE PLAN NOTES FOR CONSTRUCTION STAKING AND SURVEYING SERVICES CONTACT LANDFORM PROFESSIONAL SERVICES AT 612.252.9070. 1. LEGEND (2.74 Ac) IMPERVIOUS PERVIOUS TOTAL 119,239 45,382 73,857 S.F. S.F. S.F. (2.74 Ac) IMPERVIOUS PROPOSED (SOUTH LOT): TOTAL PERVIOUS EXISTING (SOUTH LOT): 119,239 0 119,239 S.F. S.F. S.F. 100.0% 38.1% 61.9% 100.0% 0.0% 100.0% 523 AVIENDA LANE S.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.GF=91 5 . 4 907.4 FBWO 906.9 GF=916.5 908.5 FBWO 908.0 GF=917.5 909.5 FBWO 909.0 GF=918.4 910.4 FBWO 909.9 GF=919.8 911.8 FBWO 911.3 GF=921.5 913.5 FBWO 913.0 GF=922.5 914.5 FBWO 914.0 GF=923. 5 915.5 FBLO 918.5 263.03S01°56'14"W1 2 3 4 5 6 7 8 BLOCK 6 BASIN 46P HWL = 890.45 BTM = 887.17 BLUFF CREEK BLV D . BLUFF CREEK OVERLAY DISTRICT SECONDARY BOUNDARY BLUFF CREEK OVERLAY DISTRICT PRIMARY BOUNDARYBLUFF CREEK BLVD.6'11"Δ =87°0R =54.0L=82.003'46"1148.00L=68.04Δ =2 4 °5 8 '5 9 "R =3 7 0 .5 0 L =1 6 1 .5 5 Δ =3 °5 2 '5 2 " R =4 5 6 .0 0 L =3 0 .8 9 Δ =51°53'57"R=94.00L=85.15 Δ=72°3 9 '2 2 " R=8 5 .0 0 L=10 7 .7 9 Δ =4 9 °2 6'03"R =5 2.00 L =4 4.86 S81°22'40" E 1 6 0 . 6 6 L=3 40.37 R=2355.00 Δ =8°16'5 2"85.52N3 9 ° 2 2 ' 3 3 "W 8 9 . 2 1 N6 0 ° 5 6 ' 4 4 " W 83. 4 9 N6 7 ° 2 2 ' 4 9 " W 105 . 4 3 N72° 4 5 ' 3 1 " W 123. 1 2 N77°16 ' 3 3 " W 128.86 N84°03'11"W 1 9 5 . 6 9 N90°00'00"W 208.59 WET L A N D 4 12' 12'12'12' 12' 12' 12' 12'28'B-B"STOP" SIGN MNMUTCD R1-1 "STOP" SIGN MNMUTCD R1-1 PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 PROJECT NO. FILE NAME LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. PROJECT CERTIFICATION 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN FINAL PLAT SUBMITTAL SEPTEMBER 30, 2022 SCD14001.CUD 2022LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan 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. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No.Date: 09/30/2022 1 C201SCD001B.DWG SITE PLAN SOUTH C2.1B NORTH 0 40 80 THE PROPERTY IS ZONED PUD - REGIONAL LIFESTYLE BUILDING SETBACK INFORMATION IS AS FOLLOWS: FRONT YARD = 5 FT. REAR = 5 FT. RESIDENTIAL = 30 FT. PUD EXTERIOR = 30 FT. BLUFF CREEK = 40 FT. PARKING SETBACK INFORMATION IS AS FOLLOWS: FRONT YARD = 10 FT. REAR = 10 FT. SIDE = 10 FT. RESIDENTIAL = 20 FT. (7.74 Ac) IMPERVIOUS PERVIOUS TOTAL 337,142 124,958 212,184 S.F. S.F. S.F. (7.74 Ac) IMPERVIOUS PROPOSED (WEST LOT): TOTAL PERVIOUS EXISTING (WEST LOT): 337,142 0 337,142 S.F. S.F. S.F. 100.0% 37.1% 62.9% 100.0% 0.0% 100.0% OBTAIN ALL NECESSARY PERMITS FOR CONSTRUCTION WITHIN, OR USE OF, PUBLIC RIGHT-OF-WAY. THE DIGITAL FILE, WHICH CAN BE OBTAINED FROM THE ENGINEER, SHALL BE USED FOR STAKING. DISCREPANCIES BETWEEN THE DRAWINGS AND THE DIGITAL FILE SHALL BE REPORTED TO THE ENGINEER. DIMENSIONS SHOWN ARE TO FACE OF CURB AND EXTERIOR FACE OF BUILDING UNLESS NOTED OTHERWISE. 2. 3. 4. GREEN SPACE (LANDSCAPE AREA) GENERAL NOTES AREA SUMMARY ZONING AND SETBACK SUMMARY SITE PLAN NOTES FOR CONSTRUCTION STAKING AND SURVEYING SERVICES CONTACT LANDFORM PROFESSIONAL SERVICES AT 612.252.9070. 1. LEGEND (2.74 Ac) IMPERVIOUS PERVIOUS TOTAL 119,239 45,382 73,857 S.F. S.F. S.F. (2.74 Ac) IMPERVIOUS PROPOSED (SOUTH LOT): TOTAL PERVIOUS EXISTING (SOUTH LOT): 119,239 0 119,239 S.F. S.F. S.F. 100.0% 38.1% 61.9% 100.0% 0.0% 100.0% 524 PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 PROJECT NO. FILE NAME LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. PROJECT CERTIFICATION 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN FINAL PLAT SUBMITTAL SEPTEMBER 30, 2022 SCD14001.CUD 2022LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan 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. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No.Date: 09/30/2022 1 C202SCD001.DWG TYPICAL STREET SECTIONS C2.2 NO SCALE MILLS DRIVE TYPICAL SECTION ℄ PRIVATE DRIVE 14' TO BACK 14' TO BACK 2 %2 % SURMOUNTABLE CONCRETE CURB DRAIN TILE4" PVC SDR 35 DRAIN TILE PER PLATE 5232 1.5 : 1 2" MNDOT 2360 SPWEA340C TACK COAT - 2357 2" MNDOT 2360 SPNWB330C 12" CLASS 5 AGGREGATE BASE 24" MNDOT 3149.2B SELECT GRANULAR BORROW NO SCALE MILLS LANE & AVIENDA LANE TYPICAL SECTION21 NO SCALE MILLS DRIVE TYPICAL SECTION3 1' 525 BLUFF CREEK BLVD.AVIENDA P A R K W A Y BLUFF CREEK OVERLAYDISTRICT SECONDARYBOUNDARYBLUFF CREEK OVERLAYDISTRICT PRIMARYBOUNDARYBLUFF CREEK BLVD.SUNSET TRAIL STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS> >STS>>STS>>STS>>STSSTS>>STS>>STS>>STS>>STS>>STS>>0+00 1+001+6 4 . 7 10+001+002+003+0 0 4+0 0 5+00 6+00 7+00 8+00 8+34.27 0+00 1+00 2+00 2+40.84 0+001+001+32.230+00 1+002+003+003+63.010+001+001+51.520+00 1+00 2+00 3+00 3+80.96 0+001+ 0 0 1+ 1 1 . 1 0 0+001+001+05.23STS>>STS>>0+0 0 0+3 5 . 0 3 2+003+004+00 5+00 6+007+007+37.870+001+002+003+00 4+00 5+00 6+00 6+95. 1 6 0+00 1+002+003+004+005+006+007+007+80.79 >>>>>>>>>>>>>>>>>MILLS DRIVEMILLS LANE NW AVIENDA LANE S.DROP 1 FT. DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT. DROP 1 FT. DROP 1 FT. DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.GF=926.5926.8 (FFE)SOG926.3GF=928.8929.1 (FFE)SOG928.6GF=930.8931.1 (FFE)SOG930.6GF=927.1919.8FBWO919.3GF=926.6919.3FBWO918.8GF=924.5917.2FBWO916.7GF=922.9915.6FBWO915.1GF=921.8914.5FBWO914.0GF=915.4907.4FBWO906.9GF=916.5908.5FBWO908.0GF=917.5909.5FBWO909.0GF=918.4910.4FBWO909.9GF=919.8911.8FBWO911.3GF=921.5913.5FBWO913.0GF=922.5914.5FBWO914.0GF=923.5915.5FBLO918.5GF=930.6 923.3 FBWO 922.8 GF=932.9 925.6 FBWO 925.1 GF=934.3 927.0 FBWO 926.5 GF=935.7 930.2 FBWO 929.7 GF=935.1 927.8 FBWO 927.3 GF=936.1 928.8 FBWO 928.3 GF=936.2 928.9 FBWO 928.4 GF=936.2 928.9 FBWO 928.4 GF=935.3 928.0 FBWO 927.5 GF=934.5 927.2 FBWO 926.7 GF=931.8 931.2(FFE) SOG 931.6 GF=933.6 926.3 FBWO 925.8 GF=932.5 932.8(FFE) SOG 932.3 GF=933.7 934.0(FFE) SOG 933.5 GF=934.5 934.8(FFE) SOG 934.3 GF=936.3 936.6(FFE) SOG 936.1 GF=936.4 936.7(FFE) SOG 936.2 GF=936.1 936.4(FFE) SOG 935.9 GF=935.5 936.8(FFE) SOG 935.3 GF=934.8 935.1(FFE) SOG 934.6 GF=933.9 934.2(FFE) SOG 933.7 GF=932.2 924.9 FBLO 924.4 GF=929.6 922.3 FBWO 921.8 BASIN 31P HWL = 925.53 BOT = 924.00123456789101132154321123456712345 12345678BLOCK 3BLOCK 4BLOCK 5BLOCK 1BLOCK 2BLOCK 6BASIN 28P HWL = 914.26 BTM = 912.53 BASIN 21P HWL = 895.81 BTM = 891.70 BASIN 47P HWL = 916.73 BTM = 908.00 BASIN 46PHWL = 890.45BTM = 887.17BASIN 41.3PHWL = 878.62BTM = 875.63HWL = 921.95 OEOEOEOEOEOEOEOEOEOECABXCABXOEOEOEOEOEOEOEOELT LT MBG M EM2.4" DIA. CAPXXXXXXXXXFOFOFO>>>>>>>>>>>>>>>>>>UEUEUEUEUEUEUEUEUEUEUEB-2B-1B-4B-5B-6B-8B-9B-11B-13B-14B-17B-18B-24B-25B-26B-27B-30B-31WETLAND 6WETLAND 3WETLAND 4WETLAND 10HIGHWAY EASEMENT PER BOOK150 OF DEEDS, PG. 313N42°43'42"W58.08N00°43'25"E9.76S00°43'25"W12.95S47°01'24"W49.7020' CITY WETLANDBUFFER30' CITY WETLANDBUFFER SETBACK(TYP)30' CITY WETLANDBUFFER SETBACK20' CITY WETLANDBUFFER20' CITY WETLANDBUFFER30' CITY WETLANDBUFFER SETBACK20' CITY WETLANDBUFFER30' CITY WETLANDBUFFER SETBACK(TYP)FOFOFOFOFOFOFO>30' CITY WETLANDBUFFER SETBACK (TYP)REFER TO SHEET C3.1A REFER TO SHEET C3.1A PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 PROJECT NO. FILE NAME LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. PROJECT CERTIFICATION 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN FINAL PLAT SUBMITTAL SEPTEMBER 30, 2022 SCD14001.CUD 2022LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan 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. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No.Date: 09/30/2022 1 C301SCD001.DWG GRADING, DRAINAGE, & EROSION CONTROL - OVERALL C3.1 NORTH 0 100 200 T/W XXX.XX :Top of Wall B/W XXX.XX :Bottom of Wall Contact utility service providers for field location of services 72 hours prior to beginning grading. Refer to the Geotechnical Report prepared by Braun Intertec, Dated 04/12/2017, for additional information on backfill material and groundwater conditions. Remove topsoil from grading areas and stockpile sufficient quantity for reuse. Maintain stockpiles with maximum 1v:2h slopes. Remove surface and ground water from excavations. Provide initial lifts of stable foundation material if exposed soils are wet and unstable. Refer to Structural Specifications for earthwork requirements for building pads. An Independent Testing Firm shall verify the removal of organic and unsuitable soils, soil correction, and compaction and provide periodic reports to the Owner. Place and compact fill using lift thicknesses matched to soil type and compaction equipment to obtain specified compaction throughout the lift. Compact cohesive soils in paved areas to 95% of maximum dry density, Standard Proctor (ASTM D698) except the top 3 feet which shall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. The soils shall be within 3% of optimum moisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of Modified Proctor Density (ASTM D1557). Reserved. 13. 14. 15. 16. 17. 18. 19. 20. 21. Install perimeter sediment controls prior to beginning work and maintain for duration of construction. Remove controls after areas contributing runoff are permanently stabilized and dispose of off site. Install inlet protection: Wimco RD or CG models as appropriate, or approved equal. Maintain protection until project is stabilized. Limit soil disturbance to the grading limits shown. Schedule operations to minimize length of exposure of disturbed areas. Management practices shown are the minimum requirement. Install and maintain additional controls as work proceeds to prevent erosion and control sediment carried by wind or water. Refer to SWPPP Notes on Sheet C3.2 for additional requirements. Excavate ponds early in the construction sequence. Remove sediment from ponds periodically and after areas contributing runoff are permanently stabilized. Contractor shall prevent sediment laden water from entering the filtration / infiltration system until the site is completely stabilized. All exposed soils areas shall be stabilized immediately to limit soil erosion in that portion of the site where construction has temporarily or permanently ceased. Seed, Sod, Mulch, Erosion Control Blanket, and Fertilizer shall meet the following Specifications, as modified. Item Specification Number Sod MNDOT 3878 Seed MNDOT 3876 MN Type 21-111 @ 100 lb./ac. - Temporary Erosion Control - Temporary Erosion Control, May 1 - Jul 31 MN Type 21-112 @ 100 lb./ac. - Temporary Erosion Control - Temporary Erosion Control, Aug 1 - Oct 31 MN Type 25-151 @ 120 lb./ac. - Permanent Turf Mulch MNDOT 3882 (MNDOT Type 1 @ 2 ton/ac., Disc Anchored) Erosion Control Blanket MNDOT 3885 (MNDOT Type 3N) Fertilizer MNDOT 3881 General Placement MNDOT 2575 See Landscape Sheets L2.1 - L2.4 for permanent turf and landscape establishment. Avoid daily tracking on public streets. Scrape and sweep streets weekly. 2. 4. 5. 6. 7. 8. 9. 10. 11. 12. GRADING NOTESGENERAL NOTES LEGEND :Inlet Protection (See C7.1/1)nnn:Silt Fence :Construction Limits :Vehicle Tracking Pad ESTIMATED QUANTITYSYMBOLDESCRIPTION EROSION PREVENTION AND SEDIMENT CONTROL NOTES For construction staking and surveying services contact Landform at 612.252.9070.1. :Erosion Control Blanket 3 ESTIMATED QUANTITYSYMBOLDESCRIPTION 38 ea. 4,902 lf. 4 ea. All temporary erosion and sediment control bmps must be removed upon final stabilization. All disturbed areas must be stabilized within 7 calendar days after land-disturbing work has temporarily or permanently ceased on a property that drains to an impaired water. Soil surfaces compacted during construction and remaining pervious upon completion of construction must be decompacted to achieve: a) a soil compaction testing pressure of less than 1,400 kilopascals or 200 pounds per square inch in the upper 12 inches of soil or b) a bulk density of less than 1.4 grams per cubic centimeter or 87 pounds per cubic foot in the upper 12 inches of soil In addition, utilities, tree roots and other existing vegetation must be protected until final revegetation or other stabilization of the site. refer to sheet C3.1 for decompaction areas. The permittee must inspect all erosion prevention and sediment control facilities and soil stabilization measures to ensure integrity and effectiveness. the permittee must repair, replace, or supplement all nonfunctional BMPs with functional BMPs within 48 hours of discovery and prior to the next precipitation event unless adverse conditions preclude access to the relevant area of the site, in which case the repair must be completed as soon as conditions allow. when active land-disturbing activities are not underway, the permittee must perform these responsibilities at least weekly until vegetative cover is established. the permittee will maintain a log of activities under this section for inspection by the district on request. Activities must be conducted so as to minimize the potential transfer of aquatic invasive species (e.g., zebra mussels, eurasian watermilfoil, etc.) to the maximum extent possible. Contractor to stake off and mark proposed infiltration facilities to prevent soil compaction by heavy equipment, stockpiling of materials, and traffic. if infiltration facilities are in place during construction activities, best practices must be deployed to prevent sediment and other material from entering the practice(s). infiltration facilities must not be excavated to within 3 feet of final grade until the contributing drainage area has been constructed and fully stabilized. any accumulated sediment in an infiltration facility must be removed in manner that prevents compaction of the facility bottom. to provide a well-aerated, highly porous surface, the soils below an infiltration practice must be loosened to a minimum depth of 18 inches prior to installation or planting. 27. 28. 29. 30. 31. RPBCWD STANDARD EROSION CONTROL NOTES 32 71,845 S.F. Spot elevations at curblines indicate flowlines unless otherwise noted. Refer to sheets C5.1A - C5.3C for rim elevations of catch basins. Grades between proposed spot elevations shall be continuous and non variable. Spot elevations shall govern over contour lines. Meet and match existing curb. Provide 10 foot transition. 33. 34. 35. PAVING NOTES Natural topography and soil conditions must be protected, including retention onsite of native topsoil to the greatest extent possible. Additional measures, such as hydraulic mulching and other practices as specified by the district must be used on slopes of 3:1 (h:v) or steeper to provide adequate stabilization. Final site stabilization measures must specify that at least six inches of topsoil or organic matter be spread and incorporated into the underlying soil during final site treatment wherever topsoil has been removed. Construction site waste such as discarded building materials, concrete truck washout, chemicals, litter and sanitary waste must be properly managed. All temporary erosion and sediment control bmps must be maintained until completion of construction and vegetation is established sufficiently to ensure stability of the site, as determined by the district. 22. 23. 24. 25. 26. RPBCWD STANDARD EROSION CONTROL NOTES Paving Sections: a. Bituminous Paving (Mills Drive) Refer to Sheet C2.2 for Typical Cross Section. b. Bituminous Paving (Private Drives) Refer to Sheet C2.2 for Typical Cross Section. c. Concrete Walkways Refer to Detail C7.2/4 d. Concrete Drives, Aprons, and Exterior Slabs Refer to Detail C7.2/3 Transition from B618 Curb and Gutter to Ribbon Curb. Transition from Surmountable Curb and Gutter to Ribbon Curb. 36. 37. 38. PAVING NOTES :DECOMPACTION AREAS 526 AVIENDA P A R K W A Y BLUFF CREEK BLVD.MILLS DRIVEMILLS LANE NW AVIENDA LANE S.DROP 1 FT. DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT. DROP 1 FT. DROP 1 FT. DROP 1 FT.DROP 1 FT.%6.9%4.2%4.5%3.5%3.0 %4.8 %6.0 %5.1 %5.3%5.1%5.0%4.2%4.8%4.7%4.3%5.1%5.1%5.2%5.1%5.3%5.8%6.3%7.7%7.2%8.5%8.0%3.0 %6.6 %6.7 %6.0 %5.3 DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.GF=926.5926.8 (FFE)SOG926.3GF=928.8929.1 (FFE)SOG928.6GF=930.8931.1 (FFE)SOG930.6GF=927.1919.8FBWO919.3GF=926.6919.3FBWO918.8GF=924.5917.2FBWO916.7GF=922.9915.6FBWO915.1GF=921.8914.5FBWO914.0GF=930.6 923.3 FBWO 922.8 GF=932.9 925.6 FBWO 925.1 GF=934.3 927.0 FBWO 926.5 GF=935.7 930.2 FBWO 929.7 GF=935.1 927.8 FBWO 927.3 GF=936.1 928.8 FBWO 928.3 GF=936.2 928.9 FBWO 928.4 GF=936.2 928.9 FBWO 928.4 GF=935.3 928.0 FBWO 927.5 GF=934.5 927.2 FBWO 926.7 GF=931.8 931.2(FFE) SOG 931.6 GF=933.6 926.3 FBWO 925.8 GF=932.5 932.8(FFE) SOG 932.3 GF=933.7 934.0(FFE) SOG 933.5 GF=934.5 934.8(FFE) SOG 934.3 GF=936.3 936.6(FFE) SOG 936.1 GF=936.4 936.7(FFE) SOG 936.2 GF=936.1 936.4(FFE) SOG 935.9 GF=935.5 936.8(FFE) SOG 935.3 GF=934.8 935.1(FFE) SOG 934.6 GF=933.9 934.2(FFE) SOG 933.7 GF=932.2 924.9 FBLO 924.4 GF=929.6 922.3 FBWO 921.8 4.4%5.4%5.8%3.9%3.9%346.68N88°54'43"W580.68S52°50'29"EBASIN 31P HWL = 925.53 BOT = 924.00123456789101132154321123456712345BLOCK 3BLOCK 4BLOCK 5BLOCK 1BLOCK 2BASIN 21P HWL = 895.81 BTM = 891.70 HWL = 921.95 1+002+003+004+00 5+00 6+007+007+37.870+001+002+003+00 4+00 5+00 6+00 6+95. 1 6 3.0%2.0%2.0%L.P.H.P.2.3%4.8%3.0%13.4%2.0%2.0%2.0%3.2%5.4%6.1% 0+00 1+002+003+005.4% 3.0% 3.7%2.0%10.0%L.P. 9 2 1 9209229209172.0%2.0%3.0%3.0%11.0%6.8%92 0 92491 3 9259 2 6927 9 2 2 925925926927926 929916914 918915918 919917925 921925 925 923 921 924 924 921 923930929925 923 928 923 934933 934 934 935 930 925 924 93 5927 926 924 922 933935 936 939 9399 3 7 93 6 936936 927924 926 935934 933924 924 9 2 6 9 3 2 9329 29 931928925924931 928 929924925 926926 9 3 1 930928929924 933933939935934 94021.6416.78G.B.H.P.21.24 22.25 22.65 21.21 19.45 17.96 17.04 91 9917 91816.5417.4518.9120.7221.6421.6221.12 1 . 6 21.622.021.7?????????37.73H.P.%0.635.0 3 32.38 G.B.25.34G.B.>>>>>>>>>>>>23.4535.08 H.P. 33.77 G.B.23.71G.B.19.8526.01 28.34 30.80 25.80 25.80 25.82 28.00 26.67 24.02 30.10 30.10 30.10 25.31 27.63 29 . 2 8 31.3029.0025.07 31.10 26.00 31.1031.3429.8628.06 31.8031.80 3 0 . 2 4 31.9530.4830.10 33.0033.00 31.3931.7033.1832.4933.34 34.0332.5532.3733.01 33.8033.8035.08 35.1036.1035.3334.24 34.9 5 35.9134.5935.70 33.40 35.7035.5635.17 33.88 34.71 34.9833.3032.2931.21 32.6434.3234.04 34.80 34.80 35.4034.1034.1033.20 31.7333.4133.32 30.11 33.20 29.0229.7031.6831.96 21.75 29.0829.70 23.9021.3019.6424.5220.6414.32 26.11 25.5426.14 23.4923.98 22.0022.46 20.8521.3 013.5012.9029.6330.1122.30 22.30 22.80 31.9532.4324.60 24.60 25.11 33.61 33.8226.00 26.00 26.50 34.2834.5526.80 26.80 27.30 34.9235.2129.20 27.68 27.96 35.1835.6327.80 27.80 28.06 35.0035.7328.3027.9027.90 26.61 25.86 25.63 34.2834.7925.65 24.34 26.75 H.P.24.00 26.70 33.9933.49 24.67 32.6433.1425.80 26.20 26.20 22.90 25.00 24.67 25.31 25.25 24.80 23.32 24.33 23.89 3.3%0.9%2.7%4.1% 1.6%1.8%0.2 % 1.0%3.7%1.8%3:1 3:1 3:1 19.92 20.54 2.8% 3.7%2.3%STS>>STS>>STS>>>>STS>> >>STS>> >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS>>STS>>0+001+00 2+00 3+003+04.640+001+002+003+0 0 4+0 0 5+00 6+00 7+00 8+00 8+34.27 0+00 1+00 2+00 2+40.84 0+001+001+32.230+001+001+51.520+00 1+00 2+00 3+00 3+80.96 0+001+ 0 0 1+ 1 1 . 1 0 STS>>STS>>STS>>STS>>STS>>0+0 0 0+3 5 . 0 3 OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE>XX XXX15" RCPCBRE=924.8IE=920.7>>>>CB RE=912.8B-1B-4B-13B-26B-30WETLAND 320' CITY WETLANDBUFFER30' CITY WETLANDBUFFER SETBACK(TYP)20' CITY WETLANDBUFFER30' CITY WETLANDBUFFER SETBACK(TYP)>30' CITY WETLANDBUFFER SETBACK (TYP)C7.1 6 CONCRETE WASHOUT W C7.1 2 ROCK CONSTRUCTION ENTRANCE (TYP.) C7.1 3 SILT FENCE (TYP.) 3 (TYP.) 3 (TYP.)EOF36a 36a 36a 36b 36b 36c 36c PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 PROJECT NO. FILE NAME LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. PROJECT CERTIFICATION 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN FINAL PLAT SUBMITTAL SEPTEMBER 30, 2022 SCD14001.CUD 2022LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan 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. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No.Date: 09/30/2022 1 C301SCD001A.DWG GRADING, DRAINAGE, & EROSION CONTROL - NORTH C3.1A NORTH 0 50 100 SEE SHEET C3.1BT/W XXX.XX :Top of Wall B/W XXX.XX :Bottom of Wall Contact utility service providers for field location of services 72 hours prior to beginning grading. Refer to the Geotechnical Report prepared by Braun Intertec, Dated 04/12/2017, for additional information on backfill material and groundwater conditions. Remove topsoil from grading areas and stockpile sufficient quantity for reuse. Maintain stockpiles with maximum 1v:2h slopes. Remove surface and ground water from excavations. Provide initial lifts of stable foundation material if exposed soils are wet and unstable. Refer to Structural Specifications for earthwork requirements for building pads. An Independent Testing Firm shall verify the removal of organic and unsuitable soils, soil correction, and compaction and provide periodic reports to the Owner. Place and compact fill using lift thicknesses matched to soil type and compaction equipment to obtain specified compaction throughout the lift. Compact cohesive soils in paved areas to 95% of maximum dry density, Standard Proctor (ASTM D698) except the top 3 feet which shall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. The soils shall be within 3% of optimum moisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of Modified Proctor Density (ASTM D1557). Reserved. 13. 14. 15. 16. 17. 18. 19. 20. 21. Install perimeter sediment controls prior to beginning work and maintain for duration of construction. Remove controls after areas contributing runoff are permanently stabilized and dispose of off site. Install inlet protection: Wimco RD or CG models as appropriate, or approved equal. Maintain protection until project is stabilized. Limit soil disturbance to the grading limits shown. Schedule operations to minimize length of exposure of disturbed areas. Management practices shown are the minimum requirement. Install and maintain additional controls as work proceeds to prevent erosion and control sediment carried by wind or water. Refer to SWPPP Notes on Sheet C3.2 for additional requirements. Excavate ponds early in the construction sequence. Remove sediment from ponds periodically and after areas contributing runoff are permanently stabilized. Contractor shall prevent sediment laden water from entering the filtration / infiltration system until the site is completely stabilized. All exposed soils areas shall be stabilized immediately to limit soil erosion in that portion of the site where construction has temporarily or permanently ceased. Seed, Sod, Mulch, Erosion Control Blanket, and Fertilizer shall meet the following Specifications, as modified. Item Specification Number Sod MNDOT 3878 Seed MNDOT 3876 MN Type 21-111 @ 100 lb./ac. - Temporary Erosion Control - Temporary Erosion Control, May 1 - Jul 31 MN Type 21-112 @ 100 lb./ac. - Temporary Erosion Control - Temporary Erosion Control, Aug 1 - Oct 31 MN Type 25-151 @ 120 lb./ac. - Permanent Turf Mulch MNDOT 3882 (MNDOT Type 1 @ 2 ton/ac., Disc Anchored) Erosion Control Blanket MNDOT 3885 (MNDOT Type 3N) Fertilizer MNDOT 3881 General Placement MNDOT 2575 See Landscape Sheets L2.1 - L2.4 for permanent turf and landscape establishment. Avoid daily tracking on public streets. Scrape and sweep streets weekly. 2. 4. 5. 6. 7. 8. 9. 10. 11. 12. GRADING NOTESGENERAL NOTES LEGEND :Inlet Protection (See C7.1/1)nnn:Silt Fence :Construction Limits :Vehicle Tracking Pad ESTIMATED QUANTITYSYMBOLDESCRIPTION EROSION PREVENTION AND SEDIMENT CONTROL NOTES For construction staking and surveying services contact Landform at 612.252.9070.1. :Erosion Control Blanket 3 ESTIMATED QUANTITYSYMBOLDESCRIPTION 38 ea. 4,902 lf. 4 ea. All temporary erosion and sediment control bmps must be removed upon final stabilization. All disturbed areas must be stabilized within 7 calendar days after land-disturbing work has temporarily or permanently ceased on a property that drains to an impaired water. Soil surfaces compacted during construction and remaining pervious upon completion of construction must be decompacted to achieve: a) a soil compaction testing pressure of less than 1,400 kilopascals or 200 pounds per square inch in the upper 12 inches of soil or b) a bulk density of less than 1.4 grams per cubic centimeter or 87 pounds per cubic foot in the upper 12 inches of soil In addition, utilities, tree roots and other existing vegetation must be protected until final revegetation or other stabilization of the site. refer to sheet C3.1 for decompaction areas. The permittee must inspect all erosion prevention and sediment control facilities and soil stabilization measures to ensure integrity and effectiveness. the permittee must repair, replace, or supplement all nonfunctional BMPs with functional BMPs within 48 hours of discovery and prior to the next precipitation event unless adverse conditions preclude access to the relevant area of the site, in which case the repair must be completed as soon as conditions allow. when active land-disturbing activities are not underway, the permittee must perform these responsibilities at least weekly until vegetative cover is established. the permittee will maintain a log of activities under this section for inspection by the district on request. Activities must be conducted so as to minimize the potential transfer of aquatic invasive species (e.g., zebra mussels, eurasian watermilfoil, etc.) to the maximum extent possible. Contractor to stake off and mark proposed infiltration facilities to prevent soil compaction by heavy equipment, stockpiling of materials, and traffic. if infiltration facilities are in place during construction activities, best practices must be deployed to prevent sediment and other material from entering the practice(s). infiltration facilities must not be excavated to within 3 feet of final grade until the contributing drainage area has been constructed and fully stabilized. any accumulated sediment in an infiltration facility must be removed in manner that prevents compaction of the facility bottom. to provide a well-aerated, highly porous surface, the soils below an infiltration practice must be loosened to a minimum depth of 18 inches prior to installation or planting. 27. 28. 29. 30. 31. RPBCWD STANDARD EROSION CONTROL NOTES 32 71,845 S.F. Spot elevations at curblines indicate flowlines unless otherwise noted. Refer to sheets C5.1A - C5.3C for rim elevations of catch basins. Grades between proposed spot elevations shall be continuous and non variable. Spot elevations shall govern over contour lines. Meet and match existing curb. Provide 10 foot transition. 33. 34. 35. PAVING NOTES Natural topography and soil conditions must be protected, including retention onsite of native topsoil to the greatest extent possible. Additional measures, such as hydraulic mulching and other practices as specified by the district must be used on slopes of 3:1 (h:v) or steeper to provide adequate stabilization. Final site stabilization measures must specify that at least six inches of topsoil or organic matter be spread and incorporated into the underlying soil during final site treatment wherever topsoil has been removed. Construction site waste such as discarded building materials, concrete truck washout, chemicals, litter and sanitary waste must be properly managed. All temporary erosion and sediment control bmps must be maintained until completion of construction and vegetation is established sufficiently to ensure stability of the site, as determined by the district. 22. 23. 24. 25. 26. RPBCWD STANDARD EROSION CONTROL NOTES Paving Sections: a. Bituminous Paving (Mills Drive) Refer to Sheet C2.2 for Typical Cross Section. b. Bituminous Paving (Private Drives) Refer to Sheet C2.2 for Typical Cross Section. c. Concrete Walkways Refer to Detail C7.2/4 d. Concrete Drives, Aprons, and Exterior Slabs Refer to Detail C7.2/3 Transition from B618 Curb and Gutter to Ribbon Curb. Transition from Surmountable Curb and Gutter to Ribbon Curb. 36. 37. 38. PAVING NOTES 527 BLUFF CREEK BLVD . BLUFF CREEK OVERLAY DISTRICT SECONDARY BOUNDARY BLUFF CREEK OVERLAY DISTRICT PRIMARY BOUNDARYBLUFF CREEK BLVD.AVIENDA LANE S.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.GF=91 5 . 4 907.4 FBWO 906.9 GF=916.5 908.5 FBWO 908.0 GF=917.5 909.5 FBWO 909.0 GF=918.4 910.4 FBWO 909.9 GF=919.8 911.8 FBWO 911.3 GF=921.5 913.5 FBWO 913.0 GF=922.5 914.5 FBWO 914.0 GF=923. 5 915.5 FBLO 918.5 3.7%4.4%4.2%4.4%5.4%5.8%3.9%3.9%263.03S01°56'14"W1 2 3 4 5 6 7 8 BLOCK 6 BASIN 47PHWL = 916.73BTM = 908.00BASIN 46P HWL = 890.45 BTM = 887.17 BASIN 41.3P HWL = 878.62 BTM = 875.63HWL = 921.950+001+00 2+00 3+00 4+00 5+00 6+00 7+007+80.79921920922915 912 910 91 2 916921 920 922 903 905 896 898 901 905 919 919 919920 917 0+001+001+11.46916 917 9 1 5 9 1 5 91 4 >> > > > > > >>> > > > > > > > > > > > > > 21 . 6 4 13.71 L.P. 17.1115.6817.33CLCL 16.78 G.B. H. P .21.2422.2522.65 17.50 17.01 16.28 13.68 12.00 07.75 03.76 99.69 96.0021.2119.4517.9617.0416.0915.0114.5005.00 06.40 06.40 06.04 07.50 07.50 07.08 08.50 08.50 07.99 09.4009.40 08.95 10.80 10.80 10.36 12.5012.50 12.50 14.02 91991 7 918 9 1 5 914 13.88 14.50 15.5716.5417.4518.9120.72 21.6 4 2 1 . 6 2 (21.1 )(15.4 ) (03.3 ) (96.5 ) (93.6 ) 19.3 21.1 21.621.6 22.0 21.7 3.3% 1.4% 1.7%4.3%0 . 9% 13.79 STS>>STS >>STS >>STS >>STS>>STS>>STS>>STS >>STS >>STS >>STS >>STS>>S T S >>STS>>STS>>STS >> STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS > > ST S >> ST S >> ST S >>STS>>STS>>STS>>STS >>STS >>STS >>STS >>STS >>STS >>0+001+00 2+00 3+00 3+6 3 . 0 11+30.700+ 0 0 1+001+05.23 B-8 B-9 B-11 B-18 B-23 B-24 B-25 B-26 B-27 WETLAND 3 WET L A N D 4 20' CITY WETLAND BUFFER 20' CITY WETLAND BUFFER 30' CITY WETLAND BUFFER SETBACK 20' CITY WETLAND BUFFER 30' CITY WETLAND BUFFER SETBACK (TYP) BUFFER SETBACK (TYP) 32 C7.1 3 SILT FENCE (TYP.) C7.1 3 SILT FENCE (TYP.) C7.1 6 CONCRETE WASHOUT W C7.1 2 ROCK CONSTRUCTION ENTRANCE (TYP.)EOF3 (TYP.) 32 36b 36b 36b PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 PROJECT NO. FILE NAME LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. PROJECT CERTIFICATION 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN FINAL PLAT SUBMITTAL SEPTEMBER 30, 2022 SCD14001.CUD 2022LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan 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. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No.Date: 09/30/2022 1 C301SCD001B.DWG GRADING, DRAINAGE, & EROSION CONTROL - SOUTH C3.1B NORTH 0 50 100 SEE SHEET C3.1A T/W XXX.XX :Top of Wall B/W XXX.XX :Bottom of Wall Contact utility service providers for field location of services 72 hours prior to beginning grading. Refer to the Geotechnical Report prepared by Braun Intertec, Dated 04/12/2017, for additional information on backfill material and groundwater conditions. Remove topsoil from grading areas and stockpile sufficient quantity for reuse. Maintain stockpiles with maximum 1v:2h slopes. Remove surface and ground water from excavations. Provide initial lifts of stable foundation material if exposed soils are wet and unstable. Refer to Structural Specifications for earthwork requirements for building pads. An Independent Testing Firm shall verify the removal of organic and unsuitable soils, soil correction, and compaction and provide periodic reports to the Owner. Place and compact fill using lift thicknesses matched to soil type and compaction equipment to obtain specified compaction throughout the lift. Compact cohesive soils in paved areas to 95% of maximum dry density, Standard Proctor (ASTM D698) except the top 3 feet which shall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. The soils shall be within 3% of optimum moisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of Modified Proctor Density (ASTM D1557). Reserved. 13. 14. 15. 16. 17. 18. 19. 20. 21. Install perimeter sediment controls prior to beginning work and maintain for duration of construction. Remove controls after areas contributing runoff are permanently stabilized and dispose of off site. Install inlet protection: Wimco RD or CG models as appropriate, or approved equal. Maintain protection until project is stabilized. Limit soil disturbance to the grading limits shown. Schedule operations to minimize length of exposure of disturbed areas. Management practices shown are the minimum requirement. Install and maintain additional controls as work proceeds to prevent erosion and control sediment carried by wind or water. Refer to SWPPP Notes on Sheet C3.2 for additional requirements. Excavate ponds early in the construction sequence. Remove sediment from ponds periodically and after areas contributing runoff are permanently stabilized. Contractor shall prevent sediment laden water from entering the filtration / infiltration system until the site is completely stabilized. All exposed soils areas shall be stabilized immediately to limit soil erosion in that portion of the site where construction has temporarily or permanently ceased. Seed, Sod, Mulch, Erosion Control Blanket, and Fertilizer shall meet the following Specifications, as modified. Item Specification Number Sod MNDOT 3878 Seed MNDOT 3876 MN Type 21-111 @ 100 lb./ac. - Temporary Erosion Control - Temporary Erosion Control, May 1 - Jul 31 MN Type 21-112 @ 100 lb./ac. - Temporary Erosion Control - Temporary Erosion Control, Aug 1 - Oct 31 MN Type 25-151 @ 120 lb./ac. - Permanent Turf Mulch MNDOT 3882 (MNDOT Type 1 @ 2 ton/ac., Disc Anchored) Erosion Control Blanket MNDOT 3885 (MNDOT Type 3N) Fertilizer MNDOT 3881 General Placement MNDOT 2575 See Landscape Sheets L2.1 - L2.4 for permanent turf and landscape establishment. Avoid daily tracking on public streets. Scrape and sweep streets weekly. 2. 4. 5. 6. 7. 8. 9. 10. 11. 12. GRADING NOTESGENERAL NOTES LEGEND :Inlet Protection (See C7.1/1)nnn:Silt Fence :Construction Limits :Vehicle Tracking Pad ESTIMATED QUANTITYSYMBOLDESCRIPTION EROSION PREVENTION AND SEDIMENT CONTROL NOTES For construction staking and surveying services contact Landform at 612.252.9070.1. :Erosion Control Blanket 3 ESTIMATED QUANTITYSYMBOLDESCRIPTION 38 ea. 4,902 lf. 4 ea. All temporary erosion and sediment control bmps must be removed upon final stabilization. All disturbed areas must be stabilized within 7 calendar days after land-disturbing work has temporarily or permanently ceased on a property that drains to an impaired water. Soil surfaces compacted during construction and remaining pervious upon completion of construction must be decompacted to achieve: a) a soil compaction testing pressure of less than 1,400 kilopascals or 200 pounds per square inch in the upper 12 inches of soil or b) a bulk density of less than 1.4 grams per cubic centimeter or 87 pounds per cubic foot in the upper 12 inches of soil In addition, utilities, tree roots and other existing vegetation must be protected until final revegetation or other stabilization of the site. refer to sheet C3.1 for decompaction areas. The permittee must inspect all erosion prevention and sediment control facilities and soil stabilization measures to ensure integrity and effectiveness. the permittee must repair, replace, or supplement all nonfunctional BMPs with functional BMPs within 48 hours of discovery and prior to the next precipitation event unless adverse conditions preclude access to the relevant area of the site, in which case the repair must be completed as soon as conditions allow. when active land-disturbing activities are not underway, the permittee must perform these responsibilities at least weekly until vegetative cover is established. the permittee will maintain a log of activities under this section for inspection by the district on request. Activities must be conducted so as to minimize the potential transfer of aquatic invasive species (e.g., zebra mussels, eurasian watermilfoil, etc.) to the maximum extent possible. Contractor to stake off and mark proposed infiltration facilities to prevent soil compaction by heavy equipment, stockpiling of materials, and traffic. if infiltration facilities are in place during construction activities, best practices must be deployed to prevent sediment and other material from entering the practice(s). infiltration facilities must not be excavated to within 3 feet of final grade until the contributing drainage area has been constructed and fully stabilized. any accumulated sediment in an infiltration facility must be removed in manner that prevents compaction of the facility bottom. to provide a well-aerated, highly porous surface, the soils below an infiltration practice must be loosened to a minimum depth of 18 inches prior to installation or planting. 27. 28. 29. 30. 31. RPBCWD STANDARD EROSION CONTROL NOTES 32 71,845 S.F. Spot elevations at curblines indicate flowlines unless otherwise noted. Refer to sheets C5.1A - C5.3C for rim elevations of catch basins. Grades between proposed spot elevations shall be continuous and non variable. Spot elevations shall govern over contour lines. Meet and match existing curb. Provide 10 foot transition. 33. 34. 35. PAVING NOTES Natural topography and soil conditions must be protected, including retention onsite of native topsoil to the greatest extent possible. Additional measures, such as hydraulic mulching and other practices as specified by the district must be used on slopes of 3:1 (h:v) or steeper to provide adequate stabilization. Final site stabilization measures must specify that at least six inches of topsoil or organic matter be spread and incorporated into the underlying soil during final site treatment wherever topsoil has been removed. Construction site waste such as discarded building materials, concrete truck washout, chemicals, litter and sanitary waste must be properly managed. All temporary erosion and sediment control bmps must be maintained until completion of construction and vegetation is established sufficiently to ensure stability of the site, as determined by the district. 22. 23. 24. 25. 26. RPBCWD STANDARD EROSION CONTROL NOTES Paving Sections: a. Bituminous Paving (Mills Drive) Refer to Sheet C2.2 for Typical Cross Section. b. Bituminous Paving (Private Drives) Refer to Sheet C2.2 for Typical Cross Section. c. Concrete Walkways Refer to Detail C7.2/4 d. Concrete Drives, Aprons, and Exterior Slabs Refer to Detail C7.2/3 Transition from B618 Curb and Gutter to Ribbon Curb. Transition from Surmountable Curb and Gutter to Ribbon Curb. 36. 37. 38. PAVING NOTES 528 STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS0+0 0STS>>STS>>STS 1+64.711+001+11.10>> 0+0 0 0+0 0 19. 8 5 19.78 20.11BC 19.61 19.63BC 19.65 20.15BC 19.83 20.16BC 20.04 20.10 20.19 20.25 5.1%1.5%1.5 % 19.78 20.11BC 19.83 20.16BC 19.61 19.63BC 19.59 20.09BC (19.57)20.24 20.39 20.30 20.45 1.5%1. 5 %7.6%20.5436c 37373.9' 3838 3.0' 3737 3.9' 3838 3.0' 36c 36b 36d 7+00 7+37.87 STS >>STS>>STS>>STS>>STS>>3+003+04.647+00 7+37.87 %5.17+00 7+37.87 23.4525.3123.51 23.54BC (23.19)1.0%23.62 23.64BC 23.64 23.97BC 23.7823.93 23.98 23.83 1.5%3.5%23.57 23.59BC 23.56 24.06BC (?????????) 23.62 23.64BC 23.64 23.97BC 24.17 24.02 24.08 24.23 1.5%1.5%4.9%3737 3.3' 3838 1.7' 36c 36a 36c 3737 3.3' 3838 5.0'DROP 1 FT.%4.8 H.P. 3 5 . 0 0 35.66 34.88 34.90BC 34.94 34.96BC 35.01 35.34BC 34.82 35.15BC 35.5835.74 35.81 3.4%1.6%7.8% 34.66 34.68BC 34.68 35.01BC 34.63 34.65BC 34.54 34.87BC 34.77 34.84 34.81 34.880. 9 %1.5%1. 8 %0.2%3838 3.0' 3838 2.8' 3838 3.0' 3838 5.3'36c 36c 36b 36a 36d STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> 21 . 6 421.24 2 1 . 6 2 21.7 0 . 9% (21.63) 21.26BC 1.5% (21.79) 21.24 21.32BC 21.30 21.22 21.72BC 21.48BC 21.31 1.2% 7.9% 21.21BC 21.19 21.67BC 21.17 21.31BC 21.29 21.32 21.64BC1.5% 1 . 3% 4.3% 21.36 22.01 22.16 (21.78) (22.72) 1.5%1.0% B-26 3737 3.3' 38383.1' 3838 2.7' 37373.3' 36c 36c 36b 36d PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 PROJECT NO. FILE NAME LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. PROJECT CERTIFICATION 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN FINAL PLAT SUBMITTAL SEPTEMBER 30, 2022 SCD14001.CUD 2022LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan 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. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No.Date: 09/30/2022 1 C301SCD001C.DWG GRADING, DRAINAGE, & EROSION CONTROL - ENLARGED C3.1C NORTH 0 10 20 T/W XXX.XX :Top of Wall B/W XXX.XX :Bottom of Wall Contact utility service providers for field location of services 72 hours prior to beginning grading. Refer to the Geotechnical Report prepared by Braun Intertec, Dated 04/12/2017, for additional information on backfill material and groundwater conditions. Remove topsoil from grading areas and stockpile sufficient quantity for reuse. Maintain stockpiles with maximum 1v:2h slopes. Remove surface and ground water from excavations. Provide initial lifts of stable foundation material if exposed soils are wet and unstable. Refer to Structural Specifications for earthwork requirements for building pads. An Independent Testing Firm shall verify the removal of organic and unsuitable soils, soil correction, and compaction and provide periodic reports to the Owner. Place and compact fill using lift thicknesses matched to soil type and compaction equipment to obtain specified compaction throughout the lift. Compact cohesive soils in paved areas to 95% of maximum dry density, Standard Proctor (ASTM D698) except the top 3 feet which shall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. The soils shall be within 3% of optimum moisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of Modified Proctor Density (ASTM D1557). Reserved. 13. 14. 15. 16. 17. 18. 19. 20. 21. Install perimeter sediment controls prior to beginning work and maintain for duration of construction. Remove controls after areas contributing runoff are permanently stabilized and dispose of off site. Install inlet protection: Wimco RD or CG models as appropriate, or approved equal. Maintain protection until project is stabilized. Limit soil disturbance to the grading limits shown. Schedule operations to minimize length of exposure of disturbed areas. Management practices shown are the minimum requirement. Install and maintain additional controls as work proceeds to prevent erosion and control sediment carried by wind or water. Refer to SWPPP Notes on Sheet C3.2 for additional requirements. Excavate ponds early in the construction sequence. Remove sediment from ponds periodically and after areas contributing runoff are permanently stabilized. Contractor shall prevent sediment laden water from entering the filtration / infiltration system until the site is completely stabilized. All exposed soils areas shall be stabilized immediately to limit soil erosion in that portion of the site where construction has temporarily or permanently ceased. Seed, Sod, Mulch, Erosion Control Blanket, and Fertilizer shall meet the following Specifications, as modified. Item Specification Number Sod MNDOT 3878 Seed MNDOT 3876 MN Type 21-111 @ 100 lb./ac. - Temporary Erosion Control - Temporary Erosion Control, May 1 - Jul 31 MN Type 21-112 @ 100 lb./ac. - Temporary Erosion Control - Temporary Erosion Control, Aug 1 - Oct 31 MN Type 25-151 @ 120 lb./ac. - Permanent Turf Mulch MNDOT 3882 (MNDOT Type 1 @ 2 ton/ac., Disc Anchored) Erosion Control Blanket MNDOT 3885 (MNDOT Type 3N) Fertilizer MNDOT 3881 General Placement MNDOT 2575 See Landscape Sheets L2.1 - L2.4 for permanent turf and landscape establishment. Avoid daily tracking on public streets. Scrape and sweep streets weekly. 2. 4. 5. 6. 7. 8. 9. 10. 11. 12. GRADING NOTESGENERAL NOTES LEGEND :Inlet Protection (See C7.1/1)nnn:Silt Fence :Construction Limits :Vehicle Tracking Pad ESTIMATED QUANTITYSYMBOLDESCRIPTION EROSION PREVENTION AND SEDIMENT CONTROL NOTES For construction staking and surveying services contact Landform at 612.252.9070.1. :Erosion Control Blanket 3 ESTIMATED QUANTITYSYMBOLDESCRIPTION 38 ea. 4,902 lf. 4 ea. All temporary erosion and sediment control bmps must be removed upon final stabilization. All disturbed areas must be stabilized within 7 calendar days after land-disturbing work has temporarily or permanently ceased on a property that drains to an impaired water. Soil surfaces compacted during construction and remaining pervious upon completion of construction must be decompacted to achieve: a) a soil compaction testing pressure of less than 1,400 kilopascals or 200 pounds per square inch in the upper 12 inches of soil or b) a bulk density of less than 1.4 grams per cubic centimeter or 87 pounds per cubic foot in the upper 12 inches of soil In addition, utilities, tree roots and other existing vegetation must be protected until final revegetation or other stabilization of the site. refer to sheet C3.1 for decompaction areas. The permittee must inspect all erosion prevention and sediment control facilities and soil stabilization measures to ensure integrity and effectiveness. the permittee must repair, replace, or supplement all nonfunctional BMPs with functional BMPs within 48 hours of discovery and prior to the next precipitation event unless adverse conditions preclude access to the relevant area of the site, in which case the repair must be completed as soon as conditions allow. when active land-disturbing activities are not underway, the permittee must perform these responsibilities at least weekly until vegetative cover is established. the permittee will maintain a log of activities under this section for inspection by the district on request. Activities must be conducted so as to minimize the potential transfer of aquatic invasive species (e.g., zebra mussels, eurasian watermilfoil, etc.) to the maximum extent possible. Contractor to stake off and mark proposed infiltration facilities to prevent soil compaction by heavy equipment, stockpiling of materials, and traffic. if infiltration facilities are in place during construction activities, best practices must be deployed to prevent sediment and other material from entering the practice(s). infiltration facilities must not be excavated to within 3 feet of final grade until the contributing drainage area has been constructed and fully stabilized. any accumulated sediment in an infiltration facility must be removed in manner that prevents compaction of the facility bottom. to provide a well-aerated, highly porous surface, the soils below an infiltration practice must be loosened to a minimum depth of 18 inches prior to installation or planting. 27. 28. 29. 30. 31. RPBCWD STANDARD EROSION CONTROL NOTES 32 71,845 S.F. Spot elevations at curblines indicate flowlines unless otherwise noted. Refer to sheets C5.1A - C5.3C for rim elevations of catch basins. Grades between proposed spot elevations shall be continuous and non variable. Spot elevations shall govern over contour lines. Meet and match existing curb. Provide 10 foot transition. 33. 34. 35. PAVING NOTES Natural topography and soil conditions must be protected, including retention onsite of native topsoil to the greatest extent possible. Additional measures, such as hydraulic mulching and other practices as specified by the district must be used on slopes of 3:1 (h:v) or steeper to provide adequate stabilization. Final site stabilization measures must specify that at least six inches of topsoil or organic matter be spread and incorporated into the underlying soil during final site treatment wherever topsoil has been removed. Construction site waste such as discarded building materials, concrete truck washout, chemicals, litter and sanitary waste must be properly managed. All temporary erosion and sediment control bmps must be maintained until completion of construction and vegetation is established sufficiently to ensure stability of the site, as determined by the district. 22. 23. 24. 25. 26. RPBCWD STANDARD EROSION CONTROL NOTES Paving Sections: a. Bituminous Paving (Mills Drive) Refer to Sheet C2.2 for Typical Cross Section. b. Bituminous Paving (Private Drives) Refer to Sheet C2.2 for Typical Cross Section. c. Concrete Walkways Refer to Detail C7.2/4 d. Concrete Drives, Aprons, and Exterior Slabs Refer to Detail C7.2/3 Transition from B618 Curb and Gutter to Ribbon Curb. Transition from Surmountable Curb and Gutter to Ribbon Curb. 36. 37. 38. PAVING NOTES 10 SCALE ENLARGED PLAN 11 10 SCALE ENLARGED PLAN 33 10 SCALE ENLARGED PLAN 22 10 SCALE ENLARGED PLAN 23 529 PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 PROJECT NO. FILE NAME LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. PROJECT CERTIFICATION 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN FINAL PLAT SUBMITTAL SEPTEMBER 30, 2022 SCD14001.CUD 2022LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan 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. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No.Date: 09/30/2022 1 C302SCD001.DWG SWPPP NOTES C3.2 STORMWATER POLLUTION PREVENTION MANAGEMENT MEASURES EROSION PREVENTION AND SEDIMENT CONTROL SITE EVALUATION / ASSESSMENT / PLANNING Operator must develop pollution prevention management measures, implement good housekeeping BMPs, must follow all applicable federal, state, and local building codes, Occupational Safety and Health Act (OSHA), and the general conditions and general requirements of the construction contract. The Operator shall minimize the exposure to stormwater of any of the products, material, or wastes stored on site that may wash downstream or contaminate stormwater. Building products that have the potential to leach pollutants must be under cover. Chemicals and landscape materials shall be under cover to prevent the discharge of pollutants. Operator to track progress of the following items on site maps: portable toilets, material storage areas, vehicle and equipment fueling and maintenance areas, concrete washouts, paint and stucco washouts, dumpsters or other trash and debris containers, spill kits, stockpiles, any other non-structural non-storm water management BMPs, any temporarily removed structural BMPs, any changes to the structural BMPs. Solid waste: collected sediment, asphalt and concrete millings, floating debris, paper, plastic, fabric, construction and demolition debris and other wastes must be disposed of properly and must comply with MPCA disposal requirements. Hazardous waste: oil, gasoline, paint and any hazardous substances must be properly stored in sealed containers to prevent spills, leaks or other discharge. Restricted access to storage areas must be provided to prevent vandalism. Storage and disposal of hazardous waste or materials must be in compliance with Minn. R. Ch. 7045 including secondary containment as applicable. Portable toilets must be positioned so that they are secure and will not be tipped or knocked over. Concrete and other washout waste: operator must provide effective containment for all liquid and solid wastes generated by washout operations. The liquid and solid wastes must not contact the ground, and the containment must be designed so that it does not result in runoff from the washout operations or areas. Liquid and solid wastes must be disposed of properly and in compliance with MPCA rules. A sign must be installed adjacent to each washout facility that requires site personnel to utilize the proper facilities for disposal of concrete and other washout wastes. External vehicle washing: external washing of trucks and other construction vehicles must be limited to a defined area of the site. Runoff must be contained and waste properly disposed of. No engine degreasing is allowed on site. Operator shall take reasonable steps to prevent the discharge of spilled or leaked chemicals, including fuel, from any area where they will be loaded or unloaded as detailed in the Permit. INSPECTIONS AND MAINTENANCE 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. See Grading, Drainage, and Erosion Control sheets for the location and type of temporary erosion prevention and sediment control BMPs. See Grading, Drainage, Erosion Control, and Landscape sheets for the location and type of permanent erosion prevention and sediment control BMPs. Minimize Disturbed Areas and Protect Natural Features and Soil Appropriate construction practices (e.g. construction phasing, vegetative buffer strips, horizontal slope grading) shall be used to minimize erosion. Areas not to be disturbed (buffers, bluff creek overlay districts, etc.) shall be protected with construction or silt fence before work begins. Operator shall develop methods to minimize soil compaction outside of building pads, pavement areas and utility trenches and shall use tracked equipment wherever practicable. Topsoil shall be salvaged and reused to the extent practicable. Phase Construction Activity Operator must not disturb more land than can be effectively inspected and maintained. Sediment control practices shall be established on all down gradient perimeters before any upgradient land disturbing activities begin. These practices shall remain in place until final stabilization has been established in accordance with the Permit. The timing of the installation of sediment control practices may be adjusted to accommodate short-term activities such as clearing or grubbing, or passage of vehicles. Any short-term activity must be completed as quickly as possible and the sediment control practices shall be installed immediately after the activity is completed. However, sediment control practices shall be installed before the next precipitation event even if the activity is not complete. Control Stormwater Flowing onto and Through the Project The normal wetted perimeter of any temporary or permanent drainage ditch or swale that drains water from any portion of the construction site, or diverts water around the site, shall be stabilized within 200 lineal feet from the property edge, or from the point of discharge into any surface water. Stabilization of the last 200 lineal feet shall be completed within 24 hours after connecting to a surface water. Stabilization of the remaining portions of any temporary or permanent ditches or swales shall be complete within 14 days after connecting to a surface water and construction in that portion of the ditch has temporarily or permanently ceased. Temporary or permanent ditches or swales that are being used as a sediment containment system (with properly designed rock ditch checks, bio rolls, silt dikes etc.) do not need to be stabilized. These areas shall be stabilized within 24 hours after no longer being used as a sediment containment system. Stabilize Soils All exposed soil areas, including stockpiles, must be stabilized. The site has discharge points within one mile of, and flows to impaired waters. Therefore, stabilization of all exposed soil areas shall be initiated immediately to limit soil erosion in that portion of the site where construction has temporarily or permanently ceased. Stabilization must be completed with in seven (7) calendar days of cessation of construction activity. Temporary soil stockpiles shall have silt fence or other effective sediment controls, and cannot be placed in surface waters, including storm water conveyances such as curb and gutter systems, or conduits and ditches unless there is a bypass in place for the storm water. Temporary stockpiles without significant silt, clay or organic components (e.g., clean aggregate stockpiles, demolition concrete stockpiles, sand stockpiles) and the constructed base components of roads, parking lots and similar surfaces are exempt from this requirement. Protect Slopes Operator shall avoid work on slopes with a grade of 3h:1v or greater when practicable. Grading on slopes with a grade of 3h:1v or steeper will require techniques such as phasing and stabilization practices designed for steep slopes (e.g., slope draining and terracing). Protect Storm Drain Inlets All storm drain inlets shall be protected by appropriate BMPs during construction until all sources with potential for discharging to the inlet have been stabilized. Inlet protection may be temporarily removed if a specific safety concern has been identified. Provide Energy Dissipation at all Pipe Outlets Within 24 Hours After connection to a surface water or permanent stormwater treatment system. Establish Perimeter Controls and Sediment Barriers Prior to disturbing soils on a project site, establish sediment control BMPs on all downgradient perimeters and where site discharges to public waters. Retain Sediment On-site and Control Dewatering Practices Dewatering or basin draining of turbid or sediment laden water related to construction activities shall be discharged to a temporary or permanent sedimentation basin or treated with the appropriate BMP prior to entering the surface water. Discharge shall not cause nuisance conditions, erosion in receiving channels, adversely affect receiving water or impact wetlands, or downstream properties. Discharge points shall be adequately protected from erosion and scour by accepted energy dissipation measures. Discharge water containing oil or grease shall be treated to remove oil or grease prior to discharge to surface waters. Refer to Permit requirements for temporary or permanent sediment basins. Establish Stabilized Construction Exits Vehicle tracking pads shall be established as shown on the grading, drainage, paving and erosion control sheet to minimize tracking of sediment from the construction site onto adjacent streets. Infiltration Basin Protection Operator must not excavate infiltration systems to final grade or within three (3) feet of final grade until the contributing drainage area has been constructed and fully stabilized unless rigorous erosion prevention and sediment controls have been installed. When excavating an infiltration system to within three (3) feet of final grade, operator shall mark off and protect the area from heavy construction equipment to prevent compaction of soils. Dewatering and Basin Draining Permittees must discharge turbid or sediment-laden waters related to dewatering or basin draining to a temporary or permanent sediment basin. Discharges must not cause erosion or scour near the discharge points. Remove Sediment from Surface Waters All sediment deposits and deltas must be removed from surface waters (including drainage ways, catch basins, and other drainage systems) and the removal areas restabilized within seven (7) days. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. RECORD KEEPING / RECORD RETENTION The SWPPP (original or copies) including, all changes to it, and inspections and maintenance records shall be kept at the site during construction by the Owner / Operator who has operational control of that portion of the site. The SWPPP can be kept in either the field office or in an on site vehicle during normal working hours. All Owner(s) must keep the SWPPP, along with the following additional records, on file for three (3) years after submittal of the Notice of Termination (NOT). This does not include any records after submittal of the NOT. The following is a list of records that shall be kept at the project site available for inspectors to review: ·copy of the SWPPP, with any modifications ·inspection and maintenance records ·permanent operation and maintenance agreements ·calculations for the design of temporary and permanent storm water management systems ·any other permits required for the project ·records of all inspection and maintenance conducted during construction ·all permanent operation and maintenance agreements that have been implemented, including all right of way, contracts, covenants and other binding requirements regarding perpetual maintenance; and ·all required calculations for design of the temporary and permanent storm water management systems. 1. 2. 3. LOG OF CHANGES TO THE SWPPP / AMENDMENTS The Owner / Operator(s) must amend the SWPPP as necessary to include additional requirements, such as additional or modified BMPs, designed to correct problems identified or address situations as detailed in the Permit. 1. FINAL STABILIZATION POST CONSTRUCTION / PERMANENT BMPS See Grading, Drainage, Erosion Control, and Landscape sheets for post construction and permanent stormwater BMPs.1. TERMINATION OF COVERAGE The Operator shall have primary responsibility and significant authority for the development, implementation, maintenance, inspection and amendments to the approved SWPPP. Duties include but are not limited to: ·Ensuring full compliance with the SWPPP and the Permit ·Implementing all elements of the SWPPP, including but not limited to: ··Implementing prompt and effective erosion and sediment control measures ··Implementing all non-storm water management, and good housekeeping BMPs ensuring that no materials other than Storm water are discharged in quantities, which will have an adverse effect on receiving waters or storm drain systems, etc. ·Conducting routine inspections and maintenance ·Ensuring elimination of all unauthorized discharges ·Coordinating to ensure all of the necessary corrections / repairs are made immediately, and that the project complies with the SWPPP, the Permit, and approved plans at all times. 1. SWPPP CONTACT AND TRAINING INFORMATION Owner: Bahram Akradi c/o/ Lifetime Fitness attn: Mark Nordland 2902 Corporate Place Chanhassen, MN 55317 952-229-7090 mnordland@lt.life Operator: Rachel Contracting, Inc. attn: Ron Fricke 4125 Napier Ct. NE St. Michael, MN 55376 763-424-1500 rfricke@rachelcontracting.com Certification: U of MN, Design of Construction SWPPP, exp. May 31, 2021 Long Term Maintenance and Operation: Level 7 Development, Inc. c/o Life Time attn: Mark Nordland 2902 Corporate Place Chanhassen, MN 55317 952-229-7090 mnordland@lt.life SWPPP Designer: Steve Sabraski, P.E. Landform 105 South Fifth Avenue, Suite 513 Minneapolis, MN 55401 612-252-9070 ssabraski@landform.net Certification: u of MN, Design of Construction SWPPP, exp. May 31, 2022 SWPPP Inspector / Manager: Landform 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 attn: Fred Volz 612-363-3684 Certification: Construction Site Management, exp. May 31, 2021 BMP Installation and Repair: To be determined. Contact Operator until BMP Installer and Maintainer is selected. Certification: , exp. 1. 2. 3. 4. 5. 6. WATERS WITHIN ONE MILE OF SITE SCHEDULE OF BMP INSTALLATION AND CONSTRUCTION ACTIVITY 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. DESCRIPTION OF CONSTRUCTION ACTIVITY 1. 2. ENVIRONMENTAL, ENDANGERED SPECIES, & ARCHEOLOGICAL REVIEWS There are no requirements for storm water due to environmental, endangered species, or archeological review within the Chanhassen AUAR Update of May 2017. 1. MINNESOTA IMPAIRED WATERS 1. 2. 3. 4. 5. 6. 7. NPDES PERMIT AND SWPPP COMPONENTS The current Minnesota Construction Stormwater Permit C00053019 dated May 29, 2019 is referenced in this document as the Permit. The SWPPP includes the following components: ·Avienda Townhomes (Phase 2) Construction Documents prepared by Landform ·Stormwater Management Narrative and calculations ·Maintenance Plan for permanent stormwater BMPs ·Preliminary geotechnical report prepared by Braun Intertec, dated 4-12-2017 ·Piezometer report by Braun Intertec, dated 10-16-2017 ·Double-ring infiltrometer test results by Braun Intertec, dated 8-16-2017 All components must be kept onsite by the Operator. The Operator shall contact Civil Engineer if they do not have all of the above documents. 1. TEMPORARY SEDIMENTATION BASIN(S) This project does not have more than 5 acres draining to a common location and the site drains to Impaired Waters, therefore temporary sediment basins are not required. Temporary sediment basins are provided on the overall Avienda Development plan set and are to be utilized for this project until completion of permanent stormwater BMPs. Temporary sediment basins shall provide treatment to runoff before it leaves the construction site or enters surface waters. The contractor shall comply with the following requirements: A.Sedimentation basins must provide live storage of runoff resulting from the 2-yr 24-hr rainfall event from each acre drained to the basin with a minimum of 1,800 cf/acre live storage volume. (Where no calculation has been performed, each basin shall provide at least 3,600 cf/acre of live storage.) Sedimentation basins must include a stabilized emergency overflow to prevent basin integrity failure. B.Discharge from temporary sedimentation basins will be withdrawn from the surface in order to minimize the discharge of pollutants. Discharge from basin draining shall not adversely affect the receiving water or downstream properties. Contractor will visually check to ensure adequate treatment has been obtained and that nuisance conditions will not result from the discharge. Any discharge observed to be occurring during the inspection shall be recorded, described, and photographed. If any proposed temporary BMPs are not working as planned refer to the "Stormwater Compliance Assistance Toolkit for Small Construction Operators", MPCA, 2017 for additional information. Operator shall contact the SWPPP Designer for additional requirements and information. 1. 2. 3. 4. 5. SITE INFORMATION Site location: Latitude: 44.867527, Longitude: -93.557648 Overall Development disturbed area = 93.0 ac. Avienda Townhomes disturbed area = 10.2 ac. Pre-construction impervious area within disturbed area = 0.4 ac. Post-construction impervious area within disturbed area = 4.0 ac. Net change in impervious area within disturbed area = 3.6 ac. Type of stormwater management: ·Filtration ·Infiltration Erosion prevention and sediment control quantities are on sheets C3.1 - C3.1B. 1 MILE SURFACE WATER BUFFERS 50 foot buffers from surface waters are not possible everywhere on this site due to site grading requirements. We have provided smaller buffers in combination with double silt fence where grading is adjacent to surface waters. For Wetland 3, the buffer ranges from 28' to 50'. Wetland 4 has a buffer of 50'. For Wetland 6, the buffer ranges from 20' to 80'. MNDOT Wetland M09 has a buffer ranging from 38' to 80'. The above buffers are impacted only for storm sewer inlet and outlet construction. 1. Owner / Operator(s) wishing to terminate coverage under the Permit must submit a Notice of Termination (NOT) to the MPCA. Compliance with the permit is required until a NOT is submitted. Refer to the Permit for details. Conditions for submitting a NOT include: A.Site must have achieved final stabilization (refer to section above). B.The permanent stormwater treatment and conveyance systems must be clean and all accumulated sediment removed. C.All temporary synthetic erosion prevention and sediment control BMPs must be removed from the site and disposed of properly. D.Single Family Residential only - Permit termination on individual lots occurs once building construction is complete, temporary erosion prevention and downgradient perimeter control is complete, the residence sells to the homeowner, and the permittee distributes the MPCA's "Homeowner Fact Sheet" to the homeowner. 1. The Owner / Operator(s) must ensure final stabilization of the site. Final stabilization includes: A.Ensuring all areas have permanent cover. B.Vegetative areas must have perennial cover with a density of 70% of expected final growth. 1. Permittees must ensure that a trained person will inspect the entire construction site at least once every seven (7) days during active construction and within 24 hours after a rainfall event greater than 0.5-inches in 24 hours. Inspections shall include stabilized areas, erosion prevention and sediment control BMPs, and infiltration areas. Surface waters on or adjacent to the site must be inspected for evidence of erosion or sediment deposition. Permittees must record all inspection and maintenance activities within 24 hours of being conducted as detailed in the Permit. Inspection Records content shall include: A.Date and time of inspections; B.Name of persons conduction inspections; C.Findings of inspections, including specific locations where corrective actions are needed; D.Corrective actions taken including dates, times, and the party taking the corrective action; E.Dates of all rainfall events greater than 1/2 inch in 24 hours (refer to Permit for measurement requirements); F.Any discovered discharge must be recorded, including photographs, descriptions of discharge (color, odor, settled or suspended solids, oil sheen, or other obvious indicators of pollution), and specific location of discharge location; G.Any amendments to the Permit as a result of inspections must be documented within seven calendar days as described in the Permit. BMP Maintenance: A.Nonfunctional BMPs must be repaired or replaced by the end of the next business day after discovery unless a different time frame is indicated. B.Follow the designer's or manufacturer's recommended maintenance procedures for all BMPs. C.Remove sediment from BMPs when the depth of sediment has reached 1/2 the height of the BMP and properly dispose of sediment into controlled areas to prevent soil from returning to the BMP during subsequent rain events. D.Remove sediment from paved roadways within one calendar day of discovery. E.Remove sediment from around BMPs protecting storm drain inlets. F.Surface waters with evidence of sediment deposition must be stabilized and sediment removed within seven calendar days of discovery, or as stated by the Permit. G.Ensure that construction support activities, including borrow areas, waste areas, contractor work areas, and material storage areas and dedicated concrete and asphalt batch plants are cleaned and maintained. H.Replace damaged BMPs that no longer operate effectively. Add BMPs as needed during construction to minimize erosion and prevent sediment from leaving the site. 1. 2. 3. 4. 5. 6. 7. Install perimeter sediment control BMPs prior to start of other site work. Refer to Grading, Drainage, Paving and Erosion Control sheets for initial locations of BMPs. Perform work in phases to minimize disturbed area at any one time. Strip topsoil from areas to be disturbed and stockpile with perimeter sediment control BMPs. Provide immediate stabilization. Fine grade site. Grading areas open at one time should be limited to minimize potential for sediment transport. Install public utilities including stormwater basins. Final grade roadway areas and compact subgrade. Place pavement aggregate and compact. Install curb and gutter. Backfill and stabilize exposed soil. Install private (small) utilities (gas, electric, communications). Pave roadways, trails and walks. Provide final stabilization for any remaining disturbed areas. Remove temporary BMPs once up gradient areas are stabilized. Connect infiltration practices to storm sewer inlets. Turn over lots to homebuilder. Construction activity includes erosion and sediment control BMPs installation, clearing and grubbing, site grading, utility installation, paving, and landscaping. Future construction activity will include erosion and sediment control BMPs installation, utility installation, paving, building construction, and landscaping on individual parcels. Hazeltine Lake (AUID: 10-0014-00) is impaired based on the current USEPA 303(d) Clean Water Act list; is within 1 mile of this site; and stormwater does not discharge to it. Lake Riley (AUID: 10-0002-00) is impaired based on the current USEPA 303(d) Clean Water Act list; is within 1 mile of this site; and stormwater does discharge to it. A.TMDLs have been established for this impaired water for Fishes Bioassessment. B.TMDLS have been established for this impaired water for Mercury in Fish Tissue. C.TMDLS have been established for this impaired water for Nutrient / eutrophication biological indicators. Lake Susan (AUID: 10-0013-00) is impaired based on the current USEPA 303(d) Clean Water Act list; is within 1 mile of this site; and stormwater does discharge to it. A.TMDLs have been established for this impaired water for Mercury in fish tissue. There are no special construction requirements for this impairment. B.TMDLs have not been established for this impaired water for Nutrient / eutrophication biological indicators. There are no special construction requirements for this impairment. Bluff Creek (AUID: 07020012-710) is impaired based on the current USEPA 303(d) Clean Water Act list; is within 1 mile of this site; and stormwater does discharge to it. A.TMDLs have been established for this impaired water for Fishes bioassessments. There are no special construction requirements for this impairment. B.TMDLs have been established for this impaired water for Turbidity. There are no special construction requirements for this impairment. This site will meet these TMDLs using the following methods: Follow Permit requirements. Stream Unassessed (AUID: 07020012-999), tributary to Lake Susan is not impaired, is within one mile of the site, and stormwater from the site does not discharge to it. The following waters are within one mile of the site, receive stormwater discharge from the site, but do not appear on the MPCA Impaired Waters Viewer: A.MNDOT Wetland M09 B.MNDOT Wetland M10 C.Onsite Wetland #3 D.Onsite Wetland #4 E.Onsite Wetland #6 F.MNDOT Stormwater "Englewood" Pond 530 6+00 929 931 928 925924 931928929 924931930 928929 4 .1%2.8%3.7%SAN>SAN>S A N>6+00 STS >>STSSTS >>STS>>STS>>STS>>MH 3 MH 4 2+002+40.840+ 0 0 1+00 CB 132 CB 131 CBMH 403 CBMH 402 FES 401 STS>>FES 411 CBMH 412 CBMH 4130+001+001+30.700+00 1+00 1+51.52 0+000+35.036+00 GF=928.8 929.1 (FFE) SOG 928.6 GF=930.8 931.1 (FFE) SOG 930.6GF=931.8931.2(FFE)SOG931.6GF=932.5932.8(FFE)SOG932.3OEOEOEOEOEOE30' CITY WETLANDBUFFER SETBACK (TYP)AAB B 29' - 8" PERF. HDPE W/CIRCULAR SOCK @ 0.0%25' - 8" PERF. HDPE W/CIRCULAR SOCK @ 0.0%26' - 8" PERF. HDPE W/CIRCULAR SOCK @ 0.0%26' - 8" PERF. HDPE W/CIRCULAR SOCK @ 0.0%27' - 8" PERF. HDPE W/CIRCULAR SOCK @ 0.0%27' - 8" PERF. HDPE W/CIRCULAR SOCK @ 0.0%102' - 8" PERF. HDPE W/ CIRCULAR SOCK @ 0.5%8" X 8" TEE (TYP.) 8" C.O. INV = 921.51 8" C.O. (TYP.)13' - 8" PVC SDR 36@ 0.5%BASIN 31P HWL = 925.53 BOT. = 924.00 MILLS DRIVE Basin 31P - Section A-A HORZ. SCALE: 1"=30' VERT. SCALE: 1"=3' 915 920 925 930 935 915 920 925 930 935 EG:FG:-0+25 EG: 931.21FG: 931.210+00 EG: 926.91FG: 926.91EG: 923.73FG: 923.730+50 EG: 923.87FG: 923.87EG:FG:1+00 EG:FG:EG:FG:1+50 EG:FG:1+75 BTM = 923.73 EXISTING GRADE FINISHED GRADE SEE DETAIL C7.4/6 FOR CROSS SECTION DETAIL STMH 611 RIM: 927.60 INL (N): 920.93 INL (NW): 923.73 INV: 920.93 48" DIA R-1642 PER DETAIL C7.4/6 42' - 15" RCP CL. V @ 0.3% FES 610 INV= 920.80 PER DETAIL C7.3/7 RIP-RAP PER DETAIL C7.1/5 9' - 12" RCP CL. V @ 0.0% Basin 31P - Section B-B HORZ. SCALE: 1"=30' VERT. SCALE: 1"=3' 915 920 925 930 935 915 920 925 930 935 EG:FG:-0+25 EG: 925.05FG: 925.060+00 EG: 923.73FG: 923.73EG: 923.73FG: 923.730+50 EG: 925.50FG: 923.73EG: 927.80FG: 923.731+00 EG: 928.59FG: 923.73EG: 928.50FG: 929.451+50 EG:FG:EG:FG:2+00 EG:FG:2+25 BTM = 923.73 EXISTING GRADE FINISHED GRADE SEE DETAIL C7.4/6 FOR CROSS SECTION DETAIL BTM = 923.73 PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 PROJECT NO. FILE NAME LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. PROJECT CERTIFICATION 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN FINAL PLAT SUBMITTAL SEPTEMBER 30, 2022 SCD14001.CUD 2022LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan 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. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No.Date: 09/30/2022 1 C303SCD001.DWG BASIN CROSS-SECTIONS C3.3A NORTH 0 30 60 WEST-CENTRAL BASIN 531 0+001+002.0%916923 921 924 924 921 923925 923 928 923 925 924 927926 924 922 927924 926 >>>>>>>>>>>>>>>>>>>>19.85STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>0+001+00>>STS>>STS >>STS >>STS >>STS>>0+001+00 0+00 1+001+6 4 . 7 1 MH 121 CB 104 CB 103 CBMH 102 MH 101 CB 111 CB 112 0+00 1+00 2+00 3+00 3+80.96 0+001+ 0 0 1+ 1 1 . 1 0 EX. STMH 5120+001+00DROP 1 FT.DROP 1 FT.DROP 1 FT.GF=922.9GF=921.8914.5FBWO914.0B-13AVIENDA PARKWAY = 2 40.0 0 Δ = 7 5 °3 2'48" L=277.76 R=1390.00 Δ=11°26'58" AVIENDA PA R K W A Y A A BB35 LF53 LF56 LF57 LF51 LF52 LF46 LF47 LF42 LF42 LF37 LF39 LF34 LF36 LF31 LF33 LF28 LF30 LF27 LF25 LF22 LF24 LF19 LF21 LF17 LF19 LF15 LF17 LF14 LF15 LF11 LF13 LF10 LF8" PERF. HDPE UNDERDRAINS WITH CIRCULAR SOCK (TYP.) 8" PERF. HDPE DISTRIBUTION PIPE (TYP.) 330' - 18" PERF. HDPE DISTRIBUTION HEADER @ 0.0% 302' - 8" PER F . H D P E U N D E R D R A I N H E A D E R @ 0 . 0 % 24' - 8" PERF. HDPE UNDERDRAIN HEADER @ 0.0% 10' - 8" PERF. HDPE UNDERDRAIN HEADER @ 0.0% 8" X 18" TEE (TYP.) 8" X 8" TEE (TYP.)8" C.0. (TYP.) 8" C.0. (TYP.) 1 7 ' - 8 " PVC@ 0 . 0%MILLSLANEBASIN 25P HWL = 917.37 70' - 18" PERF. HDPEOUTLET @ 0.0%INV (E): 915.67 INV (N-S): 914.93 Basin 25P - Section A-A HORZ. SCALE: 1"=30' VERT. SCALE: 1"=3' 905 910 915 920 925 930 905 910 915 920 925 930 EG:FG:-0+25 EG: 922.01FG: 922.010+00 EG: 919.37FG: 919.37EG: 916.47FG: 916.470+50 EG: 916.02FG: 916.02EG: 915.63FG: 915.631+00 EG: 915.88FG: 915.88EG: 916.15FG: 916.151+50 EG: 916.42FG: 916.42EG: 916.69FG: 916.692+00 EG: 916.96FG: 916.96EG: 917.23FG: 917.232+50 EG: 917.50FG: 917.50EG: 917.77FG: 917.773+00 EG: 918.04FG: 918.04EG: 918.61FG: 918.613+50 EG: 921.43FG: 921.43EG:FG:4+00 EG:FG:4+25 EXISTING GRADE FINISHED GRADE REFER TO DETAIL C7.4/7 MH 121 RIM: 926.26 INL (S): 914.93 INV: 914.93 48" DIA PER DETAIL C7.2/11MH 101 RIM: 921.86 INL (NW): 915.38 INL (E): 915.58 INV: 914.93 48" DIA PER DETAIL C7.2/11 ROCK TOP = 919.65 SAND TOP = 914.93 SAND BOTTOM = 912.63 Basin 25P - Section B-B HORZ. SCALE: 1"=30' VERT. SCALE: 1"=3' 905 910 915 920 925 930 905 910 915 920 925 930 EG:FG:-0+25 EG: 919.50FG: 919.500+00 EG: 915.43FG: 915.43EG: 915.43FG: 915.430+50 EG: 915.43FG: 915.43EG: 919.07FG: 919.071+00 EG:FG:EG:FG:1+50 EG:FG:1+75 EXISTING GRADE FINISHED GRADE REFER TO DETAIL C7.4/7 70' - 18" PERF. HDPE @ 0.0% INV = 915.67 ROCK TOP = 919.65 EXISTING STMH 512 RIM: 923.31 INL (W): 915.67 INL(SW): 912.63 INV: 908.00 EXISTING 164' - 18" PVC @ 1 . 3 3 % PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 PROJECT NO. FILE NAME LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. PROJECT CERTIFICATION 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN FINAL PLAT SUBMITTAL SEPTEMBER 30, 2022 SCD14001.CUD 2022LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan 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. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No.Date: 09/30/2022 1 C303SCD001.DWG BASIN CROSS-SECTIONS C3.3B NORTH 0 30 60 532 SSMH RE=937.7 IE=925.9(W)XXXX SSMHRE=915.2IE=884.1>>>>>>WETLAND 3WETLAND 4BASIN 31P HWL = 925.53 BOT = 924.00123456789101132154321123456712345 12345678BLOCK 3BLOCK 4BLOCK 5BLOCK 1BLOCK 2BLOCK 6BASIN 28P HWL = 914.26 BTM = 912.53 BASIN 47P HWL = 916.73 BTM = 908.00 BASIN 46PHWL = 890.45BTM = 887.17BASIN 41.3PHWL = 878.62BTM = 875.63HWL = 921.95 SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN >SAN >SAN >SAN >SAN >SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SANSAN>SANSAN>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS>>STS>>STS>>STS >>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS> >STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>> STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>0+00 1+00 2+00 2+40.84SAN>SAN>SAN>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>SAN>SAN>SAN>0+0 0 0+3 5 . 0 3 STS>>STS>>STS>>SAN>MILLS LANE NW BLUFF CREEK BOULEVARDB L U F F C R E E K B O U L E V A R D AVIENDA PARKW A Y MILLS DRIVEAVIENDA LANE S.PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 PROJECT NO. FILE NAME LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. PROJECT CERTIFICATION 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN FINAL PLAT SUBMITTAL SEPTEMBER 30, 2022 SCD14001.CUD 2022LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan 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. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No.Date: 09/30/2022 1 C401SCD001.DWG UTILITIES OVERALL C4.1 NORTH 0 60 120 GENERAL NOTES For construction staking and surveying services contact Landform Professional Services at 612.252.9070.1. Pipe materials - Refer to utility profiles and 2021 City of Chanhassen standards specifications. Contact utility service providers for field location of services 72 hours prior to beginning. Contractor to field verify location and elevation of all utility points of connection prior to construction of any proposed utilities. Contractor to notify engineer immediately if there is any discrepancy. Contractor to pothole all existing utilities at proposed crossings prior to construction of new utilities to verify depths of existing lines. Contact engineer immediately if any conflicts are discovered. Provide means and measures to protect adjacent property from damage during utility installation. Pipe lengths shown are from center of structure to center of structure or end of end section. Install tracker wire with all non-conductive utilities per city specifications. Connect to City utilities in accordance with City of Chanhassen standards. Deflect water to maintain 18-inch minimum outside separation at sewer crossings. Center pipe lengths to provide greatest separation between joints. Insulate as required up to 24 inches per City Detail Plate No. 2204. All joints and connections in the storm sewer system shall be gastight or watertight. Approved resilient rubber joints must be used to make watertight connections to manholes , catch basins and other structures. Adjust structures to final grade where disturbed. Comply with requirements of utility. Meet requirements for traffic loading in paved areas. Catch basins in curb and gutter are sumped 2 inches below the gutter grade per detail C7.2/1. Reserved. Reserved. Reserved. Compact cohesive soils in paved areas to 95% of maximum dry density, standard proctor (ASTM D698) except the top 3 feet which shall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. the soils shall be within 3% of optimum moisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of modified proctor density (ASTM D1557). Maintain 7.5' cover on watermain 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. UTILITY NOTES 533 0+001+002+003+00DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT. DROP 1 FT.DROP 1 FT.GF=927.1919.8FBWO919.3GF=926.6919.3FBWO918.8GF=924.5917.2FBWO916.7GF=922.9915.6FBWO915.1GF=921.8914.5FBWO914.0GF=930.6 923.3 FBWO 922.8 GF=932.2 924.9 FBLO 924.4 GF=929.6 922.3 FBWO 921.8 16745SAN>SAN>SAN>SAN>SAN>STS>>STS>>STS>>STS>>STS>>STSSTSSTS>SAN>0+001+002+003+00 STS >>STS>>STS>>0+00 1+001+6 4 . 7 1 CB 104 CB 103 CBMH 102 MH 101 CB 111 CB 112 SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>EX. STMH 512 R36'R64'R36' R64'R20'R20'R336.82'R308.82'28'B-B28'B-BC7.2 3 STREET INTERSECTION CONCRETE VALLEY GUTTER 900 905 910 915 920 925 930 SAN MH 41-040 RIM: 926.07 INL (E): 900.77 INL (S): 912.10 INV: 900.67 STORM SEWER STORM SEWER SAN MH 41-041 RIM: 921.57 INL (SE): 901.48 INV: 901.38 FINISHED GRADE EXISTING GRADE EXISTING 1 2 " P V C C 9 0 0 W A T E R M A I N 5.20% 1.56% EXISTING - 8" PVC SDR 26 SANITARY SE W E RGRADE BREAK STA = 0+17.44ELEV = 919.704PVI STA: 1+78.49 PVI ELEV: 922.21 K: 54.73 LVC: 199.24 AD: 3.64%BVCS: 0+78.87BVCE: 920.66EVCS: 2+78.11EVCE: 927.39900 905 910 915 920 925 900 905 910 915 920 925 25' - 15" RCP CL. V @ 0.5% 39' - 18" RCP CL. V @ 0.5%51' - 15" RCP CL. V @ 0.5% 22' - 15" RCP CL. V @ 0.5% 25' - 15" RCP CL. V @ 0.5% CB 112 RIM: 922.25 INV: 917.82 48" DIA PER DETAIL C7.1/4 CB 111 RIM: 922.19 INL (N): 917.70 INV: 915.57 48" DIA PER DETAIL C7.1/4 MH 101 RIM: 921.86 INL (NW): 915.38 INL (E): 915.58 INV: 914.93 48" DIA W/ 3' SUMP & SKIMMER PER DETAIL C7.4/8 CBMH 102 RIM: 919.45 INL (E): 915.84 INV: 915.84 48" DIA PER DETAIL C7.1/4 R-4341-A BEEHIVE CB 103 RIM: 920.01 INL (NE): 915.95 INV: 915.95 48" DIA PER DETAIL C7.1/4 CB 104 RIM: 920.06 INV: 916.08 48" DIA PER DETAIL C7.1/4 SANITARY SANITARY WATERMAIN 3.1' SEPARATION BETWEEN STORM SEWER AND EXISTING WATERMAIN 2.6' SEPARATION BETWEEN STORM SEWER AND EXISTING WATERMAIN. FINISHED GRADE EXISTING GRADE CL MILLS LANE 895 EG:FG:-0+25 EG: 920.05FG: 920.050+00 EG: 919.83FG: 919.83EG: 920.58FG: 920.580+50 EG: 921.14FG: 921.14EG: 921.69FG: 921.691+00 EG: 922.25FG: 922.25EG: 922.80FG: 922.801+50 EG: 923.36FG: 923.36EG: 923.91FG: 923.912+00 EG: 924.47FG: 924.47EG: 925.02FG: 925.022+50 EG: 925.57FG: 925.57EG: 926.13FG: 926.133+00 EG: 926.68FG: 926.68895 895 EG:FG:-0+25 EG: 924.00FG: 922.050+00 EG: 922.85FG: 922.39EG: 921.23FG: 922.140+50 EG: 919.49FG: 921.53EG: 919.42FG: 920.741+00 EG: 920.10FG: 920.68EG: 920.87FG: 920.411+50 EG:FG:EG:FG:2+00 EG:FG:2+25 PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 PROJECT NO. FILE NAME LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. PROJECT CERTIFICATION 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN FINAL PLAT SUBMITTAL SEPTEMBER 30, 2022 SCD14001.CUD 2022LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan 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. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No.Date: 09/30/2022 1 C501SCD001A.DWG MILLS LANE NW STREET & STORM C5.1A NORTH 0 30 60 GENERAL NOTES For construction staking and surveying services contact Landform Professional Services at 612.252.9070.1. Pipe materials - Refer to utility profiles and 2021 City of Chanhassen standards specifications. Contact utility service providers for field location of services 72 hours prior to beginning. Contractor to field verify location and elevation of all utility points of connection prior to construction of any proposed utilities. Contractor to notify engineer immediately if there is any discrepancy. Contractor to pothole all existing utilities at proposed crossings prior to construction of new utilities to verify depths of existing lines. Contact engineer immediately if any conflicts are discovered. Provide means and measures to protect adjacent property from damage during utility installation. Pipe lengths shown are from center of structure to center of structure or end of end section. Install tracker wire with all non-conductive utilities per city specifications. Connect to City utilities in accordance with City of Chanhassen standards. Deflect water to maintain 18-inch minimum outside separation at sewer crossings. Center pipe lengths to provide greatest separation between joints. Insulate as required up to 24 inches per City Detail Plate No. 2204. All joints and connections in the storm sewer system shall be gastight or watertight. Approved resilient rubber joints must be used to make watertight connections to manholes , catch basins and other structures. Adjust structures to final grade where disturbed. Comply with requirements of utility. Meet requirements for traffic loading in paved areas. Catch basins in curb and gutter are sumped 2 inches below the gutter grade per detail C7.2/1. Reserved. Reserved. Reserved. Compact cohesive soils in paved areas to 95% of maximum dry density, standard proctor (ASTM D698) except the top 3 feet which shall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. the soils shall be within 3% of optimum moisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of modified proctor density (ASTM D1557). Maintain 7.5' cover on watermain 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. UTILITY NOTES MILLS LANE NWSEE SHEET C5.1BSEE SHEET C5.1BVERTICAL SCALE = 1":3' MILLS LANE NW Refer to sheet C2.2 for typical street cross sections19. PAVING NOTES CB 112 - CB 104 534 SANSAN >SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>3+006+95. 1 6 3+00 4+00 5+00 6+00 SAN>SAN>MILLS LANE NW 3+003+00 4+00 5+00 6+00 6+95. 1 6 DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT. DROP 1 FT. DROP 1 FT. GF=930.6 GF=932.9 925.6 GF=934.3 927.0 GF=935.7 930.2 GF=935.1 927.8 GF=936.1 928.8 GF=936.2 928.9 FBWO BLOCK 5R20'R100.43'R20'28'B-BC7.2 3 STREET INTERSECTION CONCRETE VALLEY GUTTER R72.43'900 905 910 915 920 925 930 935 940 945 FINISHED GRADE FINISHED GRADE EXISTING GRADE 2.00%-1.00% 1.21% 5.20% GRADE BREAK STA = 6+78.83 ELEV = 935.033 PVI STA: 3+79.78 PVI ELEV: 932.68 K: 34.09 LVC: 135.96 AD: -3.99%BVCS: 3+11.80BVCE: 929.14EVCS: 4+47.76EVCE: 933.50PVI STA: 6+03.83 PVI ELEV: 935.39 K: 45.45 LVC: 100.47 AD: -2.21%BVCS: 5+53.59BVCE: 934.78EVCS: 6+54.07EVCE: 934.89PVI STA: 6+65.66 PVI ELEV: 934.77 K: 0.34 LVC: 1.01 AD: 3.00% BVCS: 6+65.15 BVCE: 934.77 EVCS: 6+66.17 EVCE: 934.78 LP STA: 6+65.49 LP ELEV: 934.77 EVCS: 2+78.11EVCE: 927.39EG: 925.57FG: 925.57EG: 926.13FG: 926.133+00 EG: 926.68FG: 926.68EG: 927.23FG: 927.233+50 EG: 927.79FG: 927.79EG: 928.34FG: 928.344+00 EG: 928.89FG: 928.89EG: 929.44FG: 929.444+50 EG: 929.99FG: 929.99EG: 930.54FG: 930.545+00 EG: 931.10FG: 931.10EG: 931.65FG: 931.655+50 EG: 932.20FG: 932.20EG: 932.75FG: 932.756+00 EG: 933.30FG: 933.30EG: 933.88FG: 933.886+50 EG: 934.34FG: 934.34EG:FG:7+00 EG:FG:7+25 PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 PROJECT NO. FILE NAME LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. PROJECT CERTIFICATION 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN FINAL PLAT SUBMITTAL SEPTEMBER 30, 2022 SCD14001.CUD 2022LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan 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. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No.Date: 09/30/2022 1 C501SCD001B.DWG MILLS LANE NW STREET & STORM C5.1B NORTH 0 30 60 GENERAL NOTES For construction staking and surveying services contact Landform Professional Services at 612.252.9070.1. Pipe materials - Refer to utility profiles and 2021 City of Chanhassen standards specifications. Contact utility service providers for field location of services 72 hours prior to beginning. Contractor to field verify location and elevation of all utility points of connection prior to construction of any proposed utilities. Contractor to notify engineer immediately if there is any discrepancy. Contractor to pothole all existing utilities at proposed crossings prior to construction of new utilities to verify depths of existing lines. Contact engineer immediately if any conflicts are discovered. Provide means and measures to protect adjacent property from damage during utility installation. Pipe lengths shown are from center of structure to center of structure or end of end section. Install tracker wire with all non-conductive utilities per city specifications. Connect to City utilities in accordance with City of Chanhassen standards. Deflect water to maintain 18-inch minimum outside separation at sewer crossings. Center pipe lengths to provide greatest separation between joints. Insulate as required up to 24 inches per City Detail Plate No. 2204. All joints and connections in the storm sewer system shall be gastight or watertight. Approved resilient rubber joints must be used to make watertight connections to manholes , catch basins and other structures. Adjust structures to final grade where disturbed. Comply with requirements of utility. Meet requirements for traffic loading in paved areas. Catch basins in curb and gutter are sumped 2 inches below the gutter grade per detail C7.2/1. Reserved. Reserved. Reserved. Compact cohesive soils in paved areas to 95% of maximum dry density, standard proctor (ASTM D698) except the top 3 feet which shall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. the soils shall be within 3% of optimum moisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of modified proctor density (ASTM D1557). Maintain 7.5' cover on watermain 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. UTILITY NOTES MILLS LANE NWSEE SHEET C5.1ASEE SHEET C5.1AVERTICAL SCALE = 1":3' MILL S D RI V E SEE SHEET C5.2ARefer to sheet C2.2 for typical street cross sections19. PAVING NOTES 535 885 890 895 900 905 910 915 920 EG:FG:-0+25 EG: 912.95FG:0+00 EG: 912.43FG:EG: 911.43FG: 911.930+50 EG: 910.43FG: 912.46EG: 909.43FG: 913.631+00 EG: 908.44FG: 915.54EG: 907.45FG: 916.351+50 EG: 907.16FG: 917.87EG: 906.87FG: 918.192+00 EG: 905.48FG: 918.13EG: 903.90FG: 918.532+50 EG: 902.32FG: 917.92EG: 902.12FG: 916.333+00 EG: 907.19FG: 915.59EG: 910.46FG: 915.603+50 EG: 911.30FG: 915.11EG: 911.85FG: 914.984+00 EG: 912.58FG: 916.46EG: 914.44FG: 919.204+50 EG: 919.45FG: 921.30EG: 923.93FG: 921.885+00 EG: 926.85FG: 924.24EG: 927.69FG: 927.745+50 EG: 928.52FG: 929.3356' - 8" HDPE @ 11.3% 49' - 8" H D P E @ 3 . 0 % 159' - 8" HD P E @ 2 . 0 % CBMH 304 RIM: 929.02 INL (S): 924.06 INL (E): 924.06 INV: 924.06 NYLOPLAST DRAIN PER DETAIL C7.1/11 CBMH 303 RIM: 921.75 INL (S): 917.75 INL (E): 917.75 INV: 917.75 NYLOPLAST DRAIN PER DETAIL C7.1/11 CBMH 302 RIM: 919.64 INL (S): 916.28 INV: 912.28 NYLOPLAST DRAIN PER DETAIL C7.1/11 MH 301 RIM: 915.99 INL (SW): 909.10 INV: 909.10 48" DIA SEE DETAIL C7.4/4 FINISHED GRADE EXISTING GRADE STMH 501 RIM: 912.76 INL (SE): 905.12 INV: 892.78 282' - 8" HD P E @ 2 . 0 % CONNECT TO STMH 501 AT INV = 903.47 San Sewer-Public.45R=240.00Δ=75°32'48"N01°05'17"E 1540.84SAN>SANSAN>SAN>SAN>SANSA N>>>>>STS>>STS>>STS>>STS>>STS >> STS S T S>>S T S>>S T S>>S T S>>ST S>>ST S>>1+00 2+00STS>>STS>>STS>>STS>>STS>>0+001+64.710+00 1+00 2+003+004+00CB 104CB 111 CB 112 MH 301 CBMH 302 SAN>SAN>SAN>SA N>SA N>SA N>SA N>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >> S A N > SA N > SA N > SA N > SA N > SA N > SA N > 1+00 2+00 DR O P 1 F T . DROP 1 F T . DROP 1 FT.DROP 1 FT.DROP 1 FT. GF=927.1 919.8 FBWO 919.3 GF=926.6 919.3 FBWO 918.8 GF=924.5 917.2 FBWO 916.7 GF=92 2 . 9 915.6 FBWO 915.1 GF= 9 2 1 . 8 914. 5 FB W O 914. 0 1 2 3 4 5 BLOCK 4 EDGE OF PLOWED FIELDXXXXXXX>>STORM 300 SERIS HORZ. SCALE: 1"=30' VERT. SCALE: 1"=3' PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 PROJECT NO. FILE NAME LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. PROJECT CERTIFICATION 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN FINAL PLAT SUBMITTAL SEPTEMBER 30, 2022 SCD14001.CUD 2022LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan 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. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No.Date: 09/30/2022 1 C501SCD001C.DWG BLOCK 3 REAR YARDS STORM C5.1C NORTH 0 30 60 GENERAL NOTES For construction staking and surveying services contact Landform Professional Services at 612.252.9070.1. Pipe materials - Refer to utility profiles and 2021 City of Chanhassen standards specifications. Contact utility service providers for field location of services 72 hours prior to beginning. Contractor to field verify location and elevation of all utility points of connection prior to construction of any proposed utilities. Contractor to notify engineer immediately if there is any discrepancy. Contractor to pothole all existing utilities at proposed crossings prior to construction of new utilities to verify depths of existing lines. Contact engineer immediately if any conflicts are discovered. Provide means and measures to protect adjacent property from damage during utility installation. Pipe lengths shown are from center of structure to center of structure or end of end section. Install tracker wire with all non-conductive utilities per city specifications. Connect to City utilities in accordance with City of Chanhassen standards. Deflect water to maintain 18-inch minimum outside separation at sewer crossings. Center pipe lengths to provide greatest separation between joints. Insulate as required up to 24 inches per City Detail Plate No. 2204. All joints and connections in the storm sewer system shall be gastight or watertight. Approved resilient rubber joints must be used to make watertight connections to manholes , catch basins and other structures. Adjust structures to final grade where disturbed. Comply with requirements of utility. Meet requirements for traffic loading in paved areas. Catch basins in curb and gutter are sumped 2 inches below the gutter grade per detail C7.2/1. Reserved. Reserved. Reserved. Compact cohesive soils in paved areas to 95% of maximum dry density, standard proctor (ASTM D698) except the top 3 feet which shall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. the soils shall be within 3% of optimum moisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of modified proctor density (ASTM D1557). Maintain 7.5' cover on watermain 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. UTILITY NOTES VERTICAL SCALE = 1":3'536 910 915 920 925 930 935 940 CBMH 309 RIM: 934.59 INL (E): 930.94 INV: 930.94 NYLOPLAST DRAIN PER DETAIL C7.1/11 56' - 8" HD P E @ 2 . 5 % 56' - 8" HD P E @ 2 . 5 % 54' - 8" HD P E @ 2 . 5 % 55' - 8" HD P E @ 2 . 5 % 55' - 8" HD P E @ 2 . 5 %56' - 8" HDPE @ 11.3% CBMH 308 RIM: 933.40 INL (S): 929.54 INL (E): 929.54 INV: 929.54 NYLOPLAST DRAIN PER DETAIL C7.1/11 CBMH 307 RIM: 932.29 INL (S): 928.15 INL (E): 928.15 INV: 928.15 NYLOPLAST DRAIN PER DETAIL C7.1/11 CBMH 306 RIM: 931.21 INL (S): 926.80 INL (E): 926.80 INV: 926.80 NYLOPLAST DRAIN PER DETAIL C7.1/11 CBMH 305 RIM: 930.11 INL (S): 925.43 INL (E): 925.43 INV: 925.43 NYLOPLAST DRAIN PER DETAIL C7.1/11 CBMH 304 RIM: 929.02 INL (S): 924.06 INL (E): 924.06 INV: 924.06 NYLOPLAST DRAIN PER DETAIL C7.1/11 CBMH 303 RIM: 921.75 INL (S): 917.75 INL (E): 917.75 INV: 917.75 NYLOPLAST DRAIN PER DETAIL C7.1/11 FINISHED GRADE EXISTING GRADESAN >>2+003+006+95. 1 6 STS >>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>STSSTS>>4+0 0 5+00 6+00 7+00 8+00 8+34.27 CBMH 302 CBMH 303 CBMH 304 CBMH 305 CBMH 306 CBMH 307 CBMH 308 CBMH 309SAN>SAN>SAN>SAN>SAN>MILLS DRIVE2+003+006+95. 1 6 DROP 1 FT.GF=927.1GF=936.4 936.7(FFE) SOG 936.2 GF=936.1 936.4(FFE) SOG 935.9 GF=935.5 936.8(FFE) SOG 935.3 GF=934.8 935.1(FFE) SOG 934.6 GF=933.9 934.2(FFE) SOG 933.7 GF=932.2 924.9 FBLO 924.4 GF=929.6 922.3 FBWO 921.8 1234567BLOCK 3>IBOULDERRET. WALXXX X XXTW ELEV. 921.2BW ELEV. 918.07TW ELEV. 930.8BW ELEV. 927.1XXXCBRE=924.8IE=920.7>>>>CB CLEAN OUT INV: 927.48 PER DETAIL C7.4/5 CLEAN OUT INV: 928.82 PER DETAIL C7.4/5 CLEAN OUT INV: 930.38 PER DETAIL C7.4/5 CLEAN OUT INV: 931.60 PER DETAIL C7.4/5 CLEAN OUT INV: 926.11 PER DETAIL C7.4/5 CLEAN OUT INV: 924.72 PER DETAIL C7.4/5 CLEAN OUT INV: 918.47 PER DETAIL C7.4/5 885 FG: 921.885+00 EG: 926.85FG: 924.24EG: 927.69FG: 927.745+50 EG: 928.52FG: 929.33EG: 929.23FG: 929.836+00 EG: 929.81FG: 930.33EG: 930.41FG: 930.836+50 EG: 930.71FG: 931.33EG: 930.87FG: 931.837+00 EG: 931.33FG: 932.33EG: 932.07FG: 932.837+50 EG: 933.53FG: 933.33EG: 933.79FG: 934.468+00 EG: 934.38FG: 935.68EG:FG:8+50 EG:FG:8+75 STORM 300 SERIS HORZ. SCALE: 1"=30' VERT. SCALE: 1"=3' PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 PROJECT NO. FILE NAME LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. PROJECT CERTIFICATION 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN FINAL PLAT SUBMITTAL SEPTEMBER 30, 2022 SCD14001.CUD 2022LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan 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. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No.Date: 09/30/2022 1 C501SCD001D.DWG BLOCK 3 REAR YARDS STORM C5.1D NORTH 0 30 60 GENERAL NOTES For construction staking and surveying services contact Landform Professional Services at 612.252.9070.1. Pipe materials - Refer to utility profiles and 2021 City of Chanhassen standards specifications. Contact utility service providers for field location of services 72 hours prior to beginning. Contractor to field verify location and elevation of all utility points of connection prior to construction of any proposed utilities. Contractor to notify engineer immediately if there is any discrepancy. Contractor to pothole all existing utilities at proposed crossings prior to construction of new utilities to verify depths of existing lines. Contact engineer immediately if any conflicts are discovered. Provide means and measures to protect adjacent property from damage during utility installation. Pipe lengths shown are from center of structure to center of structure or end of end section. Install tracker wire with all non-conductive utilities per city specifications. Connect to City utilities in accordance with City of Chanhassen standards. Deflect water to maintain 18-inch minimum outside separation at sewer crossings. Center pipe lengths to provide greatest separation between joints. Insulate as required up to 24 inches per City Detail Plate No. 2204. All joints and connections in the storm sewer system shall be gastight or watertight. Approved resilient rubber joints must be used to make watertight connections to manholes , catch basins and other structures. Adjust structures to final grade where disturbed. Comply with requirements of utility. Meet requirements for traffic loading in paved areas. Catch basins in curb and gutter are sumped 2 inches below the gutter grade per detail C7.2/1. Reserved. Reserved. Reserved. Compact cohesive soils in paved areas to 95% of maximum dry density, standard proctor (ASTM D698) except the top 3 feet which shall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. the soils shall be within 3% of optimum moisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of modified proctor density (ASTM D1557). Maintain 7.5' cover on watermain 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. UTILITY NOTES VERTICAL SCALE = 1":3'537 910 915 920 925 930 935 940 945 0.60% -1.55%GRADE BREAK STA = 1+20.86ELEV = 937.511PVI STA: 2+00.00 PVI ELEV: 937.99 K: 26.41 LVC: 100.00 AD: -3.79%BVCS: 1+50BVCE: 937.69EVCS: 2+50EVCE: 936.39PVI STA: 3+00.00 PVI ELEV: 934.80 K: 61.21 LVC: 100.00 AD: 1.63%BVCS: 2+50BVCE: 936.39EVCS: 3+50EVCE: 934.02FINISHED GRADE EXISTING GRADESAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>>STS >>STS>>STS>>STS>>SAN>SAN>SAN>S A N>SAN>SAN>SAN>SAN>SAN>SAN>1+00 2+00 3+0 0 4+005+006+00 7+00 7+37.876+95.16STS >>STS >>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>0 + 0 0 1+002+003+003+04.648+34.270+001+002+002+40.840+ 0 0 1+00 1+32.23 CB 132 CB 131 CB 123 CB 124 CBMH 122 MH 121 CBMH 309 CBMH 405 CBMH 404 CBMH 403 CBMH 402 FES 401 STS>>FES 411 CBMH 412 CBMH 4130+001+001+30.700+00 1+00 1+51.52 3+80.960+000+35.03SAN>SAN>MILLS DRIVE 1+00 2+00 3+0 0 4+005+006+00 7+00 7+37.876+95.16DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.GF=926.5 926.8 (FFE) SOG 926.3 GF=928.8 929.1 (FFE) SOG 928.6 GF=930.8 931.1 (FFE) SOG 930.6 GF=936.2928.9FBWO928.4GF=936.2928.9FBWO928.4GF=935.3928.0FBWO927.5GF=934.5927.2FBWO926.7GF=931.8931.2(FFE)SOG931.6GF=933.6926.3FBWO925.8GF=932.5932.8(FFE)SOG932.3GF=933.7934.0(FFE)SOG933.5GF=934.5934.8(FFE)SOG934.3GF=936.3936.6(FFE)SOG936.1346.68 N88°54'43"W 7 8 9 10 11 321 5 4 3 2 1 BLOCK 1 BLOCK 2 HWL = 921.95C7.2 3 STREET INTERSECTION CONCRETE VALLEY GUTTER R20' R20'R34.5'R65.5'31'B-B>>IIB-4 WETLAND #3 20' CITY WETLAND BUFFER 30' CITY WETLAND BUFFER SETBACK (TYP)MILLS LANEMILLS DRIVE HORZ. SCALE: 1"=30' VERT. SCALE: 1"=3' 905 EG:FG:-0+25 EG: 936.58FG:0+00 EG: 936.52FG:EG: 936.68FG:0+50 EG: 937.01FG:EG: 937.29FG:1+00 EG: 937.56FG: 937.54EG: 937.88FG: 937.691+50 EG: 934.16FG: 937.72EG: 933.64FG: 937.512+00 EG: 933.11FG: 937.07EG: 932.58FG: INFINITY2+50 EG: 932.06FG: 935.65EG: 931.38FG: 935.003+00 EG: 930.69FG: 934.46EG: 930.02FG: 934.023+50 EG: 929.36FG: 933.64EG: 928.68FG: 933.254+00 EG: 928.01FG: 932.86EG: 927.334+50 PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 PROJECT NO. FILE NAME LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. PROJECT CERTIFICATION 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN FINAL PLAT SUBMITTAL SEPTEMBER 30, 2022 SCD14001.CUD 2022LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan 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. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No.Date: 09/30/2022 1 C502SCD001A.DWG MILLS DRIVE STREET PLANS C5.2A NORTH 0 30 60 GENERAL NOTES For construction staking and surveying services contact Landform Professional Services at 612.252.9070.1. Pipe materials - Refer to utility profiles and 2021 City of Chanhassen standards specifications. Contact utility service providers for field location of services 72 hours prior to beginning. Contractor to field verify location and elevation of all utility points of connection prior to construction of any proposed utilities. Contractor to notify engineer immediately if there is any discrepancy. Contractor to pothole all existing utilities at proposed crossings prior to construction of new utilities to verify depths of existing lines. Contact engineer immediately if any conflicts are discovered. Provide means and measures to protect adjacent property from damage during utility installation. Pipe lengths shown are from center of structure to center of structure or end of end section. Install tracker wire with all non-conductive utilities per city specifications. Connect to City utilities in accordance with City of Chanhassen standards. Deflect water to maintain 18-inch minimum outside separation at sewer crossings. Center pipe lengths to provide greatest separation between joints. Insulate as required up to 24 inches per City Detail Plate No. 2204. All joints and connections in the storm sewer system shall be gastight or watertight. Approved resilient rubber joints must be used to make watertight connections to manholes , catch basins and other structures. Adjust structures to final grade where disturbed. Comply with requirements of utility. Meet requirements for traffic loading in paved areas. Catch basins in curb and gutter are sumped 2 inches below the gutter grade per detail C7.2/1. Reserved. Reserved. Reserved. Compact cohesive soils in paved areas to 95% of maximum dry density, standard proctor (ASTM D698) except the top 3 feet which shall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. the soils shall be within 3% of optimum moisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of modified proctor density (ASTM D1557). Maintain 7.5' cover on watermain 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. UTILITY NOTES MILLS DRIVE SEE SHEET C5.2BSEE SHEET C5.2B SEE SHEET C5.1A VERTICAL SCALE = 1"=3' Refer to sheet C2.2 for typical street cross sections Refer to sheets 8.1 for Mill Drive Cross Sections. 19. 20. PAVING NOTES 538 905 910 915 920 925 930 935 -5.0 0 % -1.80%EG: 928.01FG: 932.86EG: 927.33FG: 932.474+50 EG: 926.65FG: 932.02EG: 925.98FG: 931.375+00 EG: 925.29FG: 930.50EG: 924.60FG: 929.415+50 EG: 923.93FG: 928.16EG: 923.26FG: 926.936+00 EG: 922.58FG: 925.86EG: 921.89FG: 924.996+50 EG: 921.87FG: 924.32EG: 924.04FG: 923.837+00 EG: 923.52FG:EG:FG:7+50 EG:FG:7+75GRADE BREAK STA = 7+21.43ELEV = 923.449PVI STA: 5+06.36 PVI ELEV: 931.60 K: 29.01 LVC: 100.00 AD: -3.45%BVCS: 4+56.36BVCE: 932.37EVCS: 5+56.36EVCE: 929.10PVI STA: 6+40.00 PVI ELEV: 924.91 K: 31.25 LVC: 100.00 AD: 3.20%BVCS: 5+90BVCE: 927.41EVCS: 6+90EVCE: 924.0111 5 ' - 1 5 " R C P C L . V @ 6 . 9 % CB 131 RIM: 928.78 INL (SW): 924.35 INV: 924.35 48" DIA PER DETAIL C7.1/4 CB 123 RIM: 923.84 INL (S): 916.41 INL (W): 916.41 INV: 916.21 48" DIA PER DETAIL C7.1/4 FINISHED GRADE EXISTING GRADE AVIENDA P A R K W A Y>SAN >SAN >SAN >SAN >SAN >SAN >SAN >SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS>>STS>>STS>>STS>>STS>>STS>>STS>>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN >SAN>SAN>SAN>SAN>SAN>SAN>SAN3+004+00 5+00 6+007+007+37.876+95. 1 6 5+00 6+00 STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS>>STS >>STS >>0+001+00 2+00 3+00 3+04.64 CB 132 CB 131 CB 123 CB 124 CBMH 122 MH 121 0+00 2+00 3+00 3+80.96 0+0 0 0+3 5 . 0 3 SAN>SAN>MILLS DRIVEMILLS LANE NW 3+004+00 5+00 6+007+007+37.875+00 6+00 6+95. 1 6 DROP 1 FT. DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT. DROP 1 FT.DROP 1 FT.DROP 1 FT.GF=926.5926.8 (FFE)SOG926.3GF=928.8929.1 (FFE)SOG928.6GF=930.8931.1 (FFE)SOG930.6GF=934.3 FBWO 926.5 GF=935.7 930.2 FBWO 929.7 GF=935.1 927.8 FBWO 927.3 GF=936.1 928.8 FBWO 928.3 GF=936.2 928.9 FBWO 928.4 GF=936.2 928.9 FBWO 928.4 GF=935.3 928.0 FBWO 927.5 GF=934.5 927.2 FBWO 926.7 GF=931.8 931.2(FFE) SOG 931.6 GF=933.6 926.3 FBWO 925.8 GF=932.5 932.8(FFE) SOG 932.3 GF=933.7 934.0(FFE) SOG 933.5 GF=934.5 934.8(FFE) SOG 934.3 GF=936.3 936.6(FFE) SOG 936.1 GF=936.4 936.7(FFE) SOG 936.2 GF=936.1 936.4(FFE) SOG 935.9 GF=935.5 936.8(FFE) SOG 935.3 GF=934.8 935.1(FFE) SOG 934.6 4567891011321543211234BLOCK 3BLOCK 1BLOCK 2MILLS DRIVER65.5'R34.5'R20'R20'31'31'B-4B-13B-30PRIVATEPUBLIC915 920 925 915 920 925 172' - 18" RCP CL. V @ 0.5% 84' - 18" RCP CL. V @ 0.5% 28' - 15" RCP CL. V @ 0.5% 19' - 18" PVC @ 0.0% CB 124 RIM: 923.84 INV: 916.55 48" DIA PER DETAIL C7.1/4 CB 123 RIM: 923.84 INL (S): 916.41 INL (W): 916.41 INV: 916.21 48" DIA PER DETAIL C7.1/4 CBMH 122 RIM: 922.90 INL (S): 915.79 INV: 915.79 48" DIA PER DETAIL C7.1/4 R-4341-A BEEHIVE MH 121 RIM: 926.26 INL (S): 914.93 INV: 914.93 48" DIA W/ 3' SUMP & SKIMMER PER DETAIL C7.4/8 WATERMAIN 2.1' SEPARATION BETWEEN STORM SEWER AND WATERMAIN FINISHED GRADE EXISTING GRADE 905 905 EG:FG:-0+25 EG: 920.71FG: 926.860+00 EG: 920.20FG: 926.80EG: 920.48FG: 926.330+50 EG: 920.40FG: 925.65EG: 920.83FG: 925.201+00 EG: 920.78FG: 924.50EG: 920.74FG: 923.921+50 EG: 920.80FG: 923.30EG: 921.04FG: 923.322+00 EG: 921.27FG: 924.56EG: 921.55FG: 924.732+50 EG: 924.42FG: 924.03EG: 924.48FG: 924.083+00 EG:FG:EG:FG:3+50 EG:FG:3+75 PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 PROJECT NO. FILE NAME LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. PROJECT CERTIFICATION 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN FINAL PLAT SUBMITTAL SEPTEMBER 30, 2022 SCD14001.CUD 2022LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan 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. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No.Date: 09/30/2022 1 C502SCD001B.DWG MILLS DRIVE STREET & STORM C5.2B NORTH 0 30 60 GENERAL NOTES For construction staking and surveying services contact Landform Professional Services at 612.252.9070.1. Pipe materials - Refer to utility profiles and 2021 City of Chanhassen standards specifications. Contact utility service providers for field location of services 72 hours prior to beginning. Contractor to field verify location and elevation of all utility points of connection prior to construction of any proposed utilities. Contractor to notify engineer immediately if there is any discrepancy. Contractor to pothole all existing utilities at proposed crossings prior to construction of new utilities to verify depths of existing lines. Contact engineer immediately if any conflicts are discovered. Provide means and measures to protect adjacent property from damage during utility installation. Pipe lengths shown are from center of structure to center of structure or end of end section. Install tracker wire with all non-conductive utilities per city specifications. Connect to City utilities in accordance with City of Chanhassen standards. Deflect water to maintain 18-inch minimum outside separation at sewer crossings. Center pipe lengths to provide greatest separation between joints. Insulate as required up to 24 inches per City Detail Plate No. 2204. All joints and connections in the storm sewer system shall be gastight or watertight. Approved resilient rubber joints must be used to make watertight connections to manholes , catch basins and other structures. Adjust structures to final grade where disturbed. Comply with requirements of utility. Meet requirements for traffic loading in paved areas. Catch basins in curb and gutter are sumped 2 inches below the gutter grade per detail C7.2/1. Reserved. Reserved. Reserved. Compact cohesive soils in paved areas to 95% of maximum dry density, standard proctor (ASTM D698) except the top 3 feet which shall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. the soils shall be within 3% of optimum moisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of modified proctor density (ASTM D1557). Maintain 7.5' cover on watermain 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. UTILITY NOTES MILLS DRIVE SEE SHEET C5.2ASEE SHEET C5.2ACB 124 - STMH 121 VERTICAL SCALE = 1":3' Refer to sheet C2.2 for typical street cross sections Refer to sheets 8.1 for Mill Drive Cross Sections. 19. 20. PAVING NOTES 539 915 920 925 930 935 915 920 925 930 935 EG:FG:-0+25 EG: 933.76FG: 932.370+00 EG: 933.46FG: 933.51EG: 933.63FG: 931.880+50 EG: 932.83FG: 931.41EG: 932.13FG: 930.491+00 EG: 930.47FG: 929.56EG: 929.16FG: 928.641+50 EG: 928.17FG: 929.18EG: 927.29FG: 929.512+00 EG: 924.32FG: 928.06EG:FG:2+50 EG:FG:2+75 CBMH 405 RIM: 932.37 INL (E): 926.68 INV: 928.37 NYLOPLAST DRAIN PER DETAIL C7.1/11 56' - 8" H D P E @ 2 . 5 % CBMH 404 RIM: 931.39 INL (N): 926.96 INL (E): 926.96 INV: 926.96 NYLOPLAST DRAIN PER DETAIL C7.1/11 55' - 8" H D P E @ 2 . 5 % CBMH 403 RIM: 930.10 INL (N): 925.57 INL (E): 925.57 INV: 925.57 NYLOPLAST DRAIN PER DETAIL C7.1/11 55' - 8" HDPE @ 1.0 % CBMH 402 RIM: 928.06 INL (N): 925.02 INL (E): 924.48 INV: 924.48 48" DIA W/ 3' SUMP & SKIMMER PER DETAIL C7.4/8 75' - 8" HDPE @ 1.0 % FES 401 INV= 923.73 PER DETAIL C7.3/7 RIP-RAP PER DETAIL C7.1/5 FINISHED GRADE EXISTING GRADEMILLS DRIVE2+003+004+00 5+00 6+006+95. 1 6 DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.GF=926.5926.8 (FFE)SOG926.3GF=928.8929.1 (FFE)SOG928.6GF=930.8931.1 (FFE)SOG930.6GF=936.2 928.9 FBWO 928.4 GF=935.3 928.0 FBWO 927.5 GF=934.5 927.2 FBWO 926.7 GF=931.8 931.2(FFE) SOG 931.6 GF=933.6 926.3 FBWO 925.8 GF=932.5 932.8(FFE) SOG 932.3 GF=933.7 934.0(FFE) SOG 933.5 GF=934.5 934.8(FFE) SOG 934.3 GF=936.3 936.6(FFE) SOG 936.1 BASIN 31P HWL = 925.53 BOT = 924.0089101132154321BLOCK 1BLOCK 2HWL = 921.95SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN >2+003+004+00 5+00 6+006+95. 1 6 STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS >>STS >>STS>>STS>>STS>>STS >>STS >>STS>>1+00 2+00 3+00 3+04.64 0+00 1+00 2+00 2+40.84 0+001+001+32.23CB 132 CB 131 CB 123 CB 124 CBMH 122 MH 121 CBMH 405 CBMH 404 CBMH 403 CBMH 402 FES 401 STS>> FES 411 CBMH 412 CBMH 413 0+00 1+0 0 1+3 0 . 7 0 0+001+001+51.523+80.96 0+0 0 0+3 5 . 0 3 SAN>MILLS DRIVECLEAN OUT INV: 927.08 PER DETAIL C7.4/5 CLEAN OUT INV: 927.62 PER DETAIL C7.4/5 CLEAN OUT INV: 926.24 PER DETAIL C7.4/5 CLEAN OUT INV: 925.14 PER DETAIL C7.4/5 CLEAN OUT INV: 924.81 PER DETAIL C7.4/5 B-4WETLAND 320' CITY WETLANDBUFFER20' CITY WETLANDBUFFER30' CITY WETLANDBUFFER SETBACK (TYP)915 920 925 930 915 920 925 930 EG:FG:-0+25 EG: 927.77FG: 923.730+00 EG: 926.88FG: 928.78EG: 927.12FG: 930.100+50 EG: 926.41FG: 927.07EG: 926.39FG: 928.101+00 EG: 925.84FG: 925.75EG:FG:1+50 EG:FG:1+75 CBMH 412 RIM: 928.04 INL (E): 924.07 INV: 924.07 NYLOPLAST DRAIN PER DETAIL C7.1/11 CBMH 413 RIM: 926.68 INL (N): 924.25 INV: 924.25 NYLOPLAST DRAIN PER DETAIL C7.1/11 55' - 8" HDPE @ 0.3% 22' - 8" HDPE @ 0.3% FINISHED GRADE EXISTING GRADE FES 411 INV= 924.00 PER DETAIL C7.3/7 RIP-RAP PER DETAIL C7.1/5 910 915 920 925 930 935 910 915 920 925 930 935 EG:FG:-0+25 EG: 928.27FG: 928.270+00 EG: 927.88FG: 927.88EG:FG:0+50 EG:FG:0+75 CB 132 RIM: 928.81 INV: 925.33 48" DIA PER DETAIL C7.1/4 CB 131 RIM: 928.78 INL (SW): 924.35 INV: 924.35 48" DIA PER DETAIL C7.1/4 28' - 15 " R C P C L. V @ 3. 5 % FINISHED GRADE EXISTING GRADE WATERMAIN SANITARY SEWER PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 PROJECT NO. FILE NAME LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. PROJECT CERTIFICATION 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN FINAL PLAT SUBMITTAL SEPTEMBER 30, 2022 SCD14001.CUD 2022LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan 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. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No.Date: 09/30/2022 1 C502SCD001C.DWG BLOCK 1 & 2 REAR YARDS STORM C5.2C NORTH 0 30 60 GENERAL NOTES For construction staking and surveying services contact Landform Professional Services at 612.252.9070.1. Pipe materials - Refer to utility profiles and 2021 City of Chanhassen standards specifications. Contact utility service providers for field location of services 72 hours prior to beginning. Contractor to field verify location and elevation of all utility points of connection prior to construction of any proposed utilities. Contractor to notify engineer immediately if there is any discrepancy. Contractor to pothole all existing utilities at proposed crossings prior to construction of new utilities to verify depths of existing lines. Contact engineer immediately if any conflicts are discovered. Provide means and measures to protect adjacent property from damage during utility installation. Pipe lengths shown are from center of structure to center of structure or end of end section. Install tracker wire with all non-conductive utilities per city specifications. Connect to City utilities in accordance with City of Chanhassen standards. Deflect water to maintain 18-inch minimum outside separation at sewer crossings. Center pipe lengths to provide greatest separation between joints. Insulate as required up to 24 inches per City Detail Plate No. 2204. All joints and connections in the storm sewer system shall be gastight or watertight. Approved resilient rubber joints must be used to make watertight connections to manholes , catch basins and other structures. Adjust structures to final grade where disturbed. Comply with requirements of utility. Meet requirements for traffic loading in paved areas. Catch basins in curb and gutter are sumped 2 inches below the gutter grade per detail C7.2/1. Reserved. Reserved. Reserved. Compact cohesive soils in paved areas to 95% of maximum dry density, standard proctor (ASTM D698) except the top 3 feet which shall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. the soils shall be within 3% of optimum moisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of modified proctor density (ASTM D1557). Maintain 7.5' cover on watermain 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. UTILITY NOTES CBMH 413 - CBMH 412 CBMH 405 - FES 401 VERTICAL SCALE = 1":3' CB 131- CB 132 540 SAN >SAN >SAN >SAN >SAN>>SAN>SAN>SAN>SAN>SAN>SAN>SAN >SAN >SAN >SAN >SAN >SAN >SAN >SAN >SAN > SAN > SAN > STS >>STS >>STS >>STS >>STS >>>>STS >> STS >> STS >>STS>>STS >>STS >>STS >>STS >>STS >>0+001+00 2+00 3+00 4+00AVIENDA LANE S.0+001+00 2+00 3+00 4+00 DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.GF=916.5 908.5 FBWO 908.0 GF=917.5 909.5 FBWO 909.0 GF=918.4 910.4 FBWO 909.9 GF=919.8 911.8 FBWO 911.3 GF=921.5 913.5 FBWO 913.0 GF=922.5 914.5 FBWO 914.0 GF=923. 5 915.5 FBLO 918.5 1 2 3 4 5 6 7 BLOCK 6 C7.2 3 STREET INTERSECTION CONCRETE VALLEY GUTTER R20'R20'R112.96'R84.96'R327'R299'28'B-BB-26 CLEAN OUT CLEAN OUT BLUFF CREEK BLVD 900 905 910 915 920 925 930 1.20% -3.27 % -1.44%GRADE BREAK STA = 0+22.79ELEV = 921.335PVI STA: 0+85.00 PVI ELEV: 922.08 K: 22.36 LVC: 100.00 AD: -4.47%BVCS: 0+35BVCE: 921.48EVCS: 1+35EVCE: 920.45PVI STA: 2+25.00 PVI ELEV: 917.50 K: 54.63 LVC: 100.00 AD: 1.83%BVCS: 1+75BVCE: 919.14EVCS: 2+75EVCE: 916.78FINISHED GRADE EXISTING GRADE 890 EG:FG:-0+25 EG: 921.79FG:0+00 EG: 921.68FG: 921.36EG: 921.72FG: 921.610+50 EG: 921.29FG: 921.60EG: 921.01FG: 921.321+00 EG: 920.74FG: 920.75EG: 920.48FG: 919.951+50 EG: 920.18FG: 919.14EG: 919.87FG: 918.382+00 EG: 919.57FG: 917.73EG: 919.26FG: 917.202+50 EG: 918.96FG: 916.78EG: 918.65FG: 916.423+00 EG: 918.35FG: 916.06EG: 918.04FG: 915.703+50 EG: 917.74FG: 915.34EG: 917.45FG: 914.984+00 EG: 917.17FG: 914.62PRIVATE DRIVE S HORZ. SCALE: 1"=30' VERT. SCALE: 1"=3' PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 PROJECT NO. FILE NAME LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. PROJECT CERTIFICATION 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN FINAL PLAT SUBMITTAL SEPTEMBER 30, 2022 SCD14001.CUD 2022LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan 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. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No.Date: 09/30/2022 1 C503SCD001A.DWG AVIENDA LANE SOUTH STREET & STORM C5.3A NORTH 0 30 60 VERTICAL SCALE = 1"=3' GENERAL NOTES For construction staking and surveying services contact Landform Professional Services at 612.252.9070.1. Pipe materials - Refer to utility profiles and 2021 City of Chanhassen standards specifications. Contact utility service providers for field location of services 72 hours prior to beginning. Contractor to field verify location and elevation of all utility points of connection prior to construction of any proposed utilities. Contractor to notify engineer immediately if there is any discrepancy. Contractor to pothole all existing utilities at proposed crossings prior to construction of new utilities to verify depths of existing lines. Contact engineer immediately if any conflicts are discovered. Provide means and measures to protect adjacent property from damage during utility installation. Pipe lengths shown are from center of structure to center of structure or end of end section. Install tracker wire with all non-conductive utilities per city specifications. Connect to City utilities in accordance with City of Chanhassen standards. Deflect water to maintain 18-inch minimum outside separation at sewer crossings. Center pipe lengths to provide greatest separation between joints. Insulate as required up to 24 inches per City Detail Plate No. 2204. All joints and connections in the storm sewer system shall be gastight or watertight. Approved resilient rubber joints must be used to make watertight connections to manholes , catch basins and other structures. Adjust structures to final grade where disturbed. Comply with requirements of utility. Meet requirements for traffic loading in paved areas. Catch basins in curb and gutter are sumped 2 inches below the gutter grade per detail C7.2/1. Reserved. Reserved. Reserved. Compact cohesive soils in paved areas to 95% of maximum dry density, standard proctor (ASTM D698) except the top 3 feet which shall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. the soils shall be within 3% of optimum moisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of modified proctor density (ASTM D1557). Maintain 7.5' cover on watermain 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. UTILITY NOTES AVIENDA LANE S SEE SHEET C5.3BSEE SHEET C5.3BRefer to sheet C2.2 for typical street cross sections19. PAVING NOTES 541 BLUFF CREEK BLVD .SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>>>SAN>SAN>SAN>SAN>SAN>SAN>> SAN > SAN > SAN > SAN > SAN > SAN >SAN >SAN >SAN >SAN >SAN >SAN>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STSSTS>>STS>>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS CB 204 CB 203 4+00 5+00 6+00 7+007+80.790+ 0 0 1+00 1+05.23 >>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS >>DROP 1 FT.DROP 1 FT.GF=91 5 . 4 907.4 FBWO 906.9 GF=916.5 908.5 FBWO 908.0 7 8R327'R299'R475.73'R503.73'R20' R20'28'B-BCLEAN OUT CLEAN OUT 2.40% -1.44%GRADE BREAK STA = 7+12.10ELEV = 916.704PVI STA: 5+50.00 PVI ELEV: 912.81 K: 52.06 LVC: 200.00 AD: 3.84%BVCS: 4+50BVCE: 914.26EVCS: 6+50EVCE: 915.21LP STA: 5+25.06 LP ELEV: 913.71 FINISHED GRADE EXISTING GRADE EG: 918.04FG: 915.703+50 EG: 917.74FG: 915.34EG: 917.45FG: 914.984+00 EG: 917.17FG: 914.62EG: 916.86FG: 914.264+50 EG: 916.56FG: 913.96EG: 916.24FG: 913.775+00 EG: 915.93FG: 913.71EG: 915.61FG: 913.775+50 EG: 915.30FG: 913.95EG: 914.99FG: 914.256+00 EG: 914.68FG: 914.67EG: 914.61FG: 915.216+50 EG: 914.43FG: 915.81EG: 912.71FG: 916.417+00 EG: 917.17FG:EG: 917.05FG:7+50 EG: 917.35FG:PRIVATE DRIVE S HORZ. SCALE: 1"=30' VERT. SCALE: 1"=3' PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 PROJECT NO. FILE NAME LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. PROJECT CERTIFICATION 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN FINAL PLAT SUBMITTAL SEPTEMBER 30, 2022 SCD14001.CUD 2022LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan 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. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No.Date: 09/30/2022 1 C503SCD001B.DWG AVIENDA LANE SOUTH STREET & STORM C5.3B NORTH 0 30 60 GENERAL NOTES For construction staking and surveying services contact Landform Professional Services at 612.252.9070.1. Pipe materials - Refer to utility profiles and 2021 City of Chanhassen standards specifications. Contact utility service providers for field location of services 72 hours prior to beginning. Contractor to field verify location and elevation of all utility points of connection prior to construction of any proposed utilities. Contractor to notify engineer immediately if there is any discrepancy. Contractor to pothole all existing utilities at proposed crossings prior to construction of new utilities to verify depths of existing lines. Contact engineer immediately if any conflicts are discovered. Provide means and measures to protect adjacent property from damage during utility installation. Pipe lengths shown are from center of structure to center of structure or end of end section. Install tracker wire with all non-conductive utilities per city specifications. Connect to City utilities in accordance with City of Chanhassen standards. Deflect water to maintain 18-inch minimum outside separation at sewer crossings. Center pipe lengths to provide greatest separation between joints. Insulate as required up to 24 inches per City Detail Plate No. 2204. All joints and connections in the storm sewer system shall be gastight or watertight. Approved resilient rubber joints must be used to make watertight connections to manholes , catch basins and other structures. Adjust structures to final grade where disturbed. Comply with requirements of utility. Meet requirements for traffic loading in paved areas. Catch basins in curb and gutter are sumped 2 inches below the gutter grade per detail C7.2/1. Reserved. Reserved. Reserved. Compact cohesive soils in paved areas to 95% of maximum dry density, standard proctor (ASTM D698) except the top 3 feet which shall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. the soils shall be within 3% of optimum moisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of modified proctor density (ASTM D1557). Maintain 7.5' cover on watermain 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. UTILITY NOTES AVIENDA LANE SSEE SHEET C5.3ASEE SHEET C5.3AREFER TO SHEET C5.3C FOR STORM SEWER DESIGN REFER TO SHEE T C 5 . 3 C F O R S T O R M S E W E R D E I G N AVIENDA L A N E S VERTICAL SCALE = 1"=3' Refer to sheet C2.2 for typical street cross sections19. PAVING NOTES 542 BLUFF CREEK BLVD . L=340.37 R=2355.00 Δ =8°16 '5 2"SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN > SAN > SAN >SAN >SAN >SAN >SAN >SAN >SAN>STS >>STS >>STS >>STS>>STS >>STS>>STS>>STS>>STS>>STS>>STSSTS>>STS>>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>0+001+00 2+00 3+00 3+6 3 . 0 1 CB 204 CB 203 FES 201 STS >> 0 + 0 0 1+00 1+05.23 MH 202STS>>STS >>STS >>STS >>STS >>STS >>STS >> AVIENDA LANE S. CB 200 SERIS HORZ. SCALE: 1"=30' VERT. SCALE: 1"=3' 895 900 905 910 915 920 895 900 905 910 915 920 EG:FG:-0+25 EG: 915.61FG: 913.790+00 EG: 915.72FG: 913.49EG: 915.43FG: 913.530+50 EG: 915.15FG: 913.71EG: 914.83FG: 913.991+00 EG: 914.52FG: 914.52EG: 914.79FG: 914.911+50 EG: 914.76FG: 915.58EG: 914.69FG: 916.382+00 EG: 914.61FG:EG: 914.54FG:2+50 EG: 914.46FG:EG: 914.38FG:3+00 EG: 914.19FG:EG: 909.59FG:3+50 EG:FG:EG:FG:4+00 EG:FG:4+25 CB 204 RIM: 913.29 INV: 909.83 2'x3' BOX PER DETAIL C7.1/4 CB 203 RIM: 913.29 INL (N): 909.20 INV: 909.00 48" DIA PER DETAIL C7.1/4 25' - 15" R C P CL. V @ 2 . 5 % FES 201 INV= 908.00 PER DETAIL C7.3/7 RIP-RAP PER DETAIL C7.1/5 293' - 18" RCP CL. V @ 0.3% SANITARY FINISHED GRADE EXISTING GRADE MH 202 RIM: 914.01 INL (W): 908.12 INV: 908.12 48" DIA W/ 3' SUMP PER DETAIL C7.4/8 41' - 18" RCP CL. V @ 0.3% 3.9' SEPARATION BETWEEN STORM SEWER AND WATERMAIN PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 PROJECT NO. FILE NAME LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. PROJECT CERTIFICATION 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN FINAL PLAT SUBMITTAL SEPTEMBER 30, 2022 SCD14001.CUD 2022LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan 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. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No.Date: 09/30/2022 1 C503SCD001C.DWG AVIENDA LANE SOUTH STORM SEWER C5.3C NORTH 0 30 60 VERTICAL SCALE = 1"=3' GENERAL NOTES For construction staking and surveying services contact Landform Professional Services at 612.252.9070.1. Pipe materials - Refer to utility profiles and 2021 City of Chanhassen standards specifications. Contact utility service providers for field location of services 72 hours prior to beginning. Contractor to field verify location and elevation of all utility points of connection prior to construction of any proposed utilities. Contractor to notify engineer immediately if there is any discrepancy. Contractor to pothole all existing utilities at proposed crossings prior to construction of new utilities to verify depths of existing lines. Contact engineer immediately if any conflicts are discovered. Provide means and measures to protect adjacent property from damage during utility installation. Pipe lengths shown are from center of structure to center of structure or end of end section. Install tracker wire with all non-conductive utilities per city specifications. Connect to City utilities in accordance with City of Chanhassen standards. Deflect water to maintain 18-inch minimum outside separation at sewer crossings. Center pipe lengths to provide greatest separation between joints. Insulate as required up to 24 inches per City Detail Plate No. 2204. All joints and connections in the storm sewer system shall be gastight or watertight. Approved resilient rubber joints must be used to make watertight connections to manholes , catch basins and other structures. Adjust structures to final grade where disturbed. Comply with requirements of utility. Meet requirements for traffic loading in paved areas. Catch basins in curb and gutter are sumped 2 inches below the gutter grade per detail C7.2/1. Reserved. Reserved. Reserved. Compact cohesive soils in paved areas to 95% of maximum dry density, standard proctor (ASTM D698) except the top 3 feet which shall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. the soils shall be within 3% of optimum moisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of modified proctor density (ASTM D1557). Maintain 7.5' cover on watermain 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. UTILITY NOTES CB 204 - FES 201 543 910 915 920 925 930 935 940 328' - 8" PVC C900 @ 0.51% MH-1 RIM: 934.87 INL (S): 914.01 INV: 913.91 48" DIA PER DETAIL C7.3/5 CASTING R-1642 PER DETAIL C7.3/8 8" PVC C900 WATERMAIN 8" PV C C 9 0 0 W A T E R M AI N SAN MH 41-040 RIM: 926.07 INL (E): 900.77 INL (S): 912.10 INV: 900.67 FINISHED GRADE FINISHED GRADE EXISTING GRADE CONNECT INTO EXISTING WATERMAIN STUB AT INV=916.94 EXISTING 1 2 " P V C C 9 0 0 W A T E R M A I N 30' - 8" PVC C900 @ 0.50% CONNECT TO EXISTING SANITARY STUB AT INV=912.25 SEE SHEET C6.2A FOR PIPE CONTINUATION 12" X 8" REDUCER SEE SHEET C6.2A FOR PIPE CONTINUATION 6" LEAD 6" LEAD 64' - 8" PVC SDR 26 @ 0.50% MH-1A RIM: 935.03 INL (SE): 914.43 INV: 914.33 48" DIA PER DETAIL C7.3/5 CASTING R-1642 PER DETAIL C7.3/8SAN>SAN>SAN >SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>3+006+95. 1 62+003+00 4+00 5+00 6+00 STS>>STSMH-1 SAN STUB A HYDRANT & VALVE W/ 6" PVC C900 LEADPER DETAIL C7.3/2 HYDRANT & VALVE W/ 6" PVC C900 LEADPER DETAIL C7.3/2 8" G.V. (2) 12" - 45° BENDS 8" X 12" REDUCER 8" X 6" TEESAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>MH-1A 8" X 6" TEE 8" - 45° BEND8" X 8" TEE8" - 45° BENDMILLS DRIVEMILLS LANE NW 3+002+003+00 4+00 5+00 6+00 6+95. 1 6 DROP 1 FT. DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT. DROP 1 FT. DROP 1 FT.DROP 1 FT.GF=927.1919.8FBWO919.3GF=926.6919.3FBWO918.8GF=924.5917.2FBWO916.7GF=930.6 923.3 FBWO 922.8 GF=932.9 925.6 FBWO 925.1 GF=934.3 927.0 FBWO 926.5 GF=935.7 930.2 FBWO 929.7 GF=935.1 927.8 FBWO 927.3 GF=936.1 928.8 FBWO 928.3 GF=936.2 928.9 FBWO 928.4 GF=936.2 928.9 FBWO 928.4 GF=936.4 936.7(FFE) SOG 936.2 GF=936.1 936.4(FFE) SOG 935.9 GF=935.5 936.8(FFE) SOG 935.3 GF=934.8 935.1(FFE) SOG 934.6 GF=933.9 934.2(FFE) SOG 933.7 GF=932.2 924.9 FBLO 924.4 GF=929.6 922.3 FBWO 921.8 123456781234567BLOCK 3BLOCK 5895 EG: 923.91FG: 923.912+00 EG: 924.47FG: 924.47EG: 925.02FG: 925.022+50 EG: 925.57FG: 925.57EG: 926.13FG: 926.133+00 EG: 926.68FG: 926.68EG: 927.23FG: 927.233+50 EG: 927.79FG: 927.79EG: 928.34FG: 928.344+00 EG: 928.89FG: 928.89EG: 929.44FG: 929.444+50 EG: 929.99FG: 929.99EG: 930.54FG: 930.545+00 EG: 931.10FG: 931.10EG: 931.65FG: 931.655+50 EG: 932.20FG: 932.20EG: 932.75FG: 932.756+00 EG: 933.30FG: 933.30EG: 933.88FG: 933.886+50 EG: 934.34FG: 934.34EG:FG:7+00 EG:FG:7+25 PRIVATE DRIVE NW HORZ. SCALE: 1"=30' VERT. SCALE: 1"=3' PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 PROJECT NO. FILE NAME LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. PROJECT CERTIFICATION 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN FINAL PLAT SUBMITTAL SEPTEMBER 30, 2022 SCD14001.CUD 2022LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan 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. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No.Date: 09/30/2022 1 C601SCD001.DWG MILLS LANE NW SANITARY & WATER C6.1 NORTH 0 30 60 VERTICAL SCALE = 1"=3' GENERAL NOTES For construction staking and surveying services contact Landform Professional Services at 612.252.9070.1. Pipe materials - Refer to utility profiles and 2021 City of Chanhassen standards specifications. Contact utility service providers for field location of services 72 hours prior to beginning. Contractor to field verify location and elevation of all utility points of connection prior to construction of any proposed utilities. Contractor to notify engineer immediately if there is any discrepancy. Contractor to pothole all existing utilities at proposed crossings prior to construction of new utilities to verify depths of existing lines. Contact engineer immediately if any conflicts are discovered. Provide means and measures to protect adjacent property from damage during utility installation. Pipe lengths shown are from center of structure to center of structure or end of end section. Install tracker wire with all non-conductive utilities per city specifications. Connect to City utilities in accordance with City of Chanhassen standards. Deflect water to maintain 18-inch minimum outside separation at sewer crossings. Center pipe lengths to provide greatest separation between joints. Insulate as required up to 24 inches per City Detail Plate No. 2204. All joints and connections in the storm sewer system shall be gastight or watertight. Approved resilient rubber joints must be used to make watertight connections to manholes , catch basins and other structures. Adjust structures to final grade where disturbed. Comply with requirements of utility. Meet requirements for traffic loading in paved areas. Catch basins in curb and gutter are sumped 2 inches below the gutter grade per detail C7.2/1. Reserved. Reserved. Reserved. Compact cohesive soils in paved areas to 95% of maximum dry density, standard proctor (ASTM D698) except the top 3 feet which shall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. the soils shall be within 3% of optimum moisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of modified proctor density (ASTM D1557). Maintain 7.5' cover on watermain 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. UTILITY NOTES MILLS LANE NW SEE SHEET C6.2ASEE SHEET C6.2A1 1 544 910 915 920 925 930 935 940 945 PER DETAIL C7.3/5 CASTING R-1642 PER DETAIL C7.3/8 160' - 8" PVC SDR 26 @ 0.50% MH 2 RIM: 933.90 INL (S): 914.80 INV: 914.70 48" DIA PER DETAIL C7.3/5 CASTING R-1642 PER DETAIL C7.3/8 54' - 8" PVC SDR 26 @ 0.50% 8" PVC C 9 0 0 W A T E R M A I N FINISHED GRADE EXISTING GRADE 8" PV C C 9 0 0 W A T E R M A I N SEE SHEET C6.1 FOR PIPE CONTINUATION 6" LEAD CONTRACTOR TO VERIFY 8" WATERMAIN LOCATION PRIOR TO CONNECTION MH-1A RIM: 935.03 INL (SE): 914.43 INV: 914.33 48" DIA PER DETAIL C7.3/5 CASTING R-1642 PER DETAIL C7.3/8 905 EG:FG:-0+25 EG: 936.58FG:0+00 EG: 936.52FG:EG: 936.68FG:0+50 EG: 937.01FG:EG: 937.29FG:1+00 EG: 937.56FG: 937.54EG: 937.88FG: 937.691+50 EG: 934.16FG: 937.72EG: 933.64FG: 937.512+00 EG: 933.11FG: 937.07EG: 932.58FG: INFINITY2+50 EG: 932.06FG: 935.65EG: 931.38FG: 935.003+00 EG: 930.69FG: 934.46EG: 930.02FG: 934.023+50 EG: 929.36FG: 933.64EG: 928.68FG: 933.254+00 EG: 928.01FG: 932.86EG: 927.33FG: 932.474+50SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>>STS >>STS>>STS>>STS>>SAN>SAN>SAN>S A N>SAN>SAN>SAN>SAN>SAN>SAN>1+00 2+00 3+0 0 4+005+006+00 7+00 7+37.876+95.16STS >>STS >>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>MH 2 MH 3 MH 4 MH 58+34.270+ 0 0 1+00 1+32.23 STS>>HYDRANT & VALVE W/ 6" PVCC900 LEADPER DETAIL C7.3/28" - 45° BEND HYDRANT & VALVE W/ 6" PVC C900 LEADPER DETAIL C7.3/2 8" - 45° BEND CONNECT TO EXISTING 8" WATERMAIN 0+001+001+30.700+00 1+00 1+51.52 INSTALL 8" GATE VALVE & BOX 0+000+35.03SAN>SAN>MH-1A8" X 6" TEE8" - 45° BEND 8" X 8" TEE 8" - 45° BEND 8" - 45° BEND MILLS DRIVE 1+00 2+00 3+0 0 4+005+006+00 7+00 7+37.876+95.16DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.GF=926.5 926.8 (FFE) SOG 926.3 GF=928.8 929.1 (FFE) SOG 928.6 GF=930.8 931.1 (FFE) SOG 930.6 GF=936.2928.9FBWO928.4GF=936.2928.9FBWO928.4GF=935.3928.0FBWO927.5GF=934.5927.2FBWO926.7GF=931.8931.2(FFE)SOG931.6GF=933.6926.3FBWO925.8GF=932.5932.8(FFE)SOG932.3GF=933.7934.0(FFE)SOG933.5GF=934.5934.8(FFE)SOG934.3GF=936.3936.6(FFE)SOG936.1BASIN 31PHWL = 925.53BOT = 924.007 8 9 10 11 321 5 4 3 2 1 BLOCK 1 BLOCK 2 HWL = 921.95OEOEOEOEOEOEOEOEOEOEOEOEOESSMH RE=937.7 IE=925.9(W)>>IIEDGE OF PLOWED FIELD B-4 MILLS DRIVE HORZ. SCALE: 1"=30' VERT. SCALE: 1"=3' PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 PROJECT NO. FILE NAME LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. PROJECT CERTIFICATION 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN FINAL PLAT SUBMITTAL SEPTEMBER 30, 2022 SCD14001.CUD 2022LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan 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. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No.Date: 09/30/2022 1 C602SCD001A.DWG MILLS DRIVE SANITARY & WATER C6.2A NORTH 0 30 60 VERTICAL SCALE = 1"=3' GENERAL NOTES For construction staking and surveying services contact Landform Professional Services at 612.252.9070.1. Pipe materials - Refer to utility profiles and 2021 City of Chanhassen standards specifications. Contact utility service providers for field location of services 72 hours prior to beginning. Contractor to field verify location and elevation of all utility points of connection prior to construction of any proposed utilities. Contractor to notify engineer immediately if there is any discrepancy. Contractor to pothole all existing utilities at proposed crossings prior to construction of new utilities to verify depths of existing lines. Contact engineer immediately if any conflicts are discovered. Provide means and measures to protect adjacent property from damage during utility installation. Pipe lengths shown are from center of structure to center of structure or end of end section. Install tracker wire with all non-conductive utilities per city specifications. Connect to City utilities in accordance with City of Chanhassen standards. Deflect water to maintain 18-inch minimum outside separation at sewer crossings. Center pipe lengths to provide greatest separation between joints. Insulate as required up to 24 inches per City Detail Plate No. 2204. All joints and connections in the storm sewer system shall be gastight or watertight. Approved resilient rubber joints must be used to make watertight connections to manholes , catch basins and other structures. Adjust structures to final grade where disturbed. Comply with requirements of utility. Meet requirements for traffic loading in paved areas. Catch basins in curb and gutter are sumped 2 inches below the gutter grade per detail C7.2/1. Reserved. Reserved. Reserved. Compact cohesive soils in paved areas to 95% of maximum dry density, standard proctor (ASTM D698) except the top 3 feet which shall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. the soils shall be within 3% of optimum moisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of modified proctor density (ASTM D1557). Maintain 7.5' cover on watermain 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. UTILITY NOTES MILLS DRIVE SEE SHEET C6.2BSEE SHEET C6.2B SEE SHEET C6.1A 1 1 545 MH 5 RIM: 924.47 INV: 916.50 48" DIA PER DETAIL C7.3/5 CASTING R-1642 PER DETAIL C7.3/8 95' - 8" PVC SDR 35 @ 0.50% MH 4 RIM: 928.54 INL (E): 916.02 INV: 915.92 48" DIA PER DETAIL C7.3/5 CASTING R-1642 PER DETAIL C7.3/8 44' - 8" PVC SDR 35 @ 0.50% MH 3 RIM: 930.78 INL (SE): 915.70 INV: 915.60 48" DIA PER DETAIL C7.3/5 CASTING R-1642 PER DETAIL C7.3/8 160' - 8" PVC SDR 26 @ 0.50% INL (S): 914.80 PER DETAIL C7.3/5 CASTING R-1642 PER DETAIL C7.3/8 8" P V C C 9 0 0 W A T E R M A I N FINISHED GRADE EXISTING GRADE8" PV C C 9 0 0 W A T E R M A I N CONNECT INTO EXISTING WATERMAIN STUB AT INV=913.55 6" LEAD EG: 928.68FG: 933.254+00 EG: 928.01FG: 932.86EG: 927.33FG: 932.474+50 EG: 926.65FG: 932.02EG: 925.98FG: 931.375+00 EG: 925.29FG: 930.50EG: 924.60FG: 929.415+50 EG: 923.93FG: 928.16EG: 923.26FG: 926.936+00 EG: 922.58FG: 925.86EG: 921.89FG: 924.996+50 EG: 921.87FG: 924.32EG: 924.04FG: 923.837+00 EG: 923.52FG:4+005+006+00 7+00 7+37.87DROP 1 FT.DROP 1 FT.GF=926.5 926.8 (FFE) SOG 926.3 GF=928.8 929.1 (FFE) SOG 928.6 GF=930.8 931.1 (FFE) SOG 930.6 GF=934.5927.2FBWO926.7GF=931.8931.2(FFE)SOG931.6GF=933.6926.3FBWO925.8GF=932.5932.8(FFE)SOG932.3GF=933.7934.0(FFE)SOG933.5GF=934.5934.8(FFE)SOG934.310 11 321 5 4 3 2 BLOCK 1 BLOCK 2 L=438.72R=1815.00Δ=13°50'58"SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN >SAN>SAN>SAN>S A N>SAN>SAN>SAN>SAN>4+005+006+00 7+00 7+37.87 STS >>STS >>STS >>STS>>STS>>STS>>STSMH 3 MH 4 MH 5 8" - 45° BEND HYDRANT & VALVE W/ 6" PVC C900 LEADPER DETAIL C7.3/2 8" - 45° BEND CONNECT TO EXISTING 8" WATERMAIN0+000+35.03MILLS DRIVE B-4 B-30AVIENDA PKWY.MILLS DRIVE HORZ. SCALE: 1"=30' VERT. SCALE: 1"=3' PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 PROJECT NO. FILE NAME LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. PROJECT CERTIFICATION 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN FINAL PLAT SUBMITTAL SEPTEMBER 30, 2022 SCD14001.CUD 2022LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan 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. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No.Date: 09/30/2022 1 C602SCD001B.DWG MILLS DRIVE SANITARY & WATER C6.2B NORTH 0 30 60 VERTICAL SCALE = 1"=3' GENERAL NOTES For construction staking and surveying services contact Landform Professional Services at 612.252.9070.1. Pipe materials - Refer to utility profiles and 2021 City of Chanhassen standards specifications. Contact utility service providers for field location of services 72 hours prior to beginning. Contractor to field verify location and elevation of all utility points of connection prior to construction of any proposed utilities. Contractor to notify engineer immediately if there is any discrepancy. Contractor to pothole all existing utilities at proposed crossings prior to construction of new utilities to verify depths of existing lines. Contact engineer immediately if any conflicts are discovered. Provide means and measures to protect adjacent property from damage during utility installation. Pipe lengths shown are from center of structure to center of structure or end of end section. Install tracker wire with all non-conductive utilities per city specifications. Connect to City utilities in accordance with City of Chanhassen standards. Deflect water to maintain 18-inch minimum outside separation at sewer crossings. Center pipe lengths to provide greatest separation between joints. Insulate as required up to 24 inches per City Detail Plate No. 2204. All joints and connections in the storm sewer system shall be gastight or watertight. Approved resilient rubber joints must be used to make watertight connections to manholes , catch basins and other structures. Adjust structures to final grade where disturbed. Comply with requirements of utility. Meet requirements for traffic loading in paved areas. Catch basins in curb and gutter are sumped 2 inches below the gutter grade per detail C7.2/1. Reserved. Reserved. Reserved. Compact cohesive soils in paved areas to 95% of maximum dry density, standard proctor (ASTM D698) except the top 3 feet which shall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. the soils shall be within 3% of optimum moisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of modified proctor density (ASTM D1557). Maintain 7.5' cover on watermain 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. UTILITY NOTES MILLS DRIVE SEE SHEET C5.2ASEE SHEET C5.2A 546 SAN >SAN >SAN >SAN >SAN>>SAN>SAN>SAN>SAN>SAN>SAN>SAN >SAN >SAN >SAN >SAN >SAN >SAN >SAN >SAN > SAN > SAN > MH-13 MH-12 STS >>STS >>STS >>STS >>STS >>>>STS >> STS >> STS >>STS>>STS >>STS >>STS >>STS >>STS >> 8" - 45° BEND HYDRANT & VALVE W/ 6" PVC C900 LEADPER DETAIL C7.3/2 8" - 22.5° BEND 8" X 6" TEE HYDRANT & VALVE W/ 6" PVC C900 LEADPER DETAIL C7.3/2 8" X 6" TEE 8" - 11.25° BEND AVIENDA LANE S.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.GF=916.5 908.5 FBWO 908.0 GF=917.5 909.5 FBWO 909.0 GF=918.4 910.4 FBWO 909.9 GF=919.8 911.8 FBWO 911.3 GF=921.5 913.5 FBWO 913.0 GF=922.5 914.5 FBWO 914.0 GF=923. 5 915.5 FBLO 918.5 1 2 3 4 5 6 7 BLOCK 6 B-26 BLUFF CREEK BLVD 900 905 910 915 920 925 930 MH-13 RIM: 921.44 INV: 906.51 48" DIA PER DETAIL C7.3/5 CASTING R-1642 PER DETAIL C7.3/8 256' - 8" PVC SDR 26 @ 0.50% MH-12 RIM: 915.47 INL (W): 905.13 INV: 902.20 60" DIA INSIDE DROP PER DETAIL C7.2/12 CASTING R-1642 PER DETAIL C7.3/8 178' - 8" PVC SDR 26 @ 0.50% 8" PVC C900 W A T E R M A I N CONNECT INTO EXISTING WATERMAIN PLUG AT INV=912.75 FINISHED GRADE EXISTING GRADE 8" PVC C900 W A T E R M A I N SOILS TO BE COMPACTED TO 100% STD PROCTOR WITH SITE SUITABLE FILL AT 1:1 FROM BOTTOM OF EXCAVATION 6" LEAD 6" LEAD 20' - 8" PVC C900 @ 0.50% 890 EG:FG:-0+25 EG: 921.79FG:0+00 EG: 921.68FG: 921.36EG: 921.72FG: 921.610+50 EG: 921.29FG: 921.60EG: 921.01FG: 921.321+00 EG: 920.74FG: 920.75EG: 920.48FG: 919.951+50 EG: 920.18FG: 919.14EG: 919.87FG: 918.382+00 EG: 919.57FG: 917.73EG: 919.26FG: 917.202+50 EG: 918.96FG: 916.78EG: 918.65FG: 916.423+00 EG: 918.35FG: 916.06EG: 918.04FG: 915.703+50 EG: 917.74FG: 915.34EG: 917.45FG: 914.984+00 EG: 917.17FG: 914.62PRIVATE DRIVE S HORZ. SCALE: 1"=30' VERT. SCALE: 1"=3' PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 PROJECT NO. FILE NAME LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. PROJECT CERTIFICATION 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN FINAL PLAT SUBMITTAL SEPTEMBER 30, 2022 SCD14001.CUD 2022LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan 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. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No.Date: 09/30/2022 1 C603SCD001A.DWG AVIENDA LANE SOUTH SANITARY & WATER C6.3A NORTH 0 30 60 VERTICAL SCALE = 1"=3' GENERAL NOTES For construction staking and surveying services contact Landform Professional Services at 612.252.9070.1. Pipe materials - Refer to utility profiles and 2021 City of Chanhassen standards specifications. Contact utility service providers for field location of services 72 hours prior to beginning. Contractor to field verify location and elevation of all utility points of connection prior to construction of any proposed utilities. Contractor to notify engineer immediately if there is any discrepancy. Contractor to pothole all existing utilities at proposed crossings prior to construction of new utilities to verify depths of existing lines. Contact engineer immediately if any conflicts are discovered. Provide means and measures to protect adjacent property from damage during utility installation. Pipe lengths shown are from center of structure to center of structure or end of end section. Install tracker wire with all non-conductive utilities per city specifications. Connect to City utilities in accordance with City of Chanhassen standards. Deflect water to maintain 18-inch minimum outside separation at sewer crossings. Center pipe lengths to provide greatest separation between joints. Insulate as required up to 24 inches per City Detail Plate No. 2204. All joints and connections in the storm sewer system shall be gastight or watertight. Approved resilient rubber joints must be used to make watertight connections to manholes , catch basins and other structures. Adjust structures to final grade where disturbed. Comply with requirements of utility. Meet requirements for traffic loading in paved areas. Catch basins in curb and gutter are sumped 2 inches below the gutter grade per detail C7.2/1. Reserved. Reserved. Reserved. Compact cohesive soils in paved areas to 95% of maximum dry density, standard proctor (ASTM D698) except the top 3 feet which shall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. the soils shall be within 3% of optimum moisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of modified proctor density (ASTM D1557). Maintain 7.5' cover on watermain 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. UTILITY NOTES PRIVATE DRIVE S SEE SHEET C5.3BSEE SHEET C5.3B547 BLUFF CREEK BLVD .SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>> SAN > SAN > SAN > SAN > SAN > SAN >SAN >SAN >SAN >SAN >SAN >SAN>MH-11 MH-10 SAN STUB B STSSTS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >> 4+00 5+00 6+00 7+007+80.79HYDRANT & VALVE W/ 6" PVC C900 LEADPER DETAIL C7.3/2 8" X 6" TEE 8" - 11.25° BEND HYDRANT & VALVE W/ 6" PVC C900 LEADPER DETAIL C7.3/2 8" X 6" TEE 8" - 45° BEND 10" - 45° BEND 8" X 10" REDUCER STS >> 10" X 10" TEE 10" - 45° BEND 10" PLUG 0 + 0 0 1+00 1+05.23 >>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS >>STS >>STS >> 4+00 5+00 6+00 7+007+80.79DROP 1 FT.DROP 1 FT.GF=91 5 . 4 907.4 FBWO 906.9 GF=916.5 908.5 FBWO 908.0 7 8 AVIENDA LANE S. 900 905 910 915 920 925 930 178' - 8" PVC SDR 26 @ 0.50% MH-11 RIM: 913.61 INL (W): 901.31 INV: 901.21 48" DIA PER DETAIL C7.3/5 CASTING R-1642 PER DETAIL C7.3/8 186' - 8" PVC SDR 26 @ 0.50 % MH-10 RIM: 914.46 INL (W): 900.28 INV: 900.18 48" DIA PER DETAIL C7.3/5 CASTING R-1642 PER DETAIL C7.3/8 36' - 8" PVC SDR 26 @ 0.50% STORM SEWER FINISHED GRADE EXISTING GRADE 8" PVC C900 W A T E R M A I N CONNECT INTO EXISTING WATERMAIN STUB AT INV=904.00 6" LEAD 6" LEAD 10" X 8" REDUCER 10" x 10" TEE 20' - 8" PVC C900 @ 0.50% 890 EG: 918.04FG: 915.703+50 EG: 917.74FG: 915.34EG: 917.45FG: 914.984+00 EG: 917.17FG: 914.62EG: 916.86FG: 914.264+50 EG: 916.56FG: 913.96EG: 916.24FG: 913.775+00 EG: 915.93FG: 913.71EG: 915.61FG: 913.775+50 EG: 915.30FG: 913.95EG: 914.99FG: 914.256+00 EG: 914.68FG: 914.67EG: 914.61FG: 915.216+50 EG: 914.43FG: 915.81EG: 912.71FG: 916.417+00 EG: 917.17FG:EG: 917.05FG:7+50 EG: 917.35FG:EG:FG:8+00 EG:FG:8+25 PRIVATE DRIVE S HORZ. SCALE: 1"=30' VERT. SCALE: 1"=3' SE WATERMAIN LEAD HORZ. SCALE: 1"=30' VERT. SCALE: 1"=3' 895 900 905 910 915 920 895 900 905 910 915 920 EG:FG:-0+25 EG: 913.31FG: 916.740+00 EG: 913.89FG: 915.42EG: 914.30FG: 916.080+50 EG: 913.72FG: 916.83EG: 913.13FG:1+00 EG:FG:EG:FG:1+50 EG:FG:1+75 10" PVC C900 WATERMAIN 10" X 10" TEE 10" PLUG INV = 903.74 FINISHED GRADE EXISTING GRADE 2.9' SEPARATION BETWEEN EXISTING SANITARY SEWER AND WATERMAIN PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 PROJECT NO. FILE NAME LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. PROJECT CERTIFICATION 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN FINAL PLAT SUBMITTAL SEPTEMBER 30, 2022 SCD14001.CUD 2022LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan 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. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No.Date: 09/30/2022 1 C603SCD001B.DWG AVIENDA LANE SOUTH SANITARY & WATER C6.3B NORTH 0 30 60 VERTICAL SCALE = 1"=3' GENERAL NOTES For construction staking and surveying services contact Landform Professional Services at 612.252.9070.1. Pipe materials - Refer to utility profiles and 2021 City of Chanhassen standards specifications. Contact utility service providers for field location of services 72 hours prior to beginning. Contractor to field verify location and elevation of all utility points of connection prior to construction of any proposed utilities. Contractor to notify engineer immediately if there is any discrepancy. Contractor to pothole all existing utilities at proposed crossings prior to construction of new utilities to verify depths of existing lines. Contact engineer immediately if any conflicts are discovered. Provide means and measures to protect adjacent property from damage during utility installation. Pipe lengths shown are from center of structure to center of structure or end of end section. Install tracker wire with all non-conductive utilities per city specifications. Connect to City utilities in accordance with City of Chanhassen standards. Deflect water to maintain 18-inch minimum outside separation at sewer crossings. Center pipe lengths to provide greatest separation between joints. Insulate as required up to 24 inches per City Detail Plate No. 2204. All joints and connections in the storm sewer system shall be gastight or watertight. Approved resilient rubber joints must be used to make watertight connections to manholes , catch basins and other structures. Adjust structures to final grade where disturbed. Comply with requirements of utility. Meet requirements for traffic loading in paved areas. Catch basins in curb and gutter are sumped 2 inches below the gutter grade per detail C7.2/1. Reserved. Reserved. Reserved. Compact cohesive soils in paved areas to 95% of maximum dry density, standard proctor (ASTM D698) except the top 3 feet which shall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. the soils shall be within 3% of optimum moisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of modified proctor density (ASTM D1557). Maintain 7.5' cover on watermain 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. UTILITY NOTES AVIENDA LANE SSEE SHEET C5.3ASEE SHEET C5.3A548 PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 PROJECT NO. FILE NAME LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. PROJECT CERTIFICATION 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN FINAL PLAT SUBMITTAL SEPTEMBER 30, 2022 SCD14001.CUD 2022LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan 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. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No.Date: 09/30/2022 1 NO SCALE TYPICAL 4' DIAMETER CATCH BASIN MANHOLE4 NO SCALE RIP RAP DETAIL5 NO SCALE CATCH BASIN SEDIMENT TRAP1 ROCK CONSTRUCTION ENTRANCE2 SILT FENCE3 NO SCALE NO SCALENO SCALE CONCRETE WASHOUT AREA6 FLOATING HEAD SKIMMER NO SCALE 7 NO SCALE FLARED END SECTION DETAIL8 SLOPE VARIES MIN7"2"-3"MAX10"-11"MIN2"MAXMAINTAIN BY REMOVING SEDIMENT AND REPLACING DAMAGED LOGS UNTIL TURF IS ESTABLISHED. REMOVE AFTER PERMANENT STABILIZATION IS COMPLETE. NO SCALE TEMPORARY COMPOST/BIO LOG1045dCOMPOST/BIO LOG 8" MIN. DIAMETER 1"X1" WOOD STAKES MAX. 4 FT. SPACING NO SCALE HYDRANT TRACER WIRE DETAIL9 C701SCD001.DWG CIVIL CONSTRUCTION DETAILS C7.1NO SCALE NYLOPLAST DRAIN11 549 PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 PROJECT NO. FILE NAME LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. PROJECT CERTIFICATION 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN FINAL PLAT SUBMITTAL SEPTEMBER 30, 2022 SCD14001.CUD 2022LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan 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. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No.Date: 09/30/2022 1 C701SCD001.DWG CIVIL CONSTRUCTION DETAILS C7.2 NO SCALE CONCRETE SIDEWALK4 NO SCALE STREET INTERSECTION CONCRETE VALLEY GUTTER3 NO SCALE CURB CONSTRUCTION AT CATCH BASIN1 NO SCALE TYPICAL CURB AND GUTTER2 NO SCALE WEEPER DITCH CHECK5 STREET AND TRAFFIC SIGN INSTALLATION6 NO SCALE INSTALL TREE PROTECTION DEVICES PRIOR TO START OF LAND DISTURBANCE. MAINTAIN UNTIL FINAL LANDSCAPE IS INSTALLED. ORANGE, POLYETHYLENE SAFETY NETTING. THREE TIES PER POST. 5'2.5' 6.5' STEEL T-POST, 1.25 lb/LF, POSITION AT DRIPLINE. 2 1 4' OC 12 NO SCALE TREE PROTECTION8INSTALL AT DRIPLINE OF TREE1' WARP NEW TO MATCH EXISTING WITHIN 3 FEET. 2' NO SCALE ASPHALT PAVEMENT TRANSITION7 MILL EXISTING PAVEMENT TO MATCH NEW WEAR COURSE THICKNESS. APPLY TACKCOAT. NEW PAVEMENT SECTIONEXISTING PAVEMENT SECTION SAWCUT LOCATION 1/8" R NON-EXTRUDING FILLER AGGREGATE BASE BITUMINOUS TYP. SECTION BITUMINOUS SURFACE 24" 3/8" CONCRETE TYP. SECTION SEALING MATERIAL NO SCALE THICKENED BITUMINOUS EDGE AND CONCRETE SURFACE9 NO SCALE RESERVED.11 NO SCALE PEDESTRIAN CURB RAMP DETAILS10 SANITARY SEWER INSIDE DROP MANHOLE12 NO SCALE 550 PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 PROJECT NO. FILE NAME LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. PROJECT CERTIFICATION 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN FINAL PLAT SUBMITTAL SEPTEMBER 30, 2022 SCD14001.CUD 2022LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan 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. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No.Date: 09/30/2022 1 C701SCD001.DWG CIVIL CONSTRUCTION DETAILS C7.3 NO SCALE SANITARY SERVICE RISER4 NO SCALE TYPICAL GATE VALVE AND BOX INSTALLATION3 NO SCALE CONCRTE THRUST BLOCKING1 NO SCALE TYPICAL HYDRANT INSTALLATION2 NO SCALE STANDARD SANITARY MANHOLE5 NO SCALE MANHOLE CASTING AND LIDS DETAIL8 NO SCALE INSULATED PIPE CROSSING12 NO SCALE PIPE BEDDING FOR P.V.C. PIPE6 NO SCALE PIPE BEDDING IN POOR SOILS10 NO SCALE PIPE BEDDING IN GOOD SOILS RCP & DIP11 NO SCALE FLARED END SECTION7 NO SCALE STORM SEWER CATCH BASIN 2'X3' RECTANGULAR9 551 PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 PROJECT NO. FILE NAME LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. PROJECT CERTIFICATION 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN FINAL PLAT SUBMITTAL SEPTEMBER 30, 2022 SCD14001.CUD 2022LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan 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. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No.Date: 09/30/2022 1 C701SCD001.DWG CIVIL CONSTRUCTION DETAILS C7.4 NO SCALE STANDARD STORM MANHOLE4 NO SCALE SANITARY MANHOLE TRACER WIRE DETAIL3 NO SCALE SANITARY SEWER SYSTEM TRACER WIRE DETAIL1 SANITARY SEWER SERVICE LINE TRACER WIRE DETAIL2 NO SCALE2.3' SandFiltration BedPerforated Collection Pipe w/ Circular Knit Fabric Pipe Sock (typ.) Filtration Overflow Outlet (FES & Pipe) Geotextile (typ.) Water Level - Verification for Infiltration Filtration thru Sand 3:1 Max.NO SCALE ABOVE-GROUND FILTRATION BASIN AND OUTLET MANHOLES66" Topsoil2.3' SandFiltration BedPerforated Distribution Header Pipe or Chamber (typ.) Perforated Collection Pipe w/ circular knit pipe sock (typ.) Geotextile (typ.) Geotextile Wrapping System Filtration thru Sand Surface Finished Grade (Parking Lot)VariableNativeFillFiltration Overflow Outlet (Piped) Catch Basin Inlet 3' MinNO SCALE UNDERGROUND FILTRATION SYSTEM7 Outlet Manhole Perforated Distribution Pipe (typ.) NO SCALE DRAINTILE CLEAN OUTS5 Filtration Underdrain Filtration Underdrain VARIABLE1'-4"3' SUMPNOTES: 1.ALL JOINTS IN MANHOLE TO HAVE "O" RING RUBBER GASKETS. 2.MANHOLE STEPS NEENAH R198IJ OR EQUAL, 16" O.C. ALUMINUM STEPS APPROVED. 3.DOGHOUSES SHALL BE GROUTED ON BOTH THE OUTSIDE AND INSIDE. NO SCALE SUMP STORM SEWER MANHOLE WITH SKIMMER8 FULL BED OF MORTAR BETWEEN AND A 6" COLLAR ON THE OUTSIDE OF RINGS MINIMUM OF 2, MAXIMUM OF 4 CONCRETE ADJUSTING RINGS. WRAP ALL JOINTS BETWEEN THE RINGS, CASTING, AND MANHOLE WITH A WATER-TIGHT WRAP. PRECAST REINFORCED CONCRETE SLAB 6" FOR 48" DIA. 8" FOR 54" - 102" DIA. 12" FOR 108" - 120" DIA. PRECAST CONCRETE MANHOLE SECTIONS SKIMMER DEVICE 12" BELOW INVERT 12" ABOVE CROWN 552 DECIDUOUS TREES CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE ROOT COND. ACGM 2 Acer saccharum `Green Mountain` TM Green Mountain Sugar Maple 60`H x 40`W 2.5"Cal B & B AFJ3 12 Acer x freemanii `Jeffersred`Autumn Blaze Maple 50`H x 40`W 2.5"Cal B & B BENI 8 Betula nigra River Birch 60`H x 50`W 2.5"Cal B & B GYDI 3 Gymnocladus dioica Kentucky Coffee Tree 70`H x 45`W 2.5"Cal B & B TILG 13 Tilia cordata `Greenspire`Greenspire Littleleaf Linden 60`H x 40`W 2.5"Cal B & B ULMO 5 Ulmus x `Morton Accolade` TM American Elm `Accolade`60`H x 40`W 2.5" Cal.B & B EVERGREEN TREES CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE ROOT COND. PIGL 5 Picea glauca White Spruce 50`H x 20`W 6`B & B PIDE6 44 Picea glauca 'Densata'Black Hills White Spruce 45`H x 20`W 6` Ht.B & B PIDE8 26 Picea glauca `Densata`Black Hills Spruce 45`H x 20`W 8` HT B & B THTY 5 Thuja occidentalis `Techny`Techny Arborvitae 15`H x 10`W 6` Ht.B & B MILLS DRIVE12345678910113215432112345671234512345678BLOCK 3BLOCK 4BLOCK 5BLOCK 1BLOCK 2BLOCK 6BASIN 21P HWL = 895.81 BTM = 891.70 BASIN 47P HWL = 916.73 BTM = 908.00 BASIN 46PHWL = 921.95 SAN > SAN>SAN >SAN >SAN>SAN>SAN> SAN >SAN >SAN >SAN >SAN>SAN>SAN >SAN >SAN> SAN> SAN >SAN>SAN> SAN >SAN >SAN>SAN>SAN >SAN>SAN >SAN >SAN> SAN>SAN>SAN > SAN>SAN >SAN > SAN> SAN>SAN >SAN >SAN>SAN >SAN >SAN>SAN >SAN >SAN >SAN>SAN> SAN >SAN>SAN > SAN > SAN>SAN>SAN> SAN >SAN >SAN>SAN >SAN >SAN>SAN >SAN >SAN>SAN >SAN >SAN> SAN> SAN >SAN >SAN>SAN>SAN >SAN>SAN >SAN >SAN>SAN>SAN>SAN > SAN>SAN>SAN > SAN> SAN>SAN >SAN >SAN>SAN >SAN >SAN>SAN >SAN >SAN >SAN >SAN > SAN >SAN>SAN > SAN > SAN>SAN> SAN> SAN >SAN>SAN>SAN >SAN >SAN> SAN >SAN 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STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>> STS >> STS >>STS>>STS >> STS >> STS>>STS >> STS >> STS >> STS>>STS >> STS >>STS >>STS>>STS >>STS >> STS>>STS>> STS >> STS >>STS>>STS >> STS >> STS >> STS >> STS >> STS >> STS>>STS>> STS >> STS >>STS>>STS >> STS >> STS>>STS>> STS >> STS >> STS>>STS >> STS >> STS >>STS>>STS >> STS >> STS>>STS>> STS >> STS >>STS>>STS >> STS >> STS >> STS >> STS >> STS >> STS>>STS>> STS >> STS >>STS>>STS >> STS >> STS>>STS>> STS >>STS >>STS>>STS >> STS >> STS >>STS>>STS >> STS >> STS>>STS>> STS >> STS >>STS>>STS >> STS >> STS >>STS >> STS >> STS >> STS>>STS >> STS >> STS >>STS>>STS >> STS >> STS>>STS>> STS >> STS >>STS>>STS >>STS >> STS >> STS>>STS >> STS >> STS>>STS>> STS >> STS >>STS>>STS >> STS >> STS>>STS>> STS >> STS >> STS>>STS >> STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>> STS >>STS >>STS >>STS>>STS>>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS>>STS >>STS >>STS>>STS >>STS>> STS>>STS >>STS >>STS >>STS>>STS >>STS >>STS >>STS>>STS >>STS >>STS >>STS>>STS >>STS >>STS >>STS>>STS >>STS >>STS>>STS>>STS >>STS >>STS>>STS>>STS >>STS >>STS >>STS>>STS >>STS >>STS >>STS >>STS >>STS >>STS>> STS >>STS >>STS>>STS>>STS>> STS >>STS >>STS >>STS >>STS >>STS >>STS>>STS>>STS >> STS >>STS >>STS >>STS >>STS>>STS>> SAN>SAN>SAN > SAN > SAN >SAN>SAN >SAN > SAN >SAN >SAN> SAN > SAN > SAN >SAN>SAN >SAN >SAN > SAN>SAN>SAN >SAN > SAN >SAN >SAN> SAN > SAN > SAN >SAN>SAN > SAN >SAN > SAN>SAN> SAN >SAN > SAN >SAN>SAN > SAN > SAN > SAN>SAN>SAN > SAN > SAN > SAN>SAN> SAN >SAN > SAN >SAN>SAN > SAN >SAN > SAN>SAN> SAN > SAN > SAN >SAN>SAN > SAN >SAN >SAN > SAN>SAN > SAN >SAN > SAN>SAN>SAN > SAN > SAN >SAN>SAN > SAN >SAN >SAN>SAN> SAN > SAN >SAN >SAN>SAN >SAN > SAN > SAN > SAN>SAN > SAN > SAN >SAN>SAN> SAN > SAN >SAN >SAN> SAN > SAN > SAN > SAN >SAN>SAN > SAN > SAN >SAN>SAN >SAN > SAN >SAN>SAN> SAN > SAN > SAN >SAN>SAN>SAN >SAN > SAN >SAN>SAN >SAN > SAN >SAN >SAN> SAN > SAN > SAN >SAN>SAN >SAN >SAN > SAN>SAN> SAN >SAN > SAN > SAN >SAN> SAN > SAN > SAN >SAN>SAN > SAN >SAN > SAN>SAN> SAN >SAN > SAN >SAN>SAN > SAN > SAN > SAN>SAN>SAN > SAN > SAN > SAN >SAN> SAN >SAN > SAN >SAN>SAN > SAN >SAN > SAN>SAN>SAN > SAN > SAN >SAN>SAN > SAN >SAN >SAN>SAN>SAN > SAN >SAN > SAN>SAN>SAN > SAN > SAN >SAN>SAN > SAN > SAN >SAN>SAN> SAN > SAN >SAN >SAN> SAN >SAN > SAN > SAN >SAN>SAN > SAN > SAN > SAN>SAN> SAN > SAN >SAN >SAN> SAN > SAN > SAN >SAN>SAN>SAN > SAN > SAN >SAN>SAN >SAN > SAN >SAN >SAN> SAN > SAN > SAN >SAN>SAN>SAN >SAN > SAN >SAN>SAN >SAN > SAN >SAN >SAN> SAN > SAN > SAN >SAN>SAN > SAN >SAN > SAN>SAN> SAN >SAN > SAN > SAN >SAN> SAN > SAN > SAN >SAN>SAN > SAN > SAN > SAN>SAN> SAN >SAN > SAN >SAN>SAN > SAN >SAN > SAN>SAN>SAN > SAN > SAN > SAN > SAN > SAN > SAN > SAN>SAN>SAN>SAN > SAN >SAN >SAN>SAN > SAN >SAN > SAN > SAN >SAN>SAN>SAN>SAN >SAN > SAN >SAN> SAN >SAN > SAN >SAN > SAN >SAN > SAN >SAN > SAN >SAN > SAN >SAN> SAN > SAN > SAN > SAN > SAN > SAN>SAN>SAN>SAN > SAN > SAN >SAN> SAN >SAN > SAN >SAN >SAN > SAN>SAN>SAN>SAN > SAN >SAN >SAN>SAN > SAN >SAN > SAN >SAN > SAN >SAN > SAN >SAN > SAN >SAN >SAN> SAN > SAN > SAN > SAN > SAN > SAN>SAN > SAN>SAN > SAN > SAN > SAN >SAN> SAN >SAN> SAN >SAN >SAN>SAN >SAN>SAN>SAN > SAN >SAN >SAN>SAN >SAN>SAN > SAN >SAN > SAN >SAN > SAN >SAN > SAN >SAN >SAN> SAN > SAN > SAN > SAN > SAN > SAN>SAN>SAN>SAN > SAN > SAN >SAN>SAN > SAN >SAN > SAN >SAN >SAN>SAN>SAN>SAN >SAN > SAN >SAN> SAN >SAN > SAN >SAN > SAN >SAN > SAN >SAN > SAN >SAN > SAN >SAN> SAN > SAN > SAN > SAN > SAN > SAN>SAN>SAN>SAN > SAN > SAN >SAN> SAN >SAN > SAN >SAN > SAN >SAN>SAN>SAN>SAN > SAN >SAN >SAN>SAN > SAN >SAN > SAN >SAN > SAN >SAN > SAN >SAN > SAN >SAN > SAN >SAN> SAN >SAN> SAN > SAN > SAN>SAN > SAN>SAN > SAN > SAN > SAN >SAN>SAN > SAN > SAN > SAN>SAN> SAN > SAN >SAN >SAN> SAN > SAN > SAN >SAN>SAN>SAN > SAN > SAN >SAN>SAN >SAN > SAN >SAN >SAN> SAN > SAN > SAN >SAN>SAN >SAN >SAN > SAN>SAN>SAN >SAN > SAN >SAN>SAN > SAN > SAN > SAN >SAN>SAN > SAN >SAN >SAN>SAN> SAN >SAN > SAN>SAN>SAN > SAN > SAN >SAN>SAN> SAN > SAN > SAN >SAN>SAN > SAN >SAN > SAN >SAN> SAN > SAN >SAN >SAN>SAN > SAN > SAN > SAN>SAN>SAN > SAN >SAN >SAN> SAN > SAN > SAN >SAN>SAN>SAN >SAN > SAN >SAN> SAN >SAN > SAN >SAN >SAN> SAN > SAN > SAN >SAN>SAN >SAN >SAN > SAN>SAN> SAN >SAN > SAN >SAN>SAN > SAN > SAN > SAN>SAN>SAN > SAN >SAN >SAN>SAN > SAN >SAN > SAN > SAN>SAN > SAN > SAN >SAN>SAN> SAN > SAN > SAN>SAN>SAN > SAN >SAN >SAN>SAN> SAN > SAN >SAN >SAN>SAN > SAN > SAN > SAN>SAN>SAN > SAN >SAN >SAN>SAN > SAN > SAN >SAN>SAN>SAN >SAN > SAN >SAN> SAN >SAN > SAN >SAN >SAN> SAN > SAN > SAN >SAN> SAN > SAN >SAN > SAN>SAN> SAN >SAN > SAN >SAN>SAN > SAN > SAN > SAN>SAN> SAN > SAN > SAN >SAN>SAN > SAN >SAN > SAN > SAN STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS>>STS >>STS>>STS >>STS >>STS>>STS >>STS>>STS>>STS >>STS >> STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>> STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>> STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>> STS>> STS>>STS>>STS>> STS>>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>> STS>>STS>>STS>> STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>> STS>>STS>>STS>> STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS>> STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>> STS>>STS>>STS>> STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS >>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>> STS>>STS>>STS>> STS>>STS>>STS >>STS>>STS>>STS >>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>> STS>>STS>>STS>> STS>>STS>>STS >>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS>>STS >>STS>>STS>>STS >>STS>>STS >>STS >>STS>>STS >>STS >>STS >>STS >>STS >>STS>>STS >>STS >>STS>>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS>>STS >>STS >>STS>>STS >>STS>>STS>>STS >>STS>>STS >>STS >>STS >>STS>>STS>>STS >>STS>>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >> STS>>STS >>STS>>STS>>STS >>STS>>STS >>STS >>STS>>STS >>STS >>STS>>STS >>STS >>STS>>STS >>STS>>STS>>STS >>STS>>STS >>STS >>STS>>STS >>STS >>STS>>STS >>STS >>STS >>STS>>STS >>STS >>STS>>STS >>STS >>STS>>STS >>STS >>STS>>STS >>STS >>STS>>STS >>STS >>STS>>STS >>STS >>STS>>STS >>STS >>STS>>STS >>STS >>STS >>STS >>STS >>STS>>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS>>STS >>STS >>STS>>STS >>STS >>STS >>STS >>STS >>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS >>STS >>STS >>STS>>STS >>STS >>STS>>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS>>STS >>STS >>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS >>STS >>STS >>STS>>STS >>STS >>STS >>STS >>STS >>STS>>STS >>STS >>STS>>STS >>STS >>STS>>STS >>STS >>STS>>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS>>STS >>STS >>STS>>STS >>STS >>STS>>STS >>STS >>STS>>STS >>STS >>STS>>STS >>STS >>STS>>STS >>STS >>STS>>STS >>STS >>STS >>STS >>STS >>STS >>STS>>STS >>STS >>STS>>STS >>STS >>STS>>STS >>STS >>STS>>STS >>STS >>STS>>STS >>STS >>STS>>STS>> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >>STS>>STS>>STS>> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >>STS>>STS>>STS>> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >>STS>>STS>>STS>> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >>STS>> STS >>STS>> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >>STS >>STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >>STS>>STS>>STS>>STS>> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >>STS>>STS>>STS>> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >>STS>>STS>>STS>> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >>STS>>STS>>STS>> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >>STS>>STS>>STS>> STS >> STS >> STS>>STS >> STS >> STS >> STS >>STS>> STS >> STS >>STS >> STS>>STS >> STS >> STS >> STS >>STS>> STS >> STS >>STS >> STS>>STS >>STS >>STS>> STS >>STS>> STS >> STS >> STS >> STS>>STS >> STS >>STS>> STS >>STS>> STS >> STS >> STS >> STS>>STS >> STS >>STS>> STS >>STS>> STS >> STS >> STS >> STS>>STS >> STS >>STS>> STS >>STS>> STS >> STS >> STS >> STS>>STS >> STS >>STS>> STS >>STS>> STS >> STS>>STS >> STS>>STS >> STS >>STS>> STS >>STS>>STS >> STS>>STS >>STS>>STS >> STS >>STS>>STS >>STS>> STS >> STS>>STS >> STS>>STS >> STS >>STS>> STS >>STS>> STS >> STS>>STS >> STS>>STS >> STS >>STS>> STS >> STS >> STS >> STS>>STS >> STS>>STS >> STS >>STS>> STS >> STS >> STS >> STS>>STS >> STS>>STS >> STS >>STS>> STS >> STS >> STS >>STS>>STS >> STS>>STS >> STS >>STS>>STS >> STS >> STS >>STS>>STS >> STS>>STS >> STS>>STS>> STS >> STS >> STS >>STS>>STS >> STS>>STS >> STS>>STS>> STS >> STS >> STS >>STS>>STS >> STS>>STS >> STS>>STS>> STS >> STS >> STS >>STS>>STS >> STS>>STS >> STS>>STS >> STS >>STS >> STS >>STS>>STS >> STS>>STS >> STS >> STS >> STS >> STS>>STS >> STS>>STS >> STS>>STS >> STS >> STS >> STS >> STS >> STS >> STS>>STS >> STS >>STS >> STS >> STS >> STS >> STS >> STS >> STS>>STS >> STS >>STS>> STS >> STS >> STS >> STS>>STS >> STS>>STS >> STS>>STS >> STS >> STS >> STS >> STS >> STS >> STS>>STS >> STS >>STS>>STS >> STS>>STS >> STS>>STS >> STS>>STS >> STS >>STS >> STS >> STS >> STS >> STS >> STS >> STS>>STS >> STS >>STS >> STS >> STS >> STS >> STS >>STS>> STS >>STS >> STS >>STS>>STS >> STS>>STS >> STS>>STS >> STS>>STS >> STS >>STS >> STS >> STS >> STS >> STS >> STS >> STS>>STS>>STS >>STS>>STS >> STS >> STS >> STS >> STS >> STS>>STS >> STS >>STS >> STS >> STS >> STS >> STS >> STS >> STS>>STS >> STS >>STS >>STS>> STS >>STS>> STS >> STS>>STS>>STS>>STS >>STS>>STS >> STS >> STS >> STS>> STS >> STS>>STS >> STS >>STS >> STS >> STS >> STS>>STS >> STS>>STS>>STS >> STS >>STS >> STS >> STS >> STS >> STS>> STS >> STS>>STS >> STS >>STS >> STS >> STS >> STS >> STS>> STS >>STS>>STS >>STS>>STS >> STS>>STS >> STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >> STS >> STS >>STS>>STS >> STS >> STS >>STS>>STS >> STS >> STS>>STS >> STS >> STS >>STS>>STS >> STS >> STS>>STS>> STS >> STS >> STS>>STS >> STS >> STS>>STS>> STS >> STS >>STS>>STS>>STS >>STS>>STS>>STS >> STS >> STS >>STS>>STS >> STS >> STS >>STS>>STS >> STS >> STS >>STS>>STS >> STS >> STS>>STS>> STS >> STS >>STS>>STS >> STS >> STS >>STS>>STS>> STS >> STS >>STS>>STS >> STS >>STS>>STS>>STS >> STS >> STS >>STS>>STS>> STS >> STS >>STS>> STS >> STS >>STS>>STS >> STS >> STS >>STS>>STS >>STS>> STS >>STS>> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >>STS>>STS>>STS>> STS >> STS >> STS >> STS >> STS >> STS >> STS >>STS>>STS>> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >>STS>>STS>> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >>STS>>STS>> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >>STS>> STS>>STS >>STS>> STS >>STS>> STS >> STS >> STS>>STS >> STS >> STS >>STS>> STS>>STS >> STS>>STS >> STS >> STS >>STS>> STS>>STS >> STS>>STS >> STS >> STS >>STS>> STS >>STS>>STS>>STS >> STS >>STS >>STS>> STS >>STS>> STS>>STS >> STS >> STS >>STS>> STS >>STS>> STS>>STS >> STS>>STS >>STS>> STS >>STS>> STS>>STS >> STS>>STS >>STS>> STS >>STS>> STS>>STS >> STS>>STS >>STS>> STS >>STS>> STS >> STS >> STS>>STS >> STS >> STS >>STS>> STS>>STS >> STS>>STS >> STS >> STS >>STS>> STS>>STS>> STS>>STS >>STS >> STS >>STS>>STS >>STS>> STS>>STS >> STS >> STS >>STS>> STS >>STS>> STS>>STS >> STS>>STS >>STS>> STS >>STS>> STS>>STS >> STS>>STS >>STS>> STS >>STS>> STS >> STS >> STS>>STS >>STS>> STS >>STS>> STS>>STS >> STS>>STS >>STS>> STS >>STS>> STS >> STS >> STS>>STS >>STS >> STS >>STS>>STS>>STS >> STS>>STS >> STS >> STS >>STS>> STS >>STS>> STS>>STS >> STS >> STS >>STS>> STS >>STS>> STS>>STS >> STS >> STS >>STS>> STS >>STS>> STS>>STS >> STS >>STS >>STS>>STS >>STS>>STS >>STS>>STS>>STS>>STS >>STS>>STS>>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS>>STS >>STS >>STS>>STS>>STS>>STS>>STS>>STS >>STS>>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS>>STS >>STS>>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS >> SAN >SAN >SAN>SAN >SAN >SAN >SAN >SAN>SAN >SAN>SAN >SAN >SAN >SAN >SAN>SAN >SAN >SAN >SAN >SAN >SAN >SAN>SAN >SAN > STS >>STS>> STS >> STS >> STS >> STS >>STS>>STS >> STS >> STS >> STS>>STS>>STS >> STS >>STS >> STS>>STS>>STS >> STS >> STS >> STS>>STS>> STS >> STS >>STS >> STS>>STS>>STS >> STS >> STS >>STS>>STS>> STS >> STS >> STS >>STS>>STS>> STS >> STS >> STS >>STS>>STS >> STS >>STS >> STS >>STS>> STS >> STS >> STS >> STS >>STS>>STS >> STS >> STS >> STS>>STS>>STS >> STS >> STS >> STS>>STS>>STS >> STS >> STS >> STS>>STS>> STS >> STS >> STS >> STS>>STS>> STS >> STS >> STS >>STS>>STS>> STS >> STS >> STS >>STS>>STS>> STS >> STS >> STS >>STS>>STS >> STS >> STS >> STS >>STS>> STS >> STS >> STS >> STS >>STS>>STS >> STS >> STS >>STS>>STS>>STS >> STS >> STS >> STS>>STS>>STS >> STS >> STS >> STS>>STS>> STS >> STS >> STS >> STS>>STS>> STS >> STS >> STS >>STS>>STS>> STS >> STS >> STS >>STS>>STS>> STS >> STS >>STS >>STS>>STS >> STS >> STS >> STS >>STS>> STS >> STS >> STS >> STS >>STS>>STS >> STS >> STS >> STS>>STS>>STS >> STS >> STS >> STS>>STS>>STS >> STS >> STS >> STS>>STS>> STS >> STS >>STS >> STS>>STS>> STS >> STS >> STS >>STS>>STS>> STS >> STS >> STS >>STS>>STS>> STS >> STS >> STS >>STS>>STS >> STS >> STS >> STS >>STS>> STS >> STS >> STS >> STS >>STS>>STS >> STS >>STS >> STS>>STS>>STS >> STS >> STS >> STS>>STS>>STS >> STS >> STS >> STS >>STS >>STS>>STS >>STS >> STS>>STS>>STS>> STS>>STS >>STS >> STS >>STS >>STS >>STS >>STS >>STS >>STS>>STS >>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS >>STS >>STS >>STS>>STS >>STS >> STS>>STS>>STS>> STS>>STS>>STS>>STS>>STS >>STS >>STS >> SAN>SAN> SAN>SAN>SAN>SAN>SAN>SAN >SAN >SAN >SAN >SAN>SAN>SAN> SAN > SAN > SAN >SAN>SAN>SAN> SAN > SAN > SAN > SAN > SAN > SAN > SAN > SAN >SAN>SAN>SAN> SAN > SAN > SAN > SAN > SAN > SAN > SAN > SAN > SAN >SAN>SAN>SAN> SAN > SAN > SAN > SAN > SAN > SAN > SAN > SAN >SAN>SAN>SAN> SAN > SAN > SAN > SAN > SAN > SAN > SAN > SAN > SAN > SAN>SAN >SAN >SAN >SAN >SAN>SAN>SAN>SAN>SAN >SAN >SAN >SAN>SAN >SAN >SAN >SAN >SAN>SAN>SAN>SAN >SAN >SAN > SAN > SAN > SAN > SAN > SAN > SAN >SAN> SAN >SAN> SAN > SAN > SAN > SAN > SAN > SAN > SAN > SAN > SAN >SAN>SAN>SAN> SAN > SAN > SAN > SAN > SAN > SAN > SAN > SAN >SAN> SAN >SAN> SAN > SAN > SAN > SAN > SAN > SAN > SAN > SAN > SAN >SAN>SAN>SAN> SAN > SAN > SAN > SAN > SAN > SAN > SAN > SAN >SAN> SAN >SAN> SAN > SAN > SAN > SAN > SAN > SAN > SAN >SAN>SAN>SAN >SAN >SAN >SAN >SAN >SAN>SAN >SAN >SAN >SAN>SAN>SAN>SAN>SAN >SAN >SAN >SAN >SAN>SAN >SAN > SAN > SAN > SAN > SAN > SAN > SAN > SAN> SAN > SAN> SAN> SAN > SAN >SAN > SAN > SAN > SAN > SAN > SAN > SAN > SAN > SAN>SAN >SAN >SAN >SAN >SAN >SAN >SAN >SAN>SAN>SAN >SAN >SAN>SAN>SAN >SAN >SAN >SAN >SAN >SAN >SAN >SAN >SAN> SAN > SAN > SAN >SAN > SAN > SAN > SAN > SAN > SAN > SAN > SAN > SAN > SAN> SAN> SAN > SAN > SAN > SAN > SAN > SAN > SAN > SAN > SAN > SAN > SAN > SAN > SAN> SAN > SAN > SAN > SAN > SAN > SAN > SAN > SAN > SAN > SAN > SAN > SAN> SAN> SAN > SAN > SAN > SAN > SAN > SAN > SAN > SAN > SAN > SAN > SAN> SAN > SAN> SAN > SAN > SAN > SAN > SAN > SAN>SAN >SAN >SAN >SAN>SAN >SAN >SAN >SAN >SAN>SAN >SAN >SAN >SAN>SAN >SAN >SAN >SAN >SAN >SAN >SAN >SAN >SAN>SAN > SAN >SAN >SAN >SAN>SAN >SAN>SAN >SAN>SAN>SAN >SAN >SAN >SAN >SAN >SAN >SAN>SAN >SAN>SAN>SAN>SAN>SAN>SAN >SAN>SAN >SAN >SAN >SAN >SAN>SAN >SAN >SAN>SAN>SAN>SAN >SAN>SAN >SAN >SAN >SAN >SAN >SAN>SAN >SAN >SAN >SAN>SAN >SAN >SAN >SAN >SAN >SAN >SAN >SAN >SAN>SAN >SAN >SAN >SAN>SAN >SAN >SAN >SAN >SAN >SAN >SAN >SAN >SAN>SAN >SAN >SAN > SAN> SAN > SAN > SAN> SAN > SAN > SAN >SAN >SAN > SAN > SAN > SAN> SAN > SAN > SAN > SAN > SAN > SAN > SAN> SAN> SAN> SAN > SAN > SAN > SAN > SAN> SAN> SAN > SAN> SAN > SAN > SAN > SAN >SAN >SAN> SAN> SAN > SAN > SAN > SAN > SAN > SAN > SAN > SAN > SAN> SAN> SAN > SAN > SAN > SAN > SAN> SAN> SAN > SAN> SAN> SAN > SAN > SAN >SAN >SAN > SAN > SAN > SAN > SAN > SAN > SAN > SAN > SAN > SAN > SAN> SAN> SAN > SAN > SAN > SAN > SAN> SAN> SAN> SAN> SAN > SAN > SAN > SAN > SAN >SAN> SAN> SAN > SAN > SAN > SAN > SAN > SAN > SAN > SAN > SAN > SAN> SAN > SAN > SAN > SAN > SAN> SAN> SAN> SAN > SAN> SAN > SAN > SAN > SAN >SAN > SAN > SAN > SAN > SAN > SAN > SAN > SAN > SAN > SAN > SAN > SAN> SAN > SAN > SAN >SAN >SAN >SAN >SAN >SAN >SAN >SAN>SAN>0+00STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >>STS>> STS >>STS>> STS >> STS >> STS >> STS >> STS>>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >> STS>>STS>> STS >>STS >>STS>>STS >> STS >> STS>>STS>> STS >> STS >>STS>>STS >> STS >> STS >> STS >> STS >> STS >> STS>>STS >> STS >> STS >>STS>>STS >> STS >> STS>>STS>> STS >> STS >>STS>>STS >> STS >> STS>>STS>> STS >> STS >>STS>> STS >>STS >> STS>>STS >> STS >> STS >>STS>>STS >> STS >> STS >> STS>>STS >> STS >> STS>>STS>> STS >> STS >>STS>>STS >> STS >> STS>>STS>> STS >> STS >>STS>>STS >> STS >> STS>>STS>> STS >> STS >>STS>>STS >>STS >> STS >> STS >>STS >> STS >> STS>>STS >> STS >> STS >>STS>>STS >> STS >> STS>>STS>> STS >> STS >>STS>>STS >> STS >>STS>>STS>> STS >> STS >>STS>> STS >> STS >> STS >> STS >> STS >> STS >> STS>>STS >> STS >> STS >>STS>>STS >> STS >> STS>>STS>> STS >> STS >>STS>>STS >> STS >> STS>>STS>> STS >> STS >>STS>> STS >> STS >> STS>>STS>> STS >>STS >>STS>>STS >> STS >> STS >> STS >> STS >> STS >> STS>>STS >> STS >> STS >>STS>>STS >> STS >> STS>>STS>> STS >> STS >>STS>>STS >> STS >> STS>>STS>> STS >> STS >>STS>>STS >> STS >> STS >> STS >> STS >> STS >> STS>>STS >>STS >> STS >>STS>>STS >> STS >> STS>>STS>> STS >> STS >>STS>>STS >> STS >> STS>>STS>> STS >> STS >>STS>> STS >> STS >> STS>>STS>> STS >> STS >>STS>>STS >> STS >> STS >> STS >> STS >> STS >> STS>>STS >>STS >> STS >>STS>>STS >> STS >> STS>>STS>> STS >> STS >>STS>>STS >> STS >> STS>>STS>> STS >> STS >>STS>>STS >> STS >>STS >> STS >> STS >> STS >> STS>>STS >> STS >> STS >>STS>>STS >> STS >> STS>>STS>> STS >> STS >>STS>>STS >> STS >> STS>>STS>> STS >> STS >>STS>> STS >> STS >> STS>>STS >> STS >> STS >>STS>>STS >> STS >> STS >> STS>>STS >>STS >> STS>>STS>> STS >> STS >>STS>>STS >> STS >> STS>>STS>> STS >> STS >>STS>>STS >> STS >> STS>>STS>> STS >> STS >>STS>>STS >> STS >> STS >> STS >> STS >> STS >> STS>>STS >> STS >>STS >>STS>>STS >>STS >> STS>>STS>>STS >> STS >>STS>>STS >> STS >> STS>>STS>> STS >> STS >>STS>>STS >> STS >> STS >> STS >> STS >> STS >>STS>>STS >> STS >> STS >> STS >> STS >> STS >>STS >> STS >>STS >> STS >> STS >> STS >> STS >> STS>> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >>STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS>> STS >> STS >> STS>> STS >> STS >> STS >> STS >>STS>> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >>STS>> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS>> STS >> STS >> STS >> STS>> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >>STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >>STS >> STS >> STS >> STS>> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >>STS >> STS >> STS >> STS >> STS >> STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>> SAN > SAN >SAN>SAN >SAN>SAN > SAN >SAN > SAN >SAN >SAN>SAN >SAN > SAN > SAN >SAN > SAN >SAN > SAN > SAN >SAN> SAN >SAN> SAN > SAN > SAN > SAN > SAN > SAN >SAN> SAN > SAN >SAN> SAN > SAN > SAN > SAN >SAN> SAN > SAN >SAN> SAN > SAN >SAN> SAN > SAN > SAN >SAN >SAN>SAN >SAN >SAN >SAN >SAN >SAN >SAN>SAN >SAN > SAN>SAN >SAN >SAN > SAN>SAN>SAN >SAN >SAN >SAN >SAN >SAN >SAN>SAN >SAN >SAN>SAN>SAN >SAN >SAN >SAN>SAN >SAN >SAN >SAN >SAN >SAN >SAN>SAN >SAN >SAN >SAN>SAN>SAN >SAN > SAN >SAN >SAN>SAN >SAN >SAN >SAN >SAN>SAN >SAN >SAN >SAN >SAN >SAN > SAN >SAN>SAN>SAN>SAN >SAN >SAN>SAN >SAN >SAN >SAN > SAN >SAN>SAN>SAN >SAN >SAN > SAN > SAN > SAN >SAN >SAN>SAN>SAN >SAN > SAN >SAN > SAN > SAN >SAN >SAN >SAN >SAN >SAN> SAN >SAN > SAN > SAN >SAN >SAN >SAN>SAN >SAN> SAN >SAN > SAN > SAN > SAN >SAN >SAN>SAN>SAN>SAN > SAN >SAN > SAN > SAN >SAN >SAN >SAN>SAN >SAN> SAN >SAN>SAN > SAN >SAN >SAN >SAN >SAN >SAN >SAN >SAN > SAN > SAN > SAN >SAN >SAN>SAN >SAN>SAN>SAN >SAN >SAN > SAN >SAN >SAN >SAN >SAN>SAN > SAN >SAN > SAN > SAN >SAN >SAN >SAN>SAN >SAN> SAN >SAN > SAN > SAN >SAN >SAN >SAN>SAN >SAN> SAN >SAN > SAN > SAN > SAN >SAN >SAN >SAN>SAN >SAN > SAN >SAN > SAN > SAN>SAN >SAN >SAN>SAN >SAN> SAN >SAN > SAN > SAN >SAN>SAN >SAN >SAN >SAN> SAN >SAN > SAN >SAN > SAN >SAN >SAN>SAN >SAN>SAN > SAN >SAN > SAN > SAN >SAN >SAN >SAN>SAN>SAN> SAN >SAN > SAN > SAN >SAN >SAN >SAN>SAN >SAN> SAN >SAN >SAN > SAN > SAN >SAN >SAN >SAN >SAN>SAN > SAN >SAN > SAN > SAN >SAN >SAN >SAN>SAN>SAN>SAN >SAN >SAN > SAN >SAN >SAN >SAN >SAN>SAN> SAN >SAN > SAN > SAN >SAN >SAN >SAN>SAN >SAN >SAN >SAN >SAN > SAN > SAN >SAN >SAN >SAN>SAN>SAN > SAN >SAN > SAN > SAN >SAN >SAN >SAN>SAN >SAN> SAN >SAN > SAN > SAN>SAN >SAN >SAN>SAN >SAN > SAN >SAN > SAN > SAN > SAN>SAN >SAN >SAN>SAN>SAN > SAN >SAN > SAN > SAN >SAN >SAN >SAN>SAN>SAN> SAN >SAN > SAN > SAN >SAN >SAN >SAN>SAN>SAN > SAN >SAN > SAN > SAN > SAN >SAN >SAN>SAN >SAN >SAN > SAN >SAN > SAN > SAN > STS >>STS>>STS >> STS>>STS >>STS>>STS>> STS >> STS >>STS>>STS >> STS >> STS >>STS>>STS >> STS >> STS >>STS>>STS >> STS >> STS >>STS>>STS >> STS >> STS >>STS>>STS >> STS >> STS >>STS>>STS >> STS >> STS >>STS>> STS >>STS>>STS>>STS >> STS >> STS >>STS>>STS>> STS >> STS >>STS>>STS >> STS >>STS>>STS>>STS >> STS >> STS >> 0+0 0 0+3 5 . 0 3 STS >>STS >>STS >>STS >>STS>>STS >>STS >>STS >>STS >>STS>>STS >>STS>>STS >>STS >>STS>>STS >>STS >> STS >> STS >> STS >> STS >>STS>>STS>>STS >>STS>>STS >>STS >>STS>>STS >>STS>>STS >>STS>>STS >>STS>>STS >>STS >>STS>>STS >>STS >>STS>>STS >>STS >>STS>>STS>>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS>>STS >>STS>>STS>>STS>>STS >>STS >>STS >>STS >>STS>> STS >> STS >> STS >>STS>>STS>> STS >> STS >> STS>>STS>> STS >> STS >> STS >> STS>>STS >> STS >> STS >>STS>> STS >> STS >> STS >>STS>>STS >> STS >> STS >> STS>>STS>> STS >> STS >> STS>>STS>>STS >> STS >> STS >>STS>>STS >> STS >> STS >>STS>>STS >> STS >> STS >> STS>>STS>> STS >> STS >> STS>>STS>>STS >> STS >> STS >>STS>>STS >> STS >> STS >>STS>>STS >> STS >> STS >>STS>>STS>> STS >> STS >> STS>>STS>>STS >> STS >> STS >>STS>>STS >> STS >> STS >>STS>>STS >> STS >>STS >> STS>>STS>> STS >> STS >> STS>>STS >> STS >> STS >> STS >>STS>>STS >> STS >>STS >>STS>>STS >>STS >> STS >> STS>>STS>> STS >> STS >> STS>>STS >> STS >> STS SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS>>STS >>STS>>STS >>STS >>STS >> SAN > SAN > SAN > SAN>SAN> SAN >SAN > SAN >SAN>SAN> SAN >SAN > SAN >SAN>SAN > SAN > SAN > SAN >SAN> L2.3 1 ENLARGED LANDSCAPE PLAN - SOUTH L2.3 1 ENLARGED LANDSCAPE PLAN - NORTH 'B' L2.2 1 ENLARGED LANDSCAPE PLAN - NORTH 'A'FEATURE PLANT BEDFEATURE PLANT BEDFEATURE PLANT BEDBLUFF CREEK BLVD AVIENDA PARKWAY PRIVATE DRIVE S.48 (TYP) 8 (TYP) 8(TYP) 8(TYP) 8(TYP) 8 (TYP) MILLS LANE OUTLOT CBLUFF CREEK OVERLAY DISTRICT PRIMARY BOUNDARYBLUFF CREEK OVERLAY DISTRICT SECONDARY BOUNDARYORNAMENTAL TREES CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE ROOT COND. MASS 19 Malus x `Spring Snow`Spring Snow Crabapple 25`H x 20`W 1.5"Cal B & B SHRUBS CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE CONTAINER CORE 50 Cornus sericea Red Twig Dogwood 10`H x 10`W 5 GAL.POT PHYS 51 Physocarpus opulifolius 'Diabolo'Dwarf Ninebark 6`H x 6`W #3 POT THTE 48 Thuja occidentalis `Techny`Techny Arborvitae 15`H x 8`W 6` HT.B&B VITR 57 Viburnum trilobum American Cranberrybush 10`H x 10`W 5 GAL.POT GRASSES CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE CONTAINER CAKF 8 Calamagrostis x acutiflora `Karl Foerster`Feather Reed Grass 4`H x 2`W 2 GAL.POT MIPU 71 Miscanthus purpurascens Silver Grass 5`H x 3`W 1 GAL.POT PERENNIALS CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE CONTAINER ASCH 18 Astilbe chinensis `Vision in White`Vision in White Chinese Astilbe 1.5`H x 1.5W #1 Cont.POT PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 PROJECT NO. FILE NAME LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. PROJECT CERTIFICATION 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN FINAL PLAT SUBMITTAL SEPTEMBER 30, 2022 SCD14001.CUD 2022LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Landscape Architect under the laws of the state of MINNESOTA. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Joshua K. Popehn License No:Date: 09/30/2022 1 L201SCD001.DWG LANDSCAPE PLAN - OVERALL L2.1 NORTH 0 60 120 Contact Utility Service providers for field location of services 72 hours prior to beginning. Coordinate installation with Contractors performing related work. Seed mixture (BWSR Dry to Mesic South/West) as defined in current BWSR online resources. Native Seeds shall be of Minnesota origin and certified by the Minnesota Crop Improvement Association (MCIA). Provide verifying documentation to the Owner 30 days minimum prior to installation. Plant material shall conform to the American Association of Nurserymen Standards and be of hardy stock, free from disease, infestation, damage, and disfiguration. All existing deciduous/coniferous trees are to be trimmed of dead wood and pruned to a natural uniform shape. Planting soil shall consist of 4 parts topsoil to 1 part peat humus, with 3 pounds of commercial fertilizer added per cubic yard. Spread a minimum of 6 inches of topsoil and sod all turf areas disturbed by Construction. Coordinate with grading contractor to ensure final grades are met. Follow MNDOT Seeding Manual for planting instructions for establishment of native seed and provide coordination for required erosion prevention and sediment control. Edge planting beds with 6-inch Black Vinyl Edging (Black Diamond or approved equal) except where adjacent to curbing, walks or buildings. Place plants according to layout with proper nominal spacing. For discrepancy between the number of plants on the Schedule and the number shown on the Drawing, the Drawing shall govern. Quantities shown on this sheet are total quantities for design. See Details for depth of planting soil. Install 4 inch depth of triple-shredded hardwood mulch in Shrub Bed Areas. Install 2 to 3 inch depth of triple-shredded hardwood mulch in Perennial Bed Areas. 2. 3. 5. 6. 7. 9. 10. 11. 12. 13. 14. GENERAL NOTES LANDSCAPE NOTES For construction Staking and Surveying services contact Landform at 612.252.9070.1. PLANT SCHEDULE - OVERALL CITY REQUIREMENTS Install a 4-foot diameter triple-shredded hardwood mulch dish around trees not placed within a Shrub or Perennial Planting Bed. Edging is not required, unless noted otherwise. Irrigation shall be designed by irrigation contractor. Contractor shall submit design plan and all shop drawings and system components to Landscape Architect for review, prior to purchase and installation. Contractor shall follow all applicable codes and obtain all necessary permits from local jurisdiction. All plant material shall have a 2-year warranty. The warranty shall begin after the last plant has been installed and the Landscape Architect has approved the installation. Landscape contractor is responsible for replacing any and all plant material that dies during the warranty period. Landscape contractor shall assume all costs to any replacements. All replacements shall be same species and sizes and equal or better vigor as original installation. 15. 16. 17. LEGEND Minimum of one (1) deciduous or coniferous tree placed in front yard of each lot. City Approved Tree List (Sec. 18-61) Buffers required when plat is contiguous with a colllector and/or arterial street. Buffers shall be a mix of trees and shrubs. Sodded turf. See Note #8 Seed mix: BWSR Dry to Mesic Buffer South and West Seed at rate of 46.18 lb/acre 4. 8. 553 DECIDUOUS TREES CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE ROOT COND. ACGM 1 Acer saccharum `Green Mountain` TM Green Mountain Sugar Maple 60`H x 40`W 2.5"Cal B & B AFJ3 5 Acer x freemanii `Jeffersred`Autumn Blaze Maple 50`H x 40`W 2.5"Cal B & B BENI 8 Betula nigra River Birch 60`H x 50`W 2.5"Cal B & B TILG 5 Tilia cordata `Greenspire`Greenspire Littleleaf Linden 60`H x 40`W 2.5"Cal B & B ULMO 5 Ulmus x `Morton Accolade` TM American Elm `Accolade`60`H x 40`W 2.5" Cal.B & B EVERGREEN TREES CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE ROOT COND. PIGL 3 Picea glauca White Spruce 50`H x 20`W 6`B & B PIDE6 16 Picea glauca 'Densata'Black Hills White Spruce 45`H x 20`W 6` Ht.B & B PIDE8 10 Picea glauca `Densata`Black Hills Spruce 45`H x 20`W 8` HT B & B SHRUBS CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE CONTAINER CORE 25 Cornus sericea Red Twig Dogwood 10`H x 10`W 5 GAL.POT PHYS 22 Physocarpus opulifolius 'Diabolo'Dwarf Ninebark 6`H x 6`W #3 POT THTE 32 Thuja occidentalis `Techny`Techny Arborvitae 15`H x 8`W 6` HT.B&B VITR 23 Viburnum trilobum American Cranberrybush 10`H x 10`W 5 GAL.POT GRASSES CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE CONTAINER MIPU 29 Miscanthus purpurascens Silver Grass 5`H x 3`W 1 GAL.POT AVIEN D A P A R K W A Y 12345678123456712345BLOCK 3BLOCK 4BLOCK 5STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS >>STS >> STS >>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>SAN>SAN>30' SITE TRIANGLE (2) TILG (1) ACGM (3) BENI (2) BENI(2) AFJ3(3) ULMO (2) ULMO (3) AFJ3 (3) TILG (2) BENI (1) BENI (5) THTE (2) CORE (2) PIDE8 (3) PIDE6 (3) CORE (3) THTE (3) THTE (3) CORE (4) THTE (3) PIDE6 (3) CORE(3) THTE(2) PIDE8 (5) PIDE6(3) PIDE8(2) PIDE6 (1) PIDE6 (1) PIGL(1) PIDE8 (1) PIDE6(1) PIGL (1) PIDE6 (1) PIDE8 (1) PIGL (1) PIDE8 (1) CORE (3) THTE (5) PHYS (3) CORE (5) VITR (5) MIPU (5) MIPU (3) CORE (3) VITR (4) PHYS (3) THTE (7) MIPU (3) VITR (2) CORE (2) THTE (2) CORE (5) PHYS (5) MIPU (2) VITR (2) THTE (3) VITR (6) PHYS (2) THTE (3) CORE (4) VITR (2) PHYS (2) THTE (3) VITR (2) THTE (1) CORE (7) MIPU(2) VITR MILLS DRIVEMILLS LANE 8(TYP) 8(TYP) 8(TYP) 8(TYP) 8 (TYP) PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 PROJECT NO. FILE NAME LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. PROJECT CERTIFICATION 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN FINAL PLAT SUBMITTAL SEPTEMBER 30, 2022 SCD14001.CUD 2022LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Landscape Architect under the laws of the state of MINNESOTA. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Joshua K. Popehn License No:Date: 09/30/2022 1 L202SCD001.DWG ENLARGED LANDSCAPE PLAN - NORTH - A L2.2 NORTH 0 30 60MATCHLINE - SEE SHEET L2.3Contact Utility Service providers for field location of services 72 hours prior to beginning. Coordinate installation with Contractors performing related work. Seed mixture (BWSR Dry to Mesic South/West) as defined in current BWSR online resources. Native Seeds shall be of Minnesota origin and certified by the Minnesota Crop Improvement Association (MCIA). Provide verifying documentation to the Owner 30 days minimum prior to installation. Plant material shall conform to the American Association of Nurserymen Standards and be of hardy stock, free from disease, infestation, damage, and disfiguration. All existing deciduous/coniferous trees are to be trimmed of dead wood and pruned to a natural uniform shape. Planting soil shall consist of 4 parts topsoil to 1 part peat humus, with 3 pounds of commercial fertilizer added per cubic yard. Spread a minimum of 6 inches of topsoil and sod all turf areas disturbed by Construction. Coordinate with grading contractor to ensure final design grades are met. Follow MNDOT Seeding Manual for planting instructions for establishment of native seed and provide coordination for required erosion prevention and sediment control. Edge planting beds with 6-inch Black Vinyl Edging (Black Diamond or approved equal) except where adjacent to curbing, walks or buildings. Place plants according to layout with proper nominal spacing. For discrepancy between the number of plants on the Schedule and the number shown on the Drawing, the Drawing shall govern. Quantities shown on plant schedule are for this sheet only. See sheet L2.1 for overall quantities for design. See Details for depth of planting soil. Install 4 inch depth of triple-shredded hardwood mulch in Shrub Bed Areas. Install 2 to 3 inch depth of triple-shredded hardwood mulch in Perennial Bed Areas. Install a 4-foot diameter triple-shredded hardwood mulch dish around trees not placed within a Shrub or Perennial Planting Bed. Edging is not required, unless noted otherwise. Irrigation shall be designed by irrigation contractor. Contractor shall submit design plan and all shop drawings and system components to Landscape Architect for review, prior to purchase and installation. Contractor shall follow all applicable codes and obtain all necessary permits from local jurisdiction. All plant material shall have a 2-year warranty. The warranty shall begin after the last plant has been installed and the Landscape Architect has approved the installation. Landscape contractor is responsible for replacing any and all plant material that dies during the warranty period. Landscape contractor shall assume all costs to any replacements. All replacements shall be same species and sizes and equal or better vigor as original installation. 2. 3. 4. 5. 6. 7. 9. 10. 11. 12. 13. 14. 15. 16. 17. GENERAL NOTES LANDSCAPE NOTES For construction Staking and Surveying services contact Landform at 612.252.9070.1. PLANT SCHEDULE - NORTH 'B' LEGEND Sodded Turf. See Note #8 8. 554 DECIDUOUS TREES CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE ROOT COND. ACGM 1 Acer saccharum `Green Mountain` TM Green Mountain Sugar Maple 60`H x 40`W 2.5"Cal B & B AFJ3 3 Acer x freemanii `Jeffersred`Autumn Blaze Maple 50`H x 40`W 2.5"Cal B & B GYDI 3 Gymnocladus dioica Kentucky Coffee Tree 70`H x 45`W 2.5"Cal B & B TILG 7 Tilia cordata `Greenspire`Greenspire Littleleaf Linden 60`H x 40`W 2.5"Cal B & B EVERGREEN TREES CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE ROOT COND. PIGL 2 Picea glauca White Spruce 50`H x 20`W 6`B & B PIDE6 14 Picea glauca 'Densata'Black Hills White Spruce 45`H x 20`W 6` Ht.B & B PIDE8 4 Picea glauca `Densata`Black Hills Spruce 45`H x 20`W 8` HT B & B SHRUBS CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE CONTAINER CORE 21 Cornus sericea Red Twig Dogwood 10`H x 10`W 5 GAL.POT PHYS 11 Physocarpus opulifolius 'Diabolo'Dwarf Ninebark 6`H x 6`W #3 POT THTE 16 Thuja occidentalis `Techny`Techny Arborvitae 15`H x 8`W 6` HT.B&B VITR 18 Viburnum trilobum American Cranberrybush 10`H x 10`W 5 GAL.POT GRASSES CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE CONTAINER MIPU 21 Miscanthus purpurascens Silver Grass 5`H x 3`W 1 GAL.POT MILLS DRIVE89101132154321BLOCK 1BLOCK 2STS>>STS>>STS>>STSSAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN >STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS>>STS >>STS>>STS>>STS>>STS >>STS >>STS>>STS>> 0+0 0 0+3 5 . 0 3 SAN>SAN30' SITE TRIANGLE AVIENDA PARK W A Y FEATURE PLANT BED(3) PHYS (4) MIPU (3) VITR (3) CORE (2) PHYS (2) THTE (5) MIPU (1) VITR (3) TILG (2) TILG (1) GYDI (3) AFJ3 (2) GYDI (2) TILG (1) ACGM (1) PIDE6 (1) PIDE8(1) PIDE8 (1) PIDE6(1) PIDE8(1) PIGL(1) PIDE8 (1) PIDE6(1) PIGL (3) THTE (3) CORE (2) PIDE6 (2) CORE (3) PIDE6 (3) CORE (3) THTE (2) PIDE6 (2) PIDE6 (4) CORE (2) PIDE6 (3) CORE (3) VITR (2) THTE (1) CORE (4) VITR (7) MIPU (3) THTE (6) PHYS (3) VITR (2) CORE (3) THTE (5) MIPU (4) VITR 4(TYP) 8(TYP) 8(TYP) 8(TYP) 8(TYP) 8(TYP) PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 PROJECT NO. FILE NAME LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. PROJECT CERTIFICATION 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN FINAL PLAT SUBMITTAL SEPTEMBER 30, 2022 SCD14001.CUD 2022LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Landscape Architect under the laws of the state of MINNESOTA. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Joshua K. Popehn License No:Date: 09/30/2022 1 L203SCD001.DWG ENLARGED LANDSCAPE PLAN - NORTH 'B' L2.3 NORTH 0 30 60 Contact Utility Service providers for field location of services 72 hours prior to beginning. Coordinate installation with Contractors performing related work. Seed mixture (BWSR Dry to Mesic South/West) as defined in current BWSR online resources. Native Seeds shall be of Minnesota origin and certified by the Minnesota Crop Improvement Association (MCIA). Provide verifying documentation to the Owner 30 days minimum prior to installation. Plant material shall conform to the American Association of Nurserymen Standards and be of hardy stock, free from disease, infestation, damage, and disfiguration. All existing deciduous/coniferous trees are to be trimmed of dead wood and pruned to a natural uniform shape. Planting soil shall consist of 4 parts topsoil to 1 part peat humus, with 3 pounds of commercial fertilizer added per cubic yard. Spread a minimum of 6 inches of topsoil and sod all turf areas disturbed by Construction. Coordinate with grading contractor to ensure final design grades are met. Follow MNDOT Seeding Manual for planting instructions for establishment of native seed and provide coordination for required erosion prevention and sediment control. Edge planting beds with 6-inch Black Vinyl Edging (Black Diamond or approved equal) except where adjacent to curbing, walks or buildings. Place plants according to layout with proper nominal spacing. For discrepancy between the number of plants on the Schedule and the number shown on the Drawing, the Drawing shall govern. Quantities shown on plant schedule are for this sheet only. See sheet L2.1 for overall quantities for design. See Details for depth of planting soil. Install 4 inch depth of triple-shredded hardwood mulch in Shrub Bed Areas. Install 2 to 3 inch depth of triple-shredded hardwood mulch in Perennial Bed Areas. Install a 4-foot diameter triple-shredded hardwood mulch dish around trees not placed within a Shrub or Perennial Planting Bed. Edging is not required, unless noted otherwise. Irrigation shall be designed by irrigation contractor. Contractor shall submit design plan and all shop drawings and system components to Landscape Architect for review, prior to purchase and installation. Contractor shall follow all applicable codes and obtain all necessary permits from local jurisdiction. All plant material shall have a 2-year warranty. The warranty shall begin after the last plant has been installed and the Landscape Architect has approved the installation. Landscape contractor is responsible for replacing any and all plant material that dies during the warranty period. Landscape contractor shall assume all costs to any replacements. All replacements shall be same species and sizes and equal or better vigor as original installation. 2. 3. 5. 6. 7. 9. 10. 11. 12. 13. 14. 15. 16. 17. GENERAL NOTES LANDSCAPE NOTES For construction Staking and Surveying services contact Landform at 612.252.9070.1.MATCHLINE - SEE SHEET L2.2PLANT SCHEDULE - NORTH 'B' LEGEND Sodded Turf. See Note #8 Seed mix: BWSR Dry to Mesic Buffer South and West Seed at rate of 46.18 lb/acre 4. 8. 555 FFE=915.0FFE=915.0 263.03S01°56'14"WFEAT U R E PL A NT B E D FEAT U R E P L A N T B E D (1) PIDE6 (2) PIDE8 (2) CORE (2) PIDE6 (1) PIDE8 (1) PIDE8 (2) PIDE6 (2) CORE (1) AFJ3 (7) MASS (2) PIDE6 (3) PIDE8 (2) PIDE6 (1) PIDE8 (5) THTY (3) MASS (3) VITR (6) MIPU (2) PIDE6 (1) PIDE8(1) MASS (4) PHYS (2) MASS (1) PIDE8 (1) PIDE6 (1) PHYS (1) MASS (6) MIPU (5) PHYS(3) VITR(1) PIDE6 (1) PIDE8 (1) PIDE6 (1) PIDE8(2) MASS(3) MASS (2) AFJ3 (3) PHYS (4) MIPU (3) VITR (9) ASCH (8) CAKF (9) ASCH (2) VITR (1) TILG (1) AFJ3 BLUF F C R E E K B L V D BLUFF CREE K B L V D AVIENDA LANE SANSAN>SAN>SAN>SAN >SAN>SAN>SAN>SAN>SAN >SAN > SAN > SAN >STS>>STS >> S T S > >STSSTS>>STS >> STS >> STS>>STS>>STS>>STS >> STS >>STS >>STS>>STS 8(TYP) 8(TYP) 8(TYP) OUTLOT C BLUFF CREEK OVE R L A Y D I S T R I C T S E C O N D A R Y B O U N D A R Y BLUFF CREEK OVE R L A Y D I S T R I C T P R I M A R Y B O U N D A R Y 30' SITE TRIANGLE 30' SITE TRIANGLE DECIDUOUS TREES CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE ROOT COND. AFJ3 4 Acer x freemanii `Jeffersred`Autumn Blaze Maple 50`H x 40`W 2.5"Cal B & B TILG 1 Tilia cordata `Greenspire`Greenspire Littleleaf Linden 60`H x 40`W 2.5"Cal B & B EVERGREEN TREES CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE ROOT COND. PIDE6 14 Picea glauca 'Densata'Black Hills White Spruce 45`H x 20`W 6` Ht.B & B PIDE8 12 Picea glauca `Densata`Black Hills Spruce 45`H x 20`W 8` HT B & B THTY 5 Thuja occidentalis `Techny`Techny Arborvitae 15`H x 10`W 6` Ht.B & B ORNAMENTAL TREES CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE ROOT COND. MASS 19 Malus x `Spring Snow`Spring Snow Crabapple 25`H x 20`W 1.5"Cal B & B SHRUBS CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE CONTAINER CORE 4 Cornus sericea Red Twig Dogwood 10`H x 10`W 5 GAL.POT PHYS 18 Physocarpus opulifolius 'Diabolo'Dwarf Ninebark 6`H x 6`W #3 POT VITR 16 Viburnum trilobum American Cranberrybush 10`H x 10`W 5 GAL.POT GRASSES CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE CONTAINER CAKF 8 Calamagrostis x acutiflora `Karl Foerster`Feather Reed Grass 4`H x 2`W 2 GAL.POT MIPU 21 Miscanthus purpurascens Silver Grass 5`H x 3`W 1 GAL.POT PERENNIALS CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE CONTAINER ASCH 18 Astilbe chinensis `Vision in White`Vision in White Chinese Astilbe 1.5`H x 1.5W #1 Cont.POT PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 PROJECT NO. FILE NAME LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. PROJECT CERTIFICATION 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN FINAL PLAT SUBMITTAL SEPTEMBER 30, 2022 SCD14001.CUD 2022LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Landscape Architect under the laws of the state of MINNESOTA. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Joshua K. Popehn License No:Date: 09/30/2022 1 L204SCD001.DWG ENLARGED LANDSCAPE PLAN - SOUTH L2.4 NORTH 0 30 60 Install 4 inch depth of triple-shredded hardwood mulch in Shrub Bed Areas. Install 2 to 3 inch depth of triple-shredded hardwood mulch in Perennial Bed Areas. Install a 4-foot diameter triple-shredded hardwood mulch dish around trees not placed within a Shrub or Perennial Planting Bed. Edging is not required, unless noted otherwise. Irrigation shall be designed by irrigation contractor. Contractor shall submit design plan and all shop drawings and system components to Landscape Architect for review, prior to purchase and installation. Contractor shall follow all applicable codes and obtain all necessary permits from local jurisdiction. All plant material shall have a 2-year warranty. The warranty shall begin after the last plant has been installed and the Landscape Architect has approved the installation. Landscape contractor is responsible for replacing any and all plant material that dies during the warranty period. Landscape contractor shall assume all costs to any replacements. All replacements shall be same species and sizes and equal or better vigor as original installation. 13. 14. 15. 16. 17. Contact Utility Service providers for field location of services 72 hours prior to beginning. Coordinate installation with Contractors performing related work. Seed mixture (BWSR Dry to Mesic South/West) as defined in current BWSR online resources. Native Seeds shall be of Minnesota origin and certified by the Minnesota Crop Improvement Association (MCIA). Provide verifying documentation to the Owner 30 days minimum prior to installation. Plant material shall conform to the American Association of Nurserymen Standards and be of hardy stock, free from disease, infestation, damage, and disfiguration. All existing deciduous/coniferous trees are to be trimmed of dead wood and pruned to a natural uniform shape. Planting soil shall consist of 4 parts topsoil to 1 part peat humus, with 3 pounds of commercial fertilizer added per cubic yard. Spread a minimum of 6 inches of topsoil and sod all turf areas disturbed by Construction. Coordinate with grading contractor to ensure final design grades are met. Follow MNDOT Seeding Manual for planting instructions for establishment of native seed and provide coordination for required erosion prevention and sediment control. Edge planting beds with 6-inch Black Vinyl Edging (Black Diamond or approved equal) except where adjacent to curbing, walks or buildings. Place plants according to layout with proper nominal spacing. For discrepancy between the number of plants on the Schedule and the number shown on the Drawing, the Drawing shall govern. Quantities shown on plant schedule are for this sheet only. See sheet L2.1 for overall quantities for design. See Details for depth of planting soil. 2. 3. 4. 5. 6. 7. 9. 10. 11. 12. GENERAL NOTES LANDSCAPE NOTES For construction Staking and Surveying services contact Landform at 612.252.9070.1. PLANT SCHEDULE - NORTH LEGEND Sodded turf. See Note #8 8. 556 MILLS DRIVESAN>SAN>SANSAN>SAN>SAN>SAN>SAN >SAN >SAN >SAN >SAN >SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SANSAN>STS>>STS>>STS>>STS>>STS>>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS>>STS>>STS >>STS >>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STSSAN>SAN>SAN>0+00STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>SAN>SAN>SAN>0+0 0 0+3 5 . 0 3 STS>>STSSAN>BLUFF CREEK BLVD AVIENDA PARKWAY PRIVATE DRIVE S.MILLS LANE A A A PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 PROJECT NO. FILE NAME LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. PROJECT CERTIFICATION 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN FINAL PLAT SUBMITTAL SEPTEMBER 30, 2022 SCD14001.CUD 2022LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 1 L401SCD001.DWG PHOTOMETRICS PLAN L4.1 NORTH 0 60 120 PHOTOMETRICS NOTES All fixtures shall be type 'A' as shown in graphic on this sheet. Mount on 18' pole. Color: light gray 1. 2. A 557 PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 PROJECT NO. FILE NAME LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. PROJECT CERTIFICATION 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN FINAL PLAT SUBMITTAL SEPTEMBER 30, 2022 SCD14001.CUD 2022LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Landscape Architect under the laws of the state of MINNESOTA. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Joshua K. Popehn License No:Date: 09/30/2022 1 SUBGRADE AREA DUG/TILLED TO PROMOTE ROOT GROWTH 3-5x DIA. OF SOIL BALL AREA DUG FOR PLANTING 2-3x DIA. OF SOIL BALL SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING CUT TOP OF WIRE BASKET 1/3 (MIN.) FROM TOP OF ROOTBALL. CUT TWINE FROM AROUND TOP 1/3 (MIN.) OF ROOTBALL. CUT AND ROLL BACK BURLAP 1/3 (MIN.) FROM TOP OF ROOTBALL. 2" X 2" X 24" WOOD STAKE SET AT ANGLE EXISTING SOIL LOOSENED PLANTING SOIL (SEE PLANS) EDGE CONDITION VARIES INSPECT FOR ENCIRCLING ROOTS TO MITIGATE FUTURE STEM GIRDLING. REJECT ANY TREES THAT ARE SEVERELY AFFECTED. TWO ALTERNATE METHODS OF TREE STAKING ARE ILLUSTRATED AND TO BE UTILIZED ONLY IF NECESSARY. MAINTAIN TREES IN A PLUMB POSITION THROUGHOUT THE GUARANTEE PERIOD. SEE SPECIFICATIONS. FLAGGING: ONE (1) FLAG PER WIRE DOUBLE STRAND 14 GA. WIRE - 3' @ 120 DEGREE INTERVALS (TYP.) TREE SHALL BE PLANTED WITH ROOT FLARE EVEN WITH SOIL LINE OR FIRST MAJOR BRANCHING ROOT ONE (1) INCH BELOW SOIL LINE. IF ROOT FLARE IS NOT APPARENT IT MAY BE COVERED BY BURLAP OR SOIL. ADJUST PLANT AS NEEDED TO MAINTAIN APPROPRIATE DEPTH. 16" POLYPROPYLENE OR POLYETHYLENE (40 MIL, 1-1/2" WIDE STRAP TYP.) TREE WRAP TO FIRST BRANCH NOTES: 8' STEEL STAKE. PLACE WITHIN TWO (2) INCHES OF ROOT BALL. NO SCALE DECIDUOUS TREE PLANTINGVARIES PER SPECIES(SEE PLANS)24" MIN.FOUR (4") INCHES MAX.SHREDDED HARDWOOD MULCH (SEE PLANS) 1 TREE SHALL BE PLANTED WITH ROOT FLARE EVEN WITH SOIL LINE OR FIRST MAJOR BRANCHING ROOT ONE (1) INCH BELOW SOIL LINE. IF ROOT FLARE IS NOT APPARENT IT MAY BE COVERED BY BURLAP OR SOIL. ADJUST PLANT AS NEEDED TO MAINTAIN APPROPRIATE DEPTH. DOUBLE STRAND 14 GA. WIRE - 3' @ 120 DEGREE INTERVALS (TYP.)VARIESAREA DUG FOR PLANTING 2x-3x DIA. OF SOIL BALL24" MINSCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING 2" X 2" X 24" WOOD STAKE SET AT ANGLE PLANTING SOIL (SEE PLANS) EDGE CONDITION VARIES (SEE PLANS) CUT TOP OF WIRE BASKET 1/3 (MIN.) FROM TOP OF BALL. CUT TWINE FROM AROUND TOP 1/3 (MIN.) OF ROOTBALL. CUT AND ROLL BACK BURLAP 1/3 (MIN.) FROM TOP OF ROOTBALL. 16" POLYPROPYLENE OR POLYETHYLENE (40 MIL, 1-1/2" WIDE STRAP TYP.) FLAGGING: ONE (1) PER WIRE 8' STEEL STAKE. PLACE TWO (2) INCHES FROM ROOT BALL. INSPECT FOR ENCIRCLING ROOTS TO MITIGATE FUTURE STEM GIRDLING. REJECT ANY TREES THAT ARE SEVERELY AFFECTED. TWO ALTERNATE METHODS OF TREE STAKING ARE ILLUSTRATED AND TO BE UTILIZED ONLY IF NECESSARY. MAINTAIN TREES IN A PLUMB POSITION THROUGHOUT THE GUARANTEE PERIOD AS DEFINED ON PLANS AND/OR SPECIFICATIONS. NOTES: NO SCALE CONIFEROUS TREE PLANTING EXISTING SUBGRADE AREA DUG/TILLED TO PROMOTE ROOT GROWTH 3-5x DIA. OF SOIL BALL EXISTING SOIL LOOSENED FOUR (4") INCHES SHREDDED HARDWOOD MULCH 2 SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING. PLACE PLANT AS SHOWN ON PLAN EXISTING SUBGRADE REFER TO LANDSCAPE PLAN(S) FOR GROUNDCOVER OUTSIDE SHRUB BED(S) FINISHED GRADE IF ROOTS ARE PRESENT AROUND THE EDGES OF ROOTBALL, UNCOIL OR CUT AS MANY AS POSSIBLE WITHOUT DESTROYING SOIL MASS. DIG PLANTING PIT NO DEEPER THAN HEIGHT OF ROOT BALL. NOTES: TOP OF ROOT MASS SHALL BE LEVEL WITH FINISHED GRADE PLANTING SOIL (SEE PLANS) NO SCALE SHRUB PLANTING DIG PLANTING PIT 3X WIDEST DIMENSION OF ROOT BALL ROOT BALL SITS ON EXISTING OR RECOMPACTED SUBGRADE. FOUR (4) INCH HIGH SOIL BERM CONSTRUCTED AROUND ENTIRE ROOT BALL. BERM SHALL BEGIN AT ROOT BALL EDGE. MULCH (SEE PLANS) EDGING (SEE PLANS) 3 12" 6"MIN. MIN. SPACING VARIES (SEE PLANS) IF ROOTS ARE PRESENT AROUND THE EDGES OF ROOTBALL, UNCOIL OR CUT AS MANY AS POSSIBLE WITHOUT DESTROYING SOIL MASS. NO SCALE PERENNIAL PLANTING 18" MIN. SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING. EXISTING SUBGRADE BACKFILL WITH PLANTING SOIL THAT IS THOROUGHLY TILLED AND LOOSENED. (SEE PLANS) REFER TO LANDSCAPE PLAN(S) FOR GROUNDCOVER OUTSIDE PLANTING BED EDGING MULCH CREATE SAUCER AROUND PLANT WITH PLANTING SOIL PERENNIAL PLANT MATERIAL SHALL NOT BE PLACED CLOSER THAN ONE (1) FOOT FROM EDGE OF PLANTING BED 4 IF ROOTS ARE PRESENT AROUND THE EDGES OF ROOTBALL, UNCOIL OR CUT AS MANY AS POSSIBLE WITHOUT DESTROYING SOIL MASS. NOTES: NO SCALE STEEP SLOPE PLANTING SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING. EDGE CONDITION VARIES (SEE PLANS) EDGING (SEE PLANS) PLANTING SOIL (SEE PLANS) MULCH (SEE PLANS) ROUND-TOPPED SOIL BERM, 4" HIGH x 8" WIDE, ABOVE ROOT BALL SURFACE, CENTERED ON DOWNHILL SIDE FOR 240 DEGREES.FINISHED GRADE EXISTING SUBGRADE ORIGINAL GRADE SHALL PASS THROUGH POINT WHERE TRUNK MEETS TOP OF ROOT BALL. DIG PLANTING PIT 3X WIDTH OF ROOT BALL SECTION SECTION PLAN VIEW SECTION VIEW ROUND-TOPPED BERM ROOT BALL EDGE SLOPE5 L701SCD001.DWG LANDSCAPE DETAILS L7.1 558 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA AVIENDA TOWNHOMES DEVELOPMENT CONTRACT (Developer Installed Improvements) 559 i TABLE OF CONTENTS SPECIAL PROVISIONS PAGE 1. REQUEST FOR PLAT APPROVAL ............................................................................ SP-1 2. CONDITIONS OF PLAT APPROVAL ........................................................................ SP-1 3. DEVELOPMENT PLANS ............................................................................................ SP-1 4. IMPROVEMENTS ........................................................................................................ SP-2 5. TIME OF PERFORMANCE ......................................................................................... SP-2 6. SECURITY .................................................................................................................... SP-2 7. NOTICE ......................................................................................................................... SP-3 8. OTHER SPECIAL CONDITIONS................................................................................ SP-3 9. GENERAL CONDITIONS ........................................................................................... SP-5 GENERAL CONDITIONS 1. RIGHT TO PROCEED ................................................................................................. GC-1 2. PHASED DEVELOPMENT ........................................................................................ GC-1 3. PRELIMINARY PLAT STATUS ................................................................................ GC-1 4. CHANGES IN OFFICIAL CONTROLS ..................................................................... GC-1 5. IMPROVEMENTS ....................................................................................................... GC-1 6. IRON MONUMENTS .................................................................................................. GC-2 7. LICENSE ...................................................................................................................... GC-2 8. SITE EROSION AND SEDIMENT CONTROL ......................................................... GC-2 8A. EROSION CONTROL DURING CONSTRUCTION OF A DWELLING OR OTHER BUILDING ......................................................................................... GC-2 9. CLEAN UP ................................................................................................................... GC-3 10. ACCEPTANCE AND OWNERSHIP OF IMPROVEMENTS .................................... GC-3 11. CLAIMS ....................................................................................................................... GC-3 12. PARK DEDICATION .................................................................................................. GC-3 13. LANDSCAPING .......................................................................................................... GC-3 14. WARRANTY ............................................................................................................... GC-4 15. LOT PLANS ................................................................................................................. GC-4 16. EXISTING ASSESSMENTS ....................................................................................... GC-4 17. HOOK-UP CHARGES ................................................................................................. GC-4 18. PUBLIC STREET LIGHTING..................................................................................... GC-4 19. SIGNAGE ..................................................................................................................... GC-5 20. HOUSE PADS .............................................................................................................. GC-5 21. RESPONSIBILITY FOR COSTS ................................................................................ GC-5 22. DEVELOPER'S DEFAULT ......................................................................................... GC-6 22. MISCELLANEOUS A. Construction Trailers ........................................................................................ GC-6 B. Postal Service .................................................................................................... GC-7 C. Third Parties ...................................................................................................... GC-7 D. Breach of Contract ............................................................................................ GC-7 E. Severability ....................................................................................................... GC-7 560 ii F. Building Permits ............................................................................................... GC-7 G. Waivers/Amendments ....................................................................................... GC-7 H. Release .............................................................................................................. GC-7 I. Insurance ........................................................................................................... GC-7 J. Remedies ........................................................................................................... GC-8 K. Assignability ..................................................................................................... GC-8 L. Construction Hours ........................................................................................... GC-8 M. Noise Amplification .......................................................................................... GC-8 N. Access ............................................................................................................... GC-8 O. Street Maintenance............................................................................................ GC-8 P. Storm Sewer Maintenance ................................................................................ GC-9 Q. Soil Treatment Systems .................................................................................... GC-9 R. Variances........................................................................................................... GC-9 S. Compliance with Laws, Ordinances, and Regulations ..................................... GC-9 T. Proof of Title ..................................................................................................... GC-9 U. Soil Conditions................................................................................................ GC-10 V. Soil Correction ................................................................................................ GC-10 W. Haul Routes ......................................................................................................... GC-10 X. Development Signs .............................................................................................. GC-10 Y. Construction Plans ............................................................................................... GC-10 Z. As-Built Lot Surveys ........................................................................................... GC-11 561 SP-1 CITY OF CHANHASSEN DEVELOPMENT CONTRACT (Developer Installed Improvements) AVIENDA TOWNHOMES SPECIAL PROVISIONS AGREEMENT dated October 24, 2022 by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation (the "City"), and, Level 7 Development, LLC, a Minnesota limited liability company (the "Developer"). 1. Request for Plat Approval. The Developer has asked the City to approve a plat for Avienda Townhomes (referred to in this Contract as the "plat"). The land is legally described on the attached Exhibit "A". 2. Conditions of Plat Approval. The City hereby approves the plat on condition that the Developer enter into this Contract, furnish the security required by it, and record the plat with the County Recorder or Registrar of Titles within 30 days after the City Council approves the plat. 3. Development Plans. The plat shall be developed in accordance with the following plans. The plans shall not be attached to this Contract. With the exception of Plan A, the plans may be prepared, subject to City approval, after entering the Contract, but before commencement of any work in the plat. If the plans vary from the written terms of this Contract, the written terms shall control. The plans are: Plan A: Final plat approved October 24, 2022, prepared by Landform Professional Services, LLC. Plan B: Grading, Drainage and Erosion Control Plan dated September 30, 2022, prepared by Landform Professional Services, LLC. Plan C: Plans and Specifications for Improvements dated September 30, 2022, prepared by Landform Professional Services, LLC. Plan D: Landscape Plan dated September 30, 2022, prepared by Landform Professional Services, LLC. 562 SP-2 4. Improvements. The Developer shall install and pay for the following: A. Sanitary Sewer System B. Water System C. Storm Water Drainage System D. Streets E. Concrete Curb and Gutter F. Street Lights G. Site Grading/Restoration H. Underground Utilities (e.g. gas, electric, telephone, CATV) I. Setting of Lot and Block Monuments J. Surveying and Staking K. Landscaping L. Erosion Control 5. Time of Performance. The Developer shall install all required improvements except for the wear course on public streets by November 15, 2023. The Developer may, however, request an extension of time from the City Engineer. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. 6. Security. To guarantee compliance with the terms of this Contract, payment of special assessments, payment of the costs of all public improvements, and construction of all public improvements, the Developer shall furnish the City with a letter of credit in the form attached hereto, from a bank acceptable to the City, or cash escrow ("security") for $981,972.19. The amount of the security was calculated as 110% of the following: Site Grading/Erosion Control/Restoration $ 23,955.00 Sanitary Sewer $ 345,937.65 Watermain $ 238,755.00 Storm Sewer, Drainage System, including cleaning and maintenance $ 55,095.00 Streets $ 155,250.00 Sub-total, Construction Costs $ 818,992.65 Engineering, surveying, and inspection (7% of construction costs) $ 57,329.49 Landscaping (2% of construction costs) $ 16,379.85 Sub-total, Other Costs $ 73,709.34 TOTAL COST OF PUBLIC IMPROVEMENTS $ 892,701.99 SECURITY AMOUNT (110% of 892,701.99) $ 981,972.19 This breakdown is for historical reference; it is not a restriction on the use of the security. The security shall be subject to the approval of the City. The City may draw down the security, without notice, for 563 SP-3 any violation of the terms of this Contract. If the required public improvements are not completed at least thirty (30) days prior to the expiration of the security, the City may also draw it down. If the security is drawn down, the draw shall be used to cure the default. With City approval, the security may be reduced from time to time as financial obligations are paid, but in no case shall the security be reduced to a point less than 10% of the original amount until (1) all improvements have been completed, (2) iron monuments for lot corners have been installed, (3) all financial obligations to the City satisfied, (4) the required “record” plans have been received by the City, (5) a warranty security is provided, and (6) the public improvements are accepted by the City. 7. Notice. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by registered mail at the following address: Mark Nordland Level 7 Development, LLC 4600 Kings Point Road Minnetrista, MN 55331 Phone: 612-812-7020 Email: mnordland@nordlandpartners.com Level 7 Development, LLC 4600 Kings Point Road Minnetrista, Minnesota 55344 Attn: Mercedes Rhodes (612) 203-2494 Email: ariusrealestatedevelopment@gmail.com Kennedy & Graven, Chartered 150 South Fifth Street, Suite 700 Minneapolis, Minnesota 55402 Attn: Larry Wertheim (612) 337-9216 Email: lwertheim@kennedy-graven.com Notices to the City shall be in writing and shall be either hand delivered to the City Manager, or mailed to the City by certified mail in care of the City Manager at the following address: Chanhassen City Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, Minnesota 55317, Telephone (952) 227-1100. 8. Other Special Conditions. A. FEES 1. Prior to release of the plat for recording and prior to scheduling a pre-construction meeting, Developer shall submit to the City $186,821.10 for the following City fees: 564 SP-4 Administration fee (based on estimated construction cost of $818,992.65) $ 21,379.85 GIS fee: 39 parcels @ $30/parcel + $100 for the plat $ 1,270.00 Partial payment of City sewer and water hookup fees: 39 units @ $691/unit (sewer) + $2,562/unit (water) $ 126,867.00 Street light operating fee: 4 lights @ $300/light $ 1,200.00 Park Fee: 39 dwelling units @ $5,800/unit (WAIVED – CREDIT) $ ------------ Surface Water Management Fee $ 36,104.25 Total $186,821.10 B. CONDITIONS OF APPROVAL Planning 1. Homes shall be constructed and designed consistent with the PUD (Ordinance 696). 2. Outlots B, C and F shall be conveyed to a Homeowners Association contemporaneously with recording final plat. Building 1. Final plat must be recorded before lot addresses can be established and before any building permits can be issued 2. A final grading plan and soils report must be submitted to the Inspections Division before building permits will be issued. 3. 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 4. A building permit must be obtained before beginning any construction. 5. 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. Fire Comments 1. Road widths – no parking signs required on one side or both depending on width. See City Code for road widths and signage. 2. No combustible construction to begin until fire hydrants and temp/permanent fire access roads are installed and maintained. 3. Addressing and street signs to be installed immediately upon finish and before occupancy of first unit. Temp addressing and street signs to be maintained throughout construction. 4. Construction vehicles and material may not block fire apparatus access or hydrants once combustible material construction starts. Landscaping and Tree Preservation 565 SP-5 1. The Developer shall include 97 trees in the overall landscape plan that meet minimum canopy coverage requirements for size and diversity. 2. The Developer shall meet minimum bufferyard planting requirements for North and South townhome areas. 3. The Developer shall install Conservation Easement signage along the south property line abutting Outlot E. Markers shall be placed at property corners and each deflection point in the property line. 4. The Developer shall apply a higher standard by incorporating landscaping features not currently found within new developments, such as a pollinator meadow, planted woodland, association community garden, or other sustainable landscape features. Engineering: 1. Any previously recorded easements located within proposed public right-of-way or proposed public drainage and utility easements must be vacated prior to or concurrently with the final plat. 2. Emergency overflow elevations and routes along with lot benching details shall be submitted prior to final plat approval. 3. The Developer is required to provide an updated SWPPP for the proposed subdivision prior to approval of final construction plans. 4. The Developer shall provide an erosion and sediment control plan in conformance with the requirements listed under Sec. 19-145 of City Ordinance prior to the approval of final construction plans. 5. All newly constructed public streets (Mills Drive) will be publicly owned and maintained after acceptance of the public improvements by the City Council. 6. Construction design elements associated with the street plans including the horizontal curvature information will be required prior to approval of final construction plans. 7. The final construction plans must be updated and approved to meet staff’s comments prior to recording of final plat. 8. All sanitary sewer and water mains will be publicly owned and maintained after acceptance of the public improvements by the City Council. 9. The Developer 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. 10. It is the Developer’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, RPBC Watershed District, Board of Water and Soil Resources, PCA, etc.). 11. A Homeowners Association will be responsible for the maintenance of all common areas and private streets and utilities. Water Resources: 1. The net SWMP Fee due at the time of final plat is $36,104.25. 2. The Developer shall include electronic copies for the HydroCAD and P8 models in any future submittals to help to speed up the review process. 566 SP-6 3. The site is currently meeting rate control to each discharge point, however, the Developer shall confirm rate control is still being met after making any necessary modeling updates based on comments provided. 4. The outlet from proposed conditions node 46P “Triangle Basin” has been changed from the Phase 1 plans, however, no work on the Triangle Basin is shown in the plans. The Developer shall clarify this discrepancy. 5. The Developer shall confirm freeboard requirements are still being met after making any necessary modeling updates based on comments provided. 6. The Developer shall confirm spot elevations on the plans near the low-lying backyard areas are the EOFs for these areas or add the EOF elevations to the plans. 7. The Developer shall provide an operation and maintenance plan that identifies the maintenance, inspection, and monitoring schedule and responsible party for private stormwater BMP’s to be recorded contemporaneously with the final plat. 8. Developer shall confirm storm sewer sizing calculations provided are correct and are consistent with HydroCAD modeling. 9. The existing storm sewer shall be shown on all utility plans. It does not appear to be shown or clearly depicted in the utility plans. 10. The West Central Basin (Basin 31P in the proposed conditions modeling) is shown with existing draintile/storm sewer in the Phase 2 plans however the modeling for the basin has been updated since the Phase 1 plans. The Developer shall provide additional detail on the status of the West Central Basin. 11. Details on any proposed outlet structures including EOFs or pretreatment structures for the proposed BMPs shall be included in future submittals. 12. There are areas in the plans with slopes steeper than 3:1. Developer shall regrade these areas to be a maximum of 3:1 slopes or get approval for steeper slopes from the City.. 13. Additional water resources comments are included on the plans for the Developer to address moving forward. 14. Additional information on the stormwater reuse and irrigation system shall be provided to the city to review and approve the design prior to recording the final plat. 15. Additional catch basin inlets should be added to locations identified in the plans to reduce gutter flow. Alternatively, the Developer shall include information on potential spread within the roadways to demonstrate inlet spacing is adequate as proposed. 16. Additional calculations and HydroCAD modeling shall be provided for the proposed drainage swale behind townhomes south of Bluff Creek Boulevard to confirm the design is adequate for the anticipated flows. 9. General Conditions. The general conditions of this Contract are attached as Exhibit "B" and incorporated herein. 567 SP-7 CITY OF CHANHASSEN BY: Elise Ryan, Mayor (SEAL) AND: Laurie Hokkanen, City Manager STATE OF MINNESOTA) (ss. COUNTY OF CARVER ) The foregoing instrument was acknowledged before me this day of , 20__, by Elise Ryan, Mayor, and by Laurie Hokkanen, City Manager, of the City of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. NOTARY PUBLIC 568 SP-8 LEVEL 7 DEVELOPMENT, LLC: BY: Bahram Akradi, Its President STATE OF MINNESOTA ) ( ss. COUNTY OF ) The foregoing instrument was acknowledged before me this day of , 20__, by Bahram Akradi, the President of Level 7 Development, LLC, a Minnesota limited liability company, on behalf of the company. NOTARY PUBLIC DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952) 227-1100 569 EXHIBIT "A" TO DEVELOPMENT CONTRACT LEGAL DESCRIPTION OF SUBJECT PROPERTY: Outlots A and C, Avienda, Carver County, Minnesota. 570 MORTGAGE HOLDER CONSENT TO DEVELOPMENT CONTRACT , which holds a mortgage on the subject property, the development of which is governed by the foregoing Development Contract, agrees that the Development Contract shall remain in full force and effect even if it forecloses on its mortgage. Dated this day of , 20 . STATE OF MINNESOTA ) ( ss. COUNTY OF ) The foregoing instrument was acknowledged before me this day of , 20___, by . NOTARY PUBLIC DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952) 227-1100 571 FEE OWNER CONSENT TO DEVELOPMENT CONTRACT , fee owners of all or part of the subject property, the development of which is governed by the foregoing Development Contract, affirm and consent to the provisions thereof and agree to be bound by the provisions as the same may apply to that portion of the subject property owned by them. Dated this day of , 20 . STATE OF MINNESOTA ) ( ss. COUNTY OF ) The foregoing instrument was acknowledged before me this day of , 20___, by . NOTARY PUBLIC DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952) 227-1100 572 [OFFICIAL BANK LETTERHEAD] IRREVOCABLE LETTER OF CREDIT No. ___________________ Date: _________________ TO: City of Chanhassen 7700 Market Boulevard, Box 147 Chanhassen, Minnesota 55317 Dear Sir or Madam: We hereby issue, for the account of (Name of Developer) and in your favor, our Irrevocable Letter of Credit in the amount of $____________, available to you by your draft drawn on sight on the undersigned bank. The draft must: a) Bear the clause, "Drawn under Letter of Credit No. __________, dated ________________, 2______, of (Name of Bank) "; b) Be signed by the Mayor or City Manager of the City of Chanhassen. c) Be presented for payment at (Address of Bank) , on or before 4:00 p.m. on November 15, 2______. This Letter of Credit shall automatically renew for successive one-year terms unless, at least forty- five (45) days prior to the next annual renewal date (which shall be November 15 of each year), the Bank delivers written notice to the Chanhassen City Manager that it intends to modify the terms of, or cancel, this Letter of Credit. Written notice is effective if sent by certified mail, postage prepaid, and deposited in the U.S. Mail, at least forty-five (45) days prior to the next annual renewal date addressed as follows: Chanhassen City Manager, Chanhassen City Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, MN 55317, and is actually received by the City Manager at least thirty (30) days prior to the renewal date. This Letter of Credit sets forth in full our understanding which shall not in any way be modified, amended, amplified, or limited by reference to any document, instrument, or agreement, whether or not referred to herein. This Letter of Credit is not assignable. This is not a Notation Letter of Credit. More than one draw may be made under this Letter of Credit. This Letter of Credit shall be governed by the most recent revision of the Uniform Customs and Practice for Documentary Credits, International Chamber of Commerce Publication No. 600. We hereby agree that a draft drawn under and in compliance with this Letter of Credit shall be duly honored upon presentation. BY: ____________________________________ Its ______________________________ 573 GC-1 CITY OF CHANHASSEN DEVELOPMENT CONTRACT (Developer Installed Improvements) EXHIBIT "B" GENERAL CONDITIONS 1. Right to Proceed. Within the plat or land to be platted, the Developer may not grade or otherwise disturb the earth, remove trees, construct sewer lines, water lines, streets, utilities, public or private improvements, or any buildings until all the following conditions have been satisfied: 1) this agreement has been fully executed by both parties and filed with the City Clerk, 2) the necessary security and fees have been received by the City, 3) the plat has been recorded with the County Recorder's Office or Registrar of Title’s Office of the County where the plat is located, and 4) the City Engineer has issued a letter that the foregoing conditions have been satisfied and then the Developer may proceed. 2. Phased Development. If the plat is a phase of a multiphased preliminary plat, the City may refuse to approve final plats of subsequent phases if the Developer has breached this Contract and the breach has not been remedied. Development of subsequent phases may not proceed until Development Contracts for such phases are approved by the City. Park charges and area charges for sewer and water referred to in this Contract are not being imposed on outlots, if any, in the plat that are designated in an approved preliminary plat for future subdivision into lots and blocks. Such charges will be calculated and imposed when the outlots are final platted into lots and blocks. 3. Preliminary Plat Status. If the plat is a phase of a multi-phased preliminary plat, the preliminary plat approval for all phases not final platted shall lapse and be void unless final platted into lots and blocks, not outlots, within two (2) years after preliminary plat approval. 4. Changes in Official Controls. For two (2) years from the date of this Contract, no amendments to the City's Comprehensive Plan, except an amendment placing the plat in the current urban service area, or official controls shall apply to or affect the use, development density, lot size, lot layout or dedications of the approved plat unless required by state or federal law or agreed to in writing by the City and the Developer. Thereafter, notwithstanding anything in this Contract to the contrary, to the full extent permitted by state law the City may require compliance with any amendments to the City's Comprehensive Plan, official controls, platting or dedication requirements enacted after the date of this Contract. 5. Improvements. The improvements specified in the Special Provisions of this Contract shall be installed in accordance with City standards, ordinances, and plans and specifications which have been prepared and signed by a competent registered professional engineer furnished to the City and approved by the City Engineer. The Developer shall obtain all necessary permits from the Metropolitan Council Environmental Services and other pertinent agencies before proceeding 574 GC-2 with construction. The City will, at the Developer's expense, have one or more construction inspectors and a soil engineer inspect the work on a full or part-time basis. The Developer shall also provide a qualified inspector to perform site inspections on a daily basis. Inspector qualifications shall be submitted in writing to the City Engineer. The Developer shall instruct its project engineer/inspector to respond to questions from the City Inspector(s) and to make periodic site visits to satisfy that the construction is being performed to an acceptable level of quality in accordance with the engineer's design. The Developer or his engineer shall schedule a preconstruction meeting at a mutually agreeable time at the City Council chambers with all parties concerned, including the City staff, to review the program for the construction work. 6. Iron Monuments. Before the security for the completion of utilities is released, all monuments must be correctly placed in the ground in accordance with Minn. Stat. § 505.021. The Developer's surveyor shall submit a written notice to the City certifying that the monuments have been installed. 7. License. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the plat to perform all work and inspections deemed appropriate by the City in conjunction with plat development. 8. Site Erosion and Sediment Control. Before the site is rough graded, and before any utility construction is commenced or building permits are issued, the erosion and sediment control plan, Plan B, shall be implemented, inspected, and approved by the City. The City may impose additional erosion and sediment control requirements if they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded forthwith after the completion of the work in that area. Except as otherwise provided in the erosion and sediment control plan, seed shall be certified seed to provide a temporary ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion and sediment transport. If the Developer does not comply with the erosion and sediment control plan and schedule of supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion and sediment transport at the Developer's expense. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and City's rights or obligations hereunder. No development will be allowed and no building permits will be issued unless the plat is in full compliance with the erosion and sediment control requirements. Erosion and sediment control needs to be maintained until vegetative cover has been restored, even if construction has been completed and accepted. After the site has been stabilized to where, in the opinion of the City, there is no longer a need for erosion and sediment control, the City will authorize the removal of the erosion and sediment control, i.e. hay bales and silt fence. The Developer shall remove and dispose of the erosion and sediment control measures. 8a. Erosion Control During Construction of a Dwelling or Other Building. Before a building permit is issued for construction of a dwelling or other building on a lot, a $500.00 cash escrow or letter of credit per lot shall also be furnished to the City to guarantee compliance with City Code § 7-22. 575 GC-3 9. Clean up. The Developer shall maintain a neat and orderly work site and shall daily clean, on and off site, dirt and debris, including blowables, from streets and the surrounding area that has resulted from construction work by the Developer, its agents or assigns. 10. Acceptance and Ownership of Improvements. Except for streets and utilities identified as private under the terms of this Agreement, all other improvements lying within public easements shall become City property upon completion and acceptance by the City of the work and construction required by this contract. After completion of the improvements, a representative of the contractor, and a representative of the Developer's engineer will make a final inspection of the work with the City Engineer. Before the City accepts the improvements, the City Engineer shall be satisfied that all work is satisfactorily completed in accordance with the approved plans and specifications and the Developer and his engineer shall submit a written statement to the City Engineer certifying that the project has been completed in accordance with the approved plans and specifications. The appropriate contractor waivers shall also be provided. Final acceptance of the public improvements shall be by City Council resolution. 11. Claims. In the event that the City receives claims from laborers, materialmen, or others that work required by this Contract has been performed, the sums due them have not been paid, and the laborers, materialmen, or others are seeking payment out of the financial guarantees posted with the City, and if the claims are not resolved at least ninety (90) days before the security required by this Contract will expire, the Developer hereby authorizes the City to commence an Interpleader action pursuant to Rule 22, Minnesota Rules of Civil Procedure for the District Courts, to draw upon the letters of credit in an amount up to 125% of the claim(s) and deposit the funds in compliance with the Rule, and upon such deposit, the Developer shall release, discharge, and dismiss the City from any further proceedings as it pertains to the letters of credit deposited with the District Court, except that the Court shall retain jurisdiction to determine attorneys' fees. 12. Park Dedication. The Developer shall pay full park dedication fees in conjunction with the installation of the plat improvements. The park dedication fees shall be the current amount in force at the time of final platting pursuant to Chanhassen City Ordinances and City Council resolutions. 13. Landscaping. Landscaping shall be installed in accordance with Plan D. Unless otherwise approved by the City, trees not listed in the City’s approved tree list are prohibited. The minimum tree size shall be two and one-half (2½) inches caliper, either bare root in season, or balled and burlapped. The trees may not be planted in the boulevard (area between curb and property line). In addition to any sod required as a part of the erosion and sediment control plan, Plan B, the Developer or lot purchaser shall sod the boulevard area and all drainage ways on each lot utilizing a minimum of six (6) inches of topsoil as a base. Seed or sod shall also be placed on all disturbed areas of the lot. If these improvements are not in place at the time a certificate of occupancy is requested, a financial guarantee of $750.00 in the form of cash or letter of credit shall be provided to the City. These conditions must then be complied with within two (2) months after the certificate of occupancy issued, except that if the certificate of occupancy is issued between October 1 through May 1 these conditions must be complied with by the following July 1st. Upon expiration of the time period, inspections will be conducted by City staff to verify satisfactory completion of all conditions. City 576 GC-4 staff will conduct inspections of incomplete items with a $50.00 inspection fee deducted from the escrow fund for each inspection. After satisfactory inspection, the financial guarantee shall be returned. If the requirements are not satisfied, the City may use the security to satisfy the requirements. The City may also use the escrowed funds for maintenance of erosion control pursuant to City Code Section 7-22 or to satisfy any other requirements of this Contract or of City ordinances. These requirements supplement, but do not replace, specific landscaping conditions that may have been required by the City Council for project approval. 14. Warranty. The Developer warrants all improvements required to be constructed by it pursuant to this Contract against poor material and faulty workmanship. The Developer shall submit either 1) a warranty/maintenance bond for 100% of the cost of the improvement, or 2) a letter of credit for twenty-five percent (25%) of the amount of the original cost of the improvements. A. The required warranty period for materials and workmanship for the utility contractor installing public sewer and water mains shall be two (2) years from the date of final written City acceptance of the work. B. The required warranty period for all work relating to street construction, including concrete curb and gutter, sidewalks and trails, materials and equipment shall be subject to two (2) years from the date of final written acceptance. C. The required warranty period for sod, trees, and landscaping is one full growing season following acceptance by the City. 15. Lot Plans. Prior to the issuance of building permits, an acceptable Grading, Drainage, Erosion Control including silt fences, and Tree Removal Plan shall be submitted for each lot for review and approval by the City Engineer. Each plan shall assure that drainage is maintained away from buildings and that tree removal is consistent with development plans and City Ordinance. 16. Existing Assessments. Any existing assessments against the plat will be re-spread against the plat in accordance with City standards. 17. Hook-up Charges. . At the time of final plat approval the Developer shall pay 30% of the City Sewer Hook-up charge and 30% of the City Water hook up charge for each lot in the plat in the amount specified in Special Provision, Paragraph 8, of this Development Contract. The balance of the hook-up charges is collected at the time building permits are issued are based on 70% of the rates then in effect, unless a written request is made to assess the costs over a four year term at the rates in effect at time of application. 18. Public Street Lighting. The Developer shall have installed and pay for public street lights in accordance with City standards. The public street lights shall be accepted for City ownership and maintenance at the same time that the public street is accepted for ownership and maintenance. A plan shall be submitted for the City Engineer's approval prior to the installation. Before the City signs the final plat, the Developer shall pay the City a fee of $300.00 for each street light installed in 577 GC-5 the plat. The fee shall be used by the City for furnishing electricity and maintaining each public street light for twenty (20) months. 19. Signage. All street signs, traffic signs, and wetland monumentation required by the City as a part of the plat shall be furnished and installed by the City at the sole expense of the Developer. 20. House Pads. The Developer shall promptly furnish the City "as-built" plans indicating the amount, type and limits of fill on any house pad location. 21. Responsibility for Costs. A. The Developer shall pay an administrative fee in conjunction with the installation of the plat improvements. This fee is to cover the cost of City Staff time and overhead for items such as review of construction documents, preparation of the Development Contract, monitoring construction progress, processing pay requests, processing security reductions, and final acceptance of improvements. This fee does not cover the City's cost for construction inspections. The fee shall be calculated as follows: i) if the cost of the construction of public improvements is less than $500,000, three percent (3%) of construction costs; ii) if the cost of the construction of public improvements is between $500,000 and $1,000,000, three percent (3%) of construction costs for the first $500,000 and two percent (2%) of construction costs over $500,000; iii) if the cost of the construction of public improvements is over $1,000,000, two and one-half percent (2½%) of construction costs for the first $1,000,000 and one and one-half percent (1½%) of construction costs over $1,000,000. Before the City signs the final plat, the Developer shall deposit with the City a fee based upon construction estimates. After construction is completed, the final fee shall be determined based upon actual construction costs. The cost of public improvements is defined in paragraph 6 of the Special Provisions. B. In addition to the administrative fee, the Developer shall reimburse the City for all costs incurred by the City for providing construction and erosion and sediment control inspections. This cost will be periodically billed directly to the Developer based on the actual progress of the construction. Payment shall be due in accordance with Article 21E of this Agreement. C. The Developer shall hold the City and its officers and employees harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from plat approval and development. The Developer shall indemnify the City and its officers and employees for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including attorneys' fees. 578 GC-6 D. In addition to the administrative fee, the Developer shall reimburse the City for costs incurred in the enforcement of this Contract, including engineering and attorneys' fees. E. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Contract within thirty (30) days after receipt. If the bills are not paid on time, the City may halt all plat development work and construction, including but not limited to the issuance of building permits for lots which the Developer may or may not have sold, until the bills are paid in full. Bills not paid within thirty (30) days shall accrue interest at the rate of 8% per year. F. In addition to the charges and special assessments referred to herein, other charges and special assessments may be imposed such as, but not limited to, sewer availability charges ("SAC"), City water connection charges, City sewer connection charges, and building permit fees. G. Private Utilities. The Developer shall have installed and pay for the installation of electrical, natural gas, telephone, and cable television service in conjunction with the overall development improvements. These services shall be provided in accordance with each of the respective franchise agreements held with the City. H. The developer shall pay the City a fee established by City Council resolution, to reimburse the City for the cost of updating the City’s base maps, GIS data base files, and converting the plat and record drawings into an electronic format. Record drawings must be submitted within four months of final acceptance of public utilities. All digital information submitted to the City shall be in the Carver County Coordinate system. 22. Developer's Default. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer is first given notice of the work in default, not less than four (4) days in advance. This Contract is a license for the City to act, and it shall not be necessary for the City to seek a Court order for permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 23. Miscellaneous. A. Construction Trailers. Placement of on-site construction trailers and temporary job site offices shall be approved by the City Engineer as a part of the pre-construction meeting for installation of public improvements. Trailers shall be removed from the subject property within thirty (30) days following the acceptance of the public improvements unless otherwise approved by the City Engineer. B. Postal Service. The Developer shall provide for the maintenance of postal service in accordance with the local Postmaster's request. C. Third Parties. Third parties shall have no recourse against the City under this Contract. The City is not a guarantor of the Developer’s obligations under this Contract. The City 579 GC-7 shall have no responsibility or liability to lot purchasers or others for the City’s failure to enforce this Contract or for allowing deviations from it. D. Breach of Contract. Breach of the terms of this Contract by the Developer shall be grounds for denial of building permits, including lots sold to third parties. The City may also issue a stop work order halting all plat development until the breach has been cured and the City has received satisfactory assurance that the breach will not reoccur. E. Severability. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Contract is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. F. Building Permits. Building permits will not be issued in the plat until sanitary sewer, watermain, and storm sewer have been installed, tested, and accepted by the City, and the streets needed for access have been paved with a bituminous surface and the site graded and revegetated in accordance with Plan B of the development plans. G. Waivers/Amendments. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Contract. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Contract shall not be a waiver or release. H. Release. This Contract shall run with the land and may be recorded against the title to the property . After the Developer has completed the work required of it under this Contract, at the Developer's request the City Manager will issue a Certificate of Compliance. Prior to the issuance of such a certificate, individual lot owners may make as written request for a certificate applicable to an individual lot allowing a minimum of ten (10) days for processing. I. Insurance. Developer shall take out and maintain until six (6) months after the City has accepted the public improvements, public liability and property damage insurance covering personal injury, including death, and claims for property damage which may arise out of Developer's work or the work of its subcontractors or by one directly or indirectly employed by any of them. Limits for bodily injury and death shall be not less than $500,000 for one person and $1,000,000 for each occurrence; limits for property damage shall be not less than $500,000 for each occurrence; or a combination single limit policy of $1,000,000 or more. The City shall be named as an additional insured on the policy, and the Developer shall file with the City a certificate evidencing coverage prior to the City signing the plat. The certificate shall provide that the City must be given ten (10) days advance written notice of the cancellation of the insurance. The certificate may not contain any disclaimer for failure to give the required notice. J. Remedies. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, expressed or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time 580 GC-8 to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. K. Assignability. The Developer may not assign this Contract without the written permission of the City Council. The Developer's obligation hereunder shall continue in full force and effect even if the Developer sells one or more lots, the entire plat, or any part of it. L. Construction Hours. Construction hours, including pick-up and deliveries of material and equipment and the operation of any internal combustion engine, may only occur from 7:00 a.m. to 6:00 p.m. on weekdays, from 9:00 a.m. to 5:00 p.m. on Saturdays with no such activity allowed on Sundays or on legal holidays. Contractors must require their subcontractors, agents and supplies to comply with these requirements and the Contractor is responsible for their failure to do so. Under emergency conditions, this limitation may be waived by the written consent of the City Engineer. If construction occurs outside of the permitted construction hours, the Contractor shall pay the following administrative penalties: First violation $ 500.00 Second violation $ 1,000.00 Third & subsequent violations All site development and construction must cease for seven (7) calendar days M. Noise Amplification. The use of outdoor loudspeakers, bullhorns, intercoms, and similar devices is prohibited in conjunction with the construction of homes, buildings, and the improvements required under this contract. The administrative penalty for violation of construction hours shall also apply to violation of the provisions in this paragraph. N. Access. All access to the plat prior to the City accepting the roadway improvements shall be the responsibility of the Developer regardless if the City has issued building permits or occupancy permits for lots within the plat. O. Street Maintenance. The Developer shall be responsible for all street maintenance until streets within the plat are accepted by the City. Warning signs shall be placed by the Developer when hazards develop in streets to prevent the public from traveling on same and directing attention to detours. If streets become impassable, the City may order that such streets shall be barricaded and closed. The Developer shall maintain a smooth roadway surface and provide proper surface drainage. The Developer may request, in writing, that the City plow snow on the streets prior to final acceptance of the streets. The City shall have complete discretion to approve or reject the request. The City shall not be responsible for reshaping or damage to the street base or utilities because of snow plowing operations. The provision of City snow plowing service does not constitute final acceptance of the streets by the City. P. Storm Sewer Maintenance. The Developer shall be responsible for cleaning and maintenance of the storm sewer system (including ponds, pipes, catch basins, culverts and swales) within the plat and the adjacent off-site storm sewer system that receives storm water from the plat. The Developer shall follow all instructions it receives from the City concerning the cleaning and 581 GC-9 maintenance of the storm sewer system. The Developer's obligations under this paragraph shall end two (2) years after the public street and storm drainage improvements in the plat have been accepted by the City. Twenty percent (20%) of the storm sewer costs, shown under section 6 of the special provisions of this contract, will be held by the City for the duration of the 2-year maintenance period. Q. Soil Treatment Systems. If soil treatment systems are required, the Developer shall clearly identify in the field and protect from alteration, unless suitable alternative sites are first provided, the two soil treatment sites identified during the platting process for each lot. This shall be done prior to the issuance of a Grading Permit. Any violation/disturbance of these sites shall render them as unacceptable and replacement sites will need to be located for each violated site in order to obtain a building permit. R. Variances. By approving the plat, the Developer represents that all lots in the plat are buildable without the need for variances from the City's ordinances. S. Compliance with Laws, Ordinances, and Regulations. In the development of the plat the Developer shall comply with all laws, ordinances, and regulations of the following authorities: 1. City of Chanhassen; 2. State of Minnesota, its agencies, departments and commissions; 3. United States Army Corps of Engineers; 4. Watershed District(s); 5. Metropolitan Government, its agencies, departments and commissions. T. Proof of Title. Upon request, the Developer shall furnish the City with evidence satisfactory to the City that it has the authority of the fee owners and contract for deed purchasers to enter into this Development Contract. U. Soil Conditions. The Developer acknowledges that the City makes no representations or warranties as to the condition of the soils on the property or its fitness for construction of the improvements or any other purpose for which the Developer may make use of such property. The Developer further agrees that it will indemnify, defend, and hold harmless the City, its governing body members, officers, and employees from any claims or actions arising out of the presence, if any, of hazardous wastes or pollutants on the property, unless hazardous wastes or pollutants were caused to be there by the City. V. Soil Correction. The Developer shall be responsible for soil correction work on the property. The City makes no representation to the Developer concerning the nature of suitability of soils nor the cost of correcting any unsuitable soil conditions which may exist. On lots which have no fill material a soils report from a qualified soils engineer is not required unless the City's building inspection department determines from observation that there may be a soils problem. On lots with fill material that have been mass graded as part of a multi-lot grading project, a satisfactory soils report from a qualified soils engineer shall be provided before the City issues a building permit for the lot. On lots with fill material that have been custom graded, a satisfactory soils report from a qualified soils engineer shall be provided before the City inspects the foundation for a building on the lot. 582 GC-10 W. Haul Routes. The Developer, the Developer’s contractors or subcontractors must submit proposed haul routes for the import or export of soil, construction material, construction equipment or construction debris, or any other purpose. All haul routes must be approved by the City Engineer X. Development Signs. The Developer shall post a six foot by eight foot development sign in accordance with City Detail Plate No. 5313 at each entrance to the project. The sign shall be in place before construction of the required improvements commences and shall be removed when the required improvements are completed, except for the final lift of asphalt on streets. The signs shall contain the following information: project name, name of developer, developer’s telephone number and designated contact person, allowed construction hours. Y. Construction Plans. Upon final plat approval, the developer shall provide the City with two complete sets of full-size construction plans and four sets of 11”x17” reduced construction plan sets and three sets of specifications. Within four months after the completion of the utility improvements and base course pavement and before the security is released, the Developer shall supply the City with the following: (1) a complete set of reproducible Mylar as-built plans, (2) two complete full-size sets of blue line/paper as-built plans, (3) two complete sets of utility tie sheets, (4) location of buried fabric used for soil stabilization, (5) location stationing and swing ties of all utility stubs including draintile cleanouts, (6) bench mark network, (7) digital file of as-built plans in both .dxf & .tif format (the .dxf file must be tied to the current county coordinate system), (8) digital file of utility tie sheets in either .doc or .tif format, and (9) a breakdown of lineal footage of all utilities installed, including the per lineal foot bid price. The Developer is required to submit the final plat in electronic format. Z. As-Built Lot Surveys. An as-built lot survey will be required on all lots prior to the Certificate of Occupancy being issued. The as-built lot survey must be prepared, signed, and dated by a Registered Land Surveyor. Sod and the bituminous driveways must be installed before the as-built survey is completed. If the weather conditions at the time of the as-built are not conducive to paving the driveway and/or installing sod, a temporary Certificate of Occupancy may be issued and the as-built escrow withheld until all work is complete. Rev. 9/30/2021 583 584 585 586 587 588 City Council Item October 24, 2022 Item Ordinance XXX: Amend Chapter 2, Administration, of the Chanhassen City Code Changing the Name of the Senior Commission File No.Item No: H.2 Agenda Section GENERAL BUSINESS Prepared By Sharmeen Al-Jaff, Senior Planner Reviewed By Laurie Hokkanen SUGGESTED ACTION "The Chanhassen City Council adopts an ordinance amending Chapter 2, Administration, of the Chanhassen City Code to change the name of the Senior Commission to the Commission on Aging." Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY The Senior Commission addresses topics such as transportation, information and assistance, independent living in the home, social and recreational programs, senior center and senior housing, etc. that encompasses individuals of all ages. The Commission wishes to change the name to reflect their goals and mission, which addresses aging. On September 16, 2022 the Senior Commission unanimously recommended that the name Commission on Aging be adopted. BACKGROUND DISCUSSION BUDGET 589 RECOMMENDATION Staff Recommends that the City Council amend Chapter 2. Administration, of the Chanhassen City Code changing the name of the Senior Commission to the Commission on Aging. ATTACHMENTS Redlined Ordinance Proposed Ordinance 590 Page 1 C ITY OF C HA N HA SSE N ORD IN A N C E 701 A N OR D INA NC E A MEN DIN G C HA PTER 2, A D MINIST R ATION , OF THE C HA NHASSEN C IT Y C OD E N OW THER EFORE , be it ordained by the C ouncil of the City of Chanhassen, in the State of Minnesota, as follows: SECTION 1: A MEND MEN T “Sec 2-46.11 Senior Commission” of the Chanhassen Municipal Code is hereby am ended as follows: A M E N D M E N T Sec 2-46.11 Senior CommissionCommission on Aging (a)Com mission established. The senior commissionC ommission on A ging serves as an advisory body to the city council in addressing the special needs of people over age 55 living in Chanhassen. They consider and make recommendations to the city council regarding the special needs of seniors in the areas of transportation, information and assistance, independent living in the home, social and recreational programs, senior center and senior housing, but are not limited to these issues. All final decisions are made by the city council. (b)Mem bership. The senior commissionCommission on Aging consists of seven or eight members appointed in the manner set forth in this subsection. Members of the commission are appointed by the council for staggered terms of three years, expiring on March 31 of each year. (c)Officers; m eetings. The chairperson and vice chairperson of the senior commissionC ommission on A ging are appointed by the commission from among its membership for the term of one year. The commission shall adopt its ow n bylaw s w ith the approval of the city council. A ll members of the commission may vote on all questions before the commission. N o member of the commission may vote on any question in w hich the member has fiduciary interest, either directly or indirectly. The commission shall determine in its bylaws the date and time of its meetings and shall set such public hearings as are necessary and desirable or as required by law or this Code. (d)Pow ers and duties. The senior commissionCommission on Aging shall have the follow ing pow ers and duties: (1)They make recommendations to the city council regarding funding for special services to be provided for citizens over age 55. (2)They may propose needs studies for this age group where necessary and make recommendations to the city council based on the results. (3)They coordinate services w ith other governments and private agencies for this age group. 591 Page 2 (e)Reports. The commission shall make an annual w ritten report to the council, not later than the last day of March of each calendar year, containing the commission's recommendations for the ensuing year. (O rd. N o. 363, § 9, 1-12-04; O rd. N o. 581, § 1, 4-8-13) SECTION 2: E FFEC TIV E D AT E This O rdinance shall be in full force and effect immediately upon its passage and publication. PA SSED A ND A DO PTED BY THE C ITY O F CHA NH ASSEN CO UN CIL _______________________________. P r e s id in g O ffic e r A t t e s t Elise Ryan, Mayor, City of Chanhassen Kim T. Meuw issen, City Clerk, City of Chanhassen 592 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA ORDINANCE NO. XXX AN ORDINANCE AMENDING CHAPTER 2, ADMINISTRATION, OF THE CHANHASSEN CITY CODE THE CITY COUNCIL OF THE CITY OF CHANHASSEN, MINNESOTA ORDAINS: Section 1. Section 2-46.11 Senior Commission is amended as follows: Sec 2-46.11 Commission on Aging (a) Commission established. The Commission on Aging serves as an advisory body to the city council in addressing the special needs of people over age 55 living in Chanhassen. They consider and make recommendations to the city council regarding the special needs of seniors in the areas of transportation, information and assistance, independent living in the home, social and recreational programs, senior center and senior housing, but are not limited to these issues. All final decisions are made by the city council. (b) Membership. The Commission on Aging consists of seven or eight members appointed in the manner set forth in this subsection. Members of the commission are appointed by the council for staggered terms of three years, expiring on March 31 of each year. (c) Officers; meetings. The chairperson and vice chairperson of the Commission on Aging are appointed by the commission from among its membership for the term of one year. The commission shall adopt its own bylaws with the approval of the city council. All members of the commission may vote on all questions before the commission. No member of the commission may vote on any question in which the member has fiduciary interest, either directly or indirectly. The commission shall determine in its bylaws the date and time of its meetings and shall set such public hearings as are necessary and desirable or as required by law or this Code. (d) Powers and duties. The Commission on Aging shall have the following powers and duties: (1) They make recommendations to the city council regarding funding for special services to be provided for citizens over age 55. (2) They may propose needs studies for this age group where necessary and make recommendations to the city council based on the results. (3) They coordinate services with other governments and private agencies for this age group. 593 (e) Reports. The commission shall make an annual written report to the council, not later than the last day of March of each calendar year, containing the commission's recommendations for the ensuing year. Section 2. This ordinance shall be effective immediately upon its passage and publication. PASSED AND ADOPTED this 24th day of October, 2022 by the City Council of the City of Chanhassen, Minnesota Kim Meuwissen, City Clerk Elise Ryan, Mayor (Published in the Chanhassen Villager on November 3, 2022) 594 City Council Item October 24, 2022 Item Letter from Mediacom dated October 13, 2022 regarding Program Changes and Rate Adjustments File No.Item No: K.1 Agenda Section CORRESPONDENCE DISCUSSION Prepared By Kim Meuwissen, City Clerk Reviewed By SUGGESTED ACTION N/A Motion Type N/A Strategic Priority N/A SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS 595 Mediacom Letter 10-13-2022 596 \tv, esryndanco Mediacom. Xtream . Business . OnMedia Theresa Sunde Senior Manager, Government Relations Sent via email October 13,2022 Dear Chanhassen Community Leader The purpose of this letter is to inform you that, on or about November 15,2022, Mediacom will be implementing the following programming changes and rate adjustments:1 Prod uct:New Rate Net Change Local Broadcast Station Surcharge2 524.se s2s.11 52 Regional Sports Su rcharge Sa.ar se.16 35 Variety TV Sloo.oo s10s.00 ss.oo The decision to make price adjustments is always a difficult one. However, the fees we pay to retransmit local broadcast stations like ABC, CBS, FOX and NBC as well as regional and national sports networks continue to grow rapidly. ln addition, supply chain challenges and labor shortages experienced over the past year have resulted in significant inflationary pressure across our business. Mediacom appreciates the opportunity to continue to serve your community's telecommunications needs. lf you have any questions, please contact me directly at tsunde@ mediacomcc.com Sincerely, Theresa Sunde ' Depending on the terms of each customer's promotional package, these rate changes may not impact a customer until their current promotional package expires. 2 Mediacom bills monthly in advance. As a result, the increases for both the Local Broadcast Surcharge and Regional Sports Surcharge are based on our best estimate of the cost increases our company will incur for broadcast and regional sports programming. Mediacom will "true up" customer bills in a subsequent month if it turns out that our estimate was too high or too low. Mediacom Communications Corporation L504 2nd Street SE, PO Box 110, Waseca, Minnesota 56093 Old Rate: 597