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08-25-2025 City Council Agenda and Packet
A.6:15 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. Public comment is not allowed at the work session. A.1 Interview Youth Applicants for Economic Development and Environmental Commissions A.2 North Lotus Lake Stormwater Improvement Project A.3 Future Work Session Schedule B.7:00 P.M. - CALL TO ORDER (Pledge of Allegiance) C.PUBLIC ANNOUNCEMENTS D.CONSENT AGENDA All items listed under the Consent Agenda are considered to be routine by the city council and will be considered as one motion. There will be no separate discussion of these items. If discussion is desired, that item will be removed from the Consent Agenda and considered separately. City council action is based on the staff recommendation for each item. Refer to the council packet for each staff report. D.1 Approve City Council Meeting Minutes dated August 11, 2025 D.2 Approve City Council Work Session Minutes dated August 11, 2025 D.3 Receive Planning Commission Minutes dated June 3, 2025 D.4 Approve Claims Paid dated August 25, 2025 D.5 Approve Temporary On-Sale Liquor License for The Grief Club of Minnesota for their Healing Hearts Soiree Event on September 18, 2025 AGENDA CHANHASSEN CITY COUNCIL MONDAY, AUGUST 25, 2025 CITY COUNCIL CHAMBERS, 7700 MARKET BOULEVARD 1 D.6 Approve Temporary Modification of the Licensed Premises to serve Beer in the Hackamore Brewing Company Parking Lot Area D.7 Approve Temporary On-Sale Liquor License for St. Hubert Catholic Church for September 24-27, 2025 D.8 Approve Civic Campus Playground Purchase with Flagship Recreation D.9 Approve an Encroachment Agreement between the City of Chanhassen and the property owner at 2630 Forest Avenue. D.10 Award Construction Contract for the 2025 Trail and Parking Lot Improvement Project D.11 Approve First Amendment to Development Contract, Avienda Townhomes D.12 Approve Second Amendment to Avienda Declaration of Reciprocal Easements and Operating Agreement D.13 Resolution 2025-XX: Authorize execution of an Aquatic Invasive Species Watercraft Inspection Agreement with Carver County 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). E.1 Balakrishna Chintaginjala Citizen Action Request E.2 Allison Kelly Citizen Action Request F.FIRE DEPARTMENT/LAW ENFORCEMENT UPDATE G.PUBLIC HEARINGS G.1 Resolutions 2025:XX and 2025:XX: Hold Public Hearing & Adopt Resolution Approving Property Tax Abatements, Adopt Resolution Providing for Issuance and Sale of $10.205M GO Tax Abatement and CIP Bonds, Series 2025B G.2 Resolution #2025-XX, Approving public Right of Way and Drainage and Utility Easement Vacations necessary for the Avienda Apartments Plat H.GENERAL BUSINESS H.1 Santa Vera Phase II Planned Unit Development Amendment and Site Plan Review (Planning Case 25-07) I.COUNCIL PRESENTATIONS J.ADMINISTRATIVE PRESENTATIONS K.CORRESPONDENCE DISCUSSION K.1 Quarterly Financial Report 2 L.CLOSED SESSION L.1 Pending Litigation 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.chanhassenmn.gov/action or paper forms are available in the city council chambers prior to the meeting. A total of thirty minutes is alloted for Visitor Presentations. Priority is given to Chanhassen residents. An additional thirty minutes may be provided after General Business items are complete at the discretion of the City Council. Anyone indicating a desire to speak during Visitor Presentations will be acknowledged by the Mayor. When called upon to speak, state your name, address, and topic. All remarks shall be addressed to the City Council as a whole, not to any specific member(s) or to any person who is not a member of the City Council. If there are a number of individuals present to speak on the same topic, please designate a spokesperson that can summarize the issue. Limit your comments to five minutes. Additional time may be granted at the discretion of the Mayor. If you have written comments, provide a copy to the Council. Comments may also be emailed to the City Council at council@chanhassenmn.gov. During Visitor Presentations, the Council and staff listen to comments and will not engage in discussion. Council members or the City Manager may ask questions of you in order to gain a thorough understanding of your concern, suggestion or request. Please be aware that disrespectful comments or comments of a personal nature, directed at an individual either by name or inference, will not be allowed. Personnel concerns should be directed to the City Manager. Members of the City Council and some staff members may gather at Tequila Butcher, 590 West 79th Street in Chanhassen immediately after the meeting for a purely social event. All members of the public are welcome. 3 City Council Item August 25, 2025 Item Interview Youth Applicants for Economic Development and Environmental Commissions File No.Item No: A.1 Agenda Section 6:15 P.M. - WORK SESSION Prepared By Jenny Potter, City Clerk Reviewed By Laurie Hokkanen SUGGESTED ACTION Interview Youth Commission Applicants Motion Type N/A Strategic Priority N/A SUMMARY The following applicant has applied for the youth commissioner vacancies: Tanvi Akuthota - EDC or Environmental Commission BACKGROUND DISCUSSION BUDGET 4 RECOMMENDATION ATTACHMENTS Commission Interview Questions 5 COMMISSION INTERVIEW QUESTIONS What special qualities do you bring to the Commission? What are your reasons for applying to the Commission? What are the biggest problems you foresee facing Chanhassen in the future? What do you believe are the community’s greatest assets? What planning issues are you particularly concerned about? What do you believe are the biggest concerns of your neighbors? What do you believe the Commission does? Are you involved with any other community organizations? Do you understand the time commitments it takes to be a member of the Commission, and are you comfortable with that? 6 City Council Item August 25, 2025 Item North Lotus Lake Stormwater Improvement Project File No.N/A Item No: A.2 Agenda Section 6:15 P.M. - WORK SESSION Prepared By Charlie Howley, Director of Public Works/City Engineer Reviewed By Laurie Hokkanen SUGGESTED ACTION N/A Motion Type N/A Strategic Priority Operational Excellence SUMMARY Terry Jeffery, District Administrator for the Riley Purgatory Bluff Creek Watershed District (RPBCWD), will present an overview of the proposed District-led regional stormwater management project. Information about the project can be found on the District's website here: North Lotus Lake Park Project - Riley-Purgatory-Bluff Creek Watershed District The project improvements will be located on city owned land (North Lotus Lake Park) and thus an agreement will be necessary for them to implement the project. Mr. Jeffery gave a presentation to the City's Parks & Recreation Commission on July 22, 2025. A copy of that presentation is attached. The project is currently in the concept design phase. BACKGROUND 7 N/A DISCUSSION N/A BUDGET N/A RECOMMENDATION N/A ATTACHMENTS North Lotus Lake Park Quality Improvement Project 8 North Lotus Lake Park Water Quality Improvement Project Chanhassen Parks & Recreation Commission July 22, 2025 Preliminary Concept Feedback 9 rpbcwd.org/lotus-lake-water-quality-improvements-study 10 North Lotus Lake Park Water Quality Improvement Project rpbcwd.org/north-lotus-lake-park-project Project Benefits •Improve water quality of Lotus Lake: Project will reduce about 16 pounds TP/year (8,000 lbs. of algae) •Promote diverse vegetation and soil health •Offer visitors a unique experience Project area as it looks now 11 Engagement to Date November 2024 – Initial Preliminary Concepts Open house, Nov. 2, North Lotus Lake Park Two online surveys How do you use the park? (6 responses) What concept do you prefer? (7 responses) Collect emails for project notifications June 2025 – Current Preliminary Concept Open house, June 8, North Lotus Lake Park (part of Creek Week activities), ~30 people Online survey (11 responses) Collect emails for project notifications 12 Initial Preliminary Concepts November 2024 Preferred by majority of open house attendees & survey respondents 13 Current Preliminary Concept June 2025 Purpose Improve water quality of Lotus Lake by reducing the amount of stormwater runoff entering the lake. Vision Create welcoming spaces for people to gather, relax, play, and explore withing a water quality improvement project. Features Overlook Rocks for climbing Prairie Basin 1 Basin 2 Basin 3 rpbcwd.org/north-lotus-lake-park-project Bee lawn Existing wetland Boardwalk •Infiltration basins (3) •Prairie restoration •Bee lawn •Lake overlook •Paved trails •Artistic elements/structures •Lake view and/or access •Rocks and stepping stones •Places to sit 14 3 votes 2 votes 1 vote 2 votes Open House 6/8/2025 About 30 attended Exhibits including updated preliminary concept Opportunities to provide input Talk with landscape designer, artists, RPBCWD staff Vote for favorite features Sign-up list to receive project e-mails Online input form on project webpage Lotus & frog origami activity OPEN HOUSE VOTING 15 3 votes 1 vote 5 votes 11 votes 8 votes 12 votes 1 vote 5 votes Voting Results: A boardwalk was the most desired feature of options exhibited. OPEN HOUSE VOTING continued 16 Desires •A boardwalk or some type of lake access was desired by many. •A lake view was desired by many. •Many were excited for turfgrass to be replaced by native plantings. •Two people expressed desire for a kayak/paddleboard launch. •Some expressed interest in opportunity for natural play areas. •Public art was viewed favorably. Excitement about a possible turtle- shaped shade structure. Concerns •Lake view highly desirable but do not want all trees cleared. •Misuse of boardwalk to drag ice houses onto lake in winter. •Mosquito breeding potential June 8th Open House Summary 17 Online Survey, June 2025 11 responses VOTESFAVORITE FEATURES 7Stormwater basins with native plants 5Bee lawn 5Places to sit 5Walking trail 4Raised overlook to Lotus Lake 5Elevated boardwalk to Lotus Lake 5Ground level boardwalk to Lotus Lake 2Prairie restoration 2Art pieces(s) 2Interpretive signage 1Stepping stones a) Extend boardwalk only to edge of cattails; not good spot for fishing or swimming b) Mosquito breeding potential; boardwalk safety & expense c) Having a public place to access and enjoy views to Lotus Lake feels like a high purpose. d) Looks nice. Project would improve limited public lake access. Do native plantings wherever reasonable. e) Great project! f) Interest in incorporation conservation to tennis court such as adding shade trees. g) Concern about bees near children’s play area SUMMARY OF RELEVANT INDIVIDUAL COMMENTS 18 Terry Jeffery District Administrator 952-607-6512 ext. 1 tjeffery@rpbcwd.org Thank you! View of North Lotus Lake Park Project Area 19 City Council Item August 25, 2025 Item Future Work Session Schedule File No.Item No: A.3 Agenda Section 6:15 P.M. - WORK SESSION Prepared By Laurie Hokkanen, City Manager 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: September 8, 2025 Presentation of Preliminary 2025 Levy and Gov Fund Budgets; 2025-2029 Gov Fund CIP September 22, 2025 City Council Roundtable October 14, 2025 Resolve General Fund Budget Items Fire Department Staffing and Facility Update October 28, 2025 Presentation of Capital Fund Budgets and 2025-2029 CIP November 18, 2025 20 Presentation of Preliminary 2025 Utility Fund Budgets and 2025-2029 Utility Fund CIP November 25, 2025 Final Review of Proposed 2025 Levy, Budgets, and CIP for all funds Pending items: Sign Code updates Chanhassen Bluffs Community Center planning workshops Elections Pleasantview Rd. project planning Lake Ann Park Preserve trail project update 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 p.m. in conjunction with the regular City Council meeting, but may be scheduled for other times as needed. DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS 21 City Council Item August 25, 2025 Item Approve City Council Meeting Minutes dated August 11, 2025 File No.Item No: D.1 Agenda Section CONSENT AGENDA Prepared By Jenny Potter, City Clerk Reviewed By SUGGESTED ACTION "The Chanhassen City Council approves the City Council Meeting minutes dated August 11, 2025." Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION Staff recommends that the Chanhassen City Council approve the City Council Meeting minutes dated August 11, 2025. 22 ATTACHMENTS City Council Meeting Minutes dated August 11, 2025 23 CHANHASSEN CITY COUNCIL REGULAR MEETING MINUTES AUGUST 11, 2025 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, Councilmember McDonald, Councilmember Schubert, and Councilmember Kimber. COUNCIL MEMBERS ABSENT: Councilmember von Oven. STAFF PRESENT: Laurie Hokkanen, City Manager; Rachel Jeske, Planner; Andrea McDowell-Poehler, City Attorney; Patrick Gavin, Communications Manager; Jerry Ruegemer, Parks Director; Eric Maass, Planning Director; Drew Zoromski, Digital Communications Specialist; Sarah Thiessen, Communications Specialist; Jenny Potter, City Clerk. PUBLIC PRESENT: Balakrishna Chintaginjala, 8982 Southwest Village Loop Erik Hansen, SW Transit David Lutz, Attorney, 3137 Woodbridge Street, Shoreview Kevin Ho, 5540 Yellowstone Lane N., Plymouth PUBLIC ANNOUNCEMENTS: 1. SouthWest Transit Update – Erik Hansen Erik Hansen, CEO, reviewed the three services provided by SouthWest Transit. He summarized the total SouthWest Transit ridership for 2024 and explained the increased special events ridership to events such as the State Fair, sports events, and other festivals. He provided an overview of the potential for future growth at Southwest Transit. He explained that the sales tax passed in 2023 did not guarantee financial provision to SouthWest Transit, but they are negotiating with the Met Council to develop a policy to guarantee a percentage of the funds, and he said they would be promoting a bill at the State Legislature. He requested support from the City Council. Mayor Ryan thanked Councilmember Kimber and Councilmember McDonald for serving on the SouthWest Transit Board. She asked when he would bring a resolution to the City Council for them to consider so they could go back to the legislators and request assistance. Mr. Hansen responded that he thought there would be two resolutions to consider, one regarding the bill that would eliminate suburban transit providers and one about the financial considerations with the Met Council. 24 City Council Minutes – August 11, 2025 2 Mayor Ryan reviewed the broad statement about support for local transit, which was a legislative priority. She said they could provide additional specifics. She thanked him for the information provided to the City Council. 2. Invitation to Chanhassen Community Day at Chanhassen Recreation Center Mayor Ryan invited residents to the Chanhassen Community Day at the Chanhassen Recreation Center on August 16. CONSENT AGENDA: Councilmember McDonald moved, Councilmember Kimber seconded that the City Council approve the following consent agenda items 1 through 7 pursuant to the City Manager’s recommendations: 1. Approve City Council Meeting Minutes dated July 28, 2025 2. Approve City Council Work Session Minutes dated July 28, 2025 3. Receive Park and Recreation Commission Minutes dated July 28, 2025 4. Approve Claims Paid dated August 11, 2025 5. Approve an Encroachment Agreement between the City of Chanhassen and the property owner at 2166 Paisley Path 6. City Facilities Cleaning Contract 7. Resolution 2025-56 and Ordinance 749: Amending Chapter 10 Regulating Cannabis Retail Registration All voted in favor, and the motion carried unanimously with a vote of 4 to 0. VISITOR PRESENTATIONS. 1. Balakrishna Chintaginjala Citizen Action Request Balakrishna Chintaginjala. 8982 Southwest Village Loop, discussed artificial intelligence in agriculture. He reviewed how it was currently used in agriculture and explained how local farmers could benefit from implementing artificial intelligence. He summarized different initiatives that Chanhassen could try out. PUBLIC HEARINGS. None. GENERAL BUSINESS. 1. Appeal for Short-Term Rental License Revocation – 7331 Hazeltine Boulevard 25 City Council Minutes – August 11, 2025 3 Rachel Jeske, Planner, summarized the three different violations received within 365 days at the short-term rental property. She explained that the short-term rental ordinance provided different options for the City Council, including the revocation of the short-term rental license. David Lutz, Attorney, read a response from the city to property owner Kevin Ho about not receiving a violation for the trash can placement due to the prompt response. He claimed that the city issuing the violation violated his due process rights. He stated that the city’s interpretation of the Ordinance violated due process since the city permitted pre-collection visibility, but not post- collection visibility. He requested that the decision be reversed. Mayor Ryan asked when the trash cans were removed from the premises. Mr. Ho explained that the trash was collected on July 10, and the trash cans were removed on July 11. Councilmember McDonald said that the residents in the neighborhood did not seem to like the VRBO, so the City Council would have to consider remedies to resolve the situation. He stated that the issues had been ongoing for some time, so the owner would have to tighten up the management of the residence. He asked how the owner would manage the renters who utilize the property. Mr. Ho responded that a message was sent out to all individuals who booked the property with the house instructions limiting the property to only four cars. Mr. Lutz noted that the previous violation of parking was in September 2024, and there had not been any concern since that time. Councilmember McDonald said he received emails from their neighbors, and they are not happy with the VRBO. He said that the property owner had to address the problems, but the City Council has a duty to the community to provide repercussions if the rules are not followed. He recommended making amends to his neighbors and creating tighter control of the property. Mr. Ho said he provided his number to the neighbors but never received contact about the concerns. Councilmember Schubert asked for clarification about the neighbor, stating they did not want it to be a violation. Ms. Jeske responded that they continued to discuss the violations internally, since they found evidence that the same violation had happened on June 13. The staff thought it was unreasonable to let the violation happen multiple times. Councilmember Schubert had asked for information about the trash cans being out the night before. Andrea McDowell-Poehler, City Attorney, stated that the ordinance could be tighter. Councilmember Kimber said that the three violations occurred within a calendar year. He said additional violations occurred when there was no rental license in place. He stated that they 26 City Council Minutes – August 11, 2025 4 continued to hear from residents about concerns with the property. He said not acting on the violations was the bigger problem. Councilmember Schubert asked why he continued to rent out the property after receiving the letter from the city stating that the license had been revoked. Mr. Ho answered that he had a family with kids renting the space, and they had no other options. He was also appealing. Mayor Ryan stated that the complaints were not isolated to his property. She said that the City Council had heard from neighbors about violations at this property often. She stated that there was no consistency in trying to adhere to the policy. She said if they revoke the license, it was supposed to be for a year, but she suggested the City Council could consider six months. She asked about examples for additional terms for the licensee. Councilmember McDonald said he understood where the property owner was coming from, as it was an income-producing property. He appreciated the other options for the license revocation, but he did want to send a message that violations cannot occur. He said that the property owner should be leading the effort at the property. Mayor Ryan said the property owner was operating without a license. She asked if they had bookings for the rest of the month. Mr. Ho responded that if he canceled the reservations, he would lose his status with Airbnb and VRBO. He estimated he had six to eight reservations a month through November. Mayor Ryan explained the difficulty in understanding how to move forward, since the property owner had reservations. Councilmember McDonald suggested putting the property owner on a conditional license through the end of October. If the City Council received any complaints, the city would revoke the license for a year. Mayor Ryan clarified that they would have to ensure they were violations, not just complaints. Councilmember Schubert said she would like to see no violations after the probationary period. Councilmember McDonald said that the three strikes started after the issuance of a license. Ms. Jeske answered that the violations fell off after 365 days. There will be one violation remaining after September 2025. Councilmember Schubert clarified that the property owner would still have a strike after the probationary period. She stated she would be happy with either option. 27 City Council Minutes – August 11, 2025 5 Mayor Ryan suggested that they could decide on additional stipulations after the probationary period. Councilmember Kimber asked if there were ways to monitor new bookings. He said it was difficult to enforce the bookings, but clarified that they would allow a probation through October, but if an additional violation occurred, he would lose his license for a year. Mayor Ryan suggested a 60-day probationary period, and he would need to come back and report to the City Council to determine the next steps. Councilmember McDonald said the property owner would share the rentals with the City Manager, and if he had violations of a renter not on the schedule, they would know he violated the terms. Ms. McDowell-Poehler said the property owner had a license, so she clarified that he would be on probation for sixty days, and if he had one more violation, his license would be revoked. She said the action taken would need to be determined now rather than in October. Councilmember McDonald said the property owner would suffer irreparable harm. He said they were putting off the decision for sixty days to allow the property owner to manage his property more appropriately. Ms. McDowell-Poehler clarified that the license would be revoked if there was a violation during the sixty-day period. She voiced concerns about the decision in October. She clarified that they had to act on the violations now rather than reviewing them in the future. She voiced concerns about reviewing the license if he met the terms of the probation. Mayor Ryan explained the concerns expressed by Ms. McDowell-Poehler. She said that they should be consistent with the ordinance after the sixty-day probationary period. Councilmember McDonald asked if they could add terms or conditions. Ms. McDowell-Poehler said they would add terms and conditions now, but they could say they could extend the decision by the default of the ordinance for sixty days for a final decision. Councilmember McDonald asked if the property owner must tell the city the information about his bookings during the sixty-day period. He encouraged the property owner to make changes. Mayor Ryan asked if it would be October 31 or sixty days. Mr. Ho responded that he blocked bookings after October 20. 28 City Council Minutes – August 11, 2025 6 Mayor Ryan suggested setting the date as October 20, and they could bring the information back to the City Council on October 27. She asked Ms. Jeske how the arrangement would work from a staff perspective. Ms. Jeske answered that it would be complaint-based. Mayor Ryan asked if bookings were private information or if they could share information with the neighbors. Ms. McDowell-Poehler clarified that they could see when the property was booked online today. Councilmember Kimber clarified that no bookings could happen after October 20. He said that they were learning information about short-term rentals, and he suggested revisiting the penalties if violations occur. He said they had responsibility for the individuals who book the property, so he questioned the enforceable penalties. Mayor Ryan said that the City Council will face heat about the decision. The City Council extended grace to make sure that the violations do not occur. She stated that it was the property owner’s responsibility to adhere to the ordinances, and it would be his responsibility if he lost the ability to host bookings. Councilmember McDonald moved, Councilmember Schubert seconded that the Chanhassen City Council suspend a decision on the revocation on the license until October 20, with the conditions to allow the property owner to continue with the current bookings and make no new bookings until after the decision and share the information with the city, and the license could be terminated if there are complaints outside of the normal bookings. All voted in favor, and the motion carried unanimously with a vote of 4 to 0. COUNCIL PRESENTATIONS. Councilmember Kimber thanked the Fire Department and the Carver County Sheriff for their work on Night to Unite. He stated that they filled the fire truck with donations. ADMINISTRATIVE PRESENTATIONS. 1. Celebrate the Northern Lights Awards received from MAGC for Communications Laurie Hokkanen, City Manager, recognized the City of Chanhassen Communications team, Patrick Gavin, Drew Zoromski, and Sarah Thiessen, for the four Northern Lights awards, including a Bronze Award for Public Health or Public Safety Video, a Bronze Award for Community Engagement, a Silver Award for Video Shot/Social Media Campaign, and a Silver Award for the Interview, Talk Show, or News Magazine Programming. Mayor Ryan thanked the City of Chanhassen Communications team for their impact. 29 City Council Minutes – August 11, 2025 7 CORRESPONDENCE DISCUSSION. 1. 2026 Municipal Wastewater Charge - MCES Councilmember Schubert moved, Councilmember Kimber 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 8:39 p.m. Submitted by Laurie Hokkanen City Manager Prepared by Jenny Potter City Clerk 30 City Council Item August 25, 2025 Item Approve City Council Work Session Minutes dated August 11, 2025 File No.Item No: D.2 Agenda Section CONSENT AGENDA Prepared By Jenny Potter, City Clerk Reviewed By SUGGESTED ACTION "The Chanhassen City Council approves the City Council Work Session Minutes dated August 11, 2025." Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION Staff recommends that the Chanhassen City Council approve the City Council Work Session minutes dated August 11, 2025. 31 ATTACHMENTS City Council Work Session Minutes dated August 11, 2025 32 1 CHANHASSEN CITY COUNCIL WORK SESSION MINUTES August 11, 2025 Mayor Ryan called the work session to order at 5:30 p.m. COUNCIL MEMBERS PRESENT: Mayor Ryan, Councilmember Kimber, Councilmember Schubert, Councilmember McDonald COUNCIL MEMBERS ABSENT: Councilmember von Oven STAFF PRESENT: Laurie Hokkanen, City Manager; Matt Unmacht, Assistant City Manager; Charlie Howley, Public Works Director/City Engineer; Eric Maas, Planning Director; Richard Rice, IT Manager; Patrick Gavin, Communications Manager; Jerry Ruegemer, Parks Director; Jenny Potter, City Clerk; Kelly Grinnell, Finance Director PUBLIC PRESENT: Preliminary 2026 Budget & Levy Discussion Kelly Grinnell, Finance Director, presented information on the preliminary 2026 General Fund budget and 2026 property tax levy. The presentation covered wage and benefit projections, including a projected 3% cost-of-living adjustment, 3% step increases for eligible employees, and a 15% rise in health insurance premiums. Ms. Grinnell talked about costs tied to the new state paid family leave program. Other budgetary impacts included a 5.9% increase in the Sheriff’s contract, added election costs, and the potential for the city to take over in-person absentee balloting in 2026. Matt Unmacht, Assistant City Manager, and Jenny Potter, City Clerk, reviewed a request from Carver County to offer in-person absentee voting at City Hall starting in 2026. The option would serve only city residents, including those with Excelsior or Chaska mailing addresses within city limits, and would supplement existing voting methods. Absentee voting would run for six weeks before Election Day, plus four extra days for each election, requiring additional staff and election judges. Carver County would assist with training and some first-year costs, but the city would cover all expenses after 2026. The costs are estimated at $31,000 in 2026 and $45,000 in 2028. Staff noted the service would be convenient for voters but would add significant workload and ongoing costs. The City Council expressed interest in making voting more accessible and convenient for residents, but indicated that, for the immediate future, Carver County would need to make its financial support more definitive and robust until Chanhassen has the time to incorporate these additional costs into its regular annual budget. 33 City Council Work Session Minutes – August 11, 2025 2 Ms. Grinnell continued presenting preliminary budget figures projecting a 7.6% overall increase in wages and benefits and a 1.7% rise in non-wage expenditures compared to 2025. Total General Fund expenditures are estimated at $16.9 million, with revenues projected to match. The council also reviewed levy projections from last year’s Truth in Taxation process, showing a possible total levy of $16.47 million in 2026, up 7.2% from 2025, with further increases expected in subsequent years due to major projects like the Civic Campus and Chanhassen Bluffs Recreation Center. No significant changes to levy plans were proposed, and budget adoption remains scheduled for Dec. 15. The preliminary numbers presented at Monday’s meeting indicated that it would result in a balanced budget for the city. Commercial Vehicle Parking Discussion Charlie Howley, Public Works Director/City Engineer, reviewed current regulations, which prohibit any vehicle from parking on a public street for more than 48 hours, as well as City Code restrictions on parking trucks with multiple axles in residential areas overnight, except when in an enclosed garage or for construction purposes. Kerber Boulevard, due to its collector street status, has not historically been considered part of a residential neighborhood. A citywide map of “no parking” zones was presented, along with a potential designated commercial vehicle parking area at Park Road and Park Drive, which is centrally located, wide enough for truck parking and surrounded by industrial zoning. Mr. Howley presented four possible options for the City Council. First, make no changes and enforce sightline parking issues. Second, classify Kerber Boulevard as residential and apply existing overnight truck restrictions. Third, prohibit overnight commercial vehicle parking citywide. Fourth, create a designated commercial vehicle parking zone along Park Road and Park Drive with no overnight parking allowed. The City Council decided to select option one, making no changes and enforcing sightline parking issues. The City Council will reevaluate the topic if additional concerns are raised. Market Boulevard Improvement Project Discussion Charlie Howley, Public Works Director/City Engineer, revisited plans for the Market Boulevard Improvement Project. The City Council last decided to pause design work and delay most construction until 2027 to avoid conflicts with other major downtown projects. The City Council reviewed two primary paths: full reconstruction or a more simplified pavement rehabilitation. Both would involve some 2026 work, including a railroad crossing closure (about three weeks), intersection improvements at Market Boulevard and West 78th Street (about four weeks), and installation of a stormwater reuse system required by permitting and scheduled for next fall. A full reconstruction could follow the previously favored mini-roundabout/single lane 34 City Council Work Session Minutes – August 11, 2025 3 median design, while rehabilitation could be completed entirely in 2026 without ruling out future corridor reconstruction. The City Council expressed interest in moving forward in the short term with requested upgrades to the 78th Street intersection, improvements to the railroad crossing at the southern end of Market Boulevard, enhancements to the pedestrian safety crossing near Market Square and repairs to sidewalks. The City Council would like to take a more holistic look at Market Boulevard and general downtown traffic flow in order to make more significant and impactful decisions around traffic calming and pedestrian access. Mayor Ryan adjourned the work session at 6:56 P.M. Submitted by Laurie Hokkanen City Manager Prepared by Jenny Potter City Clerk 35 City Council Item August 25, 2025 Item Receive Planning Commission Minutes dated June 3, 2025 File No.Item No: D.3 Agenda Section CONSENT AGENDA Prepared By Amy Weidman, Senior Admin Support Specialist Reviewed By SUGGESTED ACTION "The Chanhassen City Council receives the Planning Commission minutes dated June 3, 2025." Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS Planning Commission minutes dated June 3, 2025 36 CHANHASSEN PLANNING COMMISSION REGULAR MEETING MINUTES JUNE 3, 2025 CALL TO ORDER: Chairman Noyes called the meeting to order at 6:00 p.m. MEMBERS PRESENT: Chairman Eric Noyes, Steve Jobe, Jeremy Rosengren, Ryan Soller, Mike Olmstead, Dave Grover, and Katie Trevena. MEMBERS ABSENT: None. STAFF PRESENT: Rachel Arsenault, Associate Planner; Joe Seidl, Water Resources Specialist; Breanne Rothstein, Consulting Planner. PUBLIC PRESENT: John Gilbert 1641 Jeurissen Lane Tom Shaver Inland Development Team Jacquel Hajder Inland Development Team ESG Architect Representative PUBLIC HEARINGS: 1. Avienda Apartments Preliminary Plat and Site Plan Review (Planning Case 25-08) Rachel Arsenault, Associate Planner, introduced Planning Case #25-08 for the Avienda Apartments Preliminary Plat and Site Plan Review. The case is scheduled for the City Council on June 23. The proposed location is near Lyman and Powers. The land is zoned planned unit development, and the land designation is office and commercial. Mrs. Arsenault reviewed the communication up to this point, including a City Council Work Session on March 24, 2025, a neighborhood meeting on March 25, 2025, and a notice of the public hearing mailed to all property owners within 500 feet. She reviewed the greater Avienda PUD, which included 768 approved united, 39 detached townhomes, 52 rowhomes, 412 apartments, and 264 additional units that could be built. She said that the senior housing development is no longer planned. She reviewed the level of city discretion in decision-making. She stated that the staff reviewed seven considerations for subdivision approval and found that all were met. She reviewed the preliminary plat and noted that they were platting one lot, with the remainder of the 37 acres designated as an outlot. She said anything that comes forward from the outlot would need to be replatted and presented to the Planning Commission. She provided context for the site plan review and noted that it was updated yesterday, so the staff had not fully reviewed it to make sure it met all the conditions. She said that the site plan in the agenda packet was the original version in which the staff conditions were created. She 37 Planning Commission Minutes – June 3, 2025 2 commented that the pedestrian connectivity was highlighted in the site plan review because that is a large part of the Avienda Development. She said that the development team had already worked toward some of the conditions to allow public access easements to provide public benefit for anyone living in the Avienda Development. The site plan shows a pet park and connecting trails on the north end of the site, along with public parking and an entrance to the garage. She reviewed the middle of the site plan, which provided parking and pedestrian access around the building. She reviewed the south end, which provides another pet park and trails to walk around. She summarized the landscape plan and said that there is berming on the north side, which would create a visual interest. She stated that the courtyard was a large part of the landscaping for the development. She commented that the south end of the development mirrored the north side with trees and berming. Mrs. Arsenault summarized the parking requirements for different unit types and commented that the city is requiring 726 parking spaces, 412 of which are to be covered underground spaces. She stated that the developer was providing 736 parking spaces, but 101 of those spaces would be considered proof of parking. She explained the layout of the floor plan and the underground parking garage. She commented that the underground parking garage would contain the trash rooms and the utility areas. She reviewed the architecture for the outside of the building and the rendering photos. She said that the Avienda Design Guidelines are recommendations, not requirements, but that the design drivers are timeless architecture, earth-tone color palates, inclusive opportunities to relax and gather, and pedestrian accessibility. She explained that certain concept materials were used most often in the project, and she provided material samples at the podium. She stated that the Avienda Design Guidelines referenced material classification, which includes natural stone, architecturally pre-cast panels, and wood. Joe Seidl, Water Resources Specialist, discussed the grading and drainage. He said that the area was previously graded with the larger Avienda build-out. He stated that there was a high point in the center of the site, which directed stormwater to the north to be picked up in a temporary basin and conveyed to the northwest via storm sewer or to the south through drainage swales to a temporary basin, which drains to Lake Susan. He noted that there is the planned Avienda row homes development, which has the best management practice highlighted in pink and was stabilized with vegetation. He said that the project was required to meet city and Riley Purgatory Bluff Creek Watershed District Requirements for water quality, rate control, and water volume. He said that the proposed design includes stormwater ponds and best management practices to promote infiltration, filtration, and stormwater storage. He said that the stormwater site was outlined in the Apartment’s stormwater management report and a master report. He reviewed the stormwater master plan, which was a road map to guide how the stormwater would be managed for the entire site to allow for fewer and larger best management practices. He said that there would be more assets if there were smaller, but best management practices, so the regional plan would think on a large scale of how the stormwater would naturally run along the site. He stated that there would be extra complexity with the Avienda Apartment buildout, because the stormwater for their site needs to meet standards and they are using portions of the master stormwater plan, so the plans have to talk with one another and consider the maintenance for the best management practices and both plans would have to go through permitting at the same time. 38 Planning Commission Minutes – June 3, 2025 3 Mr. Seidl summarized the proposed conditions for the grading and drainage and said that the storm sewer would be built and convey water to a pickup point to be captured and conveyed by the master stormwater drainage to a best management practice on the north side of the buildout. He said a temporary basin would be reconfigured into an underground system. He said that the underground system would primarily treat the stormwater from the public roadway and would be conveyed to the northwest. He noted that this would be a better picture of the Avienda Rowhomes buildout, and the stormwater would have to work with this design. He stated that there was an emergency overflow route planned through the southern portion of the site. He said that the center courtyard acts like a bowl and would inhibit an overflow path, so they would need to find a solution, such as a redundant pipe that was sized correctly, if the primary pipe was not functional. He discussed the stormwater challenges, including navigating the master plan and making sure that there was an accounting exercise completed based on the impervious area created, the amount of treatment in the best management practice remaining, and how to route them. He discussed the challenge with the relocation of the best management practice and undergrounding it. He said that the best management practice was alleviating stress downstream to temporarily store stormwater. He asked if a temporary reroute was necessary, and they would need to study the potential impacts with the city. He discussed the design of the overflow system and the maintenance of the best management practices. He said that there are engineering solutions that need to be implemented. Commissioner Rosengren asked about the proof of parking spaces. He said that the plan looked like the areas were spread around the outside edges of where the parking lots would go. He asked if these areas would be paved but not have parking lines until they are needed. Mrs. Arsenault answered that the parking spots would be planned, but they would not be pre-paved. She said that they would be graded properly so they could change it into parking, but there would be landscaping in the interim to be used for the site currently. Commissioner Rosengren asked if there would be an impact on the water plan if they paved additional areas for parking. Mr. Seidl answered that the city would have to review whether the parking was reconfigured. He said it was not uncommon for either an emergency overflow route to go over a parking lot, or for there to be an underground pipe solution. Commissioner Rosengren clarified that nothing major would impact the plan. Commissioner Jobe asked what the trigger would be for when parking would be added. Mrs. Arsenault answered that parking was only required to be constructed if and when they find a need for the spaces. She said if the city receives repeated, reported issues, they will work with the developer to construct the parking. Commissioner Jobe asked about the water flow, since this was a design-as-you-go. He asked how much flexibility that allowed to change things for the next addition. Mr. Seidl answered that the fundamentals of the plan would not change much. He said that when he looked at a master plan, there would be a large, best management practice in a general area to capture and convey water from the developments. The main goal of the individual development was to figure out how to route the stormwater to the best management practice and to make sure they were still 39 Planning Commission Minutes – June 3, 2025 4 sized correctly. He said if there was a change, the master stormwater plan would have to re- permit itself. Chairman Noyes asked if the last part to be developed might be stuck with a situation they could not deal with based on minor tweaks. Mr. Seidl answered that the city needs to regulate each project. The nice thing is that the area is fairly built out, so there is not a lot of the impervious area to go higher than what was planned for. He said that the biggest risk was if there were no credits left, but the risk was low if it was managed correctly. He stated that there were two sets of regulatory eyes looking at the project. Chairman Noyes asked if the undeveloped parking was considered impervious or pervious in the calculation. Mrs. Arsenault answered that it was considered impervious. Commissioner Jobe asked if the sod would be required to prevent nitrates from going into stormwater areas. Mrs. Arsenault answered that there was not a requirement for specific sod planting, but there were landscaping requirements reviewed by the Natural Resource Specialist. These items would include ensuring enough tree plantings and species diversity. Commissioner Olmstead said that there was a slide in the site plan that calculated for hammerheads on the northwest and southwest corners for ambulance turnaround, but there was not good coverage on the west side of the building, which would have the best management practice for the rowhomes and a small, private lane. He asked if fire was acceptable to that. Mrs. Arsenault answered that the fire had reviewed the plans and had no conditions. Commissioner Trevena requested to review the east-west paths for future retail. She said it was just on this parcel, and the retail developer would have additional responsibility. Mrs. Arsenault confirmed and answered that this development provided multiple connections to the commercial area. Commissioner Olmstead asked if traffic control would be a part of the final review. He asked about the four-way stop and if it would be required. Mrs. Arsenault answered that it would be a part of the traffic study that the development team would have to complete and update. Mr. Seidl clarified that this would be like the stormwater plan, and there were outlined uses, but as the individual uses of parcels were known, they could update the traffic study. They could condition an upgrade if it was necessary for whatever development triggered the upgrade. Commissioner Olmstead said it worried him when plans were piecemealed. He said the regulators would have to look into the future to help the next person. Commissioner Soller asked about the marked yellow trails on the plan and interconnectedness. He asked if they are to be privately maintained areas or if they were public sidewalks. Mrs. Arsenault answered that the outermost ring was designed to ADA standards and city standards, so the public could use it. She would have to double-check with the engineering department about who oversaw the maintenance. 40 Planning Commission Minutes – June 3, 2025 5 Commissioner Soller said that it was designed with the intent to allow for public foot traffic, not just a benefit for the residents of the building. Mrs. Arsenault confirmed that this was the intent, and this was a large part of the Avienda review and design guidelines. Chairman Noyes asked if the pedestrian areas left the development and how they would meet up with the next development in appropriate places. Mrs. Arsenault answered that it was a best- guess assumption, but they can make a good guess based on the traffic. She said that the developer only had to construct one path on the east side because there was no reason to go east a couple of feet to their property line if they did not know where it would connect with commercial developments in the future. Commissioner Grover asked if some of the paths went through the proof of parking areas. Mrs. Arsenault answered that the developer would have to reconstruct the sidewalks in front of where the proof of parking space would go and there is sufficient space to do so. Commissioner Rosengren clarified that the proof of parking was all or nothing. Mrs. Arsenault answered that the proof of the parking agreement wording could be further worked through in the development contract. She said that the 101 parking spots would meet the minimum requirements for the City Code. Commissioner Jobe asked if the proof of parking was like an escrow account and how soon they would know if they needed the proof of parking. Jacquel Hajder of Inland Development Partners, LLC team said that the proof of parking came from a portfolio of projects they already had that were from similar markets and had 95 to 98 percent occupancy. She said that they did not want to overbuild, but they did not want to have an excess of hard surfaces, which are not as good for the environment. She said they typically see a need for 1.5 parking spots per unit. She stated that they look at how many stalls they have per bedroom. They have 1.1 parking stalls per bedroom. She said it took about 18 to 24 months to see the building occupied and to understand the parking needs. She said they have a management company that oversees the parking to make sure one resident is not storing many cars. Commissioner Trevena asked about the EV readiness was limited to 20 percent of the interior stalls. She asked if there was a timeline or threshold to increase the amount. Jacquel Hajder that EV-ready meant providing conduits and transformers to allow for twenty percent of the parking to be electric vehicle charging. Ten percent of the stalls would already be completed. She said many buildings are not yet meeting the demand for electric vehicle charging. Chairman Noyes opened the public hearing. John Gilbert, 1641 Jeurissen Lane, said he appreciated the complexity of the water movement. He thought the incremental changes still worried him and that someone would be left holding the bag. He looked back at the previous approval of row homes and the 500-foot pond. He asked if anyone considered moving the water from the courtyard. He said he endorsed approving the project with conditions. He said that the water was driven to a location that was not being voted on tonight. He stated that there were several renditions of what the developer wanted to see for Avienda. He commented that there was a community center in earlier plans seen in the watershed 41 Planning Commission Minutes – June 3, 2025 6 documents. He asked if there were any other options to move water to the 500-foot pond. He said he would love to see the courtyard mirrored on the east side of the property, since that was originally presented to the community. He read some references and asked if the developer was trying to get the city to commit to the pond because they need the water moved there. He asked if there were any other options available. He said that the grading plan showed a courtyard to the basins. He stated that the Avienda Quad was cited in the landscaping plan. He thought there would be very little water flow going through the area right now, and if there were any other solutions. He asked if the city could come up with a longer-term plan, and that they were being shortsighted. Chairman Noyes closed the public hearing. Chairman Noyes recognized that it was a fluid project, and the Planning Commission built safeguards in for further reviewing and further opportunities for public discussion for future projects. He said that the discussion would continue as other parts of Avienda were developed, whether it was as simple as walking paths or as complicated as water movement. Commissioner Olmstead asked if the 46 comments were the conditions of approval. Mrs. Arsenault confirmed that the 46 comments were the conditions of approval that would need to be addressed before coming forward for the final plat. Even when it comes to the final plat, they do another plan review, which could include additional conditions. Commissioner Olmstead clarified that the developer had sent in updates that addressed some of the conditions. Mrs. Arsenault confirmed this information. Commissioner Olmstead moved, Commissioner Jobe seconded that the Chanhassen Board of Appeals and Adjustments approves the requested preliminary plat and site plan review subject to the conditions of approval and adopt the attached Findings of Fact and Recommendation. All voted in favor and the motion carried with a vote of 7-0. GENERAL BUSINESS: None. APPROVAL OF MINUTES: 1. APPROVAL OF PLANNING COMMISSION MINUTES DATED MAY 20, 2025 Commissioner Grover noted that he had a small change. He said that on top of page four, the word “attached” should be included in front of the phrase auxiliary dwelling unit. Mrs. Arsenault confirmed the change. Commissioner Grover moved, Commissioner Jobe seconded to approve the Chanhassen Planning Commission summary minutes dated May 20, 2025, as corrected above. All voted in favor, and the motion carried unanimously with a vote of 7-0. COMMISSION PRESENTATIONS: None. 42 Planning Commission Minutes – June 3, 2025 7 ADMINISTRATIVE PRESENTATIONS: Breanne Rothstein introduced herself and explained that she was filling in for Community Development Director Maass. CORRESPONDENCE DISCUSSION: None. OPEN DISCUSSION: None. ADJOURNMENT: Commissioner Rosengren moved, Commissioner Soller seconded, to adjourn the meeting. All voted in favor, and the motion carried unanimously with a vote of 7 to 0. The Planning Commission meeting was adjourned at 6:55 p.m. Submitted by Rachel Arsenault Associate Planner 43 City Council Item August 25, 2025 Item Approve Claims Paid dated August 25, 2025 File No.Item No: D.4 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 August 25, 2025." 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 August 25, 2025: Total Claims $2,227,787.17 BUDGET RECOMMENDATION 44 ATTACHMENTS Payment Summary Payment Detail 45 Accounts Payable Checks by Date - Summary Vendor Name Check Date Void Checks Check Amount ALL AMERICAN TITLE COMPANY 08/06/2025 0.00 117.34 ALL AMERICAN TITLE COMPANY 08/06/2025 0.00 5.74 ANCONA TITLE & ESCROW 08/06/2025 0.00 67.32 BRIAN D. & ANGELA E. COOK 08/06/2025 0.00 8.09 BURNET TITLE 08/06/2025 0.00 6.19 CARLOS A. & JEANINE CARLOS 08/06/2025 0.00 124.69 CAROLE J. BIRCH 08/06/2025 0.00 125.00 CECELIA RUBLE 08/06/2025 0.00 44.38 Charlie Burke 08/06/2025 0.00 42.58 DANIEL & DAWN BENDELL 08/06/2025 0.00 90.97 EMILY SOUVANNALATH 08/06/2025 0.00 112.25 FIRST AMERICAN TITLE 08/06/2025 0.00 287.15 FLEX TITLE COMPANY 08/06/2025 0.00 9.16 FLEX TITLE COMPANY 08/06/2025 0.00 46.20 GoTo Communications Inc 08/06/2025 0.00 3,119.26 HASSAN KHIDR 08/06/2025 0.00 104.27 IUOE Local #49 08/06/2025 0.00 630.00 JACOB & MOLLY JOHNSON 08/06/2025 0.00 90.62 JENEEN MARIE SCHMIDT-MOLLDREM 08/06/2025 0.00 200.02 JOEL & HEIDI LEHRKE 08/06/2025 0.00 63.43 JOHN & SARAH COPOULS 08/06/2025 0.00 47.10 JOSEPH & MELISSA O'CONNOR 08/06/2025 0.00 63.33 JUDITH CARLSON 08/06/2025 0.00 191.24 JULIETTE & ERIC SCHNEIDER 08/06/2025 0.00 71.06 JUSTIN & ANDREA O'BRIEN 08/06/2025 0.00 58.08 KATIE FEARS 08/06/2025 0.00 61.83 LANDTITLE 08/06/2025 0.00 157.46 LEGACY TITLE 08/06/2025 0.00 25.05 LEGACY TITLE 08/06/2025 0.00 94.42 Marco Inc 08/06/2025 0.00 1,110.00 MARINA R. MEULNER 08/06/2025 0.00 24.23 MN NCPERS LIFE INSURANCE 08/06/2025 0.00 128.00 Nokomis Energy, LLC 08/06/2025 0.00 7,543.69 PATRICK & KATHRYN ROSATI 08/06/2025 0.00 14.03 PATRICK & LISA HANEY 08/06/2025 0.00 38.22 PENNY LYNN BURSCH-JOHNSON TRUST 08/06/2025 0.00 115.72 RANDY & MICHELLE STROBEL 08/06/2025 0.00 82.45 RESULTS TITLE 08/06/2025 0.00 65.08 SANDRA ERICKSON 08/06/2025 0.00 71.36 SARAH MARIE WIERZBINSKI 08/06/2025 0.00 16.38 Sawyers Dream Band LLC 08/06/2025 0.00 350.00 SCOTT COUNTY ABSTRACT 08/06/2025 0.00 7.57 STEWART TITLE COMPANY 08/06/2025 0.00 13.70 STONE ARCH TITLE LLC 08/06/2025 0.00 9.79 Page 1 of 4 46 Vendor Name Check Date Void Checks Check Amount THE TITLE GROUP INC 08/06/2025 0.00 93.95 TITLE MARK LLC 08/06/2025 0.00 14.26 TITLESMART INC 08/06/2025 0.00 13.05 TITLESMART INC 08/06/2025 0.00 98.57 TRADEMARK TITLE SERVICES 08/06/2025 0.00 47.73 TRADEMARK TITLE SERVICES 08/06/2025 0.00 431.32 WATERMARK TITLE AGENCY 08/06/2025 0.00 94.00 WATERMARK TITLE AGENCY 08/06/2025 0.00 5.78 WATERMARK TITLE AGENCY 08/06/2025 0.00 897.90 XCEL ENERGY INC 08/06/2025 0.00 641.53 ZACHARY & MELISSA GERBOZY 08/06/2025 0.00 29.62 AMERICAN TIRE DISTRIBUTORS INC 08/07/2025 0.00 299.01 Apres, Inc. 08/07/2025 0.00 586.00 ARAMARK Refreshment Services, LLC 08/07/2025 0.00 896.96 Aspen Equipment 08/07/2025 0.00 8,970.00 Assured Asphalt Corporation 08/07/2025 0.00 4,140.00 Blackburn Manufacturing Company 08/07/2025 0.00 1,673.94 BORDER STATES ELECTRIC SUPPLY 08/07/2025 0.00 180.74 BS & A Software 08/07/2025 0.00 5,739.00 Carver County 08/07/2025 0.00 1,450.00 CARVER COUNTY ENVIRONMENTAL 08/07/2025 0.00 315.96 Cintas Corporation No. 2 08/07/2025 0.00 125.81 Cleaning Solutions Services 08/07/2025 0.00 8,610.42 COMPUTER INTEGRATION TECHN. 08/07/2025 0.00 5,000.00 Diversified Drainage 08/07/2025 0.00 39,440.08 FACTORY MOTOR PARTS COMPANY 08/07/2025 0.00 330.55 Ferguson Enterprises, Inc. #1657 08/07/2025 0.00 52.02 Greystone Construction Co. 08/07/2025 0.00 9,158.80 GS DIRECT INC 08/07/2025 0.00 207.22 Guard Guys, LLC 08/07/2025 0.00 167.75 HOISINGTON KOEGLER GROUP 08/07/2025 0.00 6,470.82 Houston Engineering Inc 08/07/2025 0.00 3,005.50 KIMLEY HORN AND ASSOCIATES INC 08/07/2025 0.00 1,521.50 Kraus-Anderson Construction Company 08/07/2025 0.00 162,703.75 LENZEN CHEVROLET BUICK 08/07/2025 0.00 4,324.25 Matheson Tri-Gas, Inc. 08/07/2025 0.00 356.08 Metropolitan Council, Env Svcs 08/07/2025 0.00 9,840.60 Midwest Machinery Co 08/07/2025 0.00 139.53 MN DEPT OF LABOR AND INDUSTRY 08/07/2025 0.00 4,857.40 MTI DISTRIBUTING INC 08/07/2025 0.00 41,710.77 NAPA AUTO & TRUCK PARTS 08/07/2025 0.00 526.75 Northern Audio Production, Inc. 08/07/2025 0.00 4,709.00 O'Reilly Automotive Inc 08/07/2025 0.00 213.71 PATCHIN MESSNER 08/07/2025 0.00 1,872.50 POMP'S TIRE SERVICE INC 08/07/2025 0.00 1,108.81 Quality Flow Systems Inc 08/07/2025 0.00 1,713.64 Rent N Save Portable Services 08/07/2025 0.00 5,445.45 Robert Half International, Inc. 08/07/2025 0.00 238.55 Sophia Martin 08/07/2025 0.00 45.50 Sun Life Financial 08/07/2025 0.00 3,919.40 Sustainable Investment Group LLC 08/07/2025 0.00 5,292.00 UNIVERSITY OF MINNESOTA 08/07/2025 0.00 5,000.00 Vertex Unmanned Solutions, LLC 08/07/2025 0.00 1,314.00 Page 2 of 4 47 Vendor Name Check Date Void Checks Check Amount WM MUELLER & SONS INC 08/07/2025 0.00 168.00 WSB & ASSOCIATES INC 08/07/2025 0.00 7,999.71 CenturyLink 08/13/2025 0.00 64.00 HEATHER MESTAD 08/13/2025 0.00 32.13 Metronet Holdings, LLC 08/13/2025 0.00 162.98 NOVEL SOLAR THREE, LLC 08/13/2025 0.00 10,094.56 Patrick Gavin 08/13/2025 0.00 179.99 Potentia MN Solar 08/13/2025 0.00 7,714.13 Rachel Arsenault 08/13/2025 0.00 45.50 XCEL ENERGY INC 08/13/2025 0.00 2,222.92 AMC 08/14/2025 0.00 1,500.00 BATTERIES PLUS 08/14/2025 0.00 174.75 Brainwave Tech Solutions Inc 08/14/2025 0.00 4,021.23 Charles Christensen Jr Construction 08/14/2025 0.00 250.00 CHASKA PARK & RECREATION 08/14/2025 0.00 1,542.51 Cintas Corporation No. 2 08/14/2025 0.00 57.64 COMPUTER INTEGRATION TECHN. 08/14/2025 0.00 4,788.60 CORE & MAIN LP 08/14/2025 0.00 2,537.28 DENALI CUSTOM HOMES INC 08/14/2025 0.00 2,500.00 ECM PUBLISHERS INC 08/14/2025 0.00 217.62 EMERGENCY APPARATUS MAINT. INC 08/14/2025 0.00 222.94 Enterprise FM Trust 08/14/2025 0.00 35,473.30 Fidelity Security Life 08/14/2025 0.00 966.06 GONYEA HOMES 08/14/2025 0.00 3,000.00 GREEN MEADOWS INC 08/14/2025 0.00 4,212.50 Guard Guys, LLC 08/14/2025 0.00 85.00 GYM WORKS INC 08/14/2025 0.00 340.00 Houston Engineering Inc 08/14/2025 0.00 1,799.50 Ideal Renovations MN INC 08/14/2025 0.00 250.00 Ideal Service Inc. 08/14/2025 0.00 277.50 Innovative Office Solutions LLC 08/14/2025 0.00 168.88 Jerome Johnson 08/14/2025 0.00 50.00 K2 Electrical Services Inc 08/14/2025 0.00 7,071.00 Kerber Family Homes LLC 08/14/2025 0.00 750.00 L CRAMER CO. 08/14/2025 0.00 150.00 Landscapes Unlimited 08/14/2025 0.00 3,500.00 LECY BROS CONSTRUCTION INC 08/14/2025 0.00 250.00 Luxury Lawns Landscaping 08/14/2025 0.00 500.00 Macqueen Emergency Group 08/14/2025 0.00 164.28 Mark & Erin Danovsky 08/14/2025 0.00 500.00 NAPA AUTO & TRUCK PARTS 08/14/2025 0.00 144.85 Nathan and Brianna Kirt 08/14/2025 0.00 250.00 Natural Shore Technologies, Inc. 08/14/2025 0.00 1,000.00 NYSTROM PUBLISHING COMPANY INC 08/14/2025 0.00 7,303.12 Peak Heating and Cooling 08/14/2025 0.00 164.48 Precision Utilities 08/14/2025 0.00 5,969.25 Premium Waters, Inc 08/14/2025 0.00 51.63 Pro-Tec Design, Inc. 08/14/2025 0.00 915.81 PULLTABS PLUS INC 08/14/2025 0.00 297.19 Rent N Save Portable Services 08/14/2025 0.00 6,106.00 Shred-It 08/14/2025 0.00 1,327.01 Silva Screenprinting & Dist, LLC 08/14/2025 0.00 1,244.69 SM HENTGES & SONS 08/14/2025 0.00 1,708,503.03 Page 3 of 4 48 Vendor Name Check Date Void Checks Check Amount SOFTWARE HOUSE INTERNATIONAL 08/14/2025 0.00 8,784.40 Street Plumbing Inc 08/14/2025 0.00 134.20 Stryker Sales LLC 08/14/2025 0.00 2,691.52 Tammy Zywotko 08/14/2025 0.00 750.00 US Home Corporation 08/14/2025 0.00 2,500.00 USA BLUE BOOK 08/14/2025 0.00 83.67 Water Conservation Services, Inc. 08/14/2025 0.00 912.35 White Cap, LP 08/14/2025 0.00 828.36 WM MUELLER & SONS INC 08/14/2025 0.00 56.00 ZIEGLER INC 08/14/2025 0.00 69.17 Report Total:0.00 2,227,787.17 Page 4 of 4 49 AP Check Detail User: dwashburn@chanhassenmn.gov Printed: 8/14/2025 2:55:10 PM Last Name Acct 1 Amount Check Date Description ALL AMERICAN TITLE COMPANY 701-0000-2020 54.66 8/6/2025 Refund Check 020669-000, 6470 TANAGERS POINT ALL AMERICAN TITLE COMPANY 720-0000-2020 2.56 8/6/2025 Refund Check 020669-000, 6470 TANAGERS POINT ALL AMERICAN TITLE COMPANY 720-0000-2020 10.23 8/6/2025 Refund Check 020669-000, 6470 TANAGERS POINT ALL AMERICAN TITLE COMPANY 700-0000-2020 49.16 8/6/2025 Refund Check 020669-000, 6470 TANAGERS POINT ALL AMERICAN TITLE COMPANY 700-0000-2020 0.73 8/6/2025 Refund Check 020669-000, 6470 TANAGERS POINT ALL AMERICAN TITLE COMPANY 720-0000-2020 5.74 8/6/2025 Refund Check 012045-000, 931 SADDLEBROOK TRAIL 123.08 8/6/2025 ALL AMERICAN TITLE COMPANY 123.08 AMC 101-0000-2072 1,500.00 8/14/2025 As Built escrow 10084 Trails End Road #216977 1,500.00 8/14/2025 AMC 1,500.00 AMERICAN TIRE DISTRIBUTORS INC 101-1550-4120 141.18 8/7/2025 tires AMERICAN TIRE DISTRIBUTORS INC 101-1550-4120 157.83 8/7/2025 tires and tubes 299.01 8/7/2025 AMERICAN TIRE DISTRIBUTORS INC 299.01 ANCONA TITLE & ESCROW 700-0000-2020 16.87 8/6/2025 Refund Check 019946-000, 7681 NICHOLAS WAY ANCONA TITLE & ESCROW 720-0000-2020 6.07 8/6/2025 Refund Check 019946-000, 7681 NICHOLAS WAY ANCONA TITLE & ESCROW 701-0000-2020 42.14 8/6/2025 Refund Check 019946-000, 7681 NICHOLAS WAY ANCONA TITLE & ESCROW 700-0000-2020 2.24 8/6/2025 Refund Check 019946-000, 7681 NICHOLAS WAY AP - Check Detail (8/14/2025)Page 1 of 34 50 Last Name Acct 1 Amount Check Date Description 67.32 8/6/2025 ANCONA TITLE & ESCROW 67.32 Apres, Inc.101-1613-4402 586.00 8/7/2025 Lost equipment charges 586.00 8/7/2025 Apres, Inc. 586.00 ARAMARK Refreshment Services, LLC 101-1120-4112 393.63 8/7/2025 City Hall Coffee Order ARAMARK Refreshment Services, LLC 101-1120-4112 231.67 8/7/2025 Public Works Coffee Order ARAMARK Refreshment Services, LLC 101-1120-4112 271.66 8/7/2025 Fire Station Coffee Order 896.96 8/7/2025 ARAMARK Refreshment Services, LLC 896.96 Arsenault Rachel 101-1420-4381 45.50 8/13/2025 Mileage Reimbursement 45.50 8/13/2025 Arsenault Rachel 45.50 Aspen Equipment 400-4108-4704 8,970.00 8/7/2025 western snow plow 407 8,970.00 8/7/2025 Aspen Equipment 8,970.00 Assured Asphalt Corporation 700-0000-4550 4,140.00 8/7/2025 driveway repair due to a curb stop repair 4,140.00 8/7/2025 Assured Asphalt Corporation 4,140.00 AP - Check Detail (8/14/2025)Page 2 of 34 51 Last Name Acct 1 Amount Check Date Description BATTERIES PLUS 701-0000-4551 174.75 8/14/2025 battery back-ups 174.75 8/14/2025 BATTERIES PLUS 174.75 BENDELL DANIEL & DAWN 700-0000-2020 32.39 8/6/2025 Refund Check 019405-000, 600 BIGHORN DRIVE BENDELL DANIEL & DAWN 720-0000-2020 15.66 8/6/2025 Refund Check 019405-000, 600 BIGHORN DRIVE BENDELL DANIEL & DAWN 700-0000-2020 1.11 8/6/2025 Refund Check 019405-000, 600 BIGHORN DRIVE BENDELL DANIEL & DAWN 701-0000-2020 41.81 8/6/2025 Refund Check 019405-000, 600 BIGHORN DRIVE 90.97 8/6/2025 BENDELL DANIEL & DAWN 90.97 BIRCH CAROLE J.720-0000-2020 12.59 8/6/2025 Refund Check 097530-000, 6290 BLUE JAY CIRCLE BIRCH CAROLE J.700-0000-2020 0.92 8/6/2025 Refund Check 097530-000, 6290 BLUE JAY CIRCLE BIRCH CAROLE J.701-0000-2020 67.01 8/6/2025 Refund Check 097530-000, 6290 BLUE JAY CIRCLE BIRCH CAROLE J.700-0000-2020 44.48 8/6/2025 Refund Check 097530-000, 6290 BLUE JAY CIRCLE 125.00 8/6/2025 BIRCH CAROLE J. 125.00 Blackburn Manufacturing Company 700-0000-4150 836.97 8/7/2025 locating supplies Blackburn Manufacturing Company 701-0000-4150 836.97 8/7/2025 locating supplies 1,673.94 8/7/2025 Blackburn Manufacturing Company 1,673.94 BORDER STATES ELECTRIC SUPPLY 701-0000-4551 180.74 8/7/2025 Lift station 10 supplies 180.74 8/7/2025 BORDER STATES ELECTRIC SUPPLY 180.74 Brainwave Tech Solutions Inc 701-0000-4300 603.18 8/14/2025 Consulting Services-Bhavya Bellala AP - Check Detail (8/14/2025)Page 3 of 34 52 Last Name Acct 1 Amount Check Date Description Brainwave Tech Solutions Inc 700-0000-4300 603.18 8/14/2025 Consulting Services-Bhavya Bellala Brainwave Tech Solutions Inc 101-1311-4300 2,211.69 8/14/2025 Consulting Services-Bhavya Bellala Brainwave Tech Solutions Inc 720-0000-4300 603.18 8/14/2025 Consulting Services-Bhavya Bellala 4,021.23 8/14/2025 Brainwave Tech Solutions Inc 4,021.23 BS & A Software 101-1160-4236 5,739.00 8/7/2025 Online Permit Service Fee 4/7 - 7/7 5,739.00 8/7/2025 BS & A Software 5,739.00 Burke Charlie 101-1120-4372 42.58 8/6/2025 Pastries/fruit for citywide training 42.58 8/6/2025 Burke Charlie 42.58 BURNET TITLE 700-0000-2020 2.78 8/6/2025 Refund Check 101847-000, 8828 BELLEVUE COURT BURNET TITLE 701-0000-2020 2.84 8/6/2025 Refund Check 101847-000, 8828 BELLEVUE COURT BURNET TITLE 700-0000-2020 0.04 8/6/2025 Refund Check 101847-000, 8828 BELLEVUE COURT BURNET TITLE 720-0000-2020 0.53 8/6/2025 Refund Check 101847-000, 8828 BELLEVUE COURT 6.19 8/6/2025 BURNET TITLE 6.19 BURSCH-JOHNSON TRUST PENNY LYNN 700-0000-2020 1.10 8/6/2025 Refund Check 016563-000, 6951 HIGHOVER DRIVE BURSCH-JOHNSON TRUST PENNY LYNN 701-0000-2020 14.06 8/6/2025 Refund Check 016563-000, 6951 HIGHOVER DRIVE BURSCH-JOHNSON TRUST PENNY LYNN 720-0000-2020 15.48 8/6/2025 Refund Check 016563-000, 6951 HIGHOVER DRIVE BURSCH-JOHNSON TRUST PENNY LYNN 700-0000-2020 85.08 8/6/2025 Refund Check 016563-000, 6951 HIGHOVER DRIVE 115.72 8/6/2025 BURSCH-JOHNSON TRUST PENNY LYNN 115.72 AP - Check Detail (8/14/2025)Page 4 of 34 53 Last Name Acct 1 Amount Check Date Description CARLOS CARLOS A. & JEANINE 701-0000-2020 49.74 8/6/2025 Refund Check 100820-000, 9160 EAGLE COURT CARLOS CARLOS A. & JEANINE 700-0000-2020 1.38 8/6/2025 Refund Check 100820-000, 9160 EAGLE COURT CARLOS CARLOS A. & JEANINE 720-0000-2020 19.40 8/6/2025 Refund Check 100820-000, 9160 EAGLE COURT CARLOS CARLOS A. & JEANINE 700-0000-2020 54.17 8/6/2025 Refund Check 100820-000, 9160 EAGLE COURT 124.69 8/6/2025 CARLOS CARLOS A. & JEANINE 124.69 CARLSON JUDITH 700-0000-2020 3.44 8/6/2025 Refund Check 096868-000, 6690 NEZ PERCE DRIVE CARLSON JUDITH 720-0000-2020 48.54 8/6/2025 Refund Check 096868-000, 6690 NEZ PERCE DRIVE CARLSON JUDITH 701-0000-2020 87.31 8/6/2025 Refund Check 096868-000, 6690 NEZ PERCE DRIVE CARLSON JUDITH 700-0000-2020 51.95 8/6/2025 Refund Check 096868-000, 6690 NEZ PERCE DRIVE 191.24 8/6/2025 CARLSON JUDITH 191.24 Carver County 101-1160-4326 700.00 8/7/2025 Fiber & Internet Services - Aug Carver County 700-1160-4326 750.00 8/7/2025 Dark Fiber Service - Utilities 1,450.00 8/7/2025 Carver County 1,450.00 CARVER COUNTY ENVIRONMENTAL 101-1550-4329 315.96 8/7/2025 Recycling Center items 315.96 8/7/2025 CARVER COUNTY ENVIRONMENTAL 315.96 CenturyLink 701-0000-4310 32.00 8/13/2025 Telephone & Communication Charges CenturyLink 700-0000-4310 32.00 8/13/2025 Telephone & Communication Charges 64.00 8/13/2025 CenturyLink 64.00 AP - Check Detail (8/14/2025)Page 5 of 34 54 Last Name Acct 1 Amount Check Date Description Charles Christensen Jr Construction 101-0000-2073 250.00 8/14/2025 Erosion escrow 4000 Pipewood Ln #448838 250.00 8/14/2025 Charles Christensen Jr Construction 250.00 CHASKA PARK & RECREATION 101-1560-4342 1,057.05 8/14/2025 lunch/tickets/boat cruise CHASKA PARK & RECREATION 101-1560-4349 485.46 8/14/2025 Bus to Hastings/redwing 1,542.51 8/14/2025 CHASKA PARK & RECREATION 1,542.51 Cintas Corporation No. 2 101-1312-4510 125.81 8/7/2025 first aid kits 125.81 8/7/2025 Cintas Corporation No. 2 101-1550-4300 57.64 8/14/2025 safety 57.64 8/14/2025 Cintas Corporation No. 2 183.45 Cleaning Solutions Services 101-1220-4511 266.09 8/7/2025 Cleaning services-July Cleaning Solutions Services 101-1190-4511 4,190.95 8/7/2025 Cleaning services-July Cleaning Solutions Services 101-1170-4511 3,198.15 8/7/2025 Cleaning services-July Cleaning Solutions Services 101-1312-4511 764.19 8/7/2025 Cleaning Services-July Cleaning Solutions Services 700-0000-4511 95.52 8/7/2025 Cleaning Services-July Cleaning Solutions Services 701-0000-4511 95.52 8/7/2025 Cleaning Services-July 8,610.42 8/7/2025 Cleaning Solutions Services 8,610.42 COMPUTER INTEGRATION TECHN.101-1160-4300 5,000.00 8/7/2025 Network Services Retainer 5,000.00 8/7/2025 COMPUTER INTEGRATION TECHN.101-1160-4200 1,811.85 8/14/2025 KACE Appliance Annual Renewal AP - Check Detail (8/14/2025)Page 6 of 34 55 Last Name Acct 1 Amount Check Date Description COMPUTER INTEGRATION TECHN.101-1160-4133 2,976.75 8/14/2025 Compellet SAN Support Renewal 4,788.60 8/14/2025 COMPUTER INTEGRATION TECHN. 9,788.60 COOK BRIAN D. & ANGELA E.720-0000-2020 1.47 8/6/2025 Refund Check 019861-000, 7348 BENT BOW TRAIL COOK BRIAN D. & ANGELA E.700-0000-2020 3.57 8/6/2025 Refund Check 019861-000, 7348 BENT BOW TRAIL COOK BRIAN D. & ANGELA E.701-0000-2020 2.95 8/6/2025 Refund Check 019861-000, 7348 BENT BOW TRAIL COOK BRIAN D. & ANGELA E.700-0000-2020 0.10 8/6/2025 Refund Check 019861-000, 7348 BENT BOW TRAIL 8.09 8/6/2025 COOK BRIAN D. & ANGELA E. 8.09 COPOULS JOHN & SARAH 700-0000-2020 8.89 8/6/2025 Refund Check 085084-000, 6810 HIGHOVER DRIVE COPOULS JOHN & SARAH 720-0000-2020 16.74 8/6/2025 Refund Check 085084-000, 6810 HIGHOVER DRIVE COPOULS JOHN & SARAH 700-0000-2020 1.19 8/6/2025 Refund Check 085084-000, 6810 HIGHOVER DRIVE COPOULS JOHN & SARAH 701-0000-2020 20.28 8/6/2025 Refund Check 085084-000, 6810 HIGHOVER DRIVE 47.10 8/6/2025 COPOULS JOHN & SARAH 47.10 CORE & MAIN LP 101-1550-4151 56.41 8/14/2025 Flange for City Center irrigation (repair) CORE & MAIN LP 700-0000-4550 2,480.87 8/14/2025 fire hydrant parts 2,537.28 8/14/2025 CORE & MAIN LP 2,537.28 Danovsky Mark & Erin 101-0000-2073 500.00 8/14/2025 Erosion escrow 1350 Hesse Farm Rd #686504 500.00 8/14/2025 Danovsky Mark & Erin 500.00 DENALI CUSTOM HOMES INC 101-0000-2072 2,500.00 8/14/2025 As Built escrow 2961 Washta Bay Ct #571398 AP - Check Detail (8/14/2025)Page 7 of 34 56 Last Name Acct 1 Amount Check Date Description 2,500.00 8/14/2025 DENALI CUSTOM HOMES INC 2,500.00 Diversified Drainage 410-4410-4751 39,440.08 8/7/2025 Lake Ann Park Preserve Project 39,440.08 8/7/2025 Diversified Drainage 39,440.08 ECM PUBLISHERS INC 101-1120-4336 40.30 8/14/2025 Publication of Ord 748 ECM PUBLISHERS INC 101-1310-4336 177.32 8/14/2025 Avienda Parkway Vacation Notice 217.62 8/14/2025 ECM PUBLISHERS INC 217.62 EMERGENCY APPARATUS MAINT. INC 101-1220-4520 222.94 8/14/2025 Dry vac test repairs from pump testing-Eng 11 222.94 8/14/2025 EMERGENCY APPARATUS MAINT. INC 222.94 Enterprise FM Trust 400-0000-4811 83.94 8/14/2025 408 - 22 Chev Silv #25G89X Enterprise FM Trust 700-0000-2317 379.10 8/14/2025 308 - 24 Chev Silv #27RZHT Enterprise FM Trust 701-0000-2317 208.15 8/14/2025 307 - 23 Chev Equinox #262P8K Enterprise FM Trust 701-0000-2317 408.26 8/14/2025 303 - 24 Chev Silv #27MGR7 Enterprise FM Trust 400-0000-4811 167.20 8/14/2025 403 - 23 Chev Silv #25XGMK Enterprise FM Trust 400-0000-4811 79.31 8/14/2025 605 - 22 Ford Rang #25G25M Enterprise FM Trust 400-0000-4811 221.14 8/14/2025 204 - 23 Chev Tahoe #25WDVL Enterprise FM Trust 701-0000-4811 110.90 8/14/2025 308 - 24 Chev Silv #27RZHT Enterprise FM Trust 400-0000-4810 641.81 8/14/2025 214 - 22 Chev Silv #25G5D2 Enterprise FM Trust 701-0000-4811 117.82 8/14/2025 310 - 24 Chev Silv #27MGR3 Enterprise FM Trust 400-0000-4810 754.85 8/14/2025 402 - 23 Chev Silv #25XGMF Enterprise FM Trust 400-0000-4810 659.85 8/14/2025 411 - 22 Chev Silv #25G8CL Enterprise FM Trust 400-0000-4810 463.81 8/14/2025 606 - 22 Ford Rang #25G23Z Enterprise FM Trust 400-0000-4811 319.42 8/14/2025 130 - 24 GMC Sier #27NF7M Enterprise FM Trust 701-0000-4811 121.01 8/14/2025 303 - 24 Chev Silv #27MGR7 AP - Check Detail (8/14/2025)Page 8 of 34 57 Last Name Acct 1 Amount Check Date Description Enterprise FM Trust 700-0000-4811 123.31 8/14/2025 301 - 24 Chev Silv #27MGR8 Enterprise FM Trust 400-0000-4811 180.84 8/14/2025 402 - 23 Chev Silv #25XGMF Enterprise FM Trust 700-0000-2317 407.08 8/14/2025 306 - 24 Chev Silv #27MGRB Enterprise FM Trust 400-0000-4810 770.33 8/14/2025 134 - 23 Chev Silv #25WNKR Enterprise FM Trust 700-0000-2317 406.91 8/14/2025 315 - 24 Chev Silv #27MGTV Enterprise FM Trust 400-0000-4810 749.29 8/14/2025 505 - 23 Chev Silv #26RP8Z Enterprise FM Trust 400-0000-4810 770.35 8/14/2025 132 - 23 Chev Silv #25WNCN Enterprise FM Trust 700-0000-4811 124.37 8/14/2025 315 - 24 Chev Silv #27MGTV Enterprise FM Trust 400-0000-4811 163.89 8/14/2025 134 - 23 Chev Silv #25WNKR Enterprise FM Trust 701-0000-2317 407.08 8/14/2025 306 - 24 Chev Silv #27MGRB Enterprise FM Trust 700-0000-2317 408.26 8/14/2025 303 - 24 Chev Silv #27MGR7 Enterprise FM Trust 400-0000-4811 231.69 8/14/2025 203 - 23 Chev Silv #26RPC3 Enterprise FM Trust 400-0000-4810 627.47 8/14/2025 405 - 22 Chev Silv #25G5QQ Enterprise FM Trust 400-0000-4810 616.08 8/14/2025 603 - 25 Chev Equi #28CM4H Enterprise FM Trust 400-0000-4811 257.39 8/14/2025 801 - 24 Chry Paci #2754MQ Enterprise FM Trust 400-0000-4810 452.18 8/14/2025 001 - 22 Ford Esca #26M3MH Enterprise FM Trust 701-0000-2317 329.38 8/14/2025 305 - 22 Chev Silv #25G5QR Enterprise FM Trust 400-0000-4811 220.69 8/14/2025 401 - 23 Chev Silv #26RPBZ Enterprise FM Trust 400-0000-4810 774.89 8/14/2025 201 - 22 GMC Yuko #25MPSN Enterprise FM Trust 400-0000-4810 548.97 8/14/2025 412 - 22 GMC Sier #25H28F Enterprise FM Trust 700-0000-4811 50.06 8/14/2025 307 - 23 Chev Equinox #262P8K Enterprise FM Trust 701-0000-2317 406.90 8/14/2025 315 - 24 Chev Silv #27MGTV Enterprise FM Trust 400-0000-4811 166.82 8/14/2025 416 - 23 Chev Silv #25XGMC Enterprise FM Trust 700-0000-4811 117.83 8/14/2025 310 - 24 Chev Silv #27MGR3 Enterprise FM Trust 701-0000-2317 410.82 8/14/2025 310 - 24 Chev Silv #27MGR3 Enterprise FM Trust 400-0000-4811 243.47 8/14/2025 501 - 23 Chev Silv #26RL44 Enterprise FM Trust 700-0000-2317 329.38 8/14/2025 305 - 22 Chev Silv #25G5QR Enterprise FM Trust 400-0000-4810 655.72 8/14/2025 140 - 22 Chev Silv #25G5J6 Enterprise FM Trust 400-0000-4810 502.47 8/14/2025 605 - 22 Ford Rang #25G25M Enterprise FM Trust 700-0000-4811 122.68 8/14/2025 306 - 24 Chev Silv #27MGRB Enterprise FM Trust 701-0000-4811 122.69 8/14/2025 306 - 24 Chev Silv #27MGRB Enterprise FM Trust 701-0000-4811 124.37 8/14/2025 314 - 24 Chev Silv #27MGTW Enterprise FM Trust 400-0000-4811 166.75 8/14/2025 420 - 23 Chev Silv #25XGMS Enterprise FM Trust 400-0000-4810 758.33 8/14/2025 130 - 24 GMC Sier #27NF7M Enterprise FM Trust 400-0000-4811 324.11 8/14/2025 410 - 24 GMC Sier #27NDJB Enterprise FM Trust 400-0000-4811 99.15 8/14/2025 001 - 22 Ford Esca #26M3MH Enterprise FM Trust 400-0000-4811 290.36 8/14/2025 131 - 24 Chev Silv #27NDJK Enterprise FM Trust 400-0000-4810 655.06 8/14/2025 204 - 23 Chev Tahoe #25WDVL Enterprise FM Trust 400-0000-4811 159.03 8/14/2025 502 - 23 Chev Blazer #25XQVB Enterprise FM Trust 700-0000-4811 124.36 8/14/2025 314 - 24 Chev Silv #27MGTW Enterprise FM Trust 400-0000-4811 82.35 8/14/2025 606 - 22 Ford Rang #25G23Z Enterprise FM Trust 400-0000-4810 560.60 8/14/2025 502 - 23 Chev Blazer #25XQVB Enterprise FM Trust 700-0000-4811 121.02 8/14/2025 303 - 24 Chev Silv #27MGR7 AP - Check Detail (8/14/2025)Page 9 of 34 58 Last Name Acct 1 Amount Check Date Description Enterprise FM Trust 400-0000-4811 167.21 8/14/2025 419 - 23 Chev Silv #25XGMJ Enterprise FM Trust 701-0000-2317 406.91 8/14/2025 314 - 24 Chev Silv #27MGTW Enterprise FM Trust 400-0000-4810 536.01 8/14/2025 801 - 24 Chry Paci #2754MQ Enterprise FM Trust 701-0000-2317 406.45 8/14/2025 301 - 24 Chev Silv #27MGR8 Enterprise FM Trust 400-0000-4810 766.54 8/14/2025 416 - 23 Chev Silv #25XGMC Enterprise FM Trust 400-0000-4811 163.89 8/14/2025 132 - 23 Chev Silv #25WNCN Enterprise FM Trust 400-0000-4810 766.19 8/14/2025 420 - 23 Chev Silv #25XGMS Enterprise FM Trust 400-0000-4811 324.04 8/14/2025 404 - 24 GMC Sier #27NDJJ Enterprise FM Trust 700-0000-2317 406.46 8/14/2025 301 - 24 Chev Silv #27MGR8 Enterprise FM Trust 400-0000-4811 53.50 8/14/2025 140 - 22 Chev Silv #25G5J6 Enterprise FM Trust 400-0000-4810 712.58 8/14/2025 131 - 24 Chev Silv #27NDJK Enterprise FM Trust 400-0000-4810 757.61 8/14/2025 404 - 24 GMC Sier #27NDJJ Enterprise FM Trust 700-0000-4811 110.90 8/14/2025 308 - 24 Chev Silv #27RZHT Enterprise FM Trust 400-0000-4811 111.81 8/14/2025 405 - 22 Chev Silv #25G5QQ Enterprise FM Trust 400-0000-4810 468.85 8/14/2025 602 - 24 Chev Equi #27MF9K Enterprise FM Trust 400-0000-4810 768.37 8/14/2025 419 - 23 Chev Silv #25XGMJ Enterprise FM Trust 400-0000-4811 155.51 8/14/2025 602 - 24 Chev Equi #27MF9K Enterprise FM Trust 400-0000-4811 52.28 8/14/2025 412 - 22 GMC Sier #25H28F Enterprise FM Trust 400-0000-4810 654.49 8/14/2025 408 - 22 Chev Silv #25G89X Enterprise FM Trust 400-0000-4810 757.59 8/14/2025 410 - 24 GMC Sier #27NDJB Enterprise FM Trust 700-0000-2317 208.15 8/14/2025 307 - 23 Chev Equinox #262P8K Enterprise FM Trust 400-0000-4811 222.19 8/14/2025 505 - 23 Chev Silv #26RP8Z Enterprise FM Trust 400-0000-4810 711.21 8/14/2025 203 - 23 Chev Silv #26RPC3 Enterprise FM Trust 701-0000-4811 123.31 8/14/2025 301 - 24 Chev Silv #27MGR8 Enterprise FM Trust 700-0000-2317 406.90 8/14/2025 314 - 24 Chev Silv #27MGTW Enterprise FM Trust 400-0000-4811 75.59 8/14/2025 201 - 22 GMC Yuko #25MPSN Enterprise FM Trust 400-0000-4811 221.14 8/14/2025 202 - 23 Chev Tahoe #25WDVJ Enterprise FM Trust 701-0000-4811 35.90 8/14/2025 305 - 22 Chev Silv #25G5QR Enterprise FM Trust 400-0000-4811 254.04 8/14/2025 430 - 24 Chry Paci #275N63 Enterprise FM Trust 400-0000-4810 768.27 8/14/2025 403 - 23 Chev Silv #25XGMK Enterprise FM Trust 700-0000-4811 35.90 8/14/2025 305 - 22 Chev Silv #25G5QR Enterprise FM Trust 701-0000-4811 124.36 8/14/2025 315 - 24 Chev Silv #27MGTV Enterprise FM Trust 400-0000-4810 755.72 8/14/2025 401 - 23 Chev Silv #26RPBZ Enterprise FM Trust 701-0000-2317 379.10 8/14/2025 308 - 24 Chev Silv #27RZHT Enterprise FM Trust 400-0000-4810 655.06 8/14/2025 202 - 23 Chev Tahoe #25WDVJ Enterprise FM Trust 700-0000-2317 410.82 8/14/2025 310 - 24 Chev Silv #27MGR3 Enterprise FM Trust 701-0000-4811 50.06 8/14/2025 307 - 23 Chev Equinox #262P8K Enterprise FM Trust 400-0000-4811 75.39 8/14/2025 411 - 22 Chev Silv #25G8CL Enterprise FM Trust 400-0000-4811 63.62 8/14/2025 214 - 22 Chev Silv #25G5D2 Enterprise FM Trust 400-0000-4810 617.29 8/14/2025 501 - 23 Chev Silv #26RL44 Enterprise FM Trust 400-0000-4810 593.47 8/14/2025 430 - 24 Chry Paci #275N63 Enterprise FM Trust 400-0000-4811 237.27 8/14/2025 603 - 25 Chev Equi #28CM4H AP - Check Detail (8/14/2025)Page 10 of 34 59 Last Name Acct 1 Amount Check Date Description 35,473.30 8/14/2025 Enterprise FM Trust 35,473.30 ERICKSON SANDRA 700-0000-2020 19.84 8/6/2025 Refund Check 009225-000, 7003 DAKOTA AVE ERICKSON SANDRA 701-0000-2020 25.20 8/6/2025 Refund Check 009225-000, 7003 DAKOTA AVE ERICKSON SANDRA 720-0000-2020 24.58 8/6/2025 Refund Check 009225-000, 7003 DAKOTA AVE ERICKSON SANDRA 700-0000-2020 1.74 8/6/2025 Refund Check 009225-000, 7003 DAKOTA AVE 71.36 8/6/2025 ERICKSON SANDRA 71.36 FACTORY MOTOR PARTS COMPANY 101-1550-4120 108.33 8/7/2025 DEF fluid FACTORY MOTOR PARTS COMPANY 101-1370-4170 222.22 8/7/2025 Def Drum EPV System 55gal 330.55 8/7/2025 FACTORY MOTOR PARTS COMPANY 330.55 FEARS KATIE 701-0000-2020 31.37 8/6/2025 Refund Check 105167-000, 7310 PONTIAC CIRCLE FEARS KATIE 700-0000-2020 12.56 8/6/2025 Refund Check 105167-000, 7310 PONTIAC CIRCLE FEARS KATIE 700-0000-2020 1.66 8/6/2025 Refund Check 105167-000, 7310 PONTIAC CIRCLE FEARS KATIE 720-0000-2020 16.24 8/6/2025 Refund Check 105167-000, 7310 PONTIAC CIRCLE 61.83 8/6/2025 FEARS KATIE 61.83 Ferguson Enterprises, Inc. #1657 700-7043-4120 52.02 8/7/2025 supplies for chemicals feed 52.02 8/7/2025 Ferguson Enterprises, Inc. #1657 52.02 Fidelity Security Life 700-0000-2007 26.35 8/14/2025 Vision insurance-June 2025 Fidelity Security Life 720-0000-2007 6.63 8/14/2025 Vision insurance-June 2025 AP - Check Detail (8/14/2025)Page 11 of 34 60 Last Name Acct 1 Amount Check Date Description Fidelity Security Life 101-0000-2007 301.58 8/14/2025 Vision insurance-June 2025 Fidelity Security Life 701-0000-2007 9.11 8/14/2025 Vision insurance-June 2025 Fidelity Security Life 101-0000-2007 267.12 8/14/2025 Vision insurance-July 2025 Fidelity Security Life 701-0000-2007 9.11 8/14/2025 Vision insurance-July 2025 Fidelity Security Life 700-0000-2007 26.35 8/14/2025 Vision insurance-July 2025 Fidelity Security Life 720-0000-2007 6.63 8/14/2025 Vision insurance-July 2025 Fidelity Security Life 101-0000-2007 284.35 8/14/2025 Vision insurance-August 2025 Fidelity Security Life 700-0000-2007 19.71 8/14/2025 Vision insurance-August 2025 Fidelity Security Life 720-0000-2007 6.63 8/14/2025 Vision insurance-August 2025 Fidelity Security Life 701-0000-2007 2.49 8/14/2025 Vision insurance-August 2025 966.06 8/14/2025 Fidelity Security Life 966.06 FIRST AMERICAN TITLE 720-0000-2020 20.05 8/6/2025 Refund Check 102323-000, 2090 PAISLEY PATH FIRST AMERICAN TITLE 700-0000-2020 185.39 8/6/2025 Refund Check 102323-000, 2090 PAISLEY PATH FIRST AMERICAN TITLE 700-0000-2020 1.42 8/6/2025 Refund Check 102323-000, 2090 PAISLEY PATH FIRST AMERICAN TITLE 701-0000-2020 80.29 8/6/2025 Refund Check 102323-000, 2090 PAISLEY PATH 287.15 8/6/2025 FIRST AMERICAN TITLE 287.15 FLEX TITLE COMPANY 701-0000-2020 0.13 8/6/2025 Refund Check 021111-000, 58 LAKE RILEY TRAIL FLEX TITLE COMPANY 700-0000-2020 2.81 8/6/2025 Refund Check 021111-000, 58 LAKE RILEY TRAIL FLEX TITLE COMPANY 720-0000-2020 5.81 8/6/2025 Refund Check 021111-000, 58 LAKE RILEY TRAIL FLEX TITLE COMPANY 700-0000-2020 0.41 8/6/2025 Refund Check 021111-000, 58 LAKE RILEY TRAIL FLEX TITLE COMPANY 700-0000-2020 1.49 8/6/2025 Refund Check 103285-000, 528 MISSION HILLS DRIVE FLEX TITLE COMPANY 720-0000-2020 5.44 8/6/2025 Refund Check 103285-000, 528 MISSION HILLS DRIVE FLEX TITLE COMPANY 700-0000-2020 11.23 8/6/2025 Refund Check 103285-000, 528 MISSION HILLS DRIVE FLEX TITLE COMPANY 701-0000-2020 28.04 8/6/2025 Refund Check 103285-000, 528 MISSION HILLS DRIVE 55.36 8/6/2025 FLEX TITLE COMPANY 55.36 Gavin Patrick 101-1125-4229 179.99 8/13/2025 CapCut app purchase AP - Check Detail (8/14/2025)Page 12 of 34 61 Last Name Acct 1 Amount Check Date Description 179.99 8/13/2025 Gavin Patrick 179.99 GERBOZY ZACHARY & MELISSA 700-0000-2020 5.31 8/6/2025 Refund Check 099218-000, 8572 CHAN HILLS DR SO GERBOZY ZACHARY & MELISSA 700-0000-2020 0.73 8/6/2025 Refund Check 099218-000, 8572 CHAN HILLS DR SO GERBOZY ZACHARY & MELISSA 701-0000-2020 13.26 8/6/2025 Refund Check 099218-000, 8572 CHAN HILLS DR SO GERBOZY ZACHARY & MELISSA 720-0000-2020 10.32 8/6/2025 Refund Check 099218-000, 8572 CHAN HILLS DR SO 29.62 8/6/2025 GERBOZY ZACHARY & MELISSA 29.62 GONYEA HOMES 101-0000-2075 750.00 8/14/2025 Landscape Escrow- 9447 Eagle Ridge Way GONYEA HOMES 101-0000-2075 750.00 8/14/2025 Landscape Escrow- 9495 Eagle Ridge Rd. GONYEA HOMES 101-0000-2075 750.00 8/14/2025 Landscape Escrow- 9367 Eagle Ridge Way GONYEA HOMES 101-0000-2075 750.00 8/14/2025 Landscape Escrow- 9431 Eagle Ridge Way 3,000.00 8/14/2025 GONYEA HOMES 3,000.00 GoTo Communications Inc 101-1170-4310 3,119.26 8/6/2025 Telephone & Communication Charges 3,119.26 8/6/2025 GoTo Communications Inc 3,119.26 GREEN MEADOWS INC 701-0000-4553 4,212.50 8/14/2025 restoration due to sewer repair 3688 landings dr 4,212.50 8/14/2025 GREEN MEADOWS INC 4,212.50 Greystone Construction Co.700-1316-4702 1,831.76 8/7/2025 Fuel Canopy - 20% Greystone Construction Co.402-1316-4702 3,663.52 8/7/2025 Fuel Canopy - 40% Greystone Construction Co.720-1316-4702 1,831.76 8/7/2025 Fuel Canopy - 20% AP - Check Detail (8/14/2025)Page 13 of 34 62 Last Name Acct 1 Amount Check Date Description Greystone Construction Co.701-1316-4702 1,831.76 8/7/2025 Fuel Canopy - 20% 9,158.80 8/7/2025 Greystone Construction Co. 9,158.80 GS DIRECT INC 101-1120-4110 96.24 8/7/2025 GS DIRECT INC 101-1120-4110 110.98 8/7/2025 207.22 8/7/2025 GS DIRECT INC 207.22 Guard Guys, LLC 101-1120-4352 167.75 8/7/2025 July Background Checks 167.75 8/7/2025 Guard Guys, LLC 101-1120-4352 85.00 8/14/2025 Drug Test 85.00 8/14/2025 Guard Guys, LLC 252.75 GYM WORKS INC 101-1530-4530 340.00 8/14/2025 july preventative maintenance 340.00 8/14/2025 GYM WORKS INC 340.00 HANEY PATRICK & LISA 700-0000-2020 1.48 8/6/2025 Refund Check 098582-000, 30 SANDY HOOK ROAD HANEY PATRICK & LISA 720-0000-2020 20.86 8/6/2025 Refund Check 098582-000, 30 SANDY HOOK ROAD HANEY PATRICK & LISA 701-0000-2020 10.04 8/6/2025 Refund Check 098582-000, 30 SANDY HOOK ROAD HANEY PATRICK & LISA 700-0000-2020 5.84 8/6/2025 Refund Check 098582-000, 30 SANDY HOOK ROAD 38.22 8/6/2025 HANEY PATRICK & LISA 38.22 AP - Check Detail (8/14/2025)Page 14 of 34 63 Last Name Acct 1 Amount Check Date Description HOISINGTON KOEGLER GROUP 414-4010-4303 6,470.82 8/7/2025 Civic Campus LA 6,470.82 8/7/2025 HOISINGTON KOEGLER GROUP 6,470.82 Houston Engineering Inc 101-1120-4300 3,005.50 8/7/2025 Lyman Blvd Right of Way - KA Crossroads 3,005.50 8/7/2025 Houston Engineering Inc 400-0000-1155 122.00 8/14/2025 Audubon Business Park Houston Engineering Inc 400-0000-1155 976.00 8/14/2025 Deer Haven Houston Engineering Inc 400-0000-1155 701.50 8/14/2025 Xcel Service Center 1,799.50 8/14/2025 Houston Engineering Inc 4,805.00 Ideal Renovations MN INC 101-0000-2073 250.00 8/14/2025 Erosion escrow 4110 Pipewood Ln #350620 250.00 8/14/2025 Ideal Renovations MN INC 250.00 Ideal Service Inc.701-0000-4551 277.50 8/14/2025 troubleshot high service pump 277.50 8/14/2025 Ideal Service Inc. 277.50 Innovative Office Solutions LLC 101-1120-4110 85.77 8/14/2025 Black Pens + Batteries Innovative Office Solutions LLC 101-1120-4110 83.11 8/14/2025 paper/letter pouch pw and parks 168.88 8/14/2025 Innovative Office Solutions LLC 168.88 IUOE Local #49 701-0000-2004 105.21 8/6/2025 Union dues-August 2025 AP - Check Detail (8/14/2025)Page 15 of 34 64 Last Name Acct 1 Amount Check Date Description IUOE Local #49 700-0000-2004 139.79 8/6/2025 Union dues-August 2025 IUOE Local #49 101-0000-2004 385.00 8/6/2025 Union dues-August 2025 630.00 8/6/2025 IUOE Local #49 630.00 JOHNSON JACOB & MOLLY 701-0000-2020 42.09 8/6/2025 Refund Check 103849-000, 6210 CARDINAL AVE JOHNSON JACOB & MOLLY 700-0000-2020 1.49 8/6/2025 Refund Check 103849-000, 6210 CARDINAL AVE JOHNSON JACOB & MOLLY 720-0000-2020 21.02 8/6/2025 Refund Check 103849-000, 6210 CARDINAL AVE JOHNSON JACOB & MOLLY 700-0000-2020 26.02 8/6/2025 Refund Check 103849-000, 6210 CARDINAL AVE 90.62 8/6/2025 JOHNSON JACOB & MOLLY 90.62 Johnson Jerome 101-1310-3343 50.00 8/14/2025 Driveway Permit Payment Refund - Receipt #675671 50.00 8/14/2025 Johnson Jerome 50.00 K2 Electrical Services Inc 101-1550-4300 7,071.00 8/14/2025 Lake Ann Light Repair 7,071.00 8/14/2025 K2 Electrical Services Inc 7,071.00 Kerber Family Homes LLC 101-0000-2075 750.00 8/14/2025 Landscape Escrow- 3609 Red Cedar Point 750.00 8/14/2025 Kerber Family Homes LLC 750.00 KHIDR HASSAN 701-0000-2020 26.51 8/6/2025 Refund Check 102513-000, 3600 STRAWBERRY LANE KHIDR HASSAN 700-0000-2020 0.94 8/6/2025 Refund Check 102513-000, 3600 STRAWBERRY LANE KHIDR HASSAN 700-0000-2020 63.58 8/6/2025 Refund Check 102513-000, 3600 STRAWBERRY LANE KHIDR HASSAN 720-0000-2020 13.24 8/6/2025 Refund Check 102513-000, 3600 STRAWBERRY LANE AP - Check Detail (8/14/2025)Page 16 of 34 65 Last Name Acct 1 Amount Check Date Description 104.27 8/6/2025 KHIDR HASSAN 104.27 KIMLEY HORN AND ASSOCIATES INC 601-6057-4303 1,521.50 8/7/2025 Great Plains Study 1,521.50 8/7/2025 KIMLEY HORN AND ASSOCIATES INC 1,521.50 Kirt Nathan and Brianna 101-0000-2075 250.00 8/14/2025 Landscape escrow 3911 Kings Rd. Final Release 250.00 8/14/2025 Kirt Nathan and Brianna 250.00 Kraus-Anderson Construction Company 414-4010-4702 162,703.75 8/7/2025 Civic Campus 162,703.75 8/7/2025 Kraus-Anderson Construction Company 162,703.75 L CRAMER CO.720-0000-3328 150.00 8/14/2025 variance application refund 150.00 8/14/2025 L CRAMER CO. 150.00 Landscapes Unlimited 101-0000-2073 500.00 8/14/2025 Erosion escrow 9285 Eagle Ridge Rd #436930 Landscapes Unlimited 101-0000-2073 500.00 8/14/2025 Erosion escrow 9200 Eagle Ridge Rd #454563 Landscapes Unlimited 101-0000-2073 500.00 8/14/2025 Erosion escrow 9295 Eagle Ridge Rd #441924 Landscapes Unlimited 101-0000-2073 250.00 8/14/2025 Erosion escrow 9235 Eagle Ridge Rd #443765 Landscapes Unlimited 101-0000-2073 500.00 8/14/2025 Erosion escrow 9305 Eagle Ridge Rd #436928 Landscapes Unlimited 101-0000-2073 500.00 8/14/2025 Erosion escrow 9325 Eagle Ridge Rd #436929 Landscapes Unlimited 101-0000-2073 500.00 8/14/2025 Erosion escrow 9315 Eagle Ridge Rd #412950 Landscapes Unlimited 101-0000-2073 250.00 8/14/2025 Erosion escrow 9245 Eagle Ridge Rd #446139 AP - Check Detail (8/14/2025)Page 17 of 34 66 Last Name Acct 1 Amount Check Date Description 3,500.00 8/14/2025 Landscapes Unlimited 3,500.00 LANDTITLE 700-0000-2020 0.82 8/6/2025 Refund Check 007348-000, 225 WEST 79TH STREET LANDTITLE 700-0000-2020 0.26 8/6/2025 Refund Check 007348-000, 225 WEST 79TH STREET LANDTITLE 720-0000-2020 144.56 8/6/2025 Refund Check 007348-000, 225 WEST 79TH STREET LANDTITLE 701-0000-2020 8.92 8/6/2025 Refund Check 007348-000, 225 WEST 79TH STREET LANDTITLE 700-0000-2020 2.90 8/6/2025 Refund Check 007348-000, 225 WEST 79TH STREET 157.46 8/6/2025 LANDTITLE 157.46 LECY BROS CONSTRUCTION INC 101-0000-2073 250.00 8/14/2025 Erosion escrow 4040 Pipewood Ln #499471 250.00 8/14/2025 LECY BROS CONSTRUCTION INC 250.00 LEGACY TITLE 720-0000-2020 1.68 8/6/2025 Refund Check 015614-000, 2093 BANEBERRY WAY E LEGACY TITLE 701-0000-2020 17.63 8/6/2025 Refund Check 015614-000, 2093 BANEBERRY WAY E LEGACY TITLE 700-0000-2020 4.38 8/6/2025 Refund Check 015614-000, 2093 BANEBERRY WAY E LEGACY TITLE 700-0000-2020 1.36 8/6/2025 Refund Check 015614-000, 2093 BANEBERRY WAY E LEGACY TITLE 700-0000-2020 1.33 8/6/2025 Refund Check 103183-000, 921 LAKE SUSAN HLS DR LEGACY TITLE 701-0000-2020 36.85 8/6/2025 Refund Check 103183-000, 921 LAKE SUSAN HLS DR LEGACY TITLE 720-0000-2020 18.75 8/6/2025 Refund Check 103183-000, 921 LAKE SUSAN HLS DR LEGACY TITLE 700-0000-2020 37.49 8/6/2025 Refund Check 103183-000, 921 LAKE SUSAN HLS DR 119.47 8/6/2025 LEGACY TITLE 119.47 LEHRKE JOEL & HEIDI 700-0000-2020 1.72 8/6/2025 Refund Check 008118-000, 2329 BOULDER ROAD LEHRKE JOEL & HEIDI 700-0000-2020 12.60 8/6/2025 Refund Check 008118-000, 2329 BOULDER ROAD LEHRKE JOEL & HEIDI 720-0000-2020 24.30 8/6/2025 Refund Check 008118-000, 2329 BOULDER ROAD LEHRKE JOEL & HEIDI 701-0000-2020 24.81 8/6/2025 Refund Check 008118-000, 2329 BOULDER ROAD AP - Check Detail (8/14/2025)Page 18 of 34 67 Last Name Acct 1 Amount Check Date Description 63.43 8/6/2025 LEHRKE JOEL & HEIDI 63.43 LENZEN CHEVROLET BUICK 101-1220-4520 320.50 8/7/2025 repair LENZEN CHEVROLET BUICK 700-0000-4520 4,003.75 8/7/2025 body work from hose damaging box side 4,324.25 8/7/2025 LENZEN CHEVROLET BUICK 4,324.25 Luxury Lawns Landscaping 101-0000-2073 500.00 8/14/2025 Erosion escrow 3593 Strawberry Ln #351283 500.00 8/14/2025 Luxury Lawns Landscaping 500.00 Macqueen Emergency Group 101-1220-4140 164.28 8/14/2025 wheel chock bracket 164.28 8/14/2025 Macqueen Emergency Group 164.28 Marco Inc 101-1170-4410 832.50 8/6/2025 Copier Lease Marco Inc 700-0000-4410 111.00 8/6/2025 Copier Lease Marco Inc 701-0000-4410 111.00 8/6/2025 Copier Lease Marco Inc 720-0000-4410 55.50 8/6/2025 Copier Lease 1,110.00 8/6/2025 Marco Inc 1,110.00 Martin Sophia 101-1539-4343 45.50 8/7/2025 Art Class Instruction 45.50 8/7/2025 AP - Check Detail (8/14/2025)Page 19 of 34 68 Last Name Acct 1 Amount Check Date Description Martin Sophia 45.50 Matheson Tri-Gas, Inc.101-1370-4170 356.08 8/7/2025 lp gas 356.08 8/7/2025 Matheson Tri-Gas, Inc. 356.08 MESTAD HEATHER 700-0000-2020 7.98 8/13/2025 Utility Refund- 809 Buckingwood Court MESTAD HEATHER 701-0000-2020 11.19 8/13/2025 Utility Refund- 809 Buckingwood Court MESTAD HEATHER 720-0000-2020 12.96 8/13/2025 Utility Refund- 809 Buckingwood Court 32.13 8/13/2025 MESTAD HEATHER 32.13 Metronet Holdings, LLC 700-7043-4310 56.57 8/13/2025 Telephone & Communication Charges Metronet Holdings, LLC 101-1190-4310 106.41 8/13/2025 Telephone & Communication Charges 162.98 8/13/2025 Metronet Holdings, LLC 162.98 Metropolitan Council, Env Svcs 101-1250-3816 -99.40 8/7/2025 July 2025 SAC Metropolitan Council, Env Svcs 701-0000-2023 9,940.00 8/7/2025 July 2025 SAC 9,840.60 8/7/2025 Metropolitan Council, Env Svcs 9,840.60 MEULNER MARINA R.700-0000-2020 5.14 8/6/2025 Refund Check 104809-000, 134 LAKEVIEW ROAD E MEULNER MARINA R.701-0000-2020 12.85 8/6/2025 Refund Check 104809-000, 134 LAKEVIEW ROAD E MEULNER MARINA R.700-0000-2020 0.68 8/6/2025 Refund Check 104809-000, 134 LAKEVIEW ROAD E MEULNER MARINA R.720-0000-2020 5.56 8/6/2025 Refund Check 104809-000, 134 LAKEVIEW ROAD E 24.23 8/6/2025 AP - Check Detail (8/14/2025)Page 20 of 34 69 Last Name Acct 1 Amount Check Date Description MEULNER MARINA R. 24.23 Midwest Machinery Co 101-1320-4120 139.53 8/7/2025 park lock sensor 139.53 8/7/2025 Midwest Machinery Co 139.53 MN DEPT OF LABOR AND INDUSTRY 101-0000-2022 4,956.53 8/7/2025 July 2025 Surcharge MN DEPT OF LABOR AND INDUSTRY 101-1250-3818 -99.13 8/7/2025 July 2025 Surcharge 4,857.40 8/7/2025 MN DEPT OF LABOR AND INDUSTRY 4,857.40 MN NCPERS LIFE INSURANCE 101-0000-2037 128.00 8/6/2025 August premium 128.00 8/6/2025 MN NCPERS LIFE INSURANCE 128.00 MTI DISTRIBUTING INC 101-1550-4120 280.28 8/7/2025 mower parts MTI DISTRIBUTING INC 101-1550-4120 -839.59 8/7/2025 motor MTI DISTRIBUTING INC 101-1550-4120 -140.65 8/7/2025 mower parts MTI DISTRIBUTING INC 101-1550-4120 71.13 8/7/2025 mower parts MTI DISTRIBUTING INC 400-4153-4705 41,829.60 8/7/2025 E472 (CIP) Sand Pro 5040 MTI DISTRIBUTING INC 101-1550-4300 510.00 8/7/2025 City Center irrigation pump controller (replacement) 41,710.77 8/7/2025 MTI DISTRIBUTING INC 41,710.77 NAPA AUTO & TRUCK PARTS 101-1320-4120 -30.70 8/7/2025 bearings NAPA AUTO & TRUCK PARTS 101-1550-4120 31.80 8/7/2025 wheel bearings NAPA AUTO & TRUCK PARTS 101-1550-4120 89.94 8/7/2025 seals NAPA AUTO & TRUCK PARTS 101-1550-4120 68.06 8/7/2025 filters NAPA AUTO & TRUCK PARTS 101-1550-4120 367.65 8/7/2025 407 seat cover AP - Check Detail (8/14/2025)Page 21 of 34 70 Last Name Acct 1 Amount Check Date Description 526.75 8/7/2025 NAPA AUTO & TRUCK PARTS 101-1550-4120 89.88 8/14/2025 reflective tape NAPA AUTO & TRUCK PARTS 101-1320-4260 15.23 8/14/2025 socket NAPA AUTO & TRUCK PARTS 101-1320-4140 39.74 8/14/2025 blower motor 144.85 8/14/2025 NAPA AUTO & TRUCK PARTS 671.60 Natural Shore Technologies, Inc.101-0000-2073 1,000.00 8/14/2025 Erosion escrow PID 25.8480320 #624915 1,000.00 8/14/2025 Natural Shore Technologies, Inc. 1,000.00 Nokomis Energy, LLC 101-1312-4320 603.09 8/6/2025 Electric Charges Nokomis Energy, LLC 700-7043-4320 5,063.93 8/6/2025 Electric Charges Nokomis Energy, LLC 700-7019-4320 1,276.29 8/6/2025 Electric Charges Nokomis Energy, LLC 700-0000-4320 524.99 8/6/2025 Electric Charges Nokomis Energy, LLC 701-0000-4320 75.39 8/6/2025 Electric Charges 7,543.69 8/6/2025 Nokomis Energy, LLC 7,543.69 Northern Audio Production, Inc.101-1613-4404 4,709.00 8/7/2025 4th of July lights and sound 4,709.00 8/7/2025 Northern Audio Production, Inc. 4,709.00 NOVEL SOLAR THREE, LLC 701-0000-4320 3,562.13 8/13/2025 Electric Charges NOVEL SOLAR THREE, LLC 700-0000-4320 6,401.58 8/13/2025 Electric Charges NOVEL SOLAR THREE, LLC 101-1350-4320 130.85 8/13/2025 Electric Charges 10,094.56 8/13/2025 AP - Check Detail (8/14/2025)Page 22 of 34 71 Last Name Acct 1 Amount Check Date Description NOVEL SOLAR THREE, LLC 10,094.56 NYSTROM PUBLISHING COMPANY INC 101-1125-4335 4,620.96 8/14/2025 Fall 2025 Connection NYSTROM PUBLISHING COMPANY INC 101-1120-4330 2,682.16 8/14/2025 Fall 2025 Connection 7,303.12 8/14/2025 NYSTROM PUBLISHING COMPANY INC 7,303.12 O'BRIEN JUSTIN & ANDREA 700-0000-2020 24.39 8/6/2025 Refund Check 099125-000, 1841 VALLEY RIDGE TR S O'BRIEN JUSTIN & ANDREA 701-0000-2020 19.42 8/6/2025 Refund Check 099125-000, 1841 VALLEY RIDGE TR S O'BRIEN JUSTIN & ANDREA 720-0000-2020 13.33 8/6/2025 Refund Check 099125-000, 1841 VALLEY RIDGE TR S O'BRIEN JUSTIN & ANDREA 700-0000-2020 0.94 8/6/2025 Refund Check 099125-000, 1841 VALLEY RIDGE TR S 58.08 8/6/2025 O'BRIEN JUSTIN & ANDREA 58.08 O'CONNOR JOSEPH & MELISSA 700-0000-2020 0.69 8/6/2025 Refund Check 014669-000, 811 LAKE SUSAN HLS DR O'CONNOR JOSEPH & MELISSA 701-0000-2020 18.12 8/6/2025 Refund Check 014669-000, 811 LAKE SUSAN HLS DR O'CONNOR JOSEPH & MELISSA 720-0000-2020 9.70 8/6/2025 Refund Check 014669-000, 811 LAKE SUSAN HLS DR O'CONNOR JOSEPH & MELISSA 700-0000-2020 34.82 8/6/2025 Refund Check 014669-000, 811 LAKE SUSAN HLS DR 63.33 8/6/2025 O'CONNOR JOSEPH & MELISSA 63.33 O'Reilly Automotive Inc 101-1550-4120 135.33 8/7/2025 Battery core Charge Core return O'Reilly Automotive Inc 700-0000-4140 61.73 8/7/2025 Bolt Set Engine Mount Dipstick Tube O'Reilly Automotive Inc 101-1420-4140 16.65 8/7/2025 Perfect Match 213.71 8/7/2025 O'Reilly Automotive Inc 213.71 PATCHIN MESSNER 601-6057-4701 1,872.50 8/7/2025 Market Blvd/Laredo Dr Project AP - Check Detail (8/14/2025)Page 23 of 34 72 Last Name Acct 1 Amount Check Date Description 1,872.50 8/7/2025 PATCHIN MESSNER 1,872.50 Peak Heating and Cooling 101-0000-2022 2.33 8/14/2025 Mech Refund - 1898 Della Drive Peak Heating and Cooling 101-1250-3305 162.15 8/14/2025 Mech Refund - 1898 Della Drive 164.48 8/14/2025 Peak Heating and Cooling 164.48 POMP'S TIRE SERVICE INC 101-1320-4140 1,108.81 8/7/2025 141 tire 1,108.81 8/7/2025 POMP'S TIRE SERVICE INC 1,108.81 Potentia MN Solar 101-1190-4320 3,378.65 8/13/2025 Electric Charges Potentia MN Solar 101-1170-4320 2,602.64 8/13/2025 Electric Charges Potentia MN Solar 700-0000-4320 1,732.84 8/13/2025 Electric Charges 7,714.13 8/13/2025 Potentia MN Solar 7,714.13 Precision Utilities 700-0000-4552 5,969.25 8/14/2025 curb stop 6640 mohawk Dr. 5,969.25 8/14/2025 Precision Utilities 5,969.25 Premium Waters, Inc 101-1550-4120 51.63 8/14/2025 Lake Ann Water 51.63 8/14/2025 AP - Check Detail (8/14/2025)Page 24 of 34 73 Last Name Acct 1 Amount Check Date Description Premium Waters, Inc 51.63 Pro-Tec Design, Inc.101-1160-4136 915.81 8/14/2025 Encrypted Access Cards (200) 915.81 8/14/2025 Pro-Tec Design, Inc. 915.81 PULLTABS PLUS INC 101-1560-4130 84.87 8/14/2025 bingo supplies PULLTABS PLUS INC 101-1560-4130 212.32 8/14/2025 bingo supplies 297.19 8/14/2025 PULLTABS PLUS INC 297.19 Quality Flow Systems Inc 701-0000-4551 1,713.64 8/7/2025 lift station 8 1,713.64 8/7/2025 Quality Flow Systems Inc 1,713.64 Rent N Save Portable Services 101-1550-4400 5,445.45 8/7/2025 portable restrooms 5,445.45 8/7/2025 Rent N Save Portable Services 101-1600-4300 195.00 8/14/2025 Portable Bathrooms - Memorial Day Ceremony Rent N Save Portable Services 101-1613-4410 5,911.00 8/14/2025 4th of July restrooms 6,106.00 8/14/2025 Rent N Save Portable Services 11,551.45 RESULTS TITLE 700-0000-2020 1.24 8/6/2025 Refund Check 014680-000, 727 LAKE SUSAN HLS DR RESULTS TITLE 720-0000-2020 17.53 8/6/2025 Refund Check 014680-000, 727 LAKE SUSAN HLS DR RESULTS TITLE 700-0000-2020 15.79 8/6/2025 Refund Check 014680-000, 727 LAKE SUSAN HLS DR RESULTS TITLE 701-0000-2020 30.52 8/6/2025 Refund Check 014680-000, 727 LAKE SUSAN HLS DR AP - Check Detail (8/14/2025)Page 25 of 34 74 Last Name Acct 1 Amount Check Date Description 65.08 8/6/2025 RESULTS TITLE 65.08 Robert Half International, Inc.101-1120-4300 238.55 8/7/2025 Temp for Front Desk - Summer Training 238.55 8/7/2025 Robert Half International, Inc. 238.55 ROSATI PATRICK & KATHRYN 700-0000-2020 2.55 8/6/2025 Refund Check 012194-000, 1301 STRATTON COURT ROSATI PATRICK & KATHRYN 720-0000-2020 4.77 8/6/2025 Refund Check 012194-000, 1301 STRATTON COURT ROSATI PATRICK & KATHRYN 701-0000-2020 6.37 8/6/2025 Refund Check 012194-000, 1301 STRATTON COURT ROSATI PATRICK & KATHRYN 700-0000-2020 0.34 8/6/2025 Refund Check 012194-000, 1301 STRATTON COURT 14.03 8/6/2025 ROSATI PATRICK & KATHRYN 14.03 RUBLE CECELIA 700-0000-2020 11.57 8/6/2025 Refund Check 103567-000, 6687 DEERWOOD DRIVE RUBLE CECELIA 720-0000-2020 16.38 8/6/2025 Refund Check 103567-000, 6687 DEERWOOD DRIVE RUBLE CECELIA 700-0000-2020 1.16 8/6/2025 Refund Check 103567-000, 6687 DEERWOOD DRIVE RUBLE CECELIA 701-0000-2020 15.27 8/6/2025 Refund Check 103567-000, 6687 DEERWOOD DRIVE 44.38 8/6/2025 RUBLE CECELIA 44.38 Sawyers Dream Band LLC 101-1620-4345 350.00 8/6/2025 7/31 performance check re-issue 350.00 8/6/2025 Sawyers Dream Band LLC 350.00 SCHMIDT-MOLLDREM JENEEN MARIE 700-0000-2020 5.51 8/6/2025 Refund Check 102265-000, 2054 PAISLEY PATH SCHMIDT-MOLLDREM JENEEN MARIE 701-0000-2020 106.31 8/6/2025 Refund Check 102265-000, 2054 PAISLEY PATH SCHMIDT-MOLLDREM JENEEN MARIE 700-0000-2020 13.75 8/6/2025 Refund Check 102265-000, 2054 PAISLEY PATH AP - Check Detail (8/14/2025)Page 26 of 34 75 Last Name Acct 1 Amount Check Date Description SCHMIDT-MOLLDREM JENEEN MARIE 720-0000-2020 74.45 8/6/2025 Refund Check 102265-000, 2054 PAISLEY PATH 200.02 8/6/2025 SCHMIDT-MOLLDREM JENEEN MARIE 200.02 SCHNEIDER JULIETTE & ERIC 720-0000-2020 8.50 8/6/2025 Refund Check 099400-000, 6367 OXBOW BEND SCHNEIDER JULIETTE & ERIC 700-0000-2020 62.56 8/6/2025 Refund Check 099400-000, 6367 OXBOW BEND 71.06 8/6/2025 SCHNEIDER JULIETTE & ERIC 71.06 SCOTT COUNTY ABSTRACT 701-0000-2020 1.89 8/6/2025 Refund Check 013753-000, 7443 TRISTAN KNOLL SCOTT COUNTY ABSTRACT 700-0000-2020 0.10 8/6/2025 Refund Check 013753-000, 7443 TRISTAN KNOLL SCOTT COUNTY ABSTRACT 700-0000-2020 5.58 8/6/2025 Refund Check 013753-000, 7443 TRISTAN KNOLL 7.57 8/6/2025 SCOTT COUNTY ABSTRACT 7.57 Shred-It 101-1120-4300 1,327.01 8/14/2025 Document destruction 1,327.01 8/14/2025 Shred-It 1,327.01 Silva Screenprinting & Dist, LLC 101-1638-4130 1,244.69 8/14/2025 Lake Ann Camp T-shirts 1,244.69 8/14/2025 Silva Screenprinting & Dist, LLC 1,244.69 SM HENTGES & SONS 700-6040-4751 28,224.09 8/14/2025 City @ 100% Water SM HENTGES & SONS 601-6040-4751 417,302.31 8/14/2025 City @ 25% Roadway & Storm SM HENTGES & SONS 701-6040-4751 11,069.69 8/14/2025 City @ 100% Sanitary SM HENTGES & SONS 601-6140-4751 1,251,906.94 8/14/2025 County @ 75% Roadway & Storm AP - Check Detail (8/14/2025)Page 27 of 34 76 Last Name Acct 1 Amount Check Date Description 1,708,503.03 8/14/2025 SM HENTGES & SONS 1,708,503.03 SOFTWARE HOUSE INTERNATIONAL 101-1160-4205 8,509.00 8/14/2025 Keeper PW Manager Renewal SOFTWARE HOUSE INTERNATIONAL 101-1160-4211 275.40 8/14/2025 CoPilot for IT Accounts 8,784.40 8/14/2025 SOFTWARE HOUSE INTERNATIONAL 8,784.40 SOUVANNALATH EMILY 701-0000-2020 47.20 8/6/2025 Refund Check 101298-000, 8348 STONE CREEK DRIVE SOUVANNALATH EMILY 720-0000-2020 35.35 8/6/2025 Refund Check 101298-000, 8348 STONE CREEK DRIVE SOUVANNALATH EMILY 700-0000-2020 27.19 8/6/2025 Refund Check 101298-000, 8348 STONE CREEK DRIVE SOUVANNALATH EMILY 700-0000-2020 2.51 8/6/2025 Refund Check 101298-000, 8348 STONE CREEK DRIVE 112.25 8/6/2025 SOUVANNALATH EMILY 112.25 STEWART TITLE COMPANY 720-0000-2020 3.17 8/6/2025 Refund Check 007686-000, 6351 NEAR MOUNTAIN BD STEWART TITLE COMPANY 700-0000-2020 3.93 8/6/2025 Refund Check 007686-000, 6351 NEAR MOUNTAIN BD STEWART TITLE COMPANY 701-0000-2020 6.37 8/6/2025 Refund Check 007686-000, 6351 NEAR MOUNTAIN BD STEWART TITLE COMPANY 700-0000-2020 0.23 8/6/2025 Refund Check 007686-000, 6351 NEAR MOUNTAIN BD 13.70 8/6/2025 STEWART TITLE COMPANY 13.70 STONE ARCH TITLE LLC 700-0000-2020 1.16 8/6/2025 Refund Check 104066-000, 557 MISSION HILLS DRIVE STONE ARCH TITLE LLC 701-0000-2020 1.85 8/6/2025 Refund Check 104066-000, 557 MISSION HILLS DRIVE STONE ARCH TITLE LLC 700-0000-2020 0.45 8/6/2025 Refund Check 104066-000, 557 MISSION HILLS DRIVE STONE ARCH TITLE LLC 720-0000-2020 6.33 8/6/2025 Refund Check 104066-000, 557 MISSION HILLS DRIVE 9.79 8/6/2025 AP - Check Detail (8/14/2025)Page 28 of 34 77 Last Name Acct 1 Amount Check Date Description STONE ARCH TITLE LLC 9.79 Street Plumbing Inc 101-1250-3306 134.20 8/14/2025 Job Cancelled - 1714 Hemlock Way 134.20 8/14/2025 Street Plumbing Inc 134.20 STROBEL RANDY & MICHELLE 701-0000-2020 42.22 8/6/2025 Refund Check 015885-000, 2543 BRIDLE CREEK TRL STROBEL RANDY & MICHELLE 720-0000-2020 15.82 8/6/2025 Refund Check 015885-000, 2543 BRIDLE CREEK TRL STROBEL RANDY & MICHELLE 700-0000-2020 23.29 8/6/2025 Refund Check 015885-000, 2543 BRIDLE CREEK TRL STROBEL RANDY & MICHELLE 700-0000-2020 1.12 8/6/2025 Refund Check 015885-000, 2543 BRIDLE CREEK TRL 82.45 8/6/2025 STROBEL RANDY & MICHELLE 82.45 Stryker Sales LLC 101-1220-4530 2,691.52 8/14/2025 LUCAS batteries 2,691.52 8/14/2025 Stryker Sales LLC 2,691.52 Sun Life Financial 700-0000-2011 46.27 8/7/2025 Life Insurance-August Sun Life Financial 101-0000-2011 8.15 8/7/2025 Life Insurance-August Sun Life Financial 701-0000-2037 182.90 8/7/2025 Life Insurance-August Sun Life Financial 720-0000-2015 40.59 8/7/2025 LTD-August 2025 Sun Life Financial 701-0000-2015 58.74 8/7/2025 LTD-August 2025 Sun Life Financial 101-0000-2011 689.38 8/7/2025 Life Insurance-August Sun Life Financial 700-0000-2037 182.90 8/7/2025 Life Insurance-August Sun Life Financial 701-0000-2011 28.08 8/7/2025 Life Insurance-August Sun Life Financial 101-0000-2037 1,213.95 8/7/2025 Life Insurance-August Sun Life Financial 700-0000-2015 94.91 8/7/2025 LTD-August 2025 Sun Life Financial 720-0000-2011 20.49 8/7/2025 Life Insurance-August Sun Life Financial 101-0000-2015 1,353.04 8/7/2025 LTD-August 2025 3,919.40 8/7/2025 AP - Check Detail (8/14/2025)Page 29 of 34 78 Last Name Acct 1 Amount Check Date Description Sun Life Financial 3,919.40 Sustainable Investment Group LLC 414-4010-4300 5,292.00 8/7/2025 Fundamental Commissioning 5,292.00 8/7/2025 Sustainable Investment Group LLC 5,292.00 THE TITLE GROUP INC 720-0000-2020 16.02 8/6/2025 Refund Check 098734-000, 9074 DEGLER LANE THE TITLE GROUP INC 700-0000-2020 1.14 8/6/2025 Refund Check 098734-000, 9074 DEGLER LANE THE TITLE GROUP INC 700-0000-2020 44.71 8/6/2025 Refund Check 098734-000, 9074 DEGLER LANE THE TITLE GROUP INC 701-0000-2020 32.08 8/6/2025 Refund Check 098734-000, 9074 DEGLER LANE 93.95 8/6/2025 THE TITLE GROUP INC 93.95 TITLE MARK LLC 720-0000-2020 4.85 8/6/2025 Refund Check 010418-000, 7081 SHAWNEE LANE TITLE MARK LLC 701-0000-2020 6.48 8/6/2025 Refund Check 010418-000, 7081 SHAWNEE LANE TITLE MARK LLC 700-0000-2020 0.34 8/6/2025 Refund Check 010418-000, 7081 SHAWNEE LANE TITLE MARK LLC 700-0000-2020 2.59 8/6/2025 Refund Check 010418-000, 7081 SHAWNEE LANE 14.26 8/6/2025 TITLE MARK LLC 14.26 TITLESMART INC 700-0000-2020 4.85 8/6/2025 UB Refund 7875 Harvest Lane TITLESMART INC 701-0000-2020 7.70 8/6/2025 UB Refund 7875 Harvest Lane TITLESMART INC 720-0000-2020 0.50 8/6/2025 UB Refund 7875 Harvest Lane TITLESMART INC 701-0000-2020 44.39 8/6/2025 Refund Check 006128-000, 8012 CHEYENNE AVENUE TITLESMART INC 700-0000-2020 1.82 8/6/2025 Refund Check 006128-000, 8012 CHEYENNE AVENUE TITLESMART INC 700-0000-2020 26.76 8/6/2025 Refund Check 006128-000, 8012 CHEYENNE AVENUE TITLESMART INC 720-0000-2020 25.60 8/6/2025 Refund Check 006128-000, 8012 CHEYENNE AVENUE 111.62 8/6/2025 TITLESMART INC 111.62 AP - Check Detail (8/14/2025)Page 30 of 34 79 Last Name Acct 1 Amount Check Date Description TRADEMARK TITLE SERVICES 720-0000-2020 20.29 8/6/2025 Refund Check 015253-000, 7656 PRAIRIE FLOWER BD TRADEMARK TITLE SERVICES 700-0000-2020 5.52 8/6/2025 Refund Check 015253-000, 7656 PRAIRIE FLOWER BD TRADEMARK TITLE SERVICES 701-0000-2020 20.48 8/6/2025 Refund Check 015253-000, 7656 PRAIRIE FLOWER BD TRADEMARK TITLE SERVICES 700-0000-2020 1.44 8/6/2025 Refund Check 015253-000, 7656 PRAIRIE FLOWER BD TRADEMARK TITLE SERVICES 700-0000-2020 12.67 8/6/2025 Refund Check 021039-000, 7869 AUTUMN RIDGE AVE TRADEMARK TITLE SERVICES 700-0000-2020 171.98 8/6/2025 Refund Check 021039-000, 7869 AUTUMN RIDGE AVE TRADEMARK TITLE SERVICES 720-0000-2020 15.50 8/6/2025 Refund Check 021039-000, 7869 AUTUMN RIDGE AVE TRADEMARK TITLE SERVICES 701-0000-2020 231.17 8/6/2025 Refund Check 021039-000, 7869 AUTUMN RIDGE AVE 479.05 8/6/2025 TRADEMARK TITLE SERVICES 479.05 UNIVERSITY OF MINNESOTA 601-6048-4701 5,000.00 8/7/2025 CBR Easement Additional Space 5,000.00 8/7/2025 UNIVERSITY OF MINNESOTA 5,000.00 US Home Corporation 101-0000-2072 2,500.00 8/14/2025 As Built escrow 7113 Pearl Dr #559787 2,500.00 8/14/2025 US Home Corporation 2,500.00 USA BLUE BOOK 700-7043-4160 83.67 8/14/2025 chemicals 83.67 8/14/2025 USA BLUE BOOK 83.67 Vertex Unmanned Solutions, LLC 101-1220-4530 1,314.00 8/7/2025 Drone Batteries 1,314.00 8/7/2025 Vertex Unmanned Solutions, LLC 1,314.00 Water Conservation Services, Inc.700-0000-4300 912.35 8/14/2025 water leak 78th and frontier AP - Check Detail (8/14/2025)Page 31 of 34 80 Last Name Acct 1 Amount Check Date Description 912.35 8/14/2025 Water Conservation Services, Inc. 912.35 WATERMARK TITLE AGENCY 700-0000-2020 0.54 8/6/2025 Refund Check 007728-000, 6377 OXBOW BEND WATERMARK TITLE AGENCY 701-0000-2020 15.28 8/6/2025 Refund Check 007728-000, 6377 OXBOW BEND WATERMARK TITLE AGENCY 720-0000-2020 7.63 8/6/2025 Refund Check 007728-000, 6377 OXBOW BEND WATERMARK TITLE AGENCY 700-0000-2020 70.55 8/6/2025 Refund Check 007728-000, 6377 OXBOW BEND WATERMARK TITLE AGENCY 700-0000-2020 0.12 8/6/2025 Refund Check 104859-000, 1797 VALLEY RIDGE TR N WATERMARK TITLE AGENCY 700-0000-2020 1.70 8/6/2025 Refund Check 104859-000, 1797 VALLEY RIDGE TR N WATERMARK TITLE AGENCY 701-0000-2020 2.26 8/6/2025 Refund Check 104859-000, 1797 VALLEY RIDGE TR N WATERMARK TITLE AGENCY 720-0000-2020 1.70 8/6/2025 Refund Check 104859-000, 1797 VALLEY RIDGE TR N WATERMARK TITLE AGENCY 700-0000-2020 18.09 8/6/2025 Refund Check 018753-001, 6620 CHESTNUT LANE WATERMARK TITLE AGENCY 720-0000-2020 255.30 8/6/2025 Refund Check 018753-001, 6620 CHESTNUT LANE WATERMARK TITLE AGENCY 700-0000-2020 291.29 8/6/2025 Refund Check 018753-001, 6620 CHESTNUT LANE WATERMARK TITLE AGENCY 701-0000-2020 333.22 8/6/2025 Refund Check 018753-001, 6620 CHESTNUT LANE 997.68 8/6/2025 WATERMARK TITLE AGENCY 997.68 White Cap, LP 101-1638-4130 828.36 8/14/2025 Slip-n-slide supplies 828.36 8/14/2025 White Cap, LP 828.36 WIERZBINSKI SARAH MARIE 720-0000-2020 1.93 8/6/2025 Refund Check 016040-000, 7882 AUTUMN RIDGE AVE WIERZBINSKI SARAH MARIE 700-0000-2020 0.53 8/6/2025 Refund Check 016040-000, 7882 AUTUMN RIDGE AVE WIERZBINSKI SARAH MARIE 701-0000-2020 9.94 8/6/2025 Refund Check 016040-000, 7882 AUTUMN RIDGE AVE WIERZBINSKI SARAH MARIE 700-0000-2020 3.98 8/6/2025 Refund Check 016040-000, 7882 AUTUMN RIDGE AVE 16.38 8/6/2025 WIERZBINSKI SARAH MARIE 16.38 WM MUELLER & SONS INC 700-0000-4150 168.00 8/7/2025 spoils from water main breaks AP - Check Detail (8/14/2025)Page 32 of 34 81 Last Name Acct 1 Amount Check Date Description 168.00 8/7/2025 WM MUELLER & SONS INC 700-0000-4150 56.00 8/14/2025 spoils from water main breaks 56.00 8/14/2025 WM MUELLER & SONS INC 224.00 WSB & ASSOCIATES INC 720-0000-4300 240.00 8/7/2025 WCA Support Services WSB & ASSOCIATES INC 101-1311-4229 1,140.00 8/7/2025 Datafi Subscription WSB & ASSOCIATES INC 720-7025-4300 458.50 8/7/2025 2023 Pond Maintenance Project WSB & ASSOCIATES INC 720-7025-4300 855.25 8/7/2025 2024 Pond Maintenance Project WSB & ASSOCIATES INC 700-0000-4300 842.00 8/7/2025 Biological Water Treatment Pilot Study WSB & ASSOCIATES INC 414-4010-4303 781.48 8/7/2025 Boundary Topo Survey WSB & ASSOCIATES INC 414-4011-4303 781.48 8/7/2025 Boundary Topo Survey WSB & ASSOCIATES INC 416-0000-4303 880.50 8/7/2025 Community Center Concept Plan WSB & ASSOCIATES INC 720-0000-4300 2,020.50 8/7/2025 Water Resources Support Services 7,999.71 8/7/2025 WSB & ASSOCIATES INC 7,999.71 XCEL ENERGY INC 700-7043-4320 641.53 8/6/2025 Electric Charges 641.53 8/6/2025 XCEL ENERGY INC 700-0000-4320 2,222.92 8/13/2025 Electric Charges 2,222.92 8/13/2025 XCEL ENERGY INC 2,864.45 ZIEGLER INC 101-1320-4140 69.17 8/14/2025 hose 69.17 8/14/2025 ZIEGLER INC 69.17 AP - Check Detail (8/14/2025)Page 33 of 34 82 Last Name Acct 1 Amount Check Date Description Zywotko Tammy 101-0000-2075 750.00 8/14/2025 Landscape Escrow- 6681 Galpin Blvd. 750.00 8/14/2025 Zywotko Tammy 750.00 2,227,787.17 AP - Check Detail (8/14/2025)Page 34 of 34 83 City Council Item August 25, 2025 Item Approve Temporary On-Sale Liquor License for The Grief Club of Minnesota for their Healing Hearts Soiree Event on September 18, 2025 File No.Item No: D.5 Agenda Section CONSENT AGENDA Prepared By Jenny Potter, City Clerk Reviewed By Laurie Hokkanen SUGGESTED ACTION "The Chanhassen City Council approves the request from The Grief Club of Minnesota for a temporary on-sale liquor license for their Healing Hearts Soiree Event on September 18, 2025." Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY The Grief Club of Minnesota has submitted an application for a temporary on-sale liquor license for their Healing Hearts Soiree event on September 18, 2025 from 6 p.m. to 9 p.m. on their property at 2025 Coulter Boulevard, Suite 100. The event will be held under a tent. A Temporary Outdoor Event Permit application has been submitted and approved for this event. The required certificate of liquor liability insurance has been provided and attached to this staff report. BACKGROUND DISCUSSION BUDGET 84 RECOMMENDATION Staff recommends approval of the request from The Grief Club of Minnesota for a temporary on-sale liquor license for their Healing Hearts Soiree event to be held on September 18, 2025. ATTACHMENTS Application Map Healing Hearts Soiree Certificate of Liability Insurance 85 1 of 4 C I T Y O F C H A N H A S S E N TEMPORARY EVENT PERMIT APPLICATION FORM SECTION TWO: APPLICANT INFORMATION SECTION THREE: PROPERTY OWNER INFORMATION SECTION ONE: EVENT TYPE Applicant Contact: On-Site Contact: Name: Name: Name: Title: Title: Title: Producing Business/ Organization Name: Seasonal Sales ($50)Temporary Outdoor Event ($50)Special Event ($100) Race Addendum (+$50) Seasonal Sales and Temporary Outdoor Event Permits must be submitted at least 10 days prior to the event. Special Event Permits must be submitted at least 60 days prior to the event. Address: Address: (Street, City, State, & Zip) (Street, City, State, & Zip) Phone: Phone: Phone: Cell: Cell: Cell: Email: Email: Email: Business/Organization Website: 86 2 of 4 TEMPORARY EVENT PERMIT APPLICATION FORM SECTION FOUR: EVENT INFORMATION Event Title: Event Location: Event Description: Event Date(s): Provisions for parking and security: Number participants/attendees:Number of Employees/Workers: Event Time(s): Event Subtype: Will there be sound amplification equipment? Will merchandise be sold at the event? Narrative Required: (only for Special Event Permit) Will there be signage at the event? Race/Walk (complete and attach race addendum form) If yes, attach additional permit. If yes, please describe: If yes, attach additional permit. Festival No No No Sidewalk sales Promotional event Seasonal produce Christmas TreesConcert Yes Yes Yes Temporary food & beverage sales Other: (Street, City, State, & Zip) Please provide a narrative including the following information: »Description of event »Parking arrangements »Security »Potential impact on public safety, traffic, and other services including proposed mitigation strategy 87 3 of 4 TEMPORARY EVENT PERMIT APPLICATION FORM SECTION FOUR: EVENT INFORMATION (CONTINUED) Equipment/Set-Up Insurance Required: Staging/Scaffolding Signage # (include size and location on map) Tents/Canopies # (include size and location on map) Tent Size(s): Lighting Statues or structures Portable restrooms Select all that apply (show all equipment on your attached map). Proof of liability insurance must be provided at city discretion. Please list the outside companies/vendors that you are using for any of the checked boxes above. A complete list of vendors must be submitted prior to your event. Map Required: »Surrounding street names »Directional arrows »Twenty foot (20’) fire lanes »Fencing/Barriers »Street closure points »Barricades »Bleachers »Booths »Generators »Canopies/Tents »Cooking Areas »Generators »Vehicles »Beer gardens »Number and dimension of entrances/exits »Start/Finish lines » Routes with directional arrows »Fire extinguisher locations »Safety and First Aid stations »Parking areas »Special lighting »Trash/Recycling containers Maps are required for the overall event layout as well as any separately fenced areas such as beer/wine gar- dens or contained areas as part of a parade/march route. As a general rule, maps must include the following: SECTION FIVE: FOOD Will food be served at the event? Will food be prepared off-site but served on-site? Will any of the following appliances be used? (Check all that apply) Will food be prepared on-site? Will food be grilled on-site? NOTE: If using any of the cooking methods listed above other than warming ovens, Chanhassen Fire Department Policy #50-2005 Temporary Assemblies and Tents must be followed. If no, skip to next section. If yes, select one: *Size of LP gas tank: No No No Deep fat fryer Warming oven Corn roaster Other: No LP Gas* .lbs Yes Yes Yes Gas griddle (flat top) Yes Charcoal 88 4 of 4 TEMPORARY EVENT PERMIT APPLICATION FORM SECTION SEVEN: NOTICE AND SIGNATURE Applicant: Property Owner: I have familiarized myself with the Chanhassen City Code Chapter 20-964 and subsequent ordinance amendments pertaining thereto, and will abide by the provisions contained therein. I declare that the information I have provided on this application is truthful and I understand that falsification of answers on this application will result in denial of the application. I authorize the City of Chanhassen to investigate and make whatever inquiries are necessary to verify the information provided. Signature: Signature: Date: Date: SECTION SIX: ALCOHOL Will alcohol be served at the event? Is a non-profit organization providing the alcohol services? The sale and service of alcoholic beverages are subject to City of Chanhassen regulations, licensing, and permit requirements. NOTE: Alcohol can only be provided and served by a restaurant holding an on-sale intoxicating liquor license issued by any municipality that also holds a caterer’s permit (MN Statute 340A.404, Subd. 12). If no, indicate the name of the caterer: If yes, indicate the name of the non-profit organization: No No Yes Yes Complete and submit this from and any supplemental documents online on the city’s BS&A portal. A guide is available to help you with the submission process. Payment will be requested after permit review and approval. 89 This drawing is only a representation of design concepts for this project. 394Ltd makes no assurance that this seating and room layout is per code or in accordance with any regulated room rating occupancy specifications, fire codes or other requirements. No liability for the erection, engineering or use of any component or concept shown on this drawing is assumed. 5'10'15'20' 1/8" = 1'72"Banquet72"Banquet72"BanquetWest EndEntrance Seating Requirements: As Shown Power Requirements: AV: TBD LX: TBD NOTES: 1. No Open Candles or Flames for this event. 2. Theater Seating shall be interlocked for this event. Contact Info & Event Details EVENT NAME: 2024 Healing Hearts Soiree’ LOCATION: The Grief Club of Minnesota 2025 Coulter Blvd Chanhassen, MN LOAD IN: Thursday September 19, 2024 LOAD OUT: Thursday September 19, 2024 INSPECTION: EVENT TYPE: Fundraiser EVENT DATES: 24.09.19 CONTACT: TJ Worrell TJ@ThreeNinetyFour.com 952.240.9020 6' Tech Table Two Chairs 2024 Healing Hearts Soiree’ The Grief Club of Minnesota 2025 Coulter Blvd Chanhassen, MN Draft 01 1/8"=1' Copyright 2024 ThreeNinetyFour Ltd. 40'8'x8'StageHigh Boy 96" Bar 86" LED MonitorStand86" LED MonitorStand86" LED MonitorStand86" LED MonitorStand150'6' Rd 10 Rd 10 Rd 10 Rd 10 Rd 10 Rd 10 Rd 10 Rd 10 Rd 10 Rd 10 Rd 10 Rd 10 Rd 10 Rd 10 Rd 10 Rd 10 72"Banquet72"Banquet72"Banquet TechTableTechTable72" Round Round of 10 11' centers Rd 10 6' Banquet Table 72"Banquet 90 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. INSURER(S) AFFORDING COVERAGE INSURER F : INSURER E : INSURER D : INSURER C : INSURER B : INSURER A : NAIC # NAME:CONTACT (A/C, No):FAX E-MAILADDRESS: PRODUCER (A/C, No, Ext):PHONE INSURED REVISION NUMBER:CERTIFICATE NUMBER:COVERAGES IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. OTHER: (Per accident) (Ea accident) $ $ N / A SUBR WVD ADDL INSD THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. $ $ $ $PROPERTY DAMAGE BODILY INJURY (Per accident) BODILY INJURY (Per person) COMBINED SINGLE LIMIT AUTOS ONLY AUTOSAUTOS ONLY NON-OWNED SCHEDULEDOWNED ANY AUTO AUTOMOBILE LIABILITY Y / N WORKERS COMPENSATION AND EMPLOYERS' LIABILITY OFFICER/MEMBER EXCLUDED? (Mandatory in NH) DESCRIPTION OF OPERATIONS below If yes, describe under ANY PROPRIETOR/PARTNER/EXECUTIVE $ $ $ E.L. DISEASE - POLICY LIMIT E.L. DISEASE - EA EMPLOYEE E.L. EACH ACCIDENT EROTH-STATUTEPER LIMITS(MM/DD/YYYY)POLICY EXP(MM/DD/YYYY)POLICY EFFPOLICY NUMBERTYPE OF INSURANCELTRINSR DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) EXCESS LIAB UMBRELLA LIAB $EACH OCCURRENCE $AGGREGATE $ OCCUR CLAIMS-MADE DED RETENTION $ $PRODUCTS - COMP/OP AGG $GENERAL AGGREGATE $PERSONAL & ADV INJURY $MED EXP (Any one person) $EACH OCCURRENCE DAMAGE TO RENTED $PREMISES (Ea occurrence) COMMERCIAL GENERAL LIABILITY CLAIMS-MADE OCCUR GEN'L AGGREGATE LIMIT APPLIES PER: POLICY PRO-JECT LOC CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) CANCELLATION AUTHORIZED REPRESENTATIVE ACORD 25 (2016/03) © 1988-2015 ACORD CORPORATION. All rights reserved. CERTIFICATE HOLDER The ACORD name and logo are registered marks of ACORD HIRED AUTOS ONLY 8/25/2025 Bell Insurance PO Box 1470 Fargo ND 58107 701-237-6414 701-239-0009 Cincinnati Specialty Underwrit GRIEFCL-01 The Grief Club of Minnesota 2025 Coulter Blvd Suite 100 Chanhassen MN 55317 157386130 A X 1,000,000 X 100,000 1,000,000 2,000,000 X CSU 0256683 9/18/2025 9/19/2025 2,000,000 A Liquor Liability CSU 0256683 9/18/2025 9/19/2025 Aggregate Limit Each Common Cause Lim Deductible $1,000,000 $1,000,000 $2,500 City of Chanhassen PO Box 147 Chanhassen MN 55317 91 City Council Item August 25, 2025 Item Approve Temporary Modification of the Licensed Premises to serve Beer in the Hackamore Brewing Company Parking Lot Area File No.Item No: D.6 Agenda Section CONSENT AGENDA Prepared By Jenny Potter, City Clerk Reviewed By Laurie Hokkanen SUGGESTED ACTION “The Chanhassen City Council approves a temporary modification to the licensed premises of Hackamore Brewing Company to include the parking lot area on the east side of the building as shown in the attached map, to serve beer during their Rockabilly Festival event on September 7, 2025." Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY Hackamore Brewing Company has submitted another temporary event permit request for September 7, 2025. As part of the event, the Brewery is requesting the expansion of its licensed premises to include the parking lot area on the east side of the building. City Council approval is required for this request. BACKGROUND Hackamore Brewing Company currently holds a Brewer off-sale and an on-sale and Sunday Brewer Taproom liquor license. In order to provide an outdoor area for the special events to serve alcohol in the parking lot, Hackamore Brewing Company is requesting that the City Council grant a temporary modification to expand the licensed premises to include the east parking lot area as shown in the attached map for September 7, 2025. 92 DISCUSSION In order to expand liquor service beyond the current licensed premises to include the east parking lot, Hackamore Brewing Company is requesting the City Council grant a temporary modification to the licensed premises to include the east parking lot as shown on the attached map with the following conditions: 1. The applicant must provide a specific diagram of the area in which the temporary modification to the licensed premises is to occur. The diagram must indicate how the area will be physically enclosed and the location of tables, chairs, food and beverage stations, and any other important features. 2. The applicant must submit proof of the necessary liquor liability insurance coverage for the expanded serving area. Both conditions have been met and are attached. BUDGET RECOMMENDATION Staff recommends that the City Council approve Hackamore Brewing Company's request to expand the licensed premises to include the east portion of the parking lot as shown on the attached map. ATTACHMENTS September 7, 2025 Application Location Map Certificate of Liquor Liability Insurance 93 1 of 4 CITY OF CHANHASSEN TEMPORARY EVENT PERMIT APPLICATION FORM SECTION TWO: APPLICANT INFORMATION SECTION THREE: PROPERTY OWNER INFORMATION SECTION ONE: EVENT TYPE Applicant Contact: On-Site Contact: Name: Name: Name: Title: Title: Title: Producing Business/ Organization Name: Seasonal Sales ($50)Temporary Outdoor Event ($50)Special Event ($100) Race Addendum (+$50) Seasonal Sales and Temporary Outdoor Event Permits must be submitted at least 10 days prior to the event. Special Event Permits must be submitted at least 60 days prior to the event. Address: Address: (Street, City, State, & Zip) (Street, City, State, & Zip) Phone: Phone: Phone: Cell: Cell: Cell: Email: Email: Email: Business/Organization Website: 94 2 of 4 TEMPORARY EVENT PERMIT APPLICATION FORM SECTION FOUR: EVENT INFORMATION Event Title: Event Location: Event Description: Event Date(s): Provisions for parking and security: Number participants/attendees:Number of Employees/Workers: Event Time(s): Event Subtype: Will there be sound amplification equipment? Will merchandise be sold at the event? Narrative Required: (only for Special Event Permit) Will there be signage at the event? Race/Walk (complete and attach race addendum form) If yes, attach additional permit. If yes, please describe: If yes, attach additional permit. Festival No No No Sidewalk sales Promotional event Seasonal produce Christmas TreesConcert Yes Yes Yes Temporary food & beverage sales Other: (Street, City, State, & Zip) Please provide a narrative including the following information: »Description of event »Parking arrangements »Security »Potential impact on public safety, traffic, and other services including proposed mitigation strategy 95 3 of 4 TEMPORARY EVENT PERMIT APPLICATION FORM SECTION FOUR: EVENT INFORMATION (CONTINUED) Equipment/Set-Up Insurance Required: Staging/Scaffolding Signage # (include size and location on map) Tents/Canopies # (include size and location on map) Tent Size(s): Lighting Statues or structures Portable restrooms Select all that apply (show all equipment on your attached map). Proof of liability insurance must be provided at city discretion. Please list the outside companies/vendors that you are using for any of the checked boxes above. A complete list of vendors must be submitted prior to your event. Map Required: »Surrounding street names »Directional arrows »Twenty foot (20’) fire lanes »Fencing/Barriers »Street closure points »Barricades »Bleachers »Booths »Generators »Canopies/Tents »Cooking Areas »Generators »Vehicles »Beer gardens »Number and dimension of entrances/exits »Start/Finish lines » Routes with directional arrows »Fire extinguisher locations »Safety and First Aid stations »Parking areas »Special lighting »Trash/Recycling containers Maps are required for the overall event layout as well as any separately fenced areas such as beer/wine gar- dens or contained areas as part of a parade/march route. As a general rule, maps must include the following: SECTION FIVE: FOOD Will food be served at the event? Will food be prepared off-site but served on-site? Will any of the following appliances be used? (Check all that apply) Will food be prepared on-site? Will food be grilled on-site? NOTE: If using any of the cooking methods listed above other than warming ovens, Chanhassen Fire Department Policy #50-2005 Temporary Assemblies and Tents must be followed. If no, skip to next section. If yes, select one: *Size of LP gas tank: No No No Deep fat fryer Warming oven Corn roaster Other: No LP Gas* .lbs Yes Yes Yes Gas griddle (flat top) Yes Charcoal 96 4 of 4 TEMPORARY EVENT PERMIT APPLICATION FORM SECTION SEVEN: NOTICE AND SIGNATURE Applicant: Property Owner: I have familiarized myself with the Chanhassen City Code Chapter 20-964 and subsequent ordinance amendments pertaining thereto, and will abide by the provisions contained therein. I declare that the information I have provided on this application is truthful and I understand that falsification of answers on this application will result in denial of the application. I authorize the City of Chanhassen to investigate and make whatever inquiries are necessary to verify the information provided. Signature: Signature: Date: Date: SECTION SIX: ALCOHOL Will alcohol be served at the event? Is a non-profit organization providing the alcohol services? The sale and service of alcoholic beverages are subject to City of Chanhassen regulations, licensing, and permit requirements. NOTE: Alcohol can only be provided and served by a restaurant holding an on-sale intoxicating liquor license issued by any municipality that also holds a caterer’s permit (MN Statute 340A.404, Subd. 12). If no, indicate the name of the caterer: If yes, indicate the name of the non-profit organization: No No Yes Yes Complete and submit this from and any supplemental documents online on the city’s BS&A portal. A guide is available to help you with the submission process. Payment will be requested after permit review and approval. 97 98 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. INSURER(S) AFFORDING COVERAGE INSURER F : INSURER E : INSURER D : INSURER C : INSURER B : INSURER A : NAIC # NAME: CONTACT A/C, No): FAX E-MAILADDRESS: PRODUCER A/C, No, Ext): PHONE INSURED REVISION NUMBER:CERTIFICATE NUMBER:COVERAGES IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. OTHER: Per accident) Ea accident) N / A SUBR WVD ADDL INSD THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. PROPERTY DAMAGE BODILY INJURY (Per accident) BODILY INJURY (Per person) COMBINED SINGLE LIMIT AUTOS ONLY AUTOSAUTOSONLY NON-OWNED SCHEDULEDOWNED ANY AUTO AUTOMOBILE LIABILITY Y / N WORKERS COMPENSATION AND EMPLOYERS' LIABILITY OFFICER/MEMBER EXCLUDED? Mandatory in NH) DESCRIPTION OF OPERATIONS below If yes, describe under ANY PROPRIETOR/PARTNER/EXECUTIVE E.L. DISEASE - POLICY LIMIT E.L. DISEASE - EA EMPLOYEE E.L. EACH ACCIDENT EROTH-STATUTEPER LIMITS(MM/DD/YYYY) POLICY EXP( MM/DD/YYYY) POLICYEFFPOLICYNUMBERTYPEOFINSURANCELTRINSR DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) EXCESS LIAB UMBRELLA LIAB $EACH OCCURRENCE AGGREGATE OCCUR CLAIMS-MADE DED RETENTION $ PRODUCTS - COMP/OP AGG GENERAL AGGREGATE PERSONAL & ADV INJURY MED EXP (Any one person) EACH OCCURRENCE DAMAGE TO RENTED $ PREMISES (Ea occurrence) COMMERCIAL GENERAL LIABILITY CLAIMS-MADE OCCUR GEN'L AGGREGATE LIMIT APPLIES PER: POLICY PRO- JECT LOC CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) CANCELLATION AUTHORIZED REPRESENTATIVE ACORD 25 (2016/03) 1988-2015 ACORD CORPORATION. All rights reserved. CERTIFICATE HOLDER The ACORD name and logo are registered marks of ACORD HIRED AUTOS ONLY 3/4/2025 Miller-Hartwig Insurance PO Box 1177 Lakeville MN 55044 Josh Havlik 952-469-5502 952-469-1881 JHavlik@millerhartwig.com Cincinnati Insurance Co 10677 HACKBRE-01 SFM Mutual Insurance Co11347HackamoreBrewingCoLLC 18651 Lake Dr E Chanhassen MN 55317 407121252 A X 1,000,000 X 500,000 5,000 1,000,000 2,000,000 X Y Y ETD 0658673 7/1/2024 7/1/2025 2,000,000 A 1,000,000 X X ETD 0658673 7/1/2024 7/1/2025 A X X 4,000,000YETD06586737/1/2024Y 7/1/2025 B X189468.201 2/1/2025 2/1/2026 1,000,000 1,000,000 1,000,000 A Liquor Liability ETD 0658673 7/1/2024 7/1/2025 occ/agg 1000000/2000000 Brewery and Taproom-18651 Lake Dr E Chanhassen MN 55317 Liquor Liability is continuous until cancelled meaning notice will be given for any cancellation,non-renewal,failure to pick up a renewal,or any other policy interruption.Liquor liability coverage is not location specific and covers any patios and off-premises events provided a valid liquor license is in-force.Additional Insured status,waiver,and primary non-contributory language are extended by endorsement "as required by written contract or agreement"to specified relationships.Forms are available upon request. City of Chanhassen 7700 Market Blvd PO Box 147 Chanhassen 55317 99 City Council Item August 25, 2025 Item Approve Temporary On-Sale Liquor License for St. Hubert Catholic Church for September 24-27, 2025 File No.Item No: D.7 Agenda Section CONSENT AGENDA Prepared By Jenny Potter, City Clerk Reviewed By Laurie Hokkanen SUGGESTED ACTION "The Chanhassen City Council approves the request from St. Hubert Catholic Church for a temporary on-sale liquor license for their Harvest Festival on September 24, 25, 26 & 27, 2025." Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY St Hubert Catholic Church has applied for a temporary on-sale liquor license for their Fall Festival on September 27, 2025, from 4 p.m. to 10 p.m. on their property at 8201 Main Street. They will also be hosting smaller events in the days leading up to the Fall Festival inside the building, where they would like to serve beer and brats. Those dates are September 24, 25, and 26. A Temporary Outdoor Event Permit application has been submitted for the event on September 27. The required certificate of liquor liability insurance has been provided and attached to this staff report. BACKGROUND DISCUSSION 100 BUDGET RECOMMENDATION Staff recommends that the Chanhassen City Council approve the request from St. Hubert Catholic Church for a temporary on-sale liquor license for their Harvest Festival on September 27, 2025, and for the days leading up to the event on September 24, 25, and 26, 2025. ATTACHMENTS Application Harvest Festival Map Certificate of Insurance 101 102 103 104 Bingo/Dining Tent Raffle/ Tickets Pizza/ Drinks Beer/ Wine Band Tent Kid Fun Zone Dunk Tank Famous Daves Chick- Fil-A Dog Park Kurb Side Kurb Side Ice Face Painting, Balloon, Caricature Ice CreamFood 105 106 107 City Council Item August 25, 2025 Item Approve Civic Campus Playground Purchase with Flagship Recreation File No.Item No: D.8 Agenda Section CONSENT AGENDA Prepared By Jerry Ruegemer, Park and Recreation Director Reviewed By Jerry Ruegemer SUGGESTED ACTION "The Chanhassen City Council approves the recommended quotes to Flagship Recreation for playground equipment, pour-in-place surface, playground installation, and related site work for the new Civic Campus playground." Motion Type Simple Majority Vote of members present Strategic Priority Asset Management SUMMARY The Civic Campus Playground is part of the City of Chanhassen’s major Civic Campus redevelopment, designed to create a vibrant, family-friendly, and accessible community space in downtown Chanhassen. The playground is located on the Civic Campus, which is at the northeast intersection of West 78th Street and Kerber Boulevard, bounded by Market Boulevard to the east and City Center Park to the north. The site is adjacent to key civic facilities, including the new City Hall, Senior Center, Chanhassen Library, and Fire Station, making it a central and easily accessible destination for residents and visitors alike. This new equipment for the civic space is not only open and playful, but also sculptural and artistic in its design. The pieces used allow for unscripted play, allowing children and adults to play for long periods of time, coming up with new routes and ways to explore the playground. The tall Alpha Tower allows individuals to reach new heights to 2 different height slides, while the large net Crab Trap and balance circuit allow to improve on gross motor skills while playing side by side with friends and 108 family. There are two areas separate from the main playground that allow for individuals to spread out and relax or hang out in the Fox Den area or having another area to slide down on the hill slide. This new playground will be a great addition to the community that will keep families coming back time and time again. BACKGROUND DISCUSSION The Civic Campus Playground play area has unique features (such as the Forma Series equipment and splash fountain) not found in other city parks. It is designed to complement, not duplicate, the amenities at Lake Ann Park, City Center Park, and other neighborhood parks. Playground Features Playground Equipment: The playground will feature equipment from the Landscape Structures "Forma Series," including the Alpha Tower and Crab Trap features. This equipment is designed to encourage adult-child interaction and includes an adjacent hangout area for teens and adults, making it suitable for a wide range of ages ADA Compliance: The playground is fully ADA compliant, ensuring accessibility for children and adults of all abilities Safety Surface: The play area will use a "pour in place" (PIP) rubberized surface, which is durable, shock-absorbent, low-maintenance, and meets ADA standards for safety Color Scheme: After reviewing several color options, the City Council selected a palette featuring lagoon, acorn, leaf, and dune colors, with a grey/black (50/50 mix) PIP surface and a maple leaf accent Installation Timeline: The playground and splash fountain are scheduled for installation in spring 2026, as part of Phase II of the Civic Campus project BUDGET RECOMMENDATION The Chanhassen City Council approves the recommended quotes to Flagship Recreation for playground equipment, pour in place surface, playground installation and related site work for the new Civic Campus playground. ATTACHMENTS Chanhassen Civic Playground-Playground Contract 08052025 Flagship Recreation Playground Equipment Installation Contract 109 Date Expires Quote: Contact: Phone: Email: QTY ITEM #UNIT PRICE EXT. PRICE 1 EQUIPMENT $334,719.00 1 DISCOUNT 8.00%($26,777.52) Subtotal $307,941.48 Freight $1,800.00 Sales Tax Tax Exempt Total $309,741.48 SDS 12-0395 PO Box 86 Minneapolis, MN 55486-0395 Chanhassen Civic Playground 7700 Market Boulevard Chanhassen, MN 55317 Ship To: Bill To: City of Chanhassen 7700 Market Boulevard Chanhassen, MN 55317 Landscape Structures, Inc. Please Make PO's & Contracts Out To: 601 7th St. S Delano, MN 55328 Please Remit Payment To: Landscape Structures, Inc. Page 1 of 2 State Contract #218091 Quotes from Landscape Structures, Inc. are subject to current Landscape Structures, Inc. policies as well as Terms & Conditions, Inclusions & Exclusions outlined below unless noted otherwise on this quote. Changes are subject to price adjustment. Sales tax, if applicable, will be applied unless a tax-exempt certificate is provided at the time of order entry. Customer deposits, if required, must be received before orders will be entered & installation scheduled. Purchases in excess of $1,000.00 must be supported by a formal Purchase Order made out to Landscape Structures, Inc. *Terms: Net 30 days; 1.5% finance charge on balances over 30 days Description Chanhassen Civic Playground,BW704CCP045874 State Contract #218091 jruegemer@chanhassenmn.gov 8/5/2025 8/15/2025 952.227.1129 Jerry Ruegemer City of Chanhassen 110 $309,741.48 Page 2 of 2 Accepted By (Print)Jerry Ruegemer Date:Signature: Purchase Amount: Acceptance of Quotation: Terms & Conditions Contract:Seller's Copy of signed quote represents the contract between Seller and Buyer. This form supersedes all previous communicationsand negotiations and constitutes the entire agreementbetween the parties. Any changes to this contract are not binding unless jointly agreed in writing via Change Order. Project Scope (This Section For Quotes Including Installation) Inclusions: •One Mobilization •Accepting & Unloading of Order Prior to Installation •Unpacking of Play Equipment •Assembly of Play Equipment •Placing, Digging or Surface Mounting Equipment (as specified) •Concrete for Play Equipment Footings •Standard Insurance Offer (Detail Provided Upon Request) •Standard Warranty Offer (Detail Provided Upon Request) •Standard Wage Rates Exclusions (Unless Specifically Quoted): •Storage or Security of Equipment •Private Utility Locates (irrigation, low voltage, lighting, etc.) •Additional Labor Due to Site Access. Require 8' Wide Clearance from Staging Area to Play Space. •Additional Labor and/or Related Costs Due to Subsurface Conditions (Rock, Hardpan, Heavy Clay, Ground Water, etc.) •Additional Labor and/or Related Costs Due to Working in Unstable Soils (Sand, Pea Rock, Mud, Poor Site Drainage, etc.) •Offsite Removal of Spoils From Footing Holes or Other Excavation. Can be stockpiled for owner removal or left in play space •Disposal of Packing Material. Can be Stockpiled for Owner Removal or Deposited in Owners Onsite Dumpster •Removal of Existing Play Equipment, Border or Safety Surfacing Material •Site Work of Any Kind. Exclusions include, site grading (owner to provide max slope of 1%), site restoration, drainage, etc. •Border for Play Space •Bonding of Any Type •Permitsof Any Kind 111 Date Expires Quote: Contact: Phone: Email: QTY ITEM #UNIT PRICE EXT. PRICE 1 MOB $750.00 $750.00 2 DUMPSTER $750.00 $1,500.00 0 SITE WORK BY GC 0 CONCRETE BY GC 248 SUBGRADE Per Quote $16,624.52 287 SUBGRADE Per Quote $3,864.93 198 SUBGRADE Per Quote $3,199.68 Flagship will install draintile within play containers and connect to stubs provided by GC 1 INSTALL 24.32%$74,896.26 1 RENTAL Per Quote $1,812.82 6,377 SURFACING Per Quote $152,438.68 - Combination 2",2.75",3.75", 4.75" and 6.25" Thickness - 50/50 Gray/black& beige/black speckle mix - leaf design 0 RESTORE BY GC Subtotal $255,086.88 Freight $0.00 Sales Tax Tax Exempt Total $255,086.88 Bill To: City of Chanhassen 7700 Market Boulevard Chanhassen, MN 55317 Please Make PO's & Contracts Out To: Flagship Recreation 11123 Upper 33rd St. N Lake Elmo, MN 55042 Please Remit Payment To: Flagship Recreation 11123 Upper 33rd St. N Lake Elmo, MN 55042 Chanhassen, MN 55317 Ship To: Chanhassen Civic Playground 7700 Market Boulevard State Contract #218091 verify with Flagship prior to construction *Terms: Net 30 days; 1.5% finance charge on balances over 30 days Page 1 of 2 Poured In Place - Play Container subgrade must be approx 12" below finished elevation - GC must Compacted Class 5 Subgrade Base for PIP or Turf Surfacing (4"-6" Depth) Concrete Base for Mound or Sloped Surface (under PIP surface) Drain Tile & Installation (4" Corrugated Perforated Pipe w/ Sock) Concrete Flatwork Playground Installation by Landscape Structures Certified Installers Excavation & Site Work Special Equipment (Lull needed for Alpha Towers) Quotes from Flagship Recreation. are subject to current Flagship Recreation policies as well as Terms & Conditions, Inclusions & Exclusions outlined below unless noted otherwise on this quote. Changes are subject to price adjustment. Sales tax, if applicable, will be applied unless a tax-exempt certificate is provided at the time of order entry. Customer deposits, if required, must be received before orders will be entered & installation scheduled. Purchases in excess of $1,000.00 must be supported by a formal Purchase Order made out to Flagship Recreation Restoration Mobilization Dumpster - Disposal / Equipment Packing (30 Yard) Description Chanhassen Civic Playground,BW704CCP045874 - Aromatic Binder 24 Hr Site Security required during Installation & cure time. Cure times vary with weather and thickness - Averaging up to 3 days. Defects or damage due to trespass before sufficient cure time will not be covered by warranty. Flagship is not licensed for Security Services. jruegemer@chanhassenmn.gov 8/5/2025 8/15/2025 952.227.1129 Jerry Ruegemer City of Chanhassen 112 Accepted By (Print) Date:Signature: Purchase Amount:$255,086.88 Page 2 of 2 Acceptance of Quotation: Terms & Conditions Contract:Seller's Copy of signed quote represents the contract between Seller and Buyer. This form supersedes all previous communicationsand negotiations and constitutes the entire agreementbetween the parties. Any changes to this contract are not binding unless jointly agreed in writing via Change Order. Project Scope (This Section For Quotes Including Installation) Inclusions: •One Mobilization •Accepting & Unloading of Order Prior to Installation •Unpacking of Play Equipment •Assembly of Play Equipment •Placing, Digging or Surface Mounting Equipment (as specified) •Concrete for Play Equipment Footings •Standard Insurance Offer (Detail Provided Upon Request) •Standard Warranty Offer (Detail Provided Upon Request) •Standard Wage Rates Exclusions (Unless Specifically Quoted): •Storage or Security of Equipment •Private Utility Locates (irrigation, low voltage, lighting, etc.) •Additional Labor Due to Site Access. Require 8' Wide Clearance from Staging Area to Play Space. •Additional Labor and/or Related Costs Due to Subsurface Conditions (Rock, Hardpan, Heavy Clay, Ground Water, etc.) •Additional Labor and/or Related Costs Due to Working in Unstable Soils (Sand, Pea Rock, Mud, Poor Site Drainage, etc.) •Offsite Removal of Spoils From Footing Holes or Other Excavation. Can be stockpiled for owner removal or left in play space •Disposal of Packing Material. Can be Stockpiled for Owner Removal or Deposited in Owners Onsite Dumpster •Removal of Existing Play Equipment, Border or Safety Surfacing Material •Site Work of Any Kind. Exclusions include, site grading (owner to provide max slope of 1%), site restoration, drainage, etc. •Border for Play Space •Bonding of Any Type •Permitsof Any Kind 113 EQUIPMENT COLOR SIGN OFF Chanhassen Civic Playground INSERT PHOTO HERE Please sign below if you approve of the colors represented in the photo above. Equipment & PIP Colors As Rendered Above Customer Signature:__________________________________ Date: _________________ 114 Chanhassen Civic Playground 7700 Market Boulevard Chanhassen, MN 55317 2025 Qty Item No.Description Price Ext Price 1 307423A Folio Balance Climber DB $30,728.00 $30,728.00 1 307425A Forge Climber DB Only $26,591.00 $26,591.00 1 307432A Footprint Stepper 8" DB $428.00 $428.00 7 307433A Footprint Stepper 16" DB $444.00 $3,108.00 1 307434A Footprint Stepper 24" DB $464.00 $464.00 2 307436A Footprint Balance Beam DB $597.00 $1,194.00 2 307435A Footprint Wobble Bouncer DB $2,458.00 $4,916.00 1 307430A Focal Sensory Wall DB $18,656.00 $18,656.00 2 307431A Fox Den Hangouts DB Only $21,201.00 $42,402.00 1 307427A Forma Alpine Slide DB $31,120.00 $31,120.00 1 182503C Welcome Sign (LSI Provided) Ages 5-12 years Direct Bury $0.00 $0.00 1 226231A Alpha Tower $79,371.00 $79,371.00 1 248479A Crab Trap DB Only $91,183.00 $91,183.00 1 171539A Ramp Deck Extension DB 12"Dk $989.00 $989.00 2 111404H 92"Alum Post DB $377.00 $754.00 1 123331B Double Slide 40"Dk DB $2,815.00 $2,815.00 $334,719.00 EQUIPMENT INFORMATION & PRICING Total Equipment Cost at State Contract Pricing State Contract #218091 PROJECT INFORMATION Project name Address City, State ZIP Contract Year 115 116 117 118 119 120 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I III I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I IIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I I 9 8 76 10 IIIIIIIIIIIIIIIIIIIIIIIII I I I I I IIIIIIIIIIIIIIIDOMESTIC WATER SERVICE VERIFY LOCATION, SIZE, MATERIAL AND INVERT WITH MEP PLANS XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXBMP-01 BOTTOM: 979.48' HWL: 980.10' EOF: 979.80' G G GGG G G G G G G G G G g g g g Gin J Chanhassen Civic CenterSUBGRADE PREPARATION& SAFETY SURFACING7700 Market Blvd, Chanhassen, MN 55317SALES REPRESENTATIVE: Bailey Wolf DESIGNED BY: JLZT 2/18/25 1/8" = 1'-0" FLAGSHIP RECREATION 11123 UPPER 33RD ST N LAKE ELMO, MN 55082 763-550-7860 FLAGSHIPPLAY.COM @FLAGSHIPPLAY THIS PLAY AREA & PLAY EQUIPMENT IS DESIGNED FOR AGE RANGES AS NOTED ON PLAN. SHEET LG101 C:\Users\JaquiThunberg\Flagship Recreation\Flagship Recreation - Documents\2025 Planning\Bailey\Chanhassen-Civic Center\Playground Design\Chanhassen_CivicCenter071624.dwgPOURED-IN-PLACE DETAILS TOTAL AREA 6269 SF PIP BY CRITICAL FALL HEIGHTS SLOPED | 4' CFH PIP 396 FLAT | 6' CFH PIP 918 FLAT | 8' CFH PIP 2347 FLAT | 10' CFH PIP 1295 SLOPED | 12' CFH PIP 93 FLAT | 12' CFH PIP 1328 TOTAL PIP 6377 TOTAL PIP BUMPS | BASE BY FLAGSHIP 6 121 216034v1 1 NON-BID CONTRACT FOR PURCHASE OF GOODS AND SERVICES AGREEMENT made this 25th day of August, 2025, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation ("City") and Sawtooth Holding DBA, Flagship Recreation, a Minnesota corporation ("Contractor"). IN CONSIDERATION OF THEIR MUTUAL COVENANTS, THE PARTIES AGREE AS FOLLOWS: 1. 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 Agreement. B. Request for Proposal, dated August 25th, 2025. C. Contractor’s Quote dated August 25th, 2025. In the event of a conflict among the provisions of the Contract Documents, the order in which they are listed above shall control in resolving any such conflicts. Contract Document “A” has the first priority and Contract Document “C” has the last priority. 2. CONTRACTOR OBLIGATIONS. The Contractor shall provide the goods, services and perform the work in accordance with the Contract Documents (“Work”). Contractor shall provide all personnel, supervision, services, materials, tools, equipment and supplies and do all things necessary and ancillary thereto specified in the Contract Documents. This contract may be terminated by the City at any time upon discovery by the City that the Contractor or any of its subcontractors has submitted a false statement under oath verifying compliance with any of the minimum criteria set forth in Minn. Stat. §16C.285, Subdivision 3, the Responsible Contractor statute. 3. CONTRACTOR’S REPRESENTATIONS. A. Contractor has examined and carefully studied the Contract Documents and other related data identified in the Contract Documents. B. Contractor is familiar with and is satisfied as to all federal, state, and local Laws and Regulations that may affect cost, progress, and performance of the Work. C. Contractor has given City written notice of all conflicts, errors, ambiguities, or discrepancies that Contractor has discovered in the Contract Documents, and the written resolution thereof by City is acceptable to Contractor. D. The Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. 122 216034v1 2 4. COMPENSATION. Contractor shall be paid by the City for the goods and services described in Paragraph 2 in accordance with the Quote, but not to exceed $564,828.36 for playground equipment, poured in place surface, playground installation and site work which is inclusive of reimbursable expenses. The fee shall not be adjusted even if the estimated number of hours to perform a task, or any other estimate, assumption or matter is wrong or exceeded. Payment shall be made periodically after a service has been completed and within thirty-five (35) days of receipt of an invoice. 5. COMPLETION DATE. The Contractor shall complete the Work on or before August 1st , 2026. 6. WARRANTY. The Contractor shall be held responsible for any and all defects in workmanship and materials and upon notification by the City shall immediately replace or repair the defective workmanship and materials without cost to the City. The Contractor warrants that only new unused materials will be used. The Contractor further warrants to the City that all materials and services furnished under the Contract will be in conformance with Contract Documents and that the goods are of merchantable quality and are fit for the use for which they are sold. These warranties are in addition to any manufacturer's standard warranty, and any warranty provided by law. 7. RIGHTS AND REMEDIES. A. The duties and obligations imposed by the Contract Documents, and the rights and remedies available thereunder shall be in addition to, and not a limitation of, any duties, obligations, rights and remedies otherwise imposed or available by law. B. No action, or failure to act, by the City or the Contractor shall constitute a waiver of any right or duty afforded any of them under the Contract, nor shall any such action or failure to act constitute an approval of, or acquiescence in, any breach there under, except as may be specifically agreed in writing. 8. CHANGES TO WORK. Without invalidating the Contract, the City may, at any time, or from time to time, order additions, deletions or revisions in the work provided under this Agreement; these will be authorized by an amendment to the Contract. Upon approval of an amendment, Contractor shall proceed with the work provided under the amendment. Changes in the Contract Price shall be based upon the prices identified in the Quote provided or negotiated between the parties based on similar work provided in the Proposal. 9. UNAUTHORIZED WORK. Additional work performed without authorization of an amendment of this Contract will not entitle Contractor to an increase in the Compensation or an extension of the Contract. 10. DOCUMENTS. The City shall be the owner of all documents, reports, studies, analysis and the like prepared by the Contractor in conjunction with this contract. 11. COMPLIANCE WITH LAWS AND REGULATIONS. In providing services hereunder, Contractor shall abide by all statutes, ordinances, rules and regulations pertaining to the provisions of goods and services to be provided. 123 216034v1 3 12. STANDARD OF CARE. Contractor shall exercise the same degrees of care, skill, and diligence in the performance of the services as is ordinarily possessed and exercised by a professional Contractor 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 Contractor’s services. 13. INDEMNIFICATION. To the fullest extent permitted by law, Contractor agrees to defend, indemnify and hold harmless the City, and its employees, officials, and agents from and against all claims, actions, damages, losses and expenses, including reasonable attorney fees, arising out of Contractor’s negligence or its performance or failure to perform its obligations under this Contract. Contractor’s indemnification obligation shall apply to subcontractor(s), or anyone directly or indirectly employed or hired by Contractor, or anyone for whose acts Contractor may be liable. Contractor agrees this indemnity obligation shall survive the completion or termination of this Contract. 14. INSURANCE. Prior to the start of the project, Contractor shall furnish to the City a certificate of insurance showing proof of the required insurance required under this Paragraph. Contractor shall take out and maintain or cause to be taken out and maintained until six (6) months after the City has accepted the public improvements, such insurance as shall protect Contractor and the City for work covered by the Contract including workers’ compensation claims and property damage, bodily and personal injury which may arise from operations under this Contract, whether such operations are by Contractor or anyone directly or indirectly employed by either of them. The minimum amounts of insurance shall be as follows: Commercial General Liability (or in combination with an umbrella policy) $2,000,000 Each Occurrence $2,000,000 Products/Completed Operations Aggregate $2,000,000 Annual Aggregate The following coverages shall be included: Premises and Operations Bodily Injury and Property Damage Personal and Advertising Injury Blanket Contractual Liability Products and Completed Operations Liability Automobile Liability $2,000,000 Combined Single Limit – Bodily Injury & Property Damage Including Owned, Hired & Non-Owned Automobiles Workers Compensation Workers’ Compensation insurance in accordance with the statutory requirements of the State of Minnesota, including Employer’s Liability with minimum limits are as follows: $500,000 – Bodily Injury by Disease per employee $500,000 – Bodily Injury by Disease aggregate $500,000 – Bodily Injury by Accident The Contractor’s insurance must be “Primary and Non-Contributory”. 124 216034v1 4 All insurance policies (or riders) required by this Contract shall be (i) taken out by and maintained with responsible insurance companies organized under the laws of one of the states of the United States and qualified to do business in the State of Minnesota, (ii) shall name the City, its employees and agents as additional insureds (CGL and umbrella only) by endorsement which shall be filed with the City. A copy of the endorsement must be submitted with the certificate of insurance. Contractor’s policies and Certificate of Insurance shall contain a provision that coverage afforded under the policies shall not be cancelled without at least thirty (30) days’ advanced written notice to the City, or ten (10) days’ notice for non-payment of premium. An Umbrella or Excess Liability insurance policy may be used to supplement Contractor’s policy limits on a follow-form basis to satisfy the full policy limits required by this Contract. 15. INDEPENDENT CONTRACTOR. The City hereby retains the Contractor as an independent contractor upon the terms and conditions set forth in this Agreement. The Contractor is not an employee of the City and is free to contract with other entities as provided herein. Contractor shall be responsible for selecting the means and methods of performing the work. Contractor shall furnish any and all supplies, equipment, and incidentals necessary for Contractor's performance under this Agreement. City and Contractor agree that Contractor shall not at any time or in any manner represent that Contractor or any of Contractor's agents or employees are in any manner agents or employees of the City. Contractor shall be exclusively responsible under this Agreement for Contractor'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. 16. SUBCONTRACTORS. Contractor shall not enter into subcontracts for services provided under this Agreement without the express written consent of the City. Contractor shall comply with Minnesota Statute § 471.425. Contractor must pay Subcontractor for all undisputed services provided by Subcontractor within ten days of Contractor’s receipt of payment from City. Contractor must pay interest of 1.5 percent per month or any part of a month to Subcontractor on any undisputed amount not paid on time to Subcontractor. The minimum monthly interest penalty payment for an unpaid balance of $100 or more is $10. 17. ASSIGNMENT. Neither party shall assign this Agreement, nor 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. 125 216034v1 5 20. CONTROLLING LAW. This Agreement shall be governed by and construed in accordance with the laws of the State of Minnesota. 21. COPYRIGHT. Contractor shall defend actions or claims charging infringement of any copyright or patent by reason of the use or adoption of any designs, drawings or specifications supplied by it, and it shall hold harmless the City from loss or damage resulting there from. 22. RECORDS/AUDIT. The Contractor shall maintain complete and accurate records of time and expense involved in the performance of services. Pursuant to Minnesota Statutes § 16C.05, Subd. 5, any books, records, documents, and accounting procedures and practices of City and Contractor relevant to the Agreement are subject to examination by City and Contactor, and either the Legislative Auditor or the State Auditor as appropriate. City and Contractor agree to maintain these records for a period of six years from the date of performance of all services covered under this Agreement. 23. MINNESOTA GOVERNMENT DATA PRACTICES ACT. Contractor 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 the Contractor pursuant to this Agreement. Contractor 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 Contractor receives a request to release data, Contractor must immediately notify City. City will give Contractor instructions concerning the release of the data to the requesting party before the data is released. Contractor agrees to defend, indemnify, and hold City, its officials, officers, agents, employees, and volunteers harmless from any claims resulting from Contractor’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. 24. TERMINATION. This Agreement may be terminated by City on two (2) days’ written notice delivered to Contractor at the address on file with the City. Upon termination under this provision if there is no fault of the Contractor, the Contractor shall be paid for goods and services rendered and reimbursable expenses until the effective date of termination. If the City terminates the Agreement because the Contractor has failed to perform in accordance with this Agreement, no further payment shall be made to the Contractor, and the City may retain another Contractor to undertake or complete the work identified in this Agreement. 126 216034v1 6 CITY OF CHANHASSEN By: Elise Ryan, Mayor And: Laurie Hokkanen, City Manager Dated: August 25th, 2025 By: Kelly Simich Its: Owner, President 127 City Council Item August 25, 2025 Item Approve an Encroachment Agreement between the City of Chanhassen and the property owner at 2630 Forest Avenue. File No.N/A Item No: D.9 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 identifying encroachments upon an existing public drainage and utility easement." Motion Type Simple Majority Vote of members present Strategic Priority Asset Management SUMMARY N/A BACKGROUND The property owners of 2630 Forest Avenue (Jacob Pomplun and Erin Olson) desire to memorialize encroachments (including a fire pit, deck, and patio) located within an existing public drainage and utility easement. The property is legally described as Lot 4, Block 1, Orchard Green. Since the improvements encroach within the easement that covers an active public utility, an Encroachment Agreement (EA) is needed to document that the property owner is fully responsible for any replacement of improvements due to city maintenance activities. DISCUSSION 128 The attached EA was drafted by the City Attorney's office and is signed by the property owner. Upon city approval and execution, the EA will be recorded against the property. BUDGET N/A RECOMMENDATION Staff recommends City Council approve the Encroachment Agreement. ATTACHMENTS 2630 Forest Ave -EA 8.25.25 129 (res erved fbr rer:ordinE inlbrnta.tion) ENCROACHMENT AGREEMENT AGREEMENT made this IV auv ot 2025, by and between the CITY OF CIIANIIASSEN, a Minnesota municipal corporation ("City"), and JACOB POMPLUN and ERIN OLSON, joint tenants, married to each other ("Owners"). 1. 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 ID No. 255760040 Lot 4, Block l, Orchard Green, Carver County, Minnesota, according to the recorded plat thereof. (Torrens Propertlt COT 38450.0) having a street address of 2630 Forest Avenue, Chanhassen, Minnesota 55331 ("Subject Property"). The City ownseasements for drainage and utility purposes over portions of the Subject Property ("Easement Areas"). Owners desire to construct or have constructed a fire pit, deck, and patio (collectively the "Improvements") on the Subject Property which encroach on the Easement Areas as depicted on the attached Exhibit "A". 1 236885v I 130 2. ENCROACHMENT AUTHORIZATION. The City hereby approves the encroachment of the lmprovements in its Easement Areas on the Subject Property subject to the conditions set form in this Agreement: . The City shall have no responsibility to maintain or repair the Improvements located within the Easement Areas. o The Improvements 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. r The Owners, their heirs, successors and assigns, are fully responsible and liable for any and all damage caused to the Improvements because of them being constructed in the City's Easement Areas. o The Owners of the Subject Property will own and maintain the Improvements. Further, Owners agree that the Improvements shall be constructed consistent with all applicable federal, state and local laws and regulations. 3. HOLD IIARMLESS AND INDEMNITY. In consideration of being allowed to encroach in the Easement Areas, Owners, for themselves, their heirs, successors and assigns, hereby agree to indemnify and hold the City harmless from any damage caused to the Subject Property, including the Improvements and removal of the Improvements in the Easement Areas, caused in whole or in part by the encroachment into the Easement Areas. 4. TERMINATION OF AGREEMENT. The City may terminate this Agreement at any time if it is reasonably necessary forthe City to occupy the Easement Areas for drainage or utility purposes and the Improvements are inconsistent with the City's use of the easement. Prior to termination, the City will give the then owner of the Subject Property thity (30) days advance written notice, except that no notice period will be required in the case of an emergency condition as determined solely by the City and this Agreement may then be terminated immediately. The property owner shall remove that portion of the Improvements to the extent it impacts the Easement Areas to the effective date of the termination of this Agreement. 2 23 6885v I 131 If the owner fails to do so, the City may remove the Improvements to the extent they impact the Easement Areas and charge the cost of removal back to the owner for reimbursement. 5. RECORDING. This Agreement shall run with the land and shall be recorded against the title to the Subject Property. lRemainder of page is intentionally l"ft blank. Signature pages follow.) J 236885v I 132 CITY OF CTIANHASSEN By (sEAL)Elise Ryan, Mayor And Laurie Hokkanen, City Manager STATE OF MINNESOTA COUNTY OF CARVER The foregoing 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 ) )ss. ) instrument was acknowledged before me this day of 2025,by Elise Ryan and by Laurie Hokkanen, respectively the Mayor 4 236885v I 133 The foregoing STATE OF MINNESOTA ) )ss. COUNTY PROPERTY OWNERS: Olson otary Public STATE OF MINNESOTA ) couNrY oFc6.rue/- ]" instrument was acknowledged before me this |QX' day of 2025,by Jacob Pomplun, spouse to Erin Olson. t 2025,by Erin DEEANN M. TRIETHART Notary Public-Minnesota My Commiaslon Expiias Jan. 31, 2029 to Jacob Pomplun. instrument was acknowledged before me this rzL day ofThe . foregoingf\ ^r \s+ 1-rc: DRAFTED BY: CAMPBELL KNUTSON, Profe ssio nal A sso c iatio n Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 Tclcphone: (65 I ) 452-5000 AMP/smt Notary 5 DEEANN M. TBIETHART Notary Publlc'Minnesota CommE8lon Exdr.3 Jan. 3l'My 236885v I .-d- 134 EXHIBIT*A" Page I .: s fi .u 4e #ats3r!u & t*4] * 5 i* 6 236885v I ':a:ata:t4i: t! i,.ri-l:'::!' .i:'i: . :::: 135 -7 EXHIBIT "A" PAgEZ S iRl,CILlRt: {}t, ltlR DLA}lElE{l PIPI 0r.]lfR L}NE r 0' D&r., E.4SElrtENr LlNri 'STRUCTUR' (N|5ET aENCE t"llti. i " 'il{SiDt PR$[}[:RIY LINI PROPEETY LINE FENCE OFFSET FROM STRUCTURE AND PIPING Udclu g o 8ao!Q SB EE!6cETIilo EeIr >E46 EE loEg EHt3 5a $E!E F& Cf.fSfT [i:Nr)[- 7 236885v I I I 136 City Council Item August 25, 2025 Item Award Construction Contract for the 2025 Trail and Parking Lot Improvement Project File No.ENG 25-13 Item No: D.10 Agenda Section CONSENT AGENDA Prepared By Kate Salihovic, Public Works Support Specialist Reviewed By Charlie Burke SUGGESTED ACTION The Chanhassen City Council adopts a resolution approving a Not-To-Exceed Contract of $119,462.03 to Northwest Asphalt, Inc., for the 2025 Trail and Parking Lot Improvement Project. Motion Type Simple Majority Vote of members present Strategic Priority Asset Management SUMMARY The 2025 Trail and Parking Lot Improvement Project includes multiple locations: Meadow Green Park - trail, parking lot, and basketball court Prairie Knoll Park - trail and basketball court The pavement in each of these locations has met its life expectancy and therefore are due for replacement. BACKGROUND N/A DISCUSSION 137 N/A BUDGET The Public Works Department solicited quotes for these improvement sites. Three quotes were returned with Northwest Asphalt, Inc being the low quote. Meadow Green Park Northwest Asphalt, Inc. $89,318.38 GMH Asphalt Corporation $146,686.60 Bituminous Roadways $96,188.00 Prairie Knoll Park Northwest Asphalt, Inc. $30,143.65 GMH Asphalt Corporation $64,412.85 Bituminous Roadways $37,771.00 The total project budget is $230,000, which is covered by the Transportation Infrastructure Management (TIM) Fund. $61.500 of trail fog sealing was previously awarded with the 2025 Street Sealcoating project. That scope has been amended to add $10,000 of additional trail. The remaining project budget is therefore $158,500. These two trail/parking lot projects total $119,462.03 and therefore is under our planned budget. Northwest Asphalt has routinely performed other paving work for the city, which has been completed to the city's satisfaction. RECOMMENDATION Staff recommends awarding a contract for the 2025 Trail and Parking Lot Improvement Project to Northwest Asphalt, Inc. ATTACHMENTS 2025 Trails Parking Lot CIP Quotes 2025 Contract 138 139 140 141 142 143 144 145 146 147 148 2025 Trails Parking Lot Contract.docx 1 NON-BID CONTRACT FOR PURCHASE OF GOODS AND SERVICES AGREEMENT made this 13th day of August 2025, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation ("City") and NORTHWEST ASPHALT, INC, a Minnesota Corporation ("Contractor"). IN CONSIDERATION OF THEIR MUTUAL COVENANTS, THE PARTIES AGREE AS FOLLOWS: 1. 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 Agreement. B. Request for Proposal, dated July 23rd, 2025. C. Contractor’s Quote dated August 8th, 2025. In the event of a conflict among the provisions of the Contract Documents, the order in which they are listed above shall control in resolving any such conflicts. Contract Document “A” has the first priority and Contract Document “C” has the last priority. 2. CONTRACTOR OBLIGATIONS. The Contractor shall provide the goods, services and perform the work in accordance with the Contract Documents (“Work”). Contractor shall provide all personnel, supervision, services, materials, tools, equipment and supplies and do all things necessary and ancillary thereto specified in the Contract Documents. 3. CONTRACTOR’S REPRESENTATIONS. A. Contractor has examined and carefully studied the Contract Documents and other related data identified in the Contract Documents. B. Contractor is familiar with and is satisfied as to all federal, state, and local Laws and Regulations that may affect cost, progress, and performance of the Work. C. Contractor has given City written notice of all conflicts, errors, ambiguities, or discrepancies that Contractor has discovered in the Contract Documents, and the written resolution thereof by City is acceptable to Contractor. D. The Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. 4. COMPENSATION. Contractor shall be paid by the City for the goods and services described in Paragraph 2 in accordance with the Quote, but not to exceed $119,462.03 which is inclusive of reimbursable expenses. The fee shall not be adjusted even if the estimated number of 149 2025 Trails Parking Lot Contract.docx 2 hours to perform a task, or any other estimate, assumption or matter is wrong or exceeded. Payment shall be made periodically after a service has been completed and within thirty-five (35) days of receipt of an invoice. 5. COMPLETION DATE. The Contractor shall complete the Work on or before November 21st, 2025. 6. WARRANTY. The Contractor shall be held responsible for any and all defects in workmanship and materials and upon notification by the City shall immediately replace or repair the defective workmanship and materials without cost to the City. The Contractor warrants that only new unused materials will be used. The Contractor further warrants to the City that all materials and services furnished under the Contract will be in conformance with Contract Documents and that the goods are of merchantable quality and are fit for the use for which they are sold. These warranties are in addition to any manufacturer's standard warranty, and any warranty provided by law. 7. RIGHTS AND REMEDIES. A. The duties and obligations imposed by the Contract Documents, and the rights and remedies available thereunder shall be in addition to, and not a limitation of, any duties, obligations, rights and remedies otherwise imposed or available by law. B. No action, or failure to act, by the City or the Contractor shall constitute a waiver of any right or duty afforded any of them under the Contract, nor shall any such action or failure to act constitute an approval of, or acquiescence in, any breach there under, except as may be specifically agreed in writing. 8. CHANGES TO WORK. Without invalidating the Contract, the City may, at any time, or from time to time, order additions, deletions or revisions in the work provided under this Agreement; these will be authorized by an amendment to the Contract. Upon approval of an amendment, Contractor shall proceed with the work provided under the amendment. Changes in the Contract Price shall be based upon the prices identified in the Quote provided or negotiated between the parties based on similar work provided in the Proposal. 9. UNAUTHORIZED WORK. Additional work performed without authorization of an amendment of this Contract will not entitle Contractor to an increase in the Compensation or an extension of the Contract. 10. DOCUMENTS. The City shall be the owner of all documents, reports, studies, analysis and the like prepared by the Contractor in conjunction with this contract. 11. COMPLIANCE WITH LAWS AND REGULATIONS. In providing services hereunder, Contractor shall abide by all statutes, ordinances, rules and regulations pertaining to the provisions of goods and services to be provided. This contract may be terminated by the City at any time upon discovery by the City that the Contractor or any of its subcontractors has submitted a false statement under oath verifying compliance with any of the minimum criteria set forth in Minn. Stat. §16C.285, Subdivision 3, the Responsible Contractor statute. 150 2025 Trails Parking Lot Contract.docx 3 12. STANDARD OF CARE. Contractor shall exercise the same degrees of care, skill, and diligence in the performance of the services as is ordinarily possessed and exercised by a professional Contractor 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 Contractor’s services. 13. INDEMNIFICATION. To the fullest extent permitted by law, Contractor agrees to defend, indemnify and hold harmless the City, and its employees, officials, and agents from and against all claims, actions, damages, losses and expenses, including reasonable attorney fees, arising out of Contractor’s negligence or its performance or failure to perform its obligations under this Contract. Contractor’s indemnification obligation shall apply to subcontractor(s), or anyone directly or indirectly employed or hired by Contractor, or anyone for whose acts Contractor may be liable. Contractor agrees this indemnity obligation shall survive the completion or termination of this Contract. 14. INSURANCE. Prior to the start of the project, Contractor shall furnish to the City a certificate of insurance showing proof of the required insurance required under this Paragraph. Contractor shall take out and maintain or cause to be taken out and maintained until six (6) months after the City has accepted the public improvements, such insurance as shall protect Contractor and the City for work covered by the Contract including workers’ compensation claims and property damage, bodily and personal injury which may arise from operations under this Contract, whether such operations are by Contractor or anyone directly or indirectly employed by either of them. The minimum amounts of insurance shall be as follows: Commercial General Liability (or in combination with an umbrella policy) $2,000,000 Each Occurrence $2,000,000 Products/Completed Operations Aggregate $2,000,000 Annual Aggregate The following coverages shall be included: Premises and Operations Bodily Injury and Property Damage Personal and Advertising Injury Blanket Contractual Liability Products and Completed Operations Liability Automobile Liability $2,000,000 Combined Single Limit – Bodily Injury & Property Damage Including Owned, Hired & Non-Owned Automobiles Workers Compensation Workers’ Compensation insurance in accordance with the statutory requirements of the State of Minnesota, including Employer’s Liability with minimum limits are as follows: $500,000 – Bodily Injury by Disease per employee $500,000 – Bodily Injury by Disease aggregate $500,000 – Bodily Injury by Accident 151 2025 Trails Parking Lot Contract.docx 4 The Contractor’s insurance must be “Primary and Non-Contributory”. All insurance policies (or riders) required by this Contract shall be (i) taken out by and maintained with responsible insurance companies organized under the laws of one of the states of the United States and qualified to do business in the State of Minnesota, (ii) shall name the City, its employees and agents as additional insureds (CGL and umbrella only) by endorsement which shall be filed with the City. A copy of the endorsement must be submitted with the certificate of insurance. Contractor’s policies and Certificate of Insurance shall contain a provision that coverage afforded under the policies shall not be cancelled without at least thirty (30) days’ advanced written notice to the City, or ten (10) days’ notice for non-payment of premium. An Umbrella or Excess Liability insurance policy may be used to supplement Contractor’s policy limits on a follow-form basis to satisfy the full policy limits required by this Contract. 15. INDEPENDENT CONTRACTOR. The City hereby retains the Contractor as an independent contractor upon the terms and conditions set forth in this Agreement. The Contractor is not an employee of the City and is free to contract with other entities as provided herein. Contractor shall be responsible for selecting the means and methods of performing the work. Contractor shall furnish any and all supplies, equipment, and incidentals necessary for Contractor's performance under this Agreement. City and Contractor agree that Contractor shall not at any time or in any manner represent that Contractor or any of Contractor's agents or employees are in any manner agents or employees of the City. Contractor shall be exclusively responsible under this Agreement for Contractor'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. 16. SUBCONTRACTORS. Contractor shall not enter into subcontracts for services provided under this Agreement without the express written consent of the City. Contractor shall comply with Minnesota Statute § 471.425. Contractor must pay Subcontractor for all undisputed services provided by Subcontractor within ten days of Contractor’s receipt of payment from City. Contractor must pay interest of 1.5 percent per month or any part of a month to Subcontractor on any undisputed amount not paid on time to Subcontractor. The minimum monthly interest penalty payment for an unpaid balance of $100 or more is $10. 17. ASSIGNMENT. Neither party shall assign this Agreement, nor 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. 152 2025 Trails Parking Lot Contract.docx 5 20. CONTROLLING LAW. This Agreement shall be governed by and construed in accordance with the laws of the State of Minnesota. 21. COPYRIGHT. Contractor shall defend actions or claims charging infringement of any copyright or patent by reason of the use or adoption of any designs, drawings or specifications supplied by it, and it shall hold harmless the City from loss or damage resulting there from. 22. RECORDS/AUDIT. The Contractor shall maintain complete and accurate records of time and expense involved in the performance of services. Pursuant to Minnesota Statutes § 16C.05, Subd. 5, any books, records, documents, and accounting procedures and practices of City and Contractor relevant to the Agreement are subject to examination by City and Contactor, and either the Legislative Auditor or the State Auditor as appropriate. City and Contractor agree to maintain these records for a period of six years from the date of performance of all services covered under this Agreement. 23. MINNESOTA GOVERNMENT DATA PRACTICES ACT. Contractor 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 the Contractor pursuant to this Agreement. Contractor 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 Contractor receives a request to release data, Contractor must immediately notify City. City will give Contractor instructions concerning the release of the data to the requesting party before the data is released. Contractor agrees to defend, indemnify, and hold City, its officials, officers, agents, employees, and volunteers harmless from any claims resulting from Contractor’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. 24. TERMINATION. This Agreement may be terminated by City on two (2) days’ written notice delivered to Contractor at the address on file with the City. Upon termination under this provision if there is no fault of the Contractor, the Contractor shall be paid for goods and services rendered and reimbursable expenses until the effective date of termination. If the City terminates the Agreement because the Contractor has failed to perform in accordance with this Agreement, no further payment shall be made to the Contractor, and the City may retain another Contractor to undertake or complete the work identified in this Agreement. 153 2025 Trails Parking Lot Contract.docx 6 Dated:__________________ CITY OF CHANHASSEN By: Elise Ryan, Mayor And: Laurie Hokkanen, City Manager Dated:__________________ NORTHWEST ASPHALT By: Title:______________________________________ 154 155 156 City Council Item August 25, 2025 Item Approve First Amendment to Development Contract, Avienda Townhomes File No.Item No: D.11 Agenda Section CONSENT AGENDA Prepared By Laurie Hokkanen, City Manager Reviewed By SUGGESTED ACTION Approve First Amendment to Development Contract, Avienda Townhomes Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY This item pertains to the city's purchase of a portion of the Avienda property. The obligations of the Developer under the Development Contract are not anticipated to be completed as of the closing of the Purchase Agreement (the “Closing Date”). Accordingly, the Parties desire to amend the Development Contract to provide that the Developer shall remain solely responsible for all obligations and responsibilities of the Developer notwithstanding the fact that the city has acquired a portion of the property. BACKGROUND A draft document reviewed and approved by Will Elliott, Dorsey & Whitney LLP, is attached. DISCUSSION BUDGET 157 RECOMMENDATION ATTACHMENTS Amendment to 2021 Development Contract City of Chanhassen - Level 7 Development LLC Amendment to 2022 Development Contract City of Chanhassen - Level 7 Development LLC 158 1 FIRST AMENDMENT TO DEVELOPMENT CONTRACT (Developer Installed Improvements) AVIENDA TOWNHOMES This First Amendment to Development Contract (“Amendment”) is executed this ____day of ___________, 2025, by and between the City of Chanhassen, a Minnesota municipal corporation (the “City”); and Level 7 Development, LLC, a Minnesota limited liability company (“Developer”). The City and the Developer shall hereinafter be referred to as the “Parties.” WHEREAS, the City Council of the City is the official governing body of the City; and WHEREAS, Developer is the fee owner of certain real property legally described on Exhibit A (the “Property”); and WHEREAS, the Property is subject to that certain Development Contract dated July 12, 2021, and recorded on October 28, 2021, as Document No. A735994 (the “Development Contract”); and WHEREAS, the Development Contract runs with the Property until terminated and is binding upon the successors and assigns of the Developer; and WHEREAS, Developer and the City have entered into that certain Purchase Agreement dated May 5, 2025, as amended (the “Purchase Agreement”), pursuant to which the Developer will sell to City, and the City will purchase from the Developer, a portion of the Property as further described in the Purchase Agreement; and WHEREAS, the obligations of the Developer under the Development Contract are not anticipated to be completed as of the closing of the Purchase Agreement (the “Closing Date”). Accordingly, the Parties desire to amend the Development Contract to provide that the Developer shall remain solely responsible for all obligations and responsibilities of the Developer notwithstanding the fact that the City has acquired a portion of the Property. 159 2 NOW, THEREFORE, it is hereby agreed by and between the Parties as follows: 1. Notwithstanding any provision set forth in the Development Contract to the contrary, the Developer shall remain solely liable for all obligations, responsibilities, and covenants of the Developer under the Development Contract, including those arising before or after the Closing Date; and the City shall not assume, and shall have no responsibility for, any such obligations of the Developer as a result of its acquisition of a portion of the Property. 2. This Agreement shall run with the Property until terminated by agreement of the Parties or expiration pursuant to the terms of the Development Contract and shall be binding upon the successors and assigns of the Developer. 3. This Amendment will be governed by and construed in accordance with the laws of Minnesota, without giving effect to otherwise applicable principles of conflicts of law. 4. This Amendment may be executed in any number of counterparts. All such counterparts will be deemed to be originals and will together constitute but one and the same instrument. 5. Except as amended in this Amendment, all of the provisions, covenants, terms and conditions of the Development Contract shall remain unaltered and in full force and effect. [Signature pages to follow.] 160 3 IN WITNESS WHEREOF, the Parties hereto have executed this Amendment on the date and year first above written. CITY OF CHANHASSEN, a Minnesota municipal corporation By: Its: Mayor By: Its: Clerk APPROVED AS TO CONTENT: By: City Planner APPROVED AS TO FORM: By: City Attorney STATE OF MINNESOTA ) ) ss COUNTY OF DAKOTA ) On this _______________day of ________________2025 before me a Notary Public within and for said County personally appeared _______________ and _________________to me personally known, who being each by me duly sworn, each did say that they are respectively the Mayor and Clerk of the City of Chanhassen, the municipality named in the foregoing instrument, and that the seal affixed in behalf of said municipality by authority of its City Council and said Mayor and City Clerk acknowledged said instrument to be the free act and deed of said municipality. Notary Public 161 4 LEVEL 7 DEVELOPMENT, LLC, a Minnesota limited liability company By: Its: STATE OF ) ) ss COUNTY OF ) The foregoing instrument was acknowledged before me this ___________day of ________________, 2025, by ______________________, the _________________of Level 7 Development, LLC, a Minnesota limited liability company on behalf of the limited liability company. Notary Public 162 1 FIRST AMENDMENT TO DEVELOPMENT CONTRACT (Developer Installed Improvements) AVIENDA TOWNHOMES This First Amendment to Development Contract (“Amendment”) is executed this ____day of ___________, 2025, by and between the City of Chanhassen, a Minnesota municipal corporation (the “City”); and Level 7 Development, LLC, a Minnesota limited liability company (“Developer”). The City and the Developer shall hereinafter be referred to as the “Parties.” WHEREAS, the City Council of the City is the official governing body of the City; and WHEREAS, Developer is the fee owner of certain real property legally described on Exhibit A (the “Property”); and WHEREAS, the Property is subject to that certain Development Contract dated October 24, 2022, and recorded on December 29, 2022, as Document No. A756032 (the “Development Contract”); and WHEREAS, the Development Contract runs with the Property until terminated and is binding upon the successors and assigns of the Developer; and WHEREAS, Developer and the City have entered into that certain Purchase Agreement dated May 5, 2025, as amended (the “Purchase Agreement”), pursuant to which the Developer will sell to City, and the City will purchase from the Developer, a portion of the Property as further described in the Purchase Agreement; and WHEREAS, the obligations of the Developer under the Development Contract are not anticipated to be completed as of the closing of the Purchase Agreement (the “Closing Date”). Accordingly, the Parties desire to amend the Development Contract to provide that the Developer shall remain solely responsible for all obligations and responsibilities of the Developer notwithstanding the fact that the City has acquired a portion of the Property. 163 2 NOW, THEREFORE, it is hereby agreed by and between the Parties as follows: 1. Notwithstanding any provision set forth in the Development Contract to the contrary, the Developer shall remain solely liable for all obligations, responsibilities, and covenants of the Developer under the Development Contract, including those arising before or after the Closing Date; and the City shall not assume, and shall have no responsibility for, any such obligations of the Developer as a result of its acquisition of a portion of the Property. 2. This Agreement shall run with the Property until terminated by agreement of the Parties or expiration pursuant to the terms of the Development Contract and shall be binding upon the successors and assigns of the Developer. 3. This Amendment will be governed by and construed in accordance with the laws of Minnesota, without giving effect to otherwise applicable principles of conflicts of law. 4. This Amendment may be executed in any number of counterparts. All such counterparts will be deemed to be originals and will together constitute but one and the same instrument. 5. Except as amended in this Amendment, all of the provisions, covenants, terms and conditions of the Development Contract shall remain unaltered and in full force and effect. [Signature pages to follow.] 164 3 IN WITNESS WHEREOF, the Parties hereto have executed this Amendment on the date and year first above written. CITY OF CHANHASSEN, a Minnesota municipal corporation By: Its: Mayor By: Its: Clerk APPROVED AS TO CONTENT: By: City Planner APPROVED AS TO FORM: By: City Attorney STATE OF MINNESOTA ) ) ss COUNTY OF DAKOTA ) On this _______________day of ________________2025 before me a Notary Public within and for said County personally appeared _______________ and _________________to me personally known, who being each by me duly sworn, each did say that they are respectively the Mayor and Clerk of the City of Chanhassen, the municipality named in the foregoing instrument, and that the seal affixed in behalf of said municipality by authority of its City Council and said Mayor and City Clerk acknowledged said instrument to be the free act and deed of said municipality. Notary Public 165 4 LEVEL 7 DEVELOPMENT, LLC, a Minnesota limited liability company By: Its: STATE OF ) ) ss COUNTY OF ) The foregoing instrument was acknowledged before me this ___________day of ________________, 2025, by ______________________, the _________________of Level 7 Development, LLC, a Minnesota limited liability company on behalf of the limited liability company. Notary Public 166 City Council Item August 25, 2025 Item Approve Second Amendment to Avienda Declaration of Reciprocal Easements and Operating Agreement File No.Item No: D.12 Agenda Section CONSENT AGENDA Prepared By Laurie Hokkanen, City Manager Reviewed By Laurie Hokkanen SUGGESTED ACTION "The Chanhassen City Council approves the second amendment to the Avienda Declaration of Reciprocal Easements and Operating Agreement." Motion Type Simple Majority Vote of members present Strategic Priority Development & Redevelopment SUMMARY BACKGROUND On May 5, 2025 the Chanhassen City Council approved a Purchase Agreement to acquire 13.1 acres in the Avienda development at Powers and Hwy 212 to build the facility. The property is a portion of PID 25-0960440, which is currently an Outlot. The Purchase Agreement calls for the city to close by September 4, 2025. A condition of that Purchase Agreement is to execute an amendment to the Avienda Declaration of Reciprocal Easements and Operating Agreement. A Declaration of Reciprocal Easements and Operating Agreement (often called a REA) is a type of legal document used mostly in commercial real estate developments—like shopping centers, office parks, or mixed-use sites. In laymans terms, it is basically a set of rules and agreements between different property owners who share a site. It can be thought of like a "homeowners’ association" 167 agreement, but for commercial properties. The REOA covers items such as: cost obligations, insurance requirements, permitted uses, default remedies, and shared access. DISCUSSION The city is represented by Dorsey & Whitney on this matter. The REAO amendment has been reviewed by Will Elliott of Dorsey & Whitney. BUDGET RECOMMENDATION ATTACHMENTS Second Amendment to Avienda REOA 168 1 865071\00005\4928-7080-0735\3 SECOND AMENDMENT TO AVIENDA DECLARATION OF RECIPROCAL EASEMENTS AND OPERATING AGREEMENT THIS SECOND AMENDMENT TO AVIENDA DECLARATION OF RECIPROCAL EASEMENTS AND OPERATING AGREEMENT (the “Amendment”) is made as of the ____ day of _____________, 2025, and is made by LEVEL 7 DEVELOPMENT, LLC, a Minnesota limited liability company (“Operator”). W I T N E S S E T H: WHEREAS, certain real property located in the City of Chanhassen, Carver County, Minnesota is subject to the Avienda Declaration of Reciprocal Easements and Operating Agreement dated December 29, 2022 and recorded in the office of the Carver County Recorder on December 29, 2022 as Document No. A756037, as amended by First Amendment to Avienda Declaration of Reciprocal Easements and Operating Agreement dated May 21, 2025 and recorded in the office of the Carver County Recorder on May 22, 2025 as Document No. A786585 (collectively, the “REOA”), which real property is described on Exhibit “A” to the REOA and referenced as the “Property”; and WHEREAS, the Operator is the “Operator” under the REOA; and WHEREAS, under Sections 6.1(a)(ix) and 7.5(b) of the REOA provide that, without the need for any consent, signature, or approval of any other Owner or any First Mortgagee, the Operator has the power and authority to execute an Operator Amendment to revise the definition of Property, to reference Lots by legal descriptions, and to designate Lots as Medium Density Residential Lots and Non-Residential Lots on Exhibit A of the REOA; and WHEREAS, Outlot E, AVIENDA TOWNHOMES, Carver County, Minnesota has been replatted by the plat of CHANHASSEN BLUFFS recorded with the Carver County Recorder; WHEREAS, a portion of CHANHASSEN BLUFFS is being developed as a Community Center Lot (as hereinafter defined); WHEREAS, Section 7.5 of the REOA provides that other amendments to the REOA 169 2 865071\00005\4928-7080-0735\3 require the written consent of (1) the Operator, plus (2) at least fifty percent (50%) of the total voting power of all Owners; WHEREAS, in addition to the Operator, the other current Owners, pursuant to Section 1.24 of the REOA, consist of (i) Avienda Villas II Association, a Minnesota nonprofit corporation, the Homeowners Association for Avienda Villas II, (ii) Avienda Villas I Association, a Minnesota nonprofit corporation, the Homeowners Association for Avienda Villas I, and (iii) The Terraces at Avienda Village Association, a Minnesota nonprofit corporation, the Homeowners Association for The Terraces at Avienda Village, all of which Owners have consented to this Amendment as evidenced by consents attached to this instrument and which Owners along with Operator) constitute one hundred percent (100%) of the total voting power of all current Owners. NOW, THEREFORE, the Operator, with the attached consents of other Owners, does hereby execute this Amendment and does hereby amend and modify the REOA as follows: 1. The Property. Exhibit “A” attached to this Amendment is hereby substituted for the Exhibit “A” attached to the REOA. 2. Community Center Lot Definition. A new Section 1.3.a. is added as follows: 1.3.a. Community Center Lot. The phrase “Community Center Lot” shall mean the Lot developed and used for community center purposes and designated as a “Community Center Lot” on Exhibit “A”. By way of clarification, Lot 1, Block 1; CHANHASSEN BLUFFS, Carver County, Minnesota has been designated as the Community Center Lot. 3. Definition of Lot. Section 1.11 is hereby amended to read as follows: 1.11 Lot. The term “Lot” shall mean a separately subdivided parcel of land within the Property other than any individual single-family residences, villa, townhome, row home, or other residence or common elements contained within a Medium Density Residential Lot. All Lots shall constitute one (and not more than one) of the following: a Non- Residential Lot, a Medium Density Residential Lot, a High Density Residential Lot, a Mixed Use Lot, or a Community Center Lot. 4. Cross-Access Easements Over Lot 1, Block 1 and Outlots A, B, and C, CHANHASSEN BLUFFS, Carver County, Minnesota. A new Section 2.5 is added as follows: 2.5. Cross-Access Easements Over Lot 1, Block 1 and Outlots A, B, and C, CHANHASSEN BLUFFS, Carver County, Minnesota. Declarant hereby declares perpetual mutual, cross-access easements over Lot 1, Block 1 and Outlots A, B, and C, CHANHASSEN BLUFFS, Carver County, Minnesota, to provide access to and from Bluff Creek Boulevard, on and over such driveways as may exist from time to time. Operator shall have a temporary easement to construct such driveways at Operator’s sole expense. 170 3 865071\00005\4928-7080-0735\3 5. Permitted Uses on the Community Center Lot. A new Section 5.1(j) is added as follows: (j) Permitted Uses on the Community Center Lot. Notwithstanding any contrary provision contained in this REOA, the following uses are permitted on the Community Center Lot: o Community center o Physical therapy o Medical office o Restaurant/bar o Non-chain, non-drive-through coffee shop o Concessions o Dance/fitness o Sports training and sport courts o Sporting goods retail o Pool/aquatic center (indoor or outdoor) o Fire/police station or other municipal facility. 6. Certain References to Medium Density Residential Lot shall also refer to the Community Center Lot. References to a “Medium Density Residential Lot” in Sections 1.3 (definition of Common Area), 1.18 (definition of Non-Residential Lot), 2.1(d) (parking), 3.1 (construction requirements), 3.3(c) (delegation of approval rights regarding Improvements), 4.1(d)(i)-(ii) (limitation of Common Area Expenses to Operator-Installed ROW Amenities), 4.2(d) (maintenance of lighting, landscaping, irrigation, sidewalks, signage, artwork, recreational areas and open spaces on such Lot), 4.2(e) (second sentence) (maintenance of common elements and features), 5.1(h) (imposition of restrictions and exclusives), and 5.3 (insurance) shall be deemed to also refer to the Community Center Lot; provided, however, that with respect to the Community Center Lot, references in such provisions to the Homeowners Association shall be deemed to refer to the Owner of the Community Center Lot and references to the HOA Declaration shall be disregarded. 7. Provisions of the REOA Directly Applicable to the Owner of the Community Center Lot. A new Section 7.19 is added as follows: “7.19 REOA Amendments Applicable to the Owner of the Community Center Lot Only. This Section 7.19 of this REOA is applicable to the Community Center Lot only. In the event of a conflict between the terms of this Section 7.19 and the other provisions of this REOA, the terms of this Section 7.19 shall prevail. a) Construction. The following provisions of Article 3 of this REOA are hereby deemed inapplicable to the Community Center Lot, but only so long as the Community Center Lot is owned and operated by the City of Chanhassen or a related public entity: Second sentence of Section 3.1(d) (Operator notice and consent for staging areas), 3.2 (Operator consent for Common Area Improvements), 3.3(a) (Operator review and consent of Plans), and Section 3.3(b) (required construction completion timing). 171 4 865071\00005\4928-7080-0735\3 b) Maintenance, Repair and Replacement. The following section of Article 4 of this REOA is hereby deemed inapplicable to the Community Center Lot: Section 4.2(c) (maintenance requirements prior to completion of construction). c) Signs. With respect to the Community Center Lot only, Section 5.2 of this REOA is hereby deemed inapplicable in its entirety and the following shall be applicable, but only so long as the Community Center Lot is owned and operated by the City of Chanhassen or a related public entity:: “The Owner of the Community Center Lot shall be permitted to install freestanding signs and signs on the exterior of a Building on the Community Center Lot, provided all such signage complies with all applicable Governmental Regulations. The Owner of Community Center Lot shall be responsible, at its expense, for all such signage’s operation, maintenance, repair and replacement on a first class basis. Notwithstanding anything above to the contrary, the Owner of Community Center Lot shall be permitted to place directional signs or informational signs that are required by Governmental Regulations ( e.g., signs designating spaces for handicapped parking), the temporary display of leasing information and the temporary erection of one sign identifying each contractor working on a construction job.” d) Insurance. With respect to the Community Center Lot only, but only so long as the Community Center Lot is owned and operated by the City of Chanhassen or a related public entity: a. Section 5.3(b) of this REOA is hereby deemed inapplicable in its entirety and the following shall be applicable: “The Owner of the Community Center Lot (as to its Lot only) shall maintain or cause to be maintained in full force and effect Commercial General Liability Insurance for personal injury or property damage as statutorily-required.” b. Nothing in Section 5.3(c) of this REOA waives the rights of the Owner of the Community Center Lot under the Minnesota Municipal Torts Claim Act. c. Section 5.3(d) of this REOA is hereby deemed inapplicable in its entirety. d. Section 5.3(g) of this REOA is hereby deemed inapplicable in its entirety. e) Default. With respect to the Community Center Lot only, Section 7.1(b) of this REOA is hereby deemed inapplicable in its entirety and the following shall be applicable: “With respect to any default under Section 7(a)(ii) above, either the Operator or the Owner of the Community Center Lot (each, in such capacity, the “Non-Defaulting Party”) shall have the right, but not the obligation, to cure such default by the payment of money or the performance of some other action for the 172 5 865071\00005\4928-7080-0735\3 account and at the expense of the party in default (the “Defaulting Party”); provided, however, that if the default constitutes an unsafe or emergency condition, the Non-Defaulting Party, acting in good faith, shall have the right to cure such default upon such advance notice as is reasonably possible under the circumstances or, if necessary, without advance notice, so long as notice is given as soon as reasonabl y possible thereafter. To effectuate any such cure, the Non-Defaulting Party shall have the right to enter upon the Lot of the Defaulting Party (but not into any Building) to perform any necessary work or furnish any necessary materials or services to cure the default. Each Party shall be responsible for the default of its Permittees. In the event the Non-Defaulting Party cures a default, the Defaulting Party shall reimburse the Non-Defaulting Party for all costs and expenses incurred in connection with such curative action, plus interest as provided herein, within ten (10) days of receipt of demand, together with reasonable documentation supporting the expenditures made.” f) Limitation of Liability. With respect to the Community Center Lot only, Section 7.15 is hereby deemed inapplicable. g) Adjustment of Amounts. With respect to the Community Center Lot only, Section 7.16 is hereby deemed inapplicable. h) Common Area Maintenance; Self-Performed Services. For the avoidance of doubt, it is hereby agreed that (a) no portion of the Community Center Lot shall be deemed a Common Area under this REOA and the Community Center Lot shall have no benefit of or right to use the Common Area under this REOA, (b) the Owner of the Community Center Lot shall have no obligation to pay Common Area Maintenance Costs other than the Operator-Installed ROW Amenities Maintenance Costs, and (c) the Owner of the Community Center Lot shall be solely responsible for directly performing and paying the costs of all services relating to the common area located on the Community Center Lot to the extent such services would otherwise be performed by the Operator under this REOA with respect to the Common Areas. To the extent any provision of this REOA is inconsistent with or conflicts with the intent of this Section 7.19(h), such provision shall be interpreted and applied in a manner that gives full effect to the intent of this Section 7.19(h). 8. Correction of Scrivener’s Error. Section 7.6 of the REOA is hereby deleted in its entirety and replaced with the following: “7.6 Legal Fees. In the event Legal action is instituted by any Owner or the Operator to enforce the terms and provisions of this REOA or arising out of the execution of this REOA, the prevailing Owner or Operator, as the case may be, shall be entitled to receive from the non-prevailing Owner or Operator reasonable attorneys' fees and costs of litigation.” 9. Definitions. All capitalized terms in this Amendment not otherwise defined 173 6 865071\00005\4928-7080-0735\3 herein shall have the meaning ascribed to them in the REOA. 10. No Other Changes. Except as specifically provided in this Amendment, the REOA remains unchanged and in full force and effect. [The remainder of this page is intentionally left blank.] 174 7 865071\00005\4928-7080-0735\3 [Signature Page to Second Amendment to Avienda Declaration of Reciprocal Easements and Operating Agreement] IN WITNESS WHEREOF, the Operator has executed this Second Amendment to Avienda Declaration of Reciprocal Easements and Operating Agreement. OPERATOR: LEVEL 7 DEVELOPMENT, LLC, a Minnesota limited liability company By: Bahram Akradi Its President STATE OF MINNESOTA ) ) SS. COUNTY OF CARVER ) The foregoing instrument was acknowledged before me this _____ day of ____________, 2025, by Bahram Akradi, the President of Level 7 Development, LLC, a Minnesota limited liability company, on behalf of the limited liability company. Notary Public THIS INSTRUMENT DRAFTED BY: Kennedy & Graven, Chartered (LMW) 150 South 5th Street Suite 700 Minneapolis, Minnesota 55402 Phone: (612) 337-9300 AK105-32A 175 8 865071\00005\4928-7080-0735\3 MORTGAGE HOLDER CONSENT TO AND JOINDER IN SECOND AMENDMENT TO AVIENDA DECLARATION OF RECIPROCAL EASEMENTS AND OPERATING AGREEMENT THIS CONSENT TO AND JOINDER IN SECOND AMENDMENT TO AVIENDA DECLARATION OF RECIPROCAL EASEMENTS AND OPERATING AGREEMENT, made this _______ day of ____________, 2025, is granted by TRADITION CAPITAL BANK, a Minnesota banking corporation. For One Dollar and other good and sufficient consideration, in hand received, Tradition Capital Bank, which holds a Combination Mortgage, Assignment of Leases and Rents, Security Agreement and Fixture Financing Statement dated July 1, 2021, recorded July 2, 2021, as Document No. A728034, executed by Level 7 Development, LLC, a Minnesota limited liability company, as amended, on the property legally described in the foregoing Second Amendment to Avienda Declaration of Reciprocal Easements and Operating Agreement, hereby consents to and joins in the foregoing Second Amendment to Avienda Declaration of Reciprocal Easements and Operating Agreement and agrees to be bound by all the terms and conditions contained therein. TRADITION CAPITAL BANK By: Patrick Kasid, Senior Vice President STATE OF MINNESOTA ) )ss. COUNTY OF __________ ) The foregoing instrument was acknowledged before me this _____ day of ______________, 2025, by Patrick Kasid, the Senior Vice President of Tradition Capital Bank, a Minnesota banking corporation, on behalf of said entity. ___________________________________ Notary Public 176 9 865071\00005\4928-7080-0735\3 AVIENDA VILLAS II ASSOCIATION CONSENT TO SECOND AMENDMENT TO AVIENDA DECLARATION OF RECIPROCAL EASEMENTS AND OPERATING AGREEMENT THIS CONSENT TO SECOND AMENDMENT TO AVIENDA DECLARATION OF RECIPROCAL EASEMENTS AND OPERATING AGREEMENT, made this _______ day of ____________, 2025, is granted by Avienda Villas II Association, a Minnesota nonprofit corporation, the Homeowners Association for Avienda Villas II. Avienda Villas II Association, a Minnesota nonprofit corporation, the Homeowners Association for Avienda Villas II, hereby consents to the foregoing Second Amendment to Avienda Declaration of Reciprocal Easements and Operating Agreement. AVIENDA VILLAS II ASSOCIATION By: Its: _________________________________ STATE OF MINNESOTA ) )ss. COUNTY OF __________ ) The foregoing instrument was acknowledged before me this _____ day of ______________, 2025, by _________________, the President of Avienda Villas II Association, a Minnesota nonprofit corporation, on behalf of said entity. ___________________________________ Notary Public 177 10 865071\00005\4928-7080-0735\3 AVIENDA VILLAS I ASSOCIATION CONSENT TO SECOND AMENDMENT TO AVIENDA DECLARATION OF RECIPROCAL EASEMENTS AND OPERATING AGREEMENT THIS CONSENT TO SECOND AMENDMENT TO AVIENDA DECLARATION OF RECIPROCAL EASEMENTS AND OPERATING AGREEMENT, made this _______ day of ____________, 2025, is granted by Avienda Villas I Association, a Minnesota nonprofit corporation, the Homeowners Association for Avienda Villas I. Avienda Villas I Association, a Minnesota nonprofit corporation, the Homeowners Association for Avienda Villas I, hereby consents to the foregoing Second Amendment to Avienda Declaration of Reciprocal Easements and Operating Agreement. AVIENDA VILLAS I ASSOCIATION By: Its: _________________________________ STATE OF MINNESOTA ) )ss. COUNTY OF __________ ) The foregoing instrument was acknowledged before me this _____ day of ______________, 2025, by _________________, the President of Avienda Villas I Association, a Minnesota nonprofit corporation, on behalf of said entity. ___________________________________ Notary Public 178 11 865071\00005\4928-7080-0735\3 THE TERRACES AT AVIENDA VILLAGE ASSOCIATION CONSENT TO SECOND AMENDMENT TO AVIENDA DECLARATION OF RECIPROCAL EASEMENTS AND OPERATING AGREEMENT THIS CONSENT TO SECOND AMENDMENT TO AVIENDA DECLARATION OF RECIPROCAL EASEMENTS AND OPERATING AGREEMENT, made this _______ day of ____________, 2025, is granted by The Terraces at Avienda Village Association, a Minnesota nonprofit corporation, the Homeowners Association for The Terraces at Avienda Village. The Terraces at Avienda Village Association, a Minnesota nonprofit corporation, the Homeowners Association for The Terraces at Avienda Village, hereby consents to the foregoing Second Amendment to Avienda Declaration of Reciprocal Easements and Operating Agreement. THE TERRACES AT AVIENDA VILLAGE ASSOCIATION By: Its: _________________________________ STATE OF MINNESOTA ) )ss. COUNTY OF __________ ) The foregoing instrument was acknowledged before me this _____ day of ______________, 2025, by _________________, the President of The Terraces at Avienda Village Association, a Minnesota nonprofit corporation, on behalf of said entity. ___________________________________ Notary Public 179 865071\00005\4928-7080-0735\3 EXHIBIT “A” LEGAL DESCRIPTION OF THE PROPERTY AND DESIGNATION OF NON- RESIDENTIAL LOT, MEDIUM DENSITY RESIDENTIAL LOT, HIGH RESIDENTIAL DENSITY LOT, MIXED USE LOT, AND COMMUNITY CENTER LOT The “Property” Lot 1, Block 1; Outlots A, B, and C, CHANHASSEN BLUFFS, Carver County, Minnesota. Note for Information Purposes: Outlot A, AVIENDA TOWNHOMES, Carver County, Minnesota is not part of the “Property.” Lots 1-5, Block 1; Lots 1-3, Block 2; Lots 1-7, Block 3; Lots 1-5, Block 4; Lots 1-11, Block 5; Lots 1-8, Block 6; Outlots B, C, D, and F, VILLAS AT AVIENDA, Carver County, Minnesota. Note for Information Purposes: There are no Outlots A and E, VILLAS AT AVIENDA, Carver County, Minnesota. Lots 1-4, Block 1; Lots 1-4, Block 2; Lots 1-4, Block 3; Lots 1-4, Block 4; Lots 1-3, Block 5; Lots 1-4, Block 6; Lots 1-4, Block 7; Lots 1-4, Block 8; Lots 1-4, Block 9; Lots 1-3, Block 10; Lots 1- 4, Block 11; Lots 1-4, Block 12; Lots 1-3, Block 13; and Lots 1-4, Block 14; Outlots A and B, AVIENDA ROWHOMES Carver County, Minnesota. “Community Center Lot” Lot 1, Block 1; CHANHASSEN BLUFFS, Carver County, Minnesota. “Medium Density Residential Lot” (Numbers (1), (2), and (3) below each designate a separate Medium Density Residential Lot) (1) Lots 1-5, Block 1; Lots 1-3, Block 2; Lots 1-7, Block 3; Lots 1-5, Block 4; Lots 1-11, Block 5; Outlots B and C; VILLAS AT AVIENDA, Carver County, Minnesota (collectively, “Avienda Villas II”). (2) Lots 1-8, Block 6; Outlot F; VILLAS AT AVIENDA, Carver County, Minnesota (collectively, “Avienda Villas I”). (3) Lots 1-4, Block 1; Lots 1-4, Block 2; Lots 1-4, Block 3; Lots 1-4, Block 4; Lots 1-3, Block 5; Lots 1-4, Block 6; Lots 1-4, Block 7; Lots 1-4, Block 8; Lots 1-4, Block 9; Lots 1-3, Block 10; Lots 1-4, Block 11; Lots 1-4, Block 12; Lots 1-3, Block 13; and Lots 1-4, Block 14; Outlot A, AVIENDA ROWHOMES Carver County, Minnesota (collectively, “The Terraces at Avienda Village”). 180 865071\00005\4928-7080-0735\3 “High Density Residential Lot” None. “Mixed Use Lot” None. 181 City Council Item August 25, 2025 Item Resolution 2025-XX: Authorize execution of an Aquatic Invasive Species Watercraft Inspection Agreement with Carver County File No.SWMP 13G Item No: D.13 Agenda Section CONSENT AGENDA Prepared By Joe Seidl, Water Resources Engineer Reviewed By Charlie Howley SUGGESTED ACTION “The Chanhassen City Council adopts a resolution authorizing execution of an Aquatic Invasive Species Watercraft Inspection Agreement with Carver County." Motion Type Simple Majority Vote of members present Strategic Priority Asset Management SUMMARY The purpose of this agreement is to help prevent the introduction of new Aquatic Invasive Species (AIS) into Lake Ann, Lake Susan, and Lotus Lake through AIS education and inspections. The program's overall cost is $62,640, but the cost to the city is $29,978. The project is within the budget, with $30,000 being allocated for the AIS program. The remaining costs are funded by partnerships with the Riley Purgatory Bluff Creek Watershed District (RPBCWD) in the amount of $22,662 and the Lotus Lake Conservation Alliance (LLCA) in the amount of $10,000. The agreement has been reviewed by both city and county staff. BACKGROUND The overall program costs $62,640, all of which is to be paid by the city to the county. However, the city is sharing the cost of the program with RPBCWD and the LLCA. RPBCWD has agreed to pay $22,662, and the LLCA has agreed to pay $10,000. Agreements for the respective financial 182 contributions with both organizations have been obtained. The city has financially supported this program since 2014. This is a budgeted expense coming from the Surface Water Management Fund. Lake Ann and Lake Susan were each budgeted for 448 Inspection Hours, with Lotus Lake budgeted for 2,236 Inspection Hours. Lotus Lake receives more inspection hours because of the LLCA contribution and because of the characteristics of the lake that make it better suited for AIS management. Carver County runs the program and employs DNR-certified staff at each lake to visually inspect watercraft before they enter and when leaving the lakes to control the spread of AIS. DISCUSSION N/A BUDGET This is a budgeted expense coming from the Surface Water Management Fund. The budgeted amount was $30,000 and the program cost is $29,978. RECOMMENDATION Staff recommends the City Council adopt the resolution approving the execution of this agreement with Carver County. ATTACHMENTS 2025-XX AIS Watercraft Inspection Agreement with Carver County City of Chanhassen AIS Agreement 2025 183 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: RESOLUTION NO: 2025-XX MOTION BY: SECONDED BY: A RESOLUTION APPROVING AIS WATERCRAFT INSPECTION AGREEMENT WITH CARVER COUNTY WHEREAS, the City desires to establish an Aquatic Invasive Species (hereinafter called “AIS”) Inspection Program to prevent introduction of new AIS into Lake Ann, Lake Susan and Lotus Lake (“Lakes”) through AIS education and inspections; and WHEREAS, Carver County has agreed to provide AIS inspection services for the Lakes pursuant to the AIS Watercraft Inspection Agreement between the County and the City, which services shall commence upon execution of the AIS Watercraft Inspection Agreement by both parties and continue through October 31, 2025. The total amount of compensation to be paid to Carver County shall not exceed $62,640; and WHEREAS, the City of Chanhassen is sharing the cost of the program with the Riley Purgatory Bluff Creek Watershed District and the Lotus Lake Conservation Alliance who have agreed to pay $22,662 and $10,000, respectively; and WHEREAS, the program is a budgeted expense funded by the Surface Water Management Fund. The budgeted amount was $30,000 and the program cost to the City of Chanhassen is $29,978; and WHEREAS, the maximum total number of watercraft inspection hours for the days from May 14, 2025 through October 31, 2025 is three thousand one hundred and thirty two (3,132). NOW, THEREFORE, BE IT RESOLVED that the Chanhassen City Council hereby approves the AIS Watercraft Inspection Agreement with Carver County and accepts the funds approved by Riley Purgatory Bluff Creek Watershed District and the Lotus Lake Conservation Alliance in the amounts of $22,662 and $10,000, respectively. PASSED AND ADOPTED by the Chanhassen City Council this 25nd day of August, 2025. ATTEST: Jenny Potter, City Clerk Elise Ryan, Mayor YES NO ABSENT 184 1 City of Chanhassen AIS Watercraft Inspection Agreement AGREEMENT entered into as of August 25, 2025 by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation (“City”), and COUNTY OF CARVER, a body corporate and politic under the laws of Minnesota (“County”). NOW, THEREFORE, in consideration of their mutual covenants and obligations, the City and County agree as follows: I. COUNTY SERVICES The purpose of this Agreement is to partner with the City in preventing the introduction of new Aquatic Invasive Species (hereinafter called “AIS”) into Lake Ann, Lake Susan and Lotus Lake through AIS education and inspections. The primary contact for the County is Andrew Dickhart and Joe Seidl is the primary contact for the City. II. SPECIALIZED PROFESSIONAL AGREEMENT SPECIFICATIONS 1. This Agreement shall commence upon its execution by both parties and continue through November 30, 2025. The total amount of compensation to be paid to the County shall not exceed $62,640.00. 2. Inspections will be conducted at the following public access points: Lake Ann, Lake Susan and Lotus Lake in accordance with the schedule attached as Appendix A. 3. Inspections outside of the foregoing hours shall be conducted by the County only with the mutual consent and agreement of the City and the County. The maximum total number of watercraft inspection hours for these days from May 10, 2025 through October 31, 2025 is three thousand one hundred and thirty two (3,132). 4. The County will provide all necessary supervision to assure that the County’s employees satisfactorily perform their duties under this Agreement. 5. The County will onboard applicants as employee inspectors, be responsible for training, scheduling, and payroll during the term of this agreement. The County will provide inspector service as long it can continue inspector staffing or to the term of this agreement, whichever comes first. 6. The City will reimburse the County for inspections at the rate of Twenty Dollars and 00/100 ($20.00) per hour up to a total not to exceed $62,640. 7. The County will provide reports showing actual time spent at each location. 8. The county will coordinate MN DNR training sessions for the inspectors to be certified as Level I or Level II inspectors. 185 2 9. The County shall act in all respects as an independent Contractor under this Agreement and will be solely responsible for performance of services required hereunder, as well as the means and manner of performance thereof. Nothing herein authorizes the County to act as an agent or representative of the City for any purpose. 10. Any amendment to this agreement must be in writing and executed by both the County and the City III. INDEMNIFICATION Each party shall be liable for its own acts to the extent provided by law and hereby agrees to indemnify, hold harmless and defend the other, its officers and employees against any and all liability, loss, costs, damages, expenses, claims or actions, including attorney’s fees which the other, its officers and employees may hereafter sustain, incur or be required to pay, arising out of or by reason of any act or omission of the party, its agents, servants or employees, in the execution or performance or failure to adequately perform its obligations pursuant to this Agreement. It is understood and agreed that the County’s and City’s liability shall be limited by the provisions of Minn.Stat.Chap.466 and/or other applicable law. To the full extent permitted by law, actions by the parties pursuant to this Agreement are intended to be and shall be construed as a “cooperative activity” and it is the intent of the parties that they shall be deemed a “single government unit” for the purposes of liability, all as set forth in Minnesota Statutes, Section 471.59, Subd. 1a(a); provided further that for purposes of that statute, each party to this Agreement expressly declines responsibility for the acts of omissions of the other party. IV. PAYMENT FOR SERVICES 1. Payments to the County will be paid as services are performed and will be paid within thirty-five (35) days of receipt of the County’s invoice, which shall be submitted after completion of program. 2. All other expenses incurred by the County in completing the work required under this Agreement will be the County’s responsibility. V. TERMINATION OF AGREEMENT This Agreement may be terminated at any time and for any reason by the City on seven (7) days’ written notice. In the event of termination by the City, the County is entitled to compensation based on the number of hours worked up to the effective date of termination. VI. NOTICE 1. Any notice, request, demand, or other communication required or permitted under the terms of this Agreement shall be deemed to be properly given when deposited in the United States Postal Service, postage prepaid, and addressed to the agent of each party as specified herein. 186 3 2. However, when this Agreement requires immediate notice, such notice shall be accomplished by telephone to the designated agent of the parties or by facsimile to the numbers listed herein: (a) Notices to City should be sent to: City of Chanhassen Attn: Joe Seidl 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 Telephone: 952-227-1168 Fax: 952-227-1110 (b) Notices to the County should be sent to: Carver County Attn: Andrew Dickhart 600 E. 4th Street Chaska, Minnesota Telephone: 952-361-1871 Fax: 952-361-1828 IN WITNESS WHEREOF, the parties have caused this Agreement to be duly executed intending to be bound thereby. CITY OF CHANHASSEN, COUNTY OF CARVER MINNESOTA BY: BY: Elise Ryan, Mayor Dave Hemze, County Administrator Date: ________________________ Date:________________________ BY: Tom Workman, Chair, Board of Commissioners Date:________________________ 187 4 Appendix A Enclosures: 2025 Program Details Duration of Inspections: Lake Ann and Lake Susan (5/26/25 – 9/01/25) Lotus Lake (5/10/25 - 10/31/25) Coverage Times: Lake Ann & Lake Susan: Fridays, (4 pm to 8 pm) Saturdays, Sundays (6 am to 8 pm) Holidays (varies) Lotus Lake: May 10 - September 1 (6 am to 8 pm) 7 days/week September 2-30 (6 am to 7 pm) 7 days/week October 1-31 (8 am to 4 pm) 7 days/week Total Inspection Hours: Lake Ann 448 hours Lake Susan 448 hours Lotus Lake 2236 hours 3,132 hours Combined Program Budget Inspections 3,132 @ $20.00/hr $62,640.00 Funding Partners Riley Purgatory Bluff Creek Watershed District Partner contributions TBD by City of Chanhassen City. Lotus Lake Conservation Alliance/LLCA 188 City Council Item August 25, 2025 Item Balakrishna Chintaginjala Citizen Action Request File No.Item No: E.1 Agenda Section VISITOR PRESENTATIONS Prepared By Jenny Potter, City Clerk Reviewed By SUGGESTED ACTION N/A Motion Type N/A Strategic Priority N/A SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS Bala Chintaginjala Citizen Action Request 189 Complete this form and submit it prior to the City Council meeting date you wish to present your request. The City of Chanhassen invites citizens to submit a request in their native or preferred language. Upon doing so, the city will utilize its resources and do everything in its power to translate the request appropriately. Select City Council Meeting date you would like to attend: 08/25/2025 In 2024, the Chanhassen City Council meets on the second and fourth Mondays of each month. Printable Meeting Calendar View and/or print this calendar to assist with determining when city council meetings are held in order to make your date selection above. Resident Information * Name Balakrishna Chintaginjala * Address 8982 Sw Village Loop SW VILLAGE LOOP Chanhassen, MN MN 55317-8589 * Phone * Email Council Action Requested * Provide a brief description of the action you are requesting from the City Council. Smart Farming in Chanhassen: How AI Drones Can Empower Local Agriculture Summary of Information * Provide a narrative of the request including need, costs, timetable, background, etc. Smart Farming in Chanhassen: How AI Drones Can Empower Local Agriculture What Happens Next? Immediately upon submission of this form, staff will be notified by email and will provide copies to the City Council prior to the selected meeting date. Contact Questions? Contact City Clerk Jenny Potter at 952-227-1107 or by email. Page | 1 190 City Council Item August 25, 2025 Item Allison Kelly Citizen Action Request File No.Item No: E.2 Agenda Section VISITOR PRESENTATIONS Prepared By Amy Weidman, Senior Admin Support Specialist Reviewed By SUGGESTED ACTION N/A Motion Type N/A Strategic Priority N/A SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS Allison Kelly Citizen Action Request 191 Complete this form and submit it prior to the City Council meeting date you wish to present your request. The City of Chanhassen invites citizens to submit a request in their native or preferred language. Upon doing so, the city will utilize its resources and do everything in its power to translate the request appropriately. Select City Council Meeting date you would like to attend: 08/25/2025 The Chanhassen City Council meets on the second and fourth Mondays of each month. Printable Meeting Calendar View and/or print this calendar to assist with determining when city council meetings are held in order to make your date selection above. Resident Information * Name Allison Kelly * Address 6361 Melody Lane Excelsior MN 55331 * Phone * Email Council Action Requested * Provide a brief description of the action you are requesting from the City Council. Asking for the City's monetary help with damages incurred from water main break that flooded our home on August 9, due to denial of claim from City's insurance. Summary of Information * Provide a narrative of the request including need, costs, timetable, background, etc. This will be a basic introduction and update of information regarding the situation, as images and video was submitted to the council on August 11. What Happens Next? Immediately upon submission of this form, staff will be notified by email and will provide copies to the City Council prior to the selected meeting date. Contact Questions? Contact City Clerk Jenny Potter at 952-227-1107 or by email. Page | 1 192 City Council Item August 25, 2025 Item Resolutions 2025:XX and 2025:XX: Hold Public Hearing & Adopt Resolution Approving Property Tax Abatements, Adopt Resolution Providing for Issuance and Sale of $10.205M GO Tax Abatement and CIP Bonds, Series 2025B 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 the resolution Approving Property Tax Abatements and adopts the resolution Providing for the Issuance and Sale of $10.205M General Obligation Tax Abatement and Capital Improvement Plan Bonds, Series 2025B. Motion Type Simple Majority Vote of members present Strategic Priority Financial Sustainability SUMMARY In 2024, the city issued $24.25M in General Obligation Capital Improvement Plan (GO CIP) Bonds for the new City Hall/Senior Center building currently under construction. State law requires a different type of bond issue for the park amenities portion of the Civic Campus project. The city's financial consultant, Ehlers, recommends the city issue tax abatement bonds for the park amenities portion of the project, which totals approximately $6.67M. The city also needs to issue $3.535M in GO CIP bonds for the remaining expenses of the City Hall portion of the project. The total proposed bond issue would be for approximately $10.205 million, which includes issuance costs. At the July 28, 2025, council meeting, the council adopted a resolution calling for a public hearing on the proposed property tax abatements to be held on August 25, 2025. 193 For the meeting on August 25, 2025, staff recommends that the city council hold the public hearing on the proposed property tax abatements and then adopt the following two resolutions: Resolution Approving Property Tax Abatements Resolution Providing for the Issuance and Sale of $10.205M General Obligation Tax Abatement and Capital Improvement Plan Bonds, Series 2025B BACKGROUND DISCUSSION BUDGET RECOMMENDATION Staff recommends the city council hold the Public Hearing then adopt the Resolution Approving Property Tax Abatements, then adopt the Resolution Providing for Issuance and Sale of $10.205M GO Tax Abatement and CIP Bonds, Series 2025B. ATTACHMENTS Chanhassen 2025B Abatement Resolution Approving Property Tax Abatements 2025-08-21 Chanhassen 2025B Set Sale Presale Resolution 2025-08-21 194 175251908v1 EXTRACT OF MINUTES OF A MEETING OF THE CITY COUNCIL OF THE CITY OF CHANHASSEN, MINNESOTA HELD: AUGUST 25, 2025 Pursuant to due call and notice thereof, a regular or special meeting of the City Council of the City of Chanhassen, Carver and Hennepin Counties, Minnesota, was duly held at City Hall on August 25, 2025 at 7:00 P.M., for the purpose, in part, of approving property tax abatements. The following members were present: ________________________________________ and the following were absent: ____________________________________________________ Member ________________ introduced the following resolution and moved its adoption: RESOLUTION NO. ______________ RESOLUTION APPROVING PROPERTY TAX ABATEMENTS WHEREAS, the City Council (the "Council") of the City of Chanhassen, Minnesota (the "City"), proposes to approve tax abatements to finance the costs related to sitework, park and community amenity improvement portions of the Civic Campus Project, not including the City Hall, within the City (the "Project"). The City proposes to use the abatement for the purposes provided for in the Abatement Law (as hereinafter defined), including the Project. The proposed term of the abatement will not exceed 20 years in an amount not to exceed $11,000,000. The abatement will apply to the City's share of the property taxes (the "Abatement") derived from the property described by tax parcel identification numbers in the table below (the "Tax Abatement Property"); and 25.4280020 25.0750050 25.2710010 25.1840010 25.4280030 25.0750060 25.6310010 25.8790040 25.4280010 25.0740010 25.5650080 25.8670010 25.0780010 25.0680020 25.5650070 25.8670020 25.0780020 25.0680010 25.5660010 25.8670030 25.0750020 25.1890010 25.5650090 WHEREAS, the City has requested, in writing, that Carver County (the "County") grant an abatement for the Project. The County has declined, in writing, to grant an abatement and therefore the City has the authority to grant an abatement for up to twenty (20) years; and WHEREAS, on the date hereof, the Council held a public hearing on the question of the Abatement (as hereinafter defined), and notice of said hearing was published in a newspaper of general circulation in the City at least once more than ten days but less than 30 days before the hearing; and 195 175251908v1 2 WHEREAS, the Council proposes to issue its general obligation abatement bonds in an amount not to exceed $7,000,000, in one or more series, to finance the Project; and the Abatement will be pledged to payment of the Bonds; and WHEREAS, the Abatement is authorized under Minnesota Statutes, Sections 469.1812 through 469.1815, as amended (the "Abatement Law"). 1. Findings for the Abatement. The City Council of the City of Chanhassen, Minnesota hereby makes the following findings: (a) The Council expects the benefits to the City of the Abatement to at least equal or exceed the costs to the City thereof. (b) Granting the Abatement is in the public interest because it will help provide access to services for residents of the political subdivision. (c) The Tax Abatement Property is not and will not be located in a tax increment financing district during the Abatement period. (d) In any year, the total amount of property taxes abated by the City by this and other existing abatement resolutions, shall not exceed ten percent (10%) of net tax capacity of the City for the taxes payable year to which the abatement applies or $200,000, whichever is greater (the "Abatement Limit"). The City may grant other abatements permitted under the Abatement Law after the date of this resolution, provided that to the extent the total abatements in any year exceed the Abatement Limit the allocation of the Abatement limit to such other abatements is subordinate to the Abatement granted by this resolution. 2. Terms of Abatement. The Abatement is hereby approved. The terms of the Abatement are as follows: (a) The Abatement shall be for up to 20 years anticipated to commence for the taxes levied in 2025 and payable in the year 2026. The City reserves the right to modify the commencement date, but the abatement period shall not exceed 20 years. (b) In accordance with Section 469.1815 of the Act, the City will add to its levy in each year during the term of the Abatement the total estimated amount of current year Abatement granted under this resolution. (c) The City will abate the City's share of property tax amount which the City receives from the Tax Abatement Property, cumulatively not to exceed $11,000,000. (d) The Abatement shall be subject to all the terms and limitations of the Abatement Law. 196 175251908v1 3 The motion for the adoption of the foregoing resolution was duly seconded by Member _____________________________ and, after a full discussion thereof and upon vote being taken thereon, the following voted in favor thereof: _________________________________________ and the following voted against the same: _______________________________ 197 175251908v1 4 STATE OF MINNESOTA CARVER AND HENNEPIN COUNTIES CITY OF CHANHASSEN I, the undersigned, being the duly qualified and acting City Manager of the City of Chanhassen, Minnesota, DO HEREBY CERTIFY that I have compared the attached and foregoing extract of minutes with the original thereof on file in my office, and that the same is a full, true and complete transcript of the minutes of a meeting of the City Council, duly called and held on the date therein indicated, insofar as the minutes relate to the approval of property tax abatements. WITNESS my hand on August 25, 2025. __________________________________ City Manager 198 175121570v1 EXTRACT OF MINUTES OF A MEETING OF THE CITY COUNCIL OF THE CITY OF CHANHASSEN, MINNESOTA HELD: AUGUST 25, 2025 Pursuant to due call and notice thereof, a regular or special meeting of the City Council of the City of Chanhassen, Counties of Carver and Hennepin, Minnesota, was duly held at City Hall on August 25, 2025, at 7:00 P.M., for the purpose, in part, of providing for the issuance and sale of $10,205,000 General Obligation Tax Abatement and Capital Improvement Plan Bonds, Series 2025B. The following members were present: ________________________________________ and the following were absent: ____________________________________________________ Member ________________ introduced the following resolution and moved its adoption: RESOLUTION NO. ______________ RESOLUTION PROVIDING FOR THE ISSUANCE AND SALE OF $10,205,000 GENERAL OBLIGATION TAX ABATEMENT AND CAPITAL IMPROVEMENT PLAN BONDS, SERIES 2025B A. WHEREAS, the City Council (the "Council") of the City of Chanhassen, Minnesota (the "City") has heretofore determined that it is necessary and expedient to issue the City's $10,205,000 General Obligation Tax Abatement and Capital Improvement Plan Bonds, Series 2025B (the "Bonds"), to finance projects as described in the Official Statement to be prepared by Ehlers & Associates, Inc., in Roseville, Minnesota ("Ehlers"); and B. WHEREAS, the City has retained Ehlers, as its independent municipal advisor for the Bonds in accordance with Minnesota Statutes, Section 475.60, Subdivision 2(9). NOW, THEREFORE, BE IT RESOLVED by the City of Chanhassen, Minnesota, as follows: 1. Authorization. The Council hereby authorizes Ehlers to assist the City for the sale of the Bonds. 2. Meeting; Proposal Opening. The Council shall meet at 7:00 P.M. on September 8, 2025, for the purpose of considering proposals for and awarding the sale of the Bonds. 3. Official Statement. In connection with said sale, the officers or employees of the City are hereby authorized to cooperate with Ehlers and participate in the preparation of an official statement for the Bonds and to execute and deliver it on behalf of the City upon its completion. 199 175121570v1 2 The motion for the adoption of the foregoing resolution was duly seconded by Council Member _______________________ and, after full discussion thereof and upon a vote being taken thereon, the following Council Members voted in favor thereof: __________________ __________________________________________________________________________ and the following voted against the same: ________________________________________ Whereupon said resolution was declared duly passed and adopted. 200 175121570v1 3 STATE OF MINNESOTA COUNTIES OF CARVER AND HENNEPIN CITY OF CHANHASSEN I, the undersigned, being the duly qualified and acting City Manager of the City of Chanhassen, Minnesota, DO HEREBY CERTIFY that I have compared the attached and foregoing extract of minutes with the original thereof on file in my office, and that the same is a full, true and complete transcript of the minutes of a meeting of the City Council, duly called and held on the date therein indicated, insofar as the minutes relate to providing for the issuance and sale of $10,205,000 General Obligation Tax Abatement and Capital Improvement Plan Bonds, Series 2025B. WITNESS my hand on August 25, 2025. __________________________________________ City Manager 201 City Council Item August 25, 2025 Item Resolution #2025-XX, Approving public Right of Way and Drainage and Utility Easement Vacations necessary for the Avienda Apartments Plat File No.Vacation 25-05 Item No: G.2 Agenda Section PUBLIC HEARINGS Prepared By Mackenze Grunig, Project Engineer Reviewed By Mackenze Grunig SUGGESTED ACTION "The Chanhassen City Council approves the vacation of a portion of existing Avienda Parkway public right of way and existing public drainage and utility easement necessary in support of the Avienda Apartments plat." Motion Type 4/5 Vote Strategic Priority Development & Redevelopment SUMMARY To align with the proposed Avienda Apartments development, portions of the existing Avienda Parkway public Right of Way and the Drainage and Utility Easement over Outlot B – Avienda Rowhomes need to be vacated. Public notices have been completed for these vacations, and this action requires a public hearing, which has been appropriately noticed. These vacations are contingent on recording of the Avienda Apartments Plat. BACKGROUND At the 7/28/2025 City Council Meeting, a public hearing was opened and continued to 8/25/2025 in 202 order to consider these vacations as one item. DISCUSSION Due to the proposed Avienda Apartments development, a portion of the existing Right-of-Way within the Avienda Plat, and Drainage and Utility Easement covering all of Outlot B within the Avienda Rowhomes Plat, needs to be vacated in order to align with the new development. New easements are being placed for the Avienda Apartments Project. BUDGET N/A RECOMMENDATION Staff recommends the City Council approve the vacations, contingent on the recording of the new plat. ATTACHMENTS Resolution Vacating Public Right of Way and D&U Easements 2025-02-06 Avienda Rowhomes Outlot B NOTICE OF PUBLIC HEARING FOR VACATION (MAIL) Avienda Rowhomes REV 1 NOTICE OF PUBLIC HEARING FOR VACATION (PAPER) Avienda Rowhomes REV 1 Avienda Apartments Preliminary Plat Avienda Parkway Vacation Exhibit Notice of Pubic Hearing - Vacation (MAIL) Avienda Parkway Notice of Public Hearing (PAPER) Avienda Parkway Avienda Rowhomes Plat Avienda Parkway Vacation Legal Decsription - Avienda Apartments.pdf 203 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: August 25, 2025 RESOLUTION NO: 2025-XX MOTION BY: SECONDED BY: RESOLUTION VACATING PUBLIC RIGHT OF WAY AND DRAINAGE AND UTILITY EASEMENTS WHEREAS, Avienda Apartments (“Applicant”), is requesting the right of ways and drainage and utility easements as legally described and depicted in Exhibit A attached hereto and incorporated herein (collectively referred to herein as “Easements”); 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 Right of Way and Easements. WHEREAS, New easements are being dedicated where necessary to replace the vacated portions. NOW, THEREFORE, BE IT HEREBY RESOLVED by the Chanhassen City Council: 1. The public Right of Way and Easements identified are hereby vacated conditioned upon the simultaneous recording of the plat for AVIENDA APARTMENTS. 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. PASSED AND ADOPTED by the Chanhassen City Council this 25th of August 2025. ATTEST: ___________________________________ ___________________________________ Jenny Potter, City Clerk Elise Ryan, Mayor YES NO ABSENT 204 Exhibit A Avienda Parkway Vacation Legal Description: Commencing at the Northwest Corner of Outlot B, Avienda Rowhomes, Carver County, Minnesota; thence easterly on an assumed bearing of South 89 degrees 38 minutes 06 seconds East a distance of 65.84 feet along the southerly right of way of Avienda Parkway as dedicated in said plat; thence continuing on said southerly right of way on a tangential curve concave to the south said curve having a radius of 64.00 feet and a central angle of 25 degrees 27 minutes 10 seconds for a distance of 28.43 feet to the point of beginning of the area to be vacated; thence along said southerly right of way on a tangential curve concave to the southwest said curve having a radius of 60.00 feet and a central angle of 64 degrees 32 minutes 50 seconds for a distance of 67.59 feet; thence along said southerly right of way South 00 degrees 21 minutes 54 seconds West a distance of 10.61 feet; thence along said southerly right of way South 89 degrees 38 minutes 06 seconds East a distance of 82.24; thence along said southerly right of way on a non-tangential curve concave to the southeast said curve having a chord bearing of North 31 degrees 55 minutes 27 seconds East a radius of 75.00 feet and a central angle of 46 degrees 50 minutes 01 seconds for a distance of 61.31 feet; thence South 55 degrees 20 minutes 28 seconds West a distance of 19.24 feet; thence on a tangential curve concave to the north said curve having a radius of 87.00 feet and a central angle of 81 degrees 29 minutes 35 seconds for a distance of 123.74 feet; thence on a reverse tangential curve concave to the southwest said curve having a radius of 64.00 feet and a central angle of 21 degrees 01 minutes 00 seconds for a distance of 23.48 feet to the point of beginning and there terminating. 205 Drainage and Utility Easement Vacation Legal Description: All that part of Outlot B, AVIENDA ROWHOMES, Carver County, Minnesota 206 86808080 OUTLOT B60 135 103 91 11312341234111111111111222222222222333333333333444444444123467891011121314OUTLOT ADrainage and Utility Easement over all of OUTLOT BPondPondEdge ofWaterEdge ofWaterWet LandWet LandLYMAN BOULEVARD (C.S.A.H. NO. 18)AVIENDA ROWHOMESDenotes 1/2 inch iron pipe monument found andmarked by License No. 24332, unless otherwiseshown.Denotes 1/2 inch by 14 inch iron pipe monumentset, or to be set within one year of platting, andmarked by License No. 13057Bearings shown are based upon the east line ofOUTLOT D, AVIENDA which has an assumedbearing of S00°21'54"W.NORTH01002001 INCH = 100 FEETSCALE IN FEETSec. 23, T. 116, R. 23Vicinity MapNo ScaleNW 1/4SW 1/4SE 1/4NE 1/4SITELyman Blvd.U.S. Hwy. No. 212 C.S.A.H. No. 18Powers Blvd.Restricted Access per Doc. No. A503436207 NOTICE OF PUBLIC HEARING CITY OF CHANHASSEN COUNTY OF CARVER AND COUNTY OF HENNEPIN STATE OF MINNESOTA CITY COUNCIL MEETING August 25, 2025 7:00 p.m. CHANHASSEN CITY HALL 7700 Market Boulevard, Chanhassen, MN 55317 NOTICE IS HEREBY GIVEN that the City Council for the City of Chanhassen will hold a public hearing on Monday, August 25, 2025, 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 of the existing drainage and utility easement as dedicated over Outlot B on the recorded plat of Avienda Rowhomes, Carver County, Minnesota, and depicted as follows: All interested parties are encouraged to attend this public hearing and express their opinions with respect to this proposal. If you have any questions, please contact: Mackenze Grunig, Project Engineer Phone: (952) 227-1165 208 NOTICE OF PUBLIC HEARING CITY OF CHANHASSEN COUNTY OF CARVER AND COUNTY OF HENNEPIN STATE OF MINNESOTA CITY COUNCIL MEETING August 25, 2025 7:00 p.m. CHANHASSEN CITY HALL 7700 Market Boulevard, Chanhassen, MN 55317 NOTICE IS HEREBY GIVEN that the City Council for the City of Chanhassen will hold a public hearing on Monday, August 25, 2025, 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 of the existing drainage and utility easement as dedicated over Outlot B on the recorded plat of Avienda Rowhomes, Carver County, Minnesota and depicted as follows: All interested parties are encouraged to attend this public hearing and express their opinions with respect to this proposal. If you have any questions, please contact: Mackenze Grunig, Project Engineer Phone: (952) 227-1165 (Publish in the Sun Sailor on August 14 & 21, 2025) 209 ΔΔΔΔΔΔΔ Δ ΔΔNot Tangent8680 Found IronBroken CapFound IronBroken CapFound IronBroken CapFound Iron1/2" open135 103 91 113SEE DETAIL AEast line of OUTLOT D, AVIENDAPondPondEdge ofWaterEdge ofWaterWet LandWet LandΔΔΔΔ32.59 49.55107.34S82°25'47"ES00°21'54"W 836.89S59°24 '18 "W41.37300.31OUTLOT ABLOCK 1LOT 1Drainage and Utility Easement over all of OUTLOT A16.92C. BRG. S27°02'27"EL=12.50R=100.00Δ=7°09'41"N30°37'17"W 26.82C. BRG. N15°36'13"WL=52.42R=99.82Δ=30°05'32"N00°35'09"W 26.70N89°59'58"E 125.79ΔΔΔN89°38'06"W 82.24N00°21'54"E 10.61L=67.59R=60.00Δ=64°32'50"VACATED RIGHT OFWAY PER DOCNO.___________________BLOCK 1LOT 1ΔL=61.31 R=75.0 0 Δ=46°50'0 1"AVIENDA APARTMENTSDenotes 1/2 inch iron pipe monument foundDenotes 1/2 inch by 14 inch iron pipe monumentset, or to be set within one year of platting, andmarked by License No. 58896Bearings shown are based upon the east line ofOUTLOT B, AVIENDA ROWHOMES which has anassumed bearing of S00°21'54"W.NORTH0801601 INCH = 100 FEETSCALE IN FEETSec. 23, T. 116, R. 23Vicinity MapNo ScaleNW 1/4SW 1/4SE 1/4NE 1/4SITELyman Blvd.U.S. Hwy. No. 212 C.S.A.H. No. 18Powers Blvd.Detail ARestricted Access per Doc. No. A5034361 INCH = 40 FEET210 L=26.11R=43.00Δ=34°47'29"L=36.70R=128.00Δ=16°25'34"S00°21'54"W 82.14 80S89°38'06"E 65.84L=28.43R=64.00Δ=25°27'10"L=23.48R=64.00Δ=21°01'00"L=123.74R=87.00Δ=81°29'35"S89°38'06"E 2.27S89°38'06"E 82.24S00°21'54"W 10.61L=67.59R=60.00Δ=64°32'50"AREA TO BEVACATEDL=45.85R=75.00Δ=35°01'26"S5 5 ° 2 0 ' 2 8 "W 1 9 . 2 4 L=61.31 R=75.00 Δ=46°50'0 1"AVIENDAPARKWAYPOINT OFCOMMENCEMENTPOINT OFBEGINNINGC. B R G = N 3 1 ° 5 5 ' 2 7 ' EEXISTING RIGHT OFWAYEXISTING RIGHT OFWAYLandform® and Site to Finish® are registered service marks of Landform Professional Services, LLC.Vacation ExhibitAvienda • Chanhassen, MNAvienda Apartments • 06-05-2025211 NOTICE OF PUBLIC HEARING CITY OF CHANHASSEN COUNTY OF CARVER AND COUNTY OF HENNEPIN STATE OF MINNESOTA CITY COUNCIL MEETING July 28, 2025 7:00 p.m. CHANHASSEN CITY HALL 7700 Market Boulevard, Chanhassen, MN 55317 NOTICE IS HEREBY GIVEN that the City Council for the City of Chanhassen will hold a public hearing on Monday, July 28, 2025, 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 of a portion of Avienda Parkway as dedicated on the recorded plat of Avienda, Carver County, Minnesota, and depicted as follows: All interested parties are encouraged to attend this public hearing and express their opinions with respect to this proposal. If you have any questions, please contact: Mackenze Grunig, Project Engineer Phone: (952) 227-1165 212 NOTICE OF PUBLIC HEARING CITY OF CHANHASSEN COUNTY OF CARVER AND COUNTY OF HENNEPIN STATE OF MINNESOTA CITY COUNCIL MEETING July 28, 2025 7:00 p.m. CHANHASSEN CITY HALL 7700 Market Boulevard, Chanhassen, MN 55317 NOTICE IS HEREBY GIVEN that the City Council for the City of Chanhassen will hold a public hearing on Monday, July 28, 2025, 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 of a portion of Avienda Parkway as dedicated on the recorded plat of Avienda, Carver County, Minnesota, and legally described as follows: Commencing at the Northwest Corner of Outlot B, Avienda Rowhomes, Carver County, Minnesota; thence easterly on an assumed bearing of South 89 degrees 38 minutes 06 seconds East a distance of 65.84 feet along the southerly right of way of Avienda Parkway as dedicated in said plat; thence continuing on said southerly right of way on a tangential curve concave to the south said curve having a radius of 64.00 feet and a central angle of 25 degrees 27 minutes 10 seconds for a distance of 28.43 feet to the point of beginning of the area to be vacated; thence along said southerly right of way on a tangential curve concave to the southwest said curve having a radius of 60.00 feet and a central angle of 64 degrees 32 minutes 50 seconds for a distance of 67.59 feet; thence along said southerly right of way South 00 degrees 21 minutes 54 seconds West a distance of 10.61 feet; thence along said southerly right of way South 89 degrees 38 minutes 06 seconds East a distance of 82.24; thence along said southerly right of way on a non-tangential curve concave to the southeast said curve having a chord bearing of North 31 degrees 55 minutes 27 seconds East a radius of 75.00 feet and a central angle of 46 degrees 50 minutes 01 seconds for a distance of 61.31 feet; thence South 55 degrees 20 minutes 28 seconds West a distance of 19.24 feet; thence on a tangential curve concave to the north said curve having a radius of 87.00 feet and a central angle of 81 degrees 29 minutes 35 seconds for a distance of 123.74 feet; thence on a reverse tangential curve concave to the southwest said curve having a radius of 64.00 feet and a central angle of 21 degrees 01 minutes 00 seconds for a distance of 23.48 feet to the point of beginning and there terminating. All interested parties are encouraged to attend this public hearing and express their opinions with respect to this proposal. If you have any questions, please contact: Mackenze Grunig, Project Engineer Phone: (952) 227-1165 (Publish in the Sun Sailor on July 17 & 24, 2025) 213 ΔΔΔΔΔΔΔ ΔΔΔΔΔΔ ΔΔΔ Δ ΔΔNot TangentΔ 86808080 OUTLOT BFound IronLS#21729Found IronBroken CapFound IronBroken CapFound IronBroken CapFound Iron1/2" open60 135 103 91 11365.8412341234111111111111222222222222333333333333444444444123467891011121314SEE SHEET 3 OF 3 SHEETSOUTLOT AL=220.99Δ=5°37'20"C.Brg.=N84°11'21"WSEE DETAIL ASEE DETAIL BDrainage and Utility Easement over all of OUTLOT BEast line of OUTLOT D, AVIENDAINSET APondPondEdge ofWaterEdge ofWater198.17Wet LandWet LandNot TangentΔRight of Way width variesL=373.50Δ=1°51'12"L=46.60Δ=2°43'49"SEE DETAIL CL=94.66Δ=0°28'11"S 5 1 ° 0 6 ' 5 4 "W 1 6 3 . 5 2 N00°21'54"E 815.2998.22N54°42'23"WL=72.09R=75.00Δ=55°04'16"LYMAN BOULEVARD (C.S.A.H. NO. 18)ΔL=220.99Δ=5°37'20"C.Brg.=N84°11'21"WL=9.63Δ=0°14'42"C.Brg.=N87°07'22"WΔOUTLOT BINSET AL =7 2 .0 9 R =7 5 .0 0 Δ =5 5 °0 4 '1 6 " 8.20 N00°21'54"ESEE SHEET 3 OF 3 SHEETSΔOUTLOT BΔ S 5 1 ° 0 6 ' 5 4 "W 1 6 3 . 5 2 L =18 .9 6 Δ =1°0 6 '3 7 "LYMANBOULEVARD(C.S.A.H.NO. 18)L =4 6 .6 0 Δ =2 °4 3 '4 9 "OUTLOT BAVIENDA ROWHOMESDenotes 1/2 inch iron pipe monument found andmarked by License No. 24332, unless otherwiseshown.Denotes 1/2 inch by 14 inch iron pipe monumentset, or to be set within one year of platting, andmarked by License No. 13057Bearings shown are based upon the east line ofOUTLOT D, AVIENDA which has an assumedbearing of S00°21'54"W.NORTH01002001 INCH = 100 FEETSCALE IN FEETSec. 23, T. 116, R. 23Vicinity MapNo ScaleNW 1/4SW 1/4SE 1/4NE 1/4SITELyman Blvd.U.S. Hwy. No. 212 C.S.A.H. No. 18Powers Blvd.Detail ADetail BRestricted Access per Doc. No. A5034361 INCH =10 FEET1 INCH =10 FEETDetail C1 INCH =10 FEET214 Legal Description of Area to be Vacated Commencing at the Northwest Corner of Outlot B, Avienda Rowhomes, Carver County, Minnesota; thence easterly on an assumed bearing of South 89 degrees 38 minutes 06 seconds East a distance of 65.84 feet along the southerly right of way of Avienda Parkway as dedicated in said plat; thence continuing on said southerly right of way on a tangential curve concave to the south said curve having a radius of 64.00 feet and a central angle of 25 degrees 27 minutes 10 seconds for a distance of 28.43 feet to the point of beginning of the area to be vacated; thence along said southerly right of way on a tangential curve concave to the southwest said curve having a radius of 60.00 feet and a central angle of 64 degrees 32 minutes 50 seconds for a distance of 67.59 feet; thence along said southerly right of way South 00 degrees 21 minutes 54 seconds West a distance of 10.61 feet; thence along said southerly right of way South 89 degrees 38 minutes 06 seconds East a distance of 82.24; thence along said southerly right of way on a non-tangential curve concave to the southeast said curve having a chord bearing of North 31 degrees 55 minutes 27 seconds East a radius of 75.00 feet and a central angle of 46 degrees 50 minutes 01 seconds for a distance of 61.31 feet; thence South 55 degrees 20 minutes 28 seconds West a distance of 19.24 feet; thence on a tangential curve concave to the north said curve having a radius of 87.00 feet and a central angle of 81 degrees 29 minutes 35 seconds for a distance of 123.74 feet; thence on a reverse tangential curve concave to the southwest said curve having a radius of 64.00 feet and a central angle of 21 degrees 01 minutes 00 seconds for a distance of 23.48 feet to the point of beginning and there terminating. 215 City Council Item August 25, 2025 Item Santa Vera Phase II Planned Unit Development Amendment and Site Plan Review (Planning Case 25-07) File No.25-07 Item No: H.1 Agenda Section GENERAL BUSINESS Prepared By Eric Maass, Community Development Director Reviewed By Eric Maass SUGGESTED ACTION "The Chanhassen City Council approves the requested site plan and amendment to the Saratoga 3rd Addition Planned Unit Development Zoning Ordinance for the construction of two apartment buildings at 621 Santa Vera Drive, subject to the conditions of approval, and adopts the attached Findings of Fact and Decision.” Motion Type Majority Vote of the entire Council Strategic Priority Development & Redevelopment SUMMARY The Applicant is requesting a site plan review and a planned unit development amendment to construct two apartment buildings consisting of 12-unit and 16-unit buildings, with modifications to the required building materials and parking setbacks. BACKGROUND The Saratoga 3rd Addition Planned Unit Development (PUD) ordinance was originally approved in 1998. This PUD incorporates a property with an existing 18-unit apartment building on it. The PUD ordinance allows for a total of 46 units across the site. Multiple concepts for this site have been brought to City Council work sessions for review, including a recently withdrawn application from the same applicant for a single, 59-unit apartment building. 216 DISCUSSION BUDGET RECOMMENDATION The Planning Commission recommended unanimous approval of the requested site plan and planned unit development amendments as proposed. ATTACHMENTS Application Narrative Civil Plan Set Traffic Study Architectural Plan Set City Staff Report City Council Presentation Saratoga 3rd Addition PUD Ordinance Findings of Fact August 12, 2025 Planning Commission Meeting Minutes (Unofficial) Public Comment Additional Public Comment 217 218 219 Santa Vera Apartments Submittal Narrative Proposal Headwaters Development is proposing a redevelopment of the Santa Vera Apartments site (the “Site”) located at 621 Santa Vera Drive, located just north of downtown Chanhassen. The redevelopment will consist of the new construction of 28 townhome-style fiats, which will supplement the existing slab-on-grade 18-unit apartment building currently operating on-site. As part of the project, the existing building will also be renovated to include updated units, a new exterior, and improved landscaping and drainage. Once completed, the total project (the “Project”) will consist of 46 rental apartment homes. Site Location The Site is bordered by Laredo Drive to the east, Saratoga Drive to the north, and Santa Vera Drive to the northwest. Immediate adjacent uses are Chanhassen Elementary School immediately to the south, City Center Park to the west, and predominately single-family residential homes to the north and east. Santa Vera is located less than a ¼ mile from the City of Chanhassen’s Central Business District, and only steps away from employment centers, vital services, grocery stores, retail and entertainment, and a variety of dining options. Zoning and Land Use The Site is approximately 3.85 acres. The present zoning is PUD Residential, and the present land use designation has the property guided Residential High Density, which allows for 8-16 units per acre. The Residential High-Density guidance allows for up to 46 units by right. The Project is ideally located for these additional units given its proximity to employment and services, and the existing infrastructure currently in place is sufficient to handle the increased density. We are not requesting any waivers from the applicable zoning code. Site Design The design of the Site allows for separation from the existing neighborhood single-family homes. The proposed access to the Site would be from both Laredo & Santa Vera Drive. The Project will also adhere to all landscaping requirements, allowing it flt seamlessly into its surroundings and the existing neighborhood. New stormwater ponding will be constructed on the Southeast portion of the site – the natural low spot. This ponding will serve both the new townhome buildings, as well as treat the stormwater from the existing apartment building, which is currently released untreated into the municipal storm system. 220 2 Project Description Once completed the Project will contain forty-six (46) total units across three buildings. Twenty -Eight (28) units will be included in two newly constructed two-story buildings. Each new unit will have its own dedicated garage and direct access entry. The remaining eighteen (18) units currently exist within the two -story slab-on-grade building originally built in 1968. The Project will be constructed as one cohesive development through connectivity, architectural design, and shared amenities. The existing building contains a current unit mix of 8 one-bedroom units and 10 two- bedroom units. The newly constructed buildings, as currently contemplated, will contain a unit mix comprised of 10 one-bedroom units and 18 two-bedroom units. The following tables better illustrate the overall Project unit count and mix. Existing Building (built 1968) Units Avg. SF One Bedroom Units 8 785 Two Bedroom Units 10 890-990 Total Units 18 New Buildings Units Avg. SF One Bedroom Units 10 1,100 SF Two Bedroom Units 18 1,575 SF Total Units 28 Combined Units One Bedroom Units 18 Two Bedroom Units 28 Total Units 46 Parking and Amenities Interior flnishes will include hard surface countertops, hard-surface fiooring except for carpet in the bedrooms and quality lighting and plumbing flxtures. Most, if not all, units will have private balconies, in-unit washer/dryers, and all 2+ bedrooms in the new building will contain en-suite bathroom. Once complete each resident will have access to at least one enclosed garage stall. Overall, project will contain a total of 62 parking stalls, or 2.21 stalls per unit – a more than 2:1 parking ratio. Trash will be collected within the building footprint. It will be set out on the designated trash day and returned within the parking garage after collection. 221 3 The new building will include shared amenity spaces for all Project residents to enjoy, including a dog run, outdoor patio with grilling stations and a flre pit, and a trail connection to the existing city trail system. Architectural Design The project resides within the Saratoga 3rd Addition and will be required to comply with Chapter 20 of the Chanhassen City Code which provides guidance as to the expected architectural standards. Speciflcally exterior material be of high quality and durable, consisting of glass, wood or other quality materials as deemed acceptable by the city. The roof will be pitched with high quality shingles. Landscaping will meet or exceed the code, and signage will comply with the sign ordinance for residential districts. Sustainability The project will utilize many green building methods during construction and the Project itself will include low fiow plumbing flxtures, low VOC paints, LED lighting where appropriate. Currently the site does not treat any stormwater runoff. New stormwater ponding will be created with the Project utilizing the stormwater runoff from the site for irrigation of the proposed plantings. Financing and Affordability In addition to design, the Project also need to be flnancially viable. The project team is currently assessing how the tariff environment will affect construction pricing and what the current flnancing environment looks like for a smaller project such as Santa Vera. To upgrade the existing units, we expect a flnancing “gap” will exist that will need to be overcome in order to make the rehabilitation of the existing building viable. We will work with city staff to determine what city, county, and state funding tools are available for the creation and preservation of naturally occurring affordable housing (NOAH). We do not anticipate requesting TIF. Many of the existing units at Santa Vera already qualify as NOAH units. However, those units along with the existing exterior of the building are old and tired and in need of some updates. Any city, county, and/or state assistance will help aid in the renovations while also helping preserve the existing affordability. The overall Project aims to achieve slightly lower rents than the new luxury projects that recently opened and are currently under construction in Downtown Chanhassen. Given the allowed density and site constraints, Santa Vera will not be able to compete with the amenities provided at the Venue, Harlow, or Bennett. As such, it will not be able to command the top of the market rents. However, it 222 4 will serve a very important niche by providing housing to the missing middle – a very underserved segment of the current housing market. Given the investment and focus by the city’s leadership on creating a vibrant downtown, the preservation of existing NOAH units, along with the creation of new moderately priced rental homes near the city center is vital. Those that provide vital city services, as well as those that work at area restaurants, shops, and businesses should also be able to live near where they work. Santa Vera is uniquely located and positioned to expand the city’s housing options and help add to the vibrancy of the surrounding area. Phasing and Construction Schedule It is anticipated that the project will commence construction late fall of 2025. Initial activities will include site clearing, installation of utilities and infrastructure, rough grading and excavation, and then vertical construction. Simultaneously, renovations will occur in the existing 18-unit building. We will purposely keep at least one unit vacant in the existing building to serve as a “hotel” unit for residents to use while their unit is being updated. It is anticipated that the entire duration of construction will be approximately fourteen (14) months. Development Method Headwaters intends to develop and own the project for the foreseeable future. Headwaters is a Twin-Cities based company. The principals of Headwaters have a successful track record, and have been involved in the development, acquisition, and rehabilitation of over 5,000 units translating to over $2 billion worth of projects spanning the Midwest, Central Plains, and Mountain West regions of the Unit States. 223 DescriptionRev.DateSANTA VERA APARTMENTS CHANHASSEN, MINNESOTA07.11.2025CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:25-100PMJM04/04/2025G:\Shared Drives\Active Projects\Chanhassen\Headwaters Dev - Santa Vera Apartments\CAD\Sheets\COVER SHEET.dwgProject Title: HEADWATERS 6757 KARMEN AVENUE ALBERTVILLE, MN Client:Date: Lic. No.:1RPBCWD Rev-107.21.2025Sheet:XX.XX.XXN O T F O R C O N S T R U C T I O N2RPBCWD Rev-207.29.2025PRELIMINARY PLANSCLIENT:ENGINEER/LANDSCAPE ARCHITECT:ARCHITECT:SANTA VERA APARTMENTSSHEET INDEX:FOR:VICINITY MAP- NOT TO SCALEC1.0COVER SHEETMEASURE GROUP - PETE MOREAU, PE (MN)PO BOX 10WAYZATA, MN 55391PH: 612-440-0934EMAIL: PMOREAU@MEASUREGRP.COMMEASURE GROUP - JOSH MCKINNEY, PLA (MN)PO BOX 10WAYZATA, MN 55391PH: 612-440-0934EMAIL: JMCKINNEY@MEASUREGRP.COMHEADWATERS6757 KARMEN AVEALBERTVILLE, MNPH: 612-508-4627EMAIL: RCS@HEADWATERS.BUILDSheet NumberSheet TitleC1.0COVER SHEETC2.1DEMOLITION PLANC3.0SITE PLANC4.0GRADING PLANC5.0UTILITY PLANC5.1STORM SEWER PLANC6.0PHASE 1 EROSION CONTROLC6.1PHASE 2 EROSION CONTROLC7.0SWPPP NARRATIVE & NOTESC7.1SWPPP NARRATIVEC8.0CIVIL DETAILS - UTILITY DETAILSC8.1CIVIL DETAILS - STORM SEWER DETAILSC8.2CIVIL DETAILS - STORM SEWER DETAILSC8.3CIVIL DETAILS - SITE DETAILSC8.4CIVIL DETAILS - ADA DETAILSC8.5CIVIL DETAILS- ADA DETAILS -CONTINUEDL0.1TREE PRESERVATION PLAN - TREE INVENTORYL0.2TREE PRESERVATION PLANL1.0LANDSCAPE PLANKAAS WILSON ARCHITECTS - KIM BEHRENS1301 AMERICAN BLVD.BLOOMINTON, MN 55425PH: 612-279-8917EMAIL: KIMB@KAASWILSON.COMSITEW 78TH STLAREDO DRIVEKERBER BLVDSANTA VERA DR224 |||||||||||||||||||||||||||||||||||||||||||||||||||UEUEUEUEUEUEUEUEUEUEUEUEUE UE UE UEUE UE UE UE UEUEUEUE UE UE UE UE U E UEGGGGGG G G G G GGGGGGGGGGGG GGGGGGGG606050 5050XXXXX X15" RCP 12" RCP12" RCP 15" PVC15" RCP 24" RCP8" METAL8" PVC8" METAL 8" VCP (PER PLAN)GMEMGM2 STORY FRAME & STUCCO MULTI-UNIT BUILDINGAREA = 9103 SFBLDG #611BLDG #6211 Story Frame & Stucco Garage ComplexArea = 4630 SFCOVERED ENTRYCOVERED ENTRYCOVERED ENTRYCOVERED ENTRYCOVERED ENTRYCANTILEVERW O O D SH E DDeck SIGN "STOP"SIGN "STOP"SIGN "NO PARKING"SARATOGA DRIVELAREDO DRIVE SANTAVERA DRIVE PID: 257620020OWNER: SANTA VERA APARTMENTS LLCPID: 257620010OWNER: CHANHASSEN CITYBITUMINOUS TRAIL BITUMINOUS TRAILBITUMINOUS PARKING LOTSIGN "15MPH"1' BLOCKRET. WALL1' BLOCKRET. WALL1' BLOCKRET. WALL4' WOODRET. WALLUNKNOWN UPSTREAMSANITARY LOCATIONTTCHAIN LINKFENCE1' BLOCKRET. WALLCABXSATELLITE DISHCABX10 1010101010101010 10 10 10 101010ROOF OVERHANGROOF OVERHANG12" RCP21" RCP12" PVC1 8 " P V C 8" PVC (PER PLAN) 8" DIP (PER PLAN)6" DIP (PER PLAN)8" DIP (PER PLAN) 8" PVC (PER PLAN)8" CIP (PER PLAN)8" ABS (PER PLAN)8" ABS (PER PLAN)SAN SEWER (PER GSOC)WATER 6" DIP (PER GSOC & PLAN)50 DELRIODRIVE5021" RCPPORTABLESHEDCABXROCK MULCH (TYP.)ROCK MULCH (TYP.)ROCK MULCH (TYP.)ROCK MULCH (TYP.)WOODBENCHESFIRE PITCONCRETE STAIRSW/ HANDRAILWOOD MULCHCONCRETE STAIRSW/ HANDRAILCONCRETESTAIRSROCK MULCH (TYP.)ROCK MULCH (TYP.)GRAVEL LOTNO PARKINGDrainage and Utility Easement perSARATOGA 3RD ADDITIONDrainage and Utility Easement perSARATOGA 3RD ADDITIONDrainage and Utility Easement perSARATOGA 3RD ADDITIONCBRE=990.37INV=987.37 NEINV=987.35 SCBRE=990.62CBRE=990.39INV=990.39 NINV=987.36 WCBRE=988.64INV=982.90 NINV=982.87 SINV=984.64 SWCBRE=987.59INV=981.39 NINV=981.43 SINV=983.02 WCBRE=987.33CBRE=987.77INV=981.35 NINV=981.31 SCBRE=987.74INV=981.12 EINV=981.15 SSTSTMHRE=988.19INV=980.55 WINV=? NE/SESUMP=974.87WEIR=982.93NOTCH=980.59STSTMHRE=988.01STSTMHRE=988.04H YDSSSSMHRE=988.50INV=975.88 WINV=975.85 E#111-20" ash#113-10" spruce#114-28" maple#116-60" basswood, multi-stem#117-30" maple#1-boxelder, 3-stem(8,8,8)#2-13" boxelder#5-poplar, 2-stem(15,13)#3-boxelder, 3-stem(8,8,4)#6-poplar, 4-stem(20,20,20,10)#8-13" poplar#22-poplar, 2-stem(20,16)#23-poplar, 2-stem(24,12)#24-poplar, 2-stem(20,20)#25-poplar, 2-stem(10,6)#110-16" pine#109-30" maple#108-22" maple#107-26" maple#106-14" pine#4-boxelder, 4-stem(10,8,6,5)#12-10" boxelder#112-22 maple#105-22" pine#104-15" pine#102-14" pine#101-15" ash#100-14" ash#98-20" spruce#99-18" maple#103-16" pine#97-15" spruce#96-20" mapleCBRE=994.17INV=991.53 SWINV=990.37 EINV=990.35 WSSSSMHRE=995.24CBRE=995.23INV=990.75 ECBRE=994.83CBRE=995.60HHCBRE=995.72INV=992.08 NEINV=991.88 SWCBRE=996.29INV=992.59 NEINV=992.85 SW#86-50" cottonwood#85-20" cottonwood#84-16" boxelder#83-14" boxelder#81-11" boxelder#82-20" crabapple#87-12" maple#88-ash, 2-stem(8,8)#89-22" maple#90 15" maple#91-16" maple#95-48" maple#94-18" maple#93-15" maple#92-15" maple#131-10" red cedar#133-12" cottonwood#132-10" red cedar#79-15" crabapple#80-12" crabapple#78-boxelder, 4-stem(8,8,6,6)#126-11" cottonwood#125-10" elm#124-10" red cedar#123-14" cottonwood#122-10 cottonwood#121-30" cottonwood#120-18" cottonwood#119-10" cottonwood#118-28" maple#26-poplar, 3-stem(20,14,14)#27-20" poplar#28-24" poplar#29-14" poplar#33-11" poplar#32-20" poplar#30-30" poplar#31-poplar, 2-stem(14,14)#7-18" poplar#9-boxelder, 2-stem(10,8)#10-poplar, 2-stem(42,13)#11-35' spruce#16-20" poplar#14-11" boxelder#13-60" cottonwood#15-11" boxelder#20-10" boxelder#19-26" poplar#18-24" poplar#17-24" poplar#37-10" boxelder#35-10" boxelder#36-10" boxelder#34-10" boxelderHYD TNH996.69CSSSSSMHRE=993.60INV=983.83 NEINV=983.86 SW (ORIFICE, NO PIPE)SSSSMHRE=994.50INV=982.01 SWINV=982.60 NWINV=982.08 E#48-10" boxelder#41-10" boxelder#21-boxelder, 3-stem(10,10,10)#38-10" boxelder#39-36" poplar#40-36" poplar#42-10" boxelder#43-14" boxelder#44-16" boxelder#51-11" boxelder#52-10" boxelder#53-12" boxelder#54-11" boxelder#55-10" ash#45-11" boxelder#47-14" boxelder#46-10" boxelder#49-11" boxelder#50-silver maple, 5-stem(12,12,9,6,4)#59-10" maple#60-silver maple, 4-stem(18,16,10,8)#70-26" silver maple#58-10 ash#56-10" ash#57-10" ash#61-basswood, 4-stem(8,8,6,4)#63-12" crabapple#62-10" boxelder#64-14" ash#65-10" ash#66-10" ash#67-12" ash#74-10" boxelder#73-14" boxelder#68-silver maple, 3-stem(8,5,4)#69-16" silver maple#71-15" maple#72-15" maple#75-12" elm#76-14" ashGM#127-12" cottonwood#128-cottonwood, 2-stem(10,8)#129-10" maple#130-15" cottonwood#77-15' red cedarAREA : 167713.25 SF3.85 ACRES8.00N16°56'27"EL=137.87meas.(137.88plat)R=474.00Δ=16°39'56"meas.(16°40'00"plat)N89°43'33"W 78.00N00°16'27"E 513.79N89°11'28"W 174.96N53°31'23"W 254.72N00°20'03"E 252.00 L=219.05R=171.00Δ=73°23'36"47.222 . 5 46.222 . 1 46.222 . 2 70.516 . 1 23.514 . 2 16.522 . 517.214 . 1 23.516 . 1 68.822 . 2 46.222 . 1 1. 0 24 . 0 31.81. 0 8.61. 0 43.24. 0 24.040 . 6 83.624 . 0 83.04. 0 24.08.631.842.61. 0 48.61005.91005.51005.71005.81001.61001.41001.61001.81001.01001.61001.0998.4998.8999.1999.2999.1998.9998.7998.7 997.8995.6997.2995.0994.6995.2993.4993.2993.1993.5993.8992 . 6 994.4995.7999.0996.9995.8997.0995.3995.699 5 . 7 9 9 4 . 4 994.2993.2992.3993.7994.8995.3995.8996.1995.8996.0995.6994.7994.8994.4993.5993.7991.8992.5994.8995.9992.2991.4993.8996.7997.8997.4995.3997.9995.7991.1991.7993.9995.2995.5996.2996.6997.2997.41000.71001.61003.21002.41001.9996.5995.7993.5992.7992.5991.1991.2990.8990.4993.1991.3990.2989.2990.8990.7990.3990.79 9 2 . 5 993.8991.8989. 4 989.3989.2989.0988.6988.7990.2991.4991.4992.0992.5989.4990.3990.7999.2998.7998.59 9 8 . 5 1001.7 992.6992.8 990 991 992 993 994 9 9 2 99 3 99 4993994995996 992 99 3 990 991 992 993991992 996 997 998 9991000 99899910001001100110021002100310031004100410051005 99699799899910001001 992 993 994995991 99299 3 991 992 993 991 992 993 995 991991991992993994995996997991990 991 992 993 994 990 989 989 996 996989 989 988 995996 997 998 999 1000 100110021003 1004 10059991000100110021003992 99 3 99 4 995 996 997 99 8 997 994992995996994993995WEST FFE: 1000.00EAST FFE: 996.00EGRESS WINDOWLOWEST OPENING: 994.60REMOVE & SALVAGEHYDRANT FOR FUTURE USEREMOVE FIREPIT& BENCHESREMOVE DECKREMOVE GRAVELPARKING AREAREMOVEEXISTINGSIDEWALKREMOVERETAINING WALLREMOVE SHEDREMOVE PAVEMENTREMOVESATELLITE DISHSEE TREE PRESERVATIONPLAN ON SHEET L0.1 FORTREE REMOVALSSANITARY LINELOCATED PERGSOC. IF THISLINE EXISTS,REMOVE TOTHE EXTENTSSHOWN ONTHIS PLANREMOVE SANITARY MANHOLEREMOVEPORTION OFRETAINING WALL.SEE SITE ANDGRADING PLANSREMOVE EXISTINGSANITARY MHREMOVE EXISTING 6" DIPWATER LINE TO THEEXTENTS SHOWN.REMOVE PAVEMENTREMOVE PAVEMENTREMOVE PED RAMPSAND DRIVE APRONDescriptionRev.DateSANTA VERA APARTMENTS CHANHASSEN, MINNESOTA07.11.2025CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:25-100PMJM04/04/2025G:\Shared Drives\Active Projects\Chanhassen\Headwaters Dev - Santa Vera Apartments\CAD\Sheets\DEMOLITION PLAN.dwgProject Title: HEADWATERS 6757 KARMEN AVENUE ALBERTVILLE, MN Client:Date: Lic. No.:I hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalLandscape Architect under thelaws of the State of Minnesota.1RPBCWD Rev-107.21.2025Sheet:XX.XX.XX53234Joshua J McKinney, PLAN O T F O R C O N S T R U C T I O N I hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalEngineer under the laws of theState of Minnesota.53735Peter S Moreau, PE2RPBCWD Rev-207.29.2025C2.1DEMOLITION PLANLEGENDEXISTINGPROPOSEDPROPERTY BOUNDARYLOT LINESETBACK LINERIGHT OF WAY LINEEASEMENTSTANDARD CURB AND GUTTERFENCERETAINING WALLSCALE IN FEET060301.DEMOLITION NOTES ARE NOT COMPREHENSIVE. CONTRACTOR SHALL VISIT THE SITE PRIOR TOCONSTRUCTION TO OBTAIN A CLEAR UNDERSTANDING OF THE INTENDED SCOPE OF WORK.2. THE DESIGN SHOWN IS BASED ON ENGINEER'S UNDERSTANDING OF EXISTING CONDITIONS.THE EXISTING CONDITIONS SHOWN ON THIS PLAN ARE BASED UPON ALTA AND TOPOGRAPHICMAPPING PREPARED BY XXXX DATED XX-XX-XXXX. IF CONTRACTOR DOES NOT ACCEPTEXISTING TOPOGRAPHY AS SHOWN ON THE PLANS WITHOUT EXCEPTION, CONTRACTOR SHALLHAVE MADE, AT OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYORAND SUBMIT IT TO THE OWNER FOR REVIEW.3. THE CONTRACTOR IS RESPONSIBLE FOR DEMOLITION, REMOVAL, AND DISPOSING INALOCATION APPROVED BY ALL GOVERNING AUTHORITIES AND IN ACCORDANCE WITHAPPLICABLE CODES, OF ALL STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS, PARKING,DRIVES, DRAINAGE STRUCTURES, UTILITIES, ETC., SUCH THAT THE IMPROVEMENTS SHOWN ONTHE PLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TOSUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL PERTHE GEOTECHNICAL REPORT AND/OR GEOTECHNICAL ENGINEER.4.CLEARING AND GRUBBING: CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROMTHE SITE AND DISPOSING THE DEBRIS IN A LAWFUL MANNER. CONTRACTOR IS RESPONSIBLEFOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL.5.. CONTRACTOR IS RESPONSIBLE FOR THE DISCONNECTION OF UTILITY SERVICES TO EXISTINGBUILDINGS PRIOR TO DEMOLITION OF THE BUILDINGS.6. CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO REMOVALAND/OR RELOCATION OF UTILITIES. CONTRACTOR SHALL COORDINATE WITH UTILITYCOMPANIES CONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE UTILITYCOMPANIES' FORCES AND ANY FEES WHICH ARE TO BE PAID TO UTILITY COMPANIES FORSERVICES. CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES.7. CONTRACTOR IS SPECIFICALLY CAUTIONED THAT LOCATIONS OF EXISTING UTILITIES SHOWNON THIS PLAN HAVE BEEN DETERMINED FROM INFORMATION AVAILABLE. ENGINEER ASSUMESNO RESPONSIBILITY FOR THE UTILITY MAPPING ACCURACY. PRIOR TO START OF ANYDEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY UTILITY COMPANIES 48 HOURS PRIORTO ANY EXCAVATION FOR ON-SITE LOCATIONS OF EXISTING UTILITIES. THE LOCATIONS OFUTILITIES SHALL BE OBTAINED BY THE CONTRACTOR BY CALLING MINNESOTA GOPHER STATEONE CALL AT 800-252-1166 OR651-454-0002.8.THE MAPPING LOCATION OF ALL EXISTING SEWERS, PIPING, AND UTILITIES SHOWN ARE NOT TOBE INTERPRETED AS THE EXACT LOCATION, OR AS THE ONLY OBSTACLES THAT MAY OCCUR ONTHE SITE. VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANYANTICIPATED FEATURES. GIVE NOTICE TO ALL UTILITY COMPANIES REGARDING DESTRUCTIONAND REMOVAL OF ALL SERVICE LINES AND CAP ALL LINES BEFORE PROCEEDING WITH WORK.UTILITIES DETERMINED TO BE ABANDONED SHALL BE REMOVED IF UNDER THE BUILDINGINCLUDING 10' BEYOND FOUNDATIONS.9.ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC CABLE AND/OR GAS LINES NEEDING TO BEREMOVED OR RELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY.ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THEUTILITY COMPANY IS NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE.CONTRACTOR SHALL PAY CLOSE ATTENTION TO EXISTING UTILITIES WITHIN THE ROAD RIGHTOF WAY DURING CONSTRUCTION.10.CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES,ENCLOSURES, ETC., TO THE BEST PRACTICES.11.CONTINUOUS ACCESS SHALL BE MAINTAINED FOR THE SURROUNDING PROPERTIES AT ALLTIMES DURING DEMOLITION OF THE EXISTING FACILITIES12.PRIOR TO DEMOLITION OCCURRING, ALL EROSION CONTROL DEVICES ARE TO BE INSTALLEDAND APPROVED BY THE LOCAL AUTHORITY.13.CONTRACTOR SHALL LIMIT SAW-CUT & PAVEMENT REMOVAL TO ONLY THOSE AREAS WHEREIT IS REQUIRED AS SHOWN ON THESE CONSTRUCTION PLANS BUT IF ANY DAMAGE IS INCURREDON ANY OF THE SURROUNDING PAVEMENT, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FORITS REMOVAL AND REPAIR.14.CONTRACTOR TO PROTECT EXISTING FEATURES WHICH ARE TO REMAIN. DAMAGE TO ANYEXISTING CONDITIONS TO REMAIN WILL BE REPLACED AT CONTRACTOR'S EXPENSE.15.ABANDON OR REMOVE ALL SANITARY, WATER AND STORM SERVICES PER CITY STANDARDS.COORDINATE ALL WORK WITH CITY. ALL STREET RESTORATION SHALL BE COMPLETED INCOMPLIANCE WITH LOCAL STANDARDS.16.CONTRACTOR SHALL PREPARE AND SUBMIT TO THE GOVERNING AUTHORITY A TRAFFICAND/OR PEDESTRIAN TRAFFIC PLAN PER CITY/COUNTY/STATE STANDARDS TO BE APPROVEDBY THE LOCAL GOVERNING AUTHORITY.DEMOLITION NOTES225 606050 5050XXXXX XEMSIGN "STOP"SIGN "STOP"SIGN "NO PARKING"SARATOGA DRIVELAREDO DRIVE SANTAVERA DRIVEPID: 257620010OWNER: CHANHASSEN CITYBITUMINOUS TRAIL BITUMINOUS TRAILBITUMINOUS PARKING LOTSIGN "15MPH"TTCHAIN LINKFENCE10 1010101010101010 10 10 10 10101050 DELRIODRIVE50 ROCK MULCH (TYP.)ROCK MULCH (TYP.)ROCK MULCH (TYP.)ROCK MULCH (TYP.)WOOD MULCHCONCRETESTAIRSROCK MULCH (TYP.)ROCK MULCH (TYP.)Drainage and Utility Easement perSARATOGA 3RD ADDITIONDrainage and Utility Easement perSARATOGA 3RD ADDITIONDrainage and Utility Easement perSARATOGA 3RD ADDITIONWEST FFE: 1000.00EAST FFE: 996.00EGRESS WINDOWLOWEST OPENING: 994.60HYD D2 STORYMULTIFAMILY12 UNITSFFE: 995.00GFE: 994.832 STORYMULTIFAMILY16 UNITSFFE: 996.00GFE: 995.83HYD DDSTORMWATER RETENTION(NURP) BASINS±44,590 C.F. COMBINEDTOTAL LIVE STORAGE±8,590 C.F. COMBINEDTOTAL DEAD STORAGETOP BERM: 993.00E.O. SPILLWAY: 992.50HWL: 992.06WQVE: 990.40NWL: 988.30RE-USE SHUTOFF: 987.00BOTTOM: 984.00D6111166677878785.0'5.0'R5.0'TYP.R27.0'R15.0'26.0'18.0'24.0'18.0'24.0'222213.0'5.0'22.3'116.7'50.7'87233333345DDDDDBA6C8DOGRUNRESIDENTPATIO1010BR15.0'R52.0'R15.0'R5.0'R15.0'R15.0'R5.0'TYP.3911121212129113E32.9'25.8'26.6'23.8'22.0'4.3'23.3'DescriptionRev.DateSANTA VERA APARTMENTS CHANHASSEN, MINNESOTA07.11.2025CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:25-100PMJM04/04/2025G:\Shared Drives\Active Projects\Chanhassen\Headwaters Dev - Santa Vera Apartments\CAD\Sheets\SITE PLAN.dwgProject Title: HEADWATERS 6757 KARMEN AVENUE ALBERTVILLE, MN Client:Date: Lic. No.:1RPBCWD Rev-107.21.2025Sheet:XX.XX.XXN O T F O R C O N S T R U C T I O N I hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalEngineer under the laws of theState of Minnesota.53735Peter S Moreau, PE2RPBCWD Rev-207.29.2025C3.0SITE PLANLEGENDDEVELOPMENT SUMMARYKEYNOTESB6-12 CURB & GUTTER1ZONING INFORMATIONCURRENT SITE ZONING:PROPOSED SITE ZONING:SITE DATATOTAL SITE AREA:DENSITYTOTAL UNITS:DENSITY:BUILDING SETBACKSFRONT:SIDE:REAR:PARKING-EXISTING 1.89/UNITENCLOSEDEXTERIORTOTALPARKING- NEW - 2.21/ UNITENCLOSEDEXTERIORTOTALSITE PARKING RATIOPARKING DIMENSIONSSTALL DIMENSIONSDRIVE AISLE WIDTHIMPERVIOUS SURFACEREQUIREDPROPOSEDPUDPUD3.85 ACRES50'20'20'50.7'22.3'22.3'28 STALLS28 STALLS56 STALLS28 STALLS34 STALLS62 STALLS2 STALLSPER UNIT2.21 STALLSPER UNIT65% MAXPER PUD50.4%9x18'24'9'x18'24'&26'20 UPA MAX46 UNITS11.95 UPAADA SIGNAGE & BOLLARDS - SEE CIVIL DETAILS2ADA PARKING STRIPING - SEE CIVIL DETAILS3PEDESTRIAN RAMP WITH TRUNCATED DOMES4FLUSH CURB5CONCRETE SIDEWALK6LIGHT POLE WITH FOUNDATION7RETAINING WALL WITH FENCE85' CURB TRANSITION- SEE GRADING PLAN936" CHAIN LINK FENCE - BLACK, VINYL COATED10STOP SIGNMATCH EXISTINGPROPOSEDPROPERTY BOUNDARYSETBACK LINERIGHT OF WAY LINEEASEMENTSTANDARD CURB AND GUTTERHEAVY DUTY BITUMINOUS PAVEMENTLIGHT DUTY BITUMINOUS PAVEMENTCONCRETE SIDEWALKHEAVY DUTY CONCRETE PAVEMENTFENCERETAINING WALL (BY OTHERS)TRAFFIC SIGNLIGHT POLESCALE IN FEET06030GRILL STATION - SEE ARCHITECTURAL DETAILSDESIGN BY OTHERSABC17 STALLS17 STALLS34 STALLS11SAW CUT PAVEMENT - MEET AND MATCHAIR CONDITIONING UNITSD12FIRE LANE- NO PARKING SIGNAGEIRRIGATION PUMP STATION (STORMWATER REUSE)E226 |||||||||||||||||||||||||||||||||||||||||UEUEUEUEUEUEUEUEUEUEUEUEUE UE UE UEUE UE UE UE UEUEUEUE UE UE UE UE UEUEGGGGGGGG G G GGGGGGGGGGGG GGGGGGGGXXXXXX15" RCP 12" RCP12" RCP 15" PVC15" RCP 24" RCP8" VCP (PERPLAN)SIGN "STOP"SIGN "STOP"SIGN "NO PARKING"SARATOGA DRIVELAREDO DRIVE SANTAVERA DRIVEPID: 257620010OWNER: CHANHASSEN CITYSIGN "15MPH"CHAIN LINKFENCE10 1010101010101010 1 0 10 10 10101012" RCP1 5 " R C P 21" RCP12" PVC1 8 " P VC 8" PVC (PER PLAN) 8" DIP (PERPLAN)6" DIP (PER PLAN)8" DIP (PERPLAN) 8" PVC (PER PLAN)8" CIP (PERPLAN)8" ABS (PERPLAN)8" ABS (PERPLAN)DELRIODRIVE21" RCPROCK MULCH (TYP.)ROCK MULCH (TYP.)ROCK MULCH (TYP.)ROCK MULCH (TYP.)WOOD MULCHCONCRETESTAIRSROCK MULCH (TYP.)ROCK MULCH (TYP.)GRAVEL LOTDrainage and UtilityEasement per SARATOGA3RD ADDITIONDrainage and UtilityEasement per SARATOGA3RD ADDITIONDrainage and UtilityEasement per SARATOGA3RD ADDITIONCBRE=990.37INV=987.37 NEINV=987.35 SCBRE=990.62CBRE=990.39INV=990.39 NINV=987.36 WCBRE=988.64INV=982.90 NINV=982.87 SINV=984.64 SWCBRE=987.59INV=981.39 NINV=981.43 SINV=983.02 WCBRE=987.33CBRE=987.77INV=981.35 NINV=981.31 SCBRE=987.74INV=981.12 EINV=981.15 SSTSTMHRE=988.19INV=980.55 WINV=? NE/SESUMP=974.87WEIR=982.93NOTCH=980.59STSTMHRE=988.01STSTMHRE=988.04H YDSSSSMHRE=988.50INV=975.88 WINV=975.85 ECBRE=994.17INV=991.53 SWINV=990.37 EINV=990.35 WSSSSMHRE=995.24CBRE=995.23INV=990.75 ECBRE=994.83CBRE=995.60CBRE=995.72INV=992.08 NEINV=991.88 SWCBRE=996.29INV=992.59 NEINV=992.85 SW1005.91005.51005.71005.81001.61001.41001.61001.81001.01001.61001.0998.4998.8999.1999.2999.1998.9998.7998.7 997.8995.6997.2995.0994.6995.2993.4993.2993.1993.5993.8992 . 6 994.4995.7999.0996.9995.8997.0995.3995.699 5 . 7 9 9 4 . 4 994.2993.2992.3993.7994.8995.3995.8996.1995.8996.0995.6994.7994.8994.4993.5993.7991.8992.5994.8995.9992.2991.4993.8996.7997.8997.4995.3997.9995.7991.1991.7993.9995.2995.5996.2996.6997.2997.41000.71001.61003.21002.41001.9996.5995.7993.5992.7992.5991.1991.2990.8990.4993.1991.3990.2989.2990.8990.7990.3990.79 9 2 . 5 993.8991.8989. 4 989.3989.2989.0988.6988.7990.2991.4991.4992.0992.5989.4990.3990.7999.2998.7998.59 9 8 . 5 1001.7 992.6992.8 99 0 991 99 2 993 994 99299399499399499599699 2 993 9 9 0 99 1 99 2 99 3991992 996 997 998 999 1000 99899910001001100110021002100310031004100410051005 99699799899910001001992 993994995991 9 9 2 9 9 3 991 992 993 991 992 99 3 995 991991991992993994995996997991990 991 992 993 994 990 989 989 996 996989 989 988 9 9 5 99 6 997 998999 10001001100210031004100599910001001100210039929 9 3 9 9 4 995 99 6 99 7 9 9 8 9 9 7 994992995996994993995WEST FFE: 1000.00EAST FFE: 996.00EGRESS WINDOWLOWEST OPENING: 994.60|||||||||||||HYD D| |2 STORYMULTIFAMILY12 UNITSFFE: 995.00GFE: 994.832 STORYMULTIFAMILY16 UNITSFFE: 996.00GFE: 995.83SSHYD DDSTORMWATER RETENTION(NURP) BASINS±44,590 C.F. COMBINEDTOTAL LIVE STORAGE±8,590 C.F. COMBINEDTOTAL DEAD STORAGETOP BERM: 993.00E.O. SPILLWAY: 992.50HWL: 992.06WQVE: 990.40NWL: 988.30RE-USE SHUTOFF: 987.00BOTTOM: 984.00DLODLODLODLODLOD LODLODL O D LODLODLOD LODLODLODLODLOD LODL O D LODLODLODLODLODLODLODLODLOD LOD LODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLOD LOD LOD LOD LOD LOD LOD |||||||||||||||||||||||||||||||||||||||||UEUEUEUEUEUEUEUEUEUEUEUEUE UE UE UEUE UE UE UE UEUEUEUE UE UE UE UE UEUEGGGGGGGG G G GGGGGGGGGGGG GGGGGGGGXXXXXX15" RCP 12" RCP12" RCP 15" PVC15" RCP 24" RCP8" VCP (PERPLAN)SIGN "STOP"SIGN "STOP"SIGN "NO PARKING"SARATOGA DRIVELAREDO DRIVE SANTAVERA DRIVEPID: 257620010OWNER: CHANHASSEN CITYSIGN "15MPH"CHAIN LINKFENCE10 1010101010101010 1 0 10 10 10101012" RCP1 5 " R C P 21" RCP12" PVC1 8 " P VC 8" PVC (PER PLAN) 8" DIP (PERPLAN)6" DIP (PER PLAN)8" DIP (PERPLAN) 8" PVC (PER PLAN)8" CIP (PERPLAN)8" ABS (PERPLAN)8" ABS (PERPLAN)DELRIODRIVE21" RCPROCK MULCH (TYP.)ROCK MULCH (TYP.)ROCK MULCH (TYP.)ROCK MULCH (TYP.)WOOD MULCHCONCRETESTAIRSROCK MULCH (TYP.)ROCK MULCH (TYP.)GRAVEL LOTDrainage and UtilityEasement per SARATOGA3RD ADDITIONDrainage and UtilityEasement per SARATOGA3RD ADDITIONDrainage and UtilityEasement per SARATOGA3RD ADDITIONCBRE=990.37INV=987.37 NEINV=987.35 SCBRE=990.62CBRE=990.39INV=990.39 NINV=987.36 WCBRE=988.64INV=982.90 NINV=982.87 SINV=984.64 SWCBRE=987.59INV=981.39 NINV=981.43 SINV=983.02 WCBRE=987.33CBRE=987.77INV=981.35 NINV=981.31 SCBRE=987.74INV=981.12 EINV=981.15 SSTSTMHRE=988.19INV=980.55 WINV=? NE/SESUMP=974.87WEIR=982.93NOTCH=980.59STSTMHRE=988.01STSTMHRE=988.04H YDSSSSMHRE=988.50INV=975.88 WINV=975.85 ECBRE=994.17INV=991.53 SWINV=990.37 EINV=990.35 WSSSSMHRE=995.24CBRE=995.23INV=990.75 ECBRE=994.83CBRE=995.60CBRE=995.72INV=992.08 NEINV=991.88 SWCBRE=996.29INV=992.59 NEINV=992.85 SW1005.91005.51005.71005.81001.61001.41001.61001.81001.01001.61001.0998.4998.8999.1999.2999.1998.9998.7998.7 997.8995.6997.2995.0994.6995.2993.4993.2993.1993.5993.8992 . 6 994.4995.7999.0996.9995.8997.0995.3995.699 5 . 7 9 9 4 . 4 994.2993.2992.3993.7994.8995.3995.8996.1995.8996.0995.6994.7994.8994.4993.5993.7991.8992.5994.8995.9992.2991.4993.8996.7997.8997.4995.3997.9995.7991.1991.7993.9995.2995.5996.2996.6997.2997.41000.71001.61003.21002.41001.9996.5995.7993.5992.7992.5991.1991.2990.8990.4993.1991.3990.2989.2990.8990.7990.3990.79 9 2 . 5 993.8991.8989. 4 989.3989.2989.0988.6988.7990.2991.4991.4992.0992.5989.4990.3990.7999.2998.7998.59 9 8 . 5 1001.7 992.6992.8 99 0 991 99 2 993 994 99299399499399499599699 2 9939 9 0 99 1 99 2 99 3991992 996 997 998 999 1000 99899910001001100110021002100310031004100410051005 99699799899910001001992 993994995991 9 9 2 9 9 3 991 992 993 991 992 99 3 995 991991991992993994995996997991990 991 992 993 994 990 989 989 996 996989 989 988 9 9 5 99 6 997 998999 10001001100210031004100599910001001100210039929 9 3 9 9 4 995 99 6 99 7 9 9 8 9 9 7 994992995996994993995WEST FFE: 1000.00EAST FFE: 996.00EGRESS WINDOWLOWEST OPENING: 994.609 9 4 996995996996 993 99 2 99 0 987992993994994994991992993 99199298998799199299 3 996997998999989 990 991 992 993 988 990988 9949989979989969979959969 9 7 99 8 99399099499 5996997995995 994 990997999996 989993993993 991990991992993 993987 996 98799599499499 1 99399098 8 993989 991 993993 9891.9%-18.0%-5.7%-1.6%-1.5%-2.4%-5.8%-2.5%-107.8%-2.5%-2.0%-1.7%-2.0%-2.0%-2.0%-2.0%-2.0%-2.0%-2.0%-1.5%-1.5%-1.5%-2.5%-3.0%-3.0%-3.7%-2.4%-2. 0 %-7.6%-0.5%-24.9%-15.3%-1.5% -33.3%-30.0%-26 .0%-2.0%-2.0%-2.8%-2.5%-1.5%-2.0%-4.3%-2.3%-2.0%- 2 . 1% -1. 6 % -1.5% -1. 5 %-3.0%-1.5%-1.6%-24.0%-2.0%-2.0% -1.7%-33.3%-33.3%-33.3%-18 . 0 %-2.4%-1.5%99 3 992 994 996995-1.7%-2.0% -1.7%-3.5%-2.5%LODLODLODLODLOD LODLODL O D LODLODLOD LODLODLODLODLOD LODL O D LODLODLODLODLODLODLODLODLOD LOD LODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLOD LOD LOD LOD LOD LOD LOD 993 984 98 7987 991989-33.3% 98 9 98 7 988984984993991989991 993988-33.3%-33.3%-33.3%991 989989 995.05 M.E.995.10 BW995.10 BW995.50 BW995.30 TW997.00 TW997.50 TW995.15995.83995.83996.00996.70996.75995.70 M.E.995.20 M.E.995.75 E.O.995.75995.67995.67994.50995.00994.50995.00994.50995.00994.50995.001000.30 M.E.995.75995.67995.801001.40 TW995.40 BW1002.10 TW995.10 BW1003.90 TW995.10 BW1004.60 TW995.13 BW1004.60 TW995.10 BW1003.80 TW995.10 BW1002.20 TW995.10 BW1000.80 TW995.10 BW1000.30 TW995.67 BW995.45995.65995.73995.44994.67994.75993.00988.23988.16995.20995.30995.10994.60994.60995.10995.10994.50994.60994.30994.23994.50994.15994.99994.20993.51993.50993.60995.50 M.E.994.20994.20994.28994.28994.80994.79994.85994.85994.80994.48994.40994.40994.48994.81994.73994.20994.17993.83993.80988.66988.71994.85993.90994.77994.77995.78995.86995.83995.83995.83995.83995.83995.83995.68995.86995.78994.20994.83994.83994.86994.75994.67994.75994.86994.67994.85994.72994.83995.05995.10994.40 E.O.995.62995.75995.67995.86995.75996.80996.30996.10993.30993.30 M.E.993.50 M.E.994.52994.60 E.O.994.80994.85995.25995.01994.42994.42994.92994.92995.00994.58993.90994.20994.77994.77994.50995.50995.00995.40994.50994.72994.65994.90995.05987.94 E.O.987.73988.10988.30 M.E.988.02988.96 M.E.993.30993.40994.20994.83994.81994.85995.00995.00995.00995.00995.75994.901000.50 TW1000.00 BW995.77995.77995.83995.83995.83994.80994.50995.18994.50994.65994.80994.90993.30993.60987.83987.60988.73988.78992.50 E.O.992.50 E.O.993.00993.00993.00993.00993.00993.00993.00993.00993.00988.30993.00993.00993.00993.00995.33995.20995.86996.00996.00996.00995.83999.00 TW998.50 BW996.00996.05995.90 M.E.995.50 M.E.995.50 M.E.990.70 M.E.992.60 M.E.992.10 M.E.992.50 M.E.991.00994.73994.58994.53996.00996.00996.00995.86995.86995.86995.67995.70 E.O.994.40994.65994.77994.80994.58995.77995.77995.45995.75995.25994.83994.83995.00995.00988.24 M.E.??? M.E.989.04 M.E.988.25 M.E.987.72 M.E.987.70 M.E.993.30 E.O.993.80993.70993.45993.37992.12992.20988.83988.78988.73990.70 M.E.991.25991.35991.10987.90993.20993.20988.30988.30993.20994.65993.00993.00993.00993.00988.30988.30988.30988.30988.30988.30988.30988.30988.30988.30988.30988.30988.30988.30988.30988.30988.30993.20993.00993.00DescriptionRev.DateSANTA VERA APARTMENTS CHANHASSEN, MINNESOTA07.11.2025CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:25-100PMJM04/04/2025G:\Shared Drives\Active Projects\Chanhassen\Headwaters Dev - Santa Vera Apartments\CAD\Sheets\GRADING PLAN.dwgProject Title: HEADWATERS 6757 KARMEN AVENUE ALBERTVILLE, MN Client:Date: Lic. No.:1RPBCWD Rev-107.21.2025Sheet:XX.XX.XXN O T F O R C O N S T R U C T I O N I hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalEngineer under the laws of theState of Minnesota.53735Peter S Moreau, PE2RPBCWD Rev-207.29.2025C4.0GRADING PLANLEGENDGRADING NOTES1.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES ASSHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFYSITE CONDITIONS AND UTILITY LOCATIONS PRIOR TOEXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELYIF ANY DISCREPANCIES ARE FOUND.2.CONTRACTORS SHALL REFER TO ARCHITECTURAL PLANS FOR EXACTLOCATIONS AND DIMENSIONS OF VESTIBULE, SLOPED PAVEMENT, EXITPORCHES, RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS, EXACTBUILDING UTILITY ENTRANCE LOCATIONS, AND EXACT LOCATIONS ANDNUMBER OF DOWNSPOUTS.3.ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF"STANDARD SPECIFICATIONS FOR TRENCH EXCAVATION ANDBACKFILL/SURFACE RESTORATION" AS PREPARED BY THE CITY ENGINEERSASSOCIATION OF MINNESOTA.4.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE SIX INCHES OF TOPSOIL ANDSOD OR SEED. THESE AREAS SHALL BE WATERED UNTIL A HEALTHY STAND OFGRASS IS OBTAINED. SEE LANDSCAPE PLAN FOR PLANTING AND TURFESTABLISHMENT.5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAININGTRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS,DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OFTRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BEAPPROVED BY THE ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROLDEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS6.ALL SLOPES SHALL BE GRADED TO 3:1 OR FLATTER, UNLESS OTHERWISEINDICATED ON THIS SHEET.7.CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADINGAND PROVIDE A SMOOTH FINISHED SURFACE WITH UNIFORM SLOPES BETWEENPOINTS WHERE ELEVATIONS ARE SHOWN OR BETWEEN SUCH POINTS ANDEXISTING GRADES.8.SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS &GUTTER FLOW LINE UNLESS OTHERWISE NOTED. PROPOSED CONTOURS ARETO FINISHED SURFACE GRADE.9.SEE SOILS REPORT FOR PAVEMENT THICKNESSES AND HOLD DOWNS.10.CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL THAT EXISTSAFTER THE SITE GRADING AND UTILITY CONSTRUCTION IS COMPLETED. THECONTRACTOR SHALL DISPOSE OF ALL EXCESS SOIL MATERIAL IN A MANNERACCEPTABLE TO THE OWNER AND THE REGULATING AGENCIES.11.CONTRACTOR SHALL PROVIDE A STRUCTURAL RETAINING WALL DESIGNCERTIFIED BY A LICENSED PROFESSIONAL ENGINEER.12.ALL CONSTRUCTION SHALL CONFORM TO LOCAL, STATE AND FEDERAL RULESINCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM(NPDES) PERMIT REQUIREMENTS.13.PRIOR TO PLACEMENT OF ANY STRUCTURE OR PAVEMENT, A PROOF ROLL, ATMINIMUM, WILL BE REQUIRED ON THE SUBGRADE. PROOF ROLLING SHALL BEACCOMPLISHED BY MAKING MINIMUM OF 2 COMPLETE PASSES WITHFULLY-LOADED TANDEM-AXLE DUMP TRUCK, OR APPROVED EQUAL, IN EACH OF2 PERPENDICULAR DIRECTIONS WHILE UNDER SUPERVISION AND DIRECTION OFTHE INDEPENDENT TESTING LABORATORY. AREAS OF FAILURE SHALL BEEXCAVATED AND RE-COMPACTED AS SPECIFIED HEREIN.14.EMBANKMENT MATERIAL PLACED BENEATH BUILDINGS AND STREET OR PARKINGAREAS SHALL BE COMPACTED IN ACCORDANCE WITH THE SPECIFIED DENSITYMETHOD AS OUTLINED IN MNDOT 2105.3F1 AND THE REQUIREMENTS OF THEGEOTECHNICAL ENGINEER.15.EMBANKMENT MATERIAL NOT PLACED IN THE BUILDING PAD, STREETS ORPARKING AREA, SHALL BE COMPACTED IN ACCORDANCE WITH REQUIREMENTSOF THEORDINARY COMPACTION METHOD AS OUTLINED IN MNDOT 2105.3F2.16.ALL SOILS AND MATERIALS TESTING SHALL BE COMPLETED BY AN INDEPENDENTGEOTECHNICAL ENGINEER. EXCAVATION FOR THE PURPOSE OF REMOVINGUNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THEGEOTECHNICAL ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FORCOORDINATING ALL REQUIRED SOILS TESTS AND INSPECTIONS WITH THEGEOTECHNICAL ENGINEER.SCALE IN FEET06030PROPERTY BOUNDARYEXISTING CONTOURPROPOSED CONTOURSETBACK LINERIGHT OF WAY LINEEASEMENTSTANDARD CURB AND GUTTERSTORM SEWERFLARED END SECTIONRETAINING WALLDRAINTILEGRADING LIMITSSPOT ELEVATIONFLOW DIRECTIONEMERGENCY OVERFLOWGRADE BREAKLODD-1.50%1000.00E.O.SPOT ELEV. LABELSM.E.=MATCH EXISTINGTW=TOP OF WALLBW=BOTTOM OF WALLTC=TOP OF CURB227 ||||||||||||||||||||||||||||||||||||||||UEUEUEUEUEUEUEUEUEUEUEUEUE UE UE UEUE UE UE UE UEUEUEUE UE UE UE UE U E UE15" RCP 12" RCP12" RCP 15" PVC15" RCP 24" RCP8" VCP (PER PLAN)2 STORY FRAME & STUCCO MULTI-UNIT BUILDINGAREA = 9103 SFBLDG #611BLDG #6211 Story Frame & Stucco Garage ComplexArea = 4630 SFCOVERED ENTRYCOVERED ENTRYCOVERED ENTRYCOVERED ENTRYCOVERED ENTRYCANTILEVERW O O D SH E D SARATOGA DRIVELAREDO DRIVE SANTAVERA DRIVEPID: 257620020OWNER: SANTA VERA APARTMENTS LLC1' BLOCKRET. WALL1' BLOCKRET. WALL1' BLOCKRET. WALL1' BLOCKRET. WALL10 10101010101010101010 10 101010ROOF OVERHANGROOF OVERHANG12" RCP15 " R C P 21" RCP12" PVC1 8 " P V C 8" PVC (PER PLAN) 8" DIP (PER PLAN)6" DIP (PER PLAN)8" DIP (PER PLAN) 8" PVC (PER PLAN)8" CIP (PER PLAN)8" ABS (PER PLAN)DELRIODRIVE21" RCPROCK MULCH (TYP.)ROCK MULCH (TYP.)ROCK MULCH (TYP.)ROCK MULCH (TYP.)CONCRETE STAIRSW/ HANDRAILWOOD MULCHCONCRETE STAIRSW/ HANDRAILROCK MULCH (TYP.)ROCK MULCH (TYP.)Drainage and Utility Easement perSARATOGA 3RD ADDITIONDrainage and Utility Easement perSARATOGA 3RD ADDITIONDrainage and Utility Easement perSARATOGA 3RD ADDITIONCBRE=990.37INV=987.37 NEINV=987.35 SCBRE=990.62CBRE=990.39INV=990.39 NINV=987.36 WCBRE=988.64INV=982.90 NINV=982.87 SINV=984.64 SWCBRE=987.59INV=981.39 NINV=981.43 SINV=983.02 WCBRE=987.33CBRE=987.77INV=981.35 NINV=981.31 SCBRE=987.74INV=981.12 EINV=981.15 SSTSTMHRE=988.19INV=980.55 WINV=? NE/SESUMP=974.87WEIR=982.93NOTCH=980.59STSTMHRE=988.01STSTMHRE=988.04H YDSSMHRE=988.50INV=975.88 WINV=975.85 ERE=994.17INV=991.53 SWINV=990.37 EINV=990.35 WSSMHRE=995.24CBRE=995.23INV=990.75 ECBRE=994.83CBRE=995.60CBRE=995.72INV=992.08 NEINV=991.88 SWCBRE=996.29INV=992.59 NEINV=992.85 SWAREA : 167713.25 SF3.85 ACRES8.00N16°56'27"EL=137.87meas.(137.88plat)R=474.00Δ=16°39'56"meas.(16°40'00"plat)N89°43'33"W 78.00N00°16'27"E 513.79N89°11'28"W 174.96N53°31'23"W 254.72N00°20'03"E 252.00 L=219.05R=171.00Δ=73°23'36"47.222.546.222.1 46.222 . 2 70.516 . 1 23.514 . 2 16.522 . 517.214 . 1 23.516 . 1 68.822 . 2 46.222.11.024 . 0 31.81. 0 8.61. 0 43.24. 0 24.040 . 6 83.624.0 83.04. 0 24.08.631.842.61.048.6WEST FFE: 1000.00EAST FFE: 996.00EGRESS WINDOWLOWEST OPENING: 994.60|||||||||||||HYD D| |2 STORYMULTIFAMILY12 UNITSFFE: 995.00GFE: 994.832 STORYMULTIFAMILY16 UNITSFFE: 996.00GFE: 995.83SSHYD DDSTORMWATER RETENTION(NURP) BASINS±44,590 C.F. COMBINEDTOTAL LIVE STORAGE±8,590 C.F. COMBINEDTOTAL DEAD STORAGETOP BERM: 993.00E.O. SPILLWAY: 992.50HWL: 992.06WQVE: 990.40NWL: 988.30RE-USE SHUTOFF: 987.00BOTTOM: 984.00DLODLODLODLODLOD LODLODLODLODLODLODLOD LODLODLODLOD LODL O D LODLODLODLODLODLODLODLODLOD LOD LODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLOD LOD LOD LOD LOD LOD LOD 6" C900 WATERMAIN6" -22.5° BEND4" C900 FIRESERVICE COORD. W/ MEP6"X6" TEEHYDRANT &6" GATE VALVERE-USE SALVAGEDHYDRANTCONNECT TO EXISTING6" SERVICE PER CITY STANDARDSHYDRANT &6" GATE VALVE2" COPPER DOMESTICSERVICE COORD. W/ MEP6" x 6" TEE4" x 6" TEE4" GATE VALVE2" CORP. STOP2" CORP. STOP6" -22.5° BEND6" TO 4" REDUCER4" C900 FIRESERVICE COORD. W/ MEP2" COPPER DOMESTICSERVICE COORD. W/ MEP4" SANITARY SERVICECOORD. W/ MEPIE=984.08SAN MH-1CONSTRUCT MANHOLE TOCONNECT TO EXISTING LINERIM: 993.50IE=979.70 (W)IE=979.60 (E) - EXISTINGCONTRACTOR TO VERIFY EX.ELEVATION PRIOR TO CONNECTIONAND CONTACT ENGINEER W/ ANYDISCREPANCIES PRIOR TOCONSTRUCTION4" SANITARY SERVICECOORD. W/ MEPIE=985.3842 LF -4" PVC @ 2%107 LF -4" PVC @ 2%SAN MH-2RIM: 993.90IE=983.24 (W)IE=983.24 (S)IE=983.14 (E)12376 LF -4" PVC @ 4.5%3/4" BACKUP SUPPLY LINE FOR IRRIGATION SYSTEMCOORD. W/ IRRIGATION DESIGNERDescriptionRev.DateSANTA VERA APARTMENTS CHANHASSEN, MINNESOTA07.11.2025CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:25-100PMJM04/04/2025G:\Shared Drives\Active Projects\Chanhassen\Headwaters Dev - Santa Vera Apartments\CAD\Sheets\UTILITY PLAN.dwgProject Title: HEADWATERS 6757 KARMEN AVENUE ALBERTVILLE, MN Client:Date: Lic. No.:1RPBCWD Rev-107.21.2025Sheet:XX.XX.XXN O T F O R C O N S T R U C T I O N I hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalEngineer under the laws of theState of Minnesota.53735Peter S Moreau, PE2RPBCWD Rev-207.29.2025C5.0UTILITY PLANLEGENDUTILITY NOTES1.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OFEXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUSUTILITY COMPANIES AND LIMITED MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION SHALLNOT BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL VERIFY EXISTINGCONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OFDISCREPANCIES.2.ALL SANITARY SEWER, STORM SEWER AND WATER MAIN MATERIAL AND INSTALLATIONS SHALL BEPER CITY REQUIREMENTS, MINNESOTA PLUMBING CODE, AND IN ACCORDANCE WITH THECURRENT EDITION OF THE STANDARD UTILITIES SPECIFICATION AS PREPARED BY THE CITYENGINEERS ASSOCIATION OF MINNESOTA (CEAM).3.PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN THE NECESSARY FEDERAL, STATEAND LOCAL PERMITS FOR THE PROPOSED WORK OR VERIFY WITH THE OWNER OR ENGINEER THATPERMITS HAVE BEEN OBTAINED. PERMIT FEES SHALL BE THE RESPONSIBILITY OF THE CONTRACTORUNLESS OTHERWISE ARRANGED WITH THE OWNER.4.CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONSOF DOORWAYS, RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS, AND EXACT BUILDINGUTILITY CONNECTION LOCATIONS.5.ALL PRIVATE UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE SPECIFICATIONS OFTHE APPROPRIATE UTILITY COMPANY. THE CONTRACTOR SHALL COORDINATE THE SERVICE LINECONSTRUCTION WITH THE UTILITY COMPANIES.6.CONTRACTOR SHALL OBTAIN ALL NECESSARY CITY PERMITS FOR UTILITY CONNECTIONS ANDUTILITIES SHALL BE INSPECTED AND APPROVED BY THE CITY. THE CITY SHALL BE NOTIFIED48-HOURS PRIOR TO COMMENCING WITH THE UTILITY CONSTRUCTION OR ANY REQUIREDTESTING. CONTRACTOR SHALL NOT OPERATE, INTERFERE WITH, CONNECT ANY PIPE OR HOSE TO,OR TAP ANY WATER MAIN BELONGING TO THE CITY UNLESS DULY AUTHORIZED TO DO SO BY THECITY. ANY ADVERSE CONSEQUENCES OF SCHEDULED OR UNSCHEDULED DISRUPTIONS OFSERVICE TO THE PUBLIC ARE TO BE THE RESPONSIBILITY OF THE CONTRACTOR.7.PROVIDE WATER MAIN THRUST RESTRAINTS PER CITY STANDARD REQUIREMENTS.8.PER MINNESOTA DEPARTMENT OF LABOR & INDUSTRY REQUIREMENTS, A MINIMUM OF 18 INCHESOF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FROMWATERMAIN TO ANY MANHOLE, SEPTIC SYSTEM, CATCH BASIN, SEWER PIPE, OR OTHER SOURCEOF CONTAMINATION, MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OFTHE CONTAMINATION SOURCE UNLESS OTHERWISE SHOWN.9.UTILITY SERVICES TYPICALLY TERMINATE 5' OUTSIDE BUILDING WALL UNLESS OTHERWISE SHOWNOR NOTED.10.WATERMAIN PIPE SHALL EITHER BE AWWA C900 PVC WITH DUCTILE IRON FITTINGS AND RISERS,OR DIP CLASS 52.11.ALL WATER LINES SHALL HAVE 8' MINIMUM COVER (TOP OF PIPE TO FINISH GRADE). INSULATEWATER MAIN IF LESS THAN 8' OF COVER. INSULATION SHALL BE DOW STYROFOAM HI BRAND 35OR EQUIVALENT, WITH 4 INCHES OF THICKNESS.12.SANITARY SEWER PIPE OUTSIDE THE BUILDING ENVELOPE THAT IS 8" OR GREATER SHALL BEPOLYVINYL CHLORIDE (PVC) SDR 26. SCHEDULE 40 MUST BE USED IS THE PIPE IS 6" OR SMALLER.C900 IS REQUIRED FOR DEPTHS GREATER THAN 20 FEET. SANITARY SEWER PIPE WITHIN 5 FEET OFTHE BUILDING AND UNDER FOOTINGS SHALL BE SCHEDULE 40 PER ASTM D2665. ALL PLASTICSANITARY SEWER SHALL BE INSTALLED PER D2321. SOLVENT WELD JOINTS MUST INCLUDE USE OFA PRIMER WHICH IS OF A CONTRASTING COLOR TO THE PIPE AND CEMENT. ALL SANITARY SEWERSHALL BE TESTED COMPLIANT TO CURRENT MINNESOTA PLUMBING CODE.13.STORM SEWER PIPE:13.1.HDPE OR POLYPROPYLENE PIPE MAY BE INSTALLED WITH APPROVAL OF LOCAL GOVERNINGAGENCIES.13.2.HDPE STORM PIPE 4- TO 60-INCHES IN DIAMETER SHALL MEET REQUIREMENTS OF ASTMF2648. FITTINGS SHALL BE PER ASTM F2306 AND INSTALLED PER ASTM D2321.13.3.POLYPROPYLENE STORM PIPE 12- TO 60-INCHES IN DIAMETER SHALL MEET REQUIREMENTS OFASTM F2881. APPROVED FITTINGS SHALL MEET JOINT PERFORMANCE REQUIREMENTS OFASTM D3212. AT PIPE JOINTS, THE SPIGOT SHALL UTILIZE TWO GASKETS MEETING THEREQUIREMENTS OF ASTM F477. INSTALL IN ACCORDANCE WITH ASTM D2321.13.4.PVC STORM SEWER PIPE AND FITTINGS SHALL BE SCHEDULE 40 PIPE PER ASTM D2665 ANDINSTALLED PER ASTM D2321.13.5.IF REQUIRED BY AHJ, REINFORCED CONCRETE PIPE SHALL BE CLASS 5 FOR PIPE DIAMETERS 18"AND SMALLER AND CLASS 3 FOR PIPE DIAMETERS 21" AND LARGER UNLESS OTHERWISENOTED, PER ASTM C76 WITH R-4 GASKETS.14.ALL PORTIONS OF SANITARY & STORM SEWER SYSTEMS, INCLUDING STRUCTURES, LOCATEDWITHIN 10-FEET OF A BUILDING AND/OR WATER LINE SHALL BE TESTED IN ACCORDANCE WITHMINNESOTA RULES, PART 4714 AND CURRENT MINNESOTA PLUMBING CODE.PROPOSEDPROPERTY BOUNDARYEASEMENTCURB AND GUTTERWATER MAINHYDRANTGATE VALVESANITARY SEWERSTORM SEWERFLARED END SECTION W/ RIP RAP & TRASH GUARDDRAINTILERETAINING WALLGASUNDERGROUND ELECTRICOVERHEAD ELECTRICTELEPHONE/FIBERLIGHT POLE|||GGUEUTSCALE IN FEET06030SUTILITY CROSSING TABLECROSSING #UPPER UTILITYBOTTOM OF PIPELOWER UTILITYTOP OF PIPE1STORM IE= 988.62WATER TOP = 985.302STORM IE= 988.57SAN. TOP = 979.703WATER IE = 985.50SAN. TOP = 984.00DOE228 |||||||||||||||||||||||||||||||||||||UEUEUEUEUEUEUEUEUEUEUEUEUE UE UE UEUE UE UE UE UEUEUEUE UE UE UE UE U E UE15" RCP 12" RCP12" RCP 15" PVC15" RCP 24" RCP8" VCP (PER PLAN)2 STORY FRAME & STUCCO MULTI-UNIT BUILDINGAREA = 9103 SFBLDG #611BLDG #6211 Story Frame & Stucco Garage ComplexArea = 4630 SFCOVERED ENTRYCOVERED ENTRYCOVERED ENTRYCOVERED ENTRYCOVERED ENTRYCANTILEVERW O O D SH E D SARATOGA DRIVELAREDO DRIVE SANTAVERA DRIVEPID: 257620020OWNER: SANTA VERA APARTMENTS LLC1' BLOCKRET. WALL1' BLOCKRET. WALL1' BLOCKRET. WALL1' BLOCKRET. WALL10 10101010101010101010 10 101010ROOF OVERHANGROOF OVERHANG12" RCP15 " R C P 21" RCP12" PVC1 8 " P V C 8" PVC (PER PLAN)8" DIP (PER PLAN) 8" PVC (PER PLAN)8" CIP (PER PLAN)DELRIODRIVE21" RCPROCK MULCH (TYP.)ROCK MULCH (TYP.)ROCK MULCH (TYP.)ROCK MULCH (TYP.)CONCRETE STAIRSW/ HANDRAILWOOD MULCHCONCRETE STAIRSW/ HANDRAILROCK MULCH (TYP.)ROCK MULCH (TYP.)Drainage and Utility Easement perSARATOGA 3RD ADDITIONDrainage and Utility Easement perSARATOGA 3RD ADDITIONDrainage and Utility Easement perSARATOGA 3RD ADDITIONINV=987.35 SINV=987.36 WCBRE=988.64INV=982.90 NINV=982.87 SINV=984.64 SWCBRE=987.59INV=981.39 NINV=981.43 SINV=983.02 WCBRE=987.33CBRE=987.77INV=981.35 NINV=981.31 SCBRE=987.74INV=981.12 EINV=981.15 SSTSTMHRE=988.19INV=980.55 WINV=? NE/SESUMP=974.87WEIR=982.93NOTCH=980.59STSTMHRE=988.01STSTMHRE=988.04H YDSSMHRE=988.50INV=975.88 WINV=975.85 ECBRE=995.23INV=990.75 ECBRE=994.83CBRE=995.60CBRE=995.72INV=992.08 NEINV=991.88 SWCBRE=996.29INV=992.59 NEINV=992.85 SWAREA : 167713.25 SF3.85 ACRES8.00N16°56'27"EL=137.87meas.(137.88plat)R=474.00Δ=16°39'56"meas.(16°40'00"plat)N89°43'33"W 78.00N00°16'27"E 513.79N89°11'28"W 174.96N53°31'23"W 254.72N00°20'03"E 252.00 L=219.05R=171.00Δ=73°23'36"47.222.546.222.1 46.222 . 2 70.516 . 1 23.514 . 2 16.522 . 517.214 . 1 23.516 . 1 68.822 . 2 46.222.11.024 . 0 31.81. 0 8.61. 0 43.24. 0 24.040 . 6 83.624.0 83.04. 0 24.08.631.842.61.048.6WEST FFE: 1000.00EAST FFE: 996.00EGRESS WINDOWLOWEST OPENING: 994.60|||||||||||||HYD D| |2 STORYMULTIFAMILY12 UNITSFFE: 995.00GFE: 994.832 STORYMULTIFAMILY16 UNITSFFE: 996.00GFE: 995.83SSHYD DDSTORMWATER RETENTION(NURP) BASINS±44,590 C.F. COMBINEDTOTAL LIVE STORAGE±8,590 C.F. COMBINEDTOTAL DEAD STORAGETOP BERM: 993.00E.O. SPILLWAY: 992.50HWL: 992.06WQVE: 990.40NWL: 988.30RE-USE SHUTOFF: 987.00BOTTOM: 984.00DLODLODLODLODLOD LODLODLODLODLODLODLOD LODLODLODLOD LODL O D LODLODLODLODLODLODLODLODLOD LOD LODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLOD LOD LOD LOD LOD LOD LOD 30 LF - 15" RCP @ 1.00%DRAIN BASIN-301RIM: 991.00INV(N): 988.50INV(S): 988.50SUMP: 986.50OCS-100LOW RIM: 992.50TOP WEIR: 991.20R.C. ORIFICE: 990.40R.C. ORIFICE: 988.30INV(W): 988.30INV(N): 987.30FES-100INV: 988.30DRAIN BASIN-102RIM: 993.50INV(N): 990.82INV(NW): 988.96INV(E): 988.9630 LF - 24" HDPE @ 0.33%DRAIN BASIN-101RIM: 993.60INV(W): 988.63INV(E): 988.63SUMP: 986.63DRAIN BASIN-111RIM: 994.90INV(SE): 991.90INV(SW): 991.86SUMP: 989.8658 LF - 18" HDPE@ 0.56%78 LF - 15" HDPE@ 0.56%85 LF - 18" HDPE @ 0.56%82 LF - 15" HDPE @ 0.56%25 LF - 15" HDPE @ 0.56%50 LF - 15" HDPE @ 0.56%50 LF - 15" HDPE @ 0.56%50 LF - 15" HDPE @ 0.56%40 LF - 15" HDPE @ 0.56%60 LF - 12" HDPE @ 0.56%36 LF - 12" HDPE@ 0.56%DRAIN BASIN-103RIM: 993.50INV(N): 990.50INV(NW): 989.43INV(SE): 989.43DRAIN BASIN-104RIM: 995.30INV(NE): 990.20INV(NW): 989.87INV(SE): 989.87DRAIN BASIN-105RIM: 995.00INV(N): 990.33INV(SE): 990.33INLINE DRAIN-106RIM: 994.50INV(E): 991.82INV(N): 990.47INV(S): 990.47DRAIN BASIN-110RIM: 997.50INV(SE): 991.75INV(NE): 991.53INV(S): 991.53DRAIN BASIN-104ARIM: 993.90INV(SW):990.40SUMP:988.40INLINE DRAIN-107RIM: 994.50INV(NE): 991.70INV(N): 990.75INV(S): 990.75INLINE DRAIN-108RIM: 994.50INV(NE): 991.67INV(N): 991.03INV(S): 991.03INLINE DRAIN-109RIM: 994.50INV(N): 991.31INV(S): 991.31DRAIN BASIN-112RIM: 994.90INV(NW): 992.20SUMP: 990.2060 LF - 12" HDPE @ 0.56%93 LF - 24" HDPE@ 0.32%DRAIN BASIN-200RIM: 993.00INV(N): 988.70INV(SW): 988.70SUMP: 986.7080 LF - 24" HDPE @ 0.50%FES-200INV: 988.30FES-300INV: 988.3095 LF - 18" HDPE @ 0.21%STMH-100RIM: 990.50INV(S): 987.00INV(E): 983.20CONTRACTOR TO VERIFY EX. ELEV. PRIORTO CONNECTION AND CONTACTENGINEER W/ ANY DISCREPANCIES PRIORTO CONSTRUCTIONREPLACE EXISTING 12" STUBW/ 20 LF - 15" RCP @ 1.00%ROOF DRAIN (TYP.)INV: 992.0033 LF - 6" PVC @ 1.00%6" PVC WYE15 LF - 6" PVC @ 1.00%25 LF - 6" PVC @ 1.00%SPLASH BLOCKSPLASH BLOCKSPLASH BLOCK30 LF - 6" PVC @ 1.00%16 LF - 6" PVC@ 1.00%6" PVC WYE18 LF - 6" PVC @ 1.00%ROOF DRAIN (TYP.)INV: 991.006" PVC WYE40 LF - 6" PVC@ 1.25%10 LF - 6" PVC@ 1.67%50 LF - 6" PVC@ 1.00%75 LF - 8" HDPE @ 1.00%54 LF - 8" HDPE @ 1.00%40 LF - 8" HDPE @ 1.00%18 LF - 6" PVC@ 1.00%FES-100AINV: 988.00INLINE DRAIN-302RIM: 992.00INV(N): 988.90INV(S): 988.90INLINE DRAIN-303RIM: 994.00INV(W): 989.44INV(S): 989.44NEW GUTTER DOWNSPOUTCONNECTION (TYP. OF 3)14 LF - 15" RCP@ -2.14%STORMWATERREUSEIRRIGATIONPUMP STATION24 LF - 18" HDPE @ 0.56%INLINE DRAIN-304RIM: 995.50INV: 990.20DRAIN BASIN-100RIM: 993.30INV(SW): 988.50INV(N):988.40INV(SE):988.40SUMP: 986.40|||GGUEUTSCALE IN FEET06030SDescriptionRev.DateSANTA VERA APARTMENTS CHANHASSEN, MINNESOTA07.11.2025CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:25-100PMJM04/04/2025G:\Shared Drives\Active Projects\Chanhassen\Headwaters Dev - Santa Vera Apartments\CAD\Sheets\UTILITY PLAN.dwgProject Title: HEADWATERS 6757 KARMEN AVENUE ALBERTVILLE, MN Client:Date: Lic. No.:1RPBCWD Rev-107.21.2025Sheet:XX.XX.XXN O T F O R C O N S T R U C T I O N I hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalEngineer under the laws of theState of Minnesota.53735Peter S Moreau, PE2RPBCWD Rev-207.29.2025C5.1STORM SEWER PLANLEGENDPROPOSEDPROPERTY BOUNDARYEASEMENTCURB AND GUTTERWATER MAINHYDRANTGATE VALVESANITARY SEWERSTORM SEWERFLARED END SECTION W/ RIP RAP & TRASH GUARDDRAINTILERETAINING WALLGASUNDERGROUND ELECTRICOVERHEAD ELECTRICTELEPHONE/FIBERLIGHT POLEDOESTORM SEWER NOTES1.STORM SEWER PIPE:1.1.HDPE OR POLYPROPYLENE PIPE MAY BE INSTALLED WITH APPROVAL OF LOCALGOVERNING AGENCIES.1.2.HDPE STORM PIPE 4- TO 60-INCHES IN DIAMETER SHALL MEET REQUIREMENTSOF ASTM F2648. FITTINGS SHALL BE PER ASTM F2306 AND INSTALLED PERASTM D2321.1.3.POLYPROPYLENE STORM PIPE 12- TO 60-INCHES IN DIAMETER SHALL MEETREQUIREMENTS OF ASTM F2881. APPROVED FITTINGS SHALL MEET JOINTPERFORMANCE REQUIREMENTS OF ASTM D3212. AT PIPE JOINTS, THE SPIGOTSHALL UTILIZE TWO GASKETS MEETING THE REQUIREMENTS OF ASTM F477.INSTALL IN ACCORDANCE WITH ASTM D2321.1.4.PVC STORM SEWER PIPE AND FITTINGS SHALL BE SCHEDULE 40 PIPE PER ASTMD2665 AND INSTALLED PER ASTM D2321.1.5.IF REQUIRED BY AHJ, REINFORCED CONCRETE PIPE SHALL BE CLASS 5 FORPIPE DIAMETERS 18" AND SMALLER AND CLASS 3 FOR PIPE DIAMETERS 21" ANDLARGER UNLESS OTHERWISE NOTED, PER ASTM C76 WITH R-4 GASKETS.FOR GENERAL UTILITY NOTES, SEE SHEET C5.0.SEDIMENT FOREBAY22222229 |||||||||||||||||||||||||||||||||||||||||||||||||||UEUEUEUEUEUEUEUEUEUEUEUEUE UE UE UEUE UE UE UE UEUEUEUE UE UE UE UE U E UEGGGGGG G G G G GGGGGGGGGGGG GGGGGGGG606050 5050XXXXX X15" RCP 12" RCP12" RCP 15" PVC15" RCP 24" RCP8" METAL8" PVC8" METAL 8" VCP (PER PLAN)GMEMGMDeckSIGN "STOP"SIGN "STOP"SIGN "NO PARKING"SARATOGA DRIVELAREDO DRIVE SANTAVERA DRIVEPID: 257620010OWNER: CHANHASSEN CITYBITUMINOUS TRAIL BITUMINOUS TRAILBITUMINOUS PARKING LOTSIGN "15MPH"4' WOODRET. WALLUNKNOWN UPSTREAMSANITARY LOCATIONTTCHAIN LINKFENCECABXSATELLITE DISHCABX10 1010101010101010 10 10 10 10101012" RCP21" RCP12" PVC1 8 " P V C 8" PVC (PER PLAN) 8" DIP (PER PLAN)6" DIP (PER PLAN)8" DIP (PER PLAN) 8" PVC (PER PLAN)8" CIP (PER PLAN)8" ABS (PER PLAN)8" ABS (PER PLAN)SAN SEWER (PER GSOC)WATER 6" DIP (PER GSOC & PLAN)50 DELRIODRIVE5021" RCPPORTABLESHEDCABXROCK MULCH (TYP.)ROCK MULCH (TYP.)ROCK MULCH (TYP.)ROCK MULCH (TYP.)WOODBENCHESFIRE PITWOOD MULCHCONCRETESTAIRSROCK MULCH (TYP.)ROCK MULCH (TYP.)GRAVEL LOTNO PARKINGDrainage and Utility Easement perSARATOGA 3RD ADDITIONDrainage and Utility Easement perSARATOGA 3RD ADDITIONDrainage and Utility Easement perSARATOGA 3RD ADDITIONCBRE=990.37INV=987.37 NEINV=987.35 SCBRE=990.62CBRE=990.39INV=990.39 NINV=987.36 WCBRE=988.64INV=982.90 NINV=982.87 SINV=984.64 SWCBRE=987.59INV=981.39 NINV=981.43 SINV=983.02 WCBRE=987.33CBRE=987.77INV=981.35 NINV=981.31 SCBRE=987.74INV=981.12 EINV=981.15 SSTSTMHRE=988.19INV=980.55 WINV=? NE/SESUMP=974.87WEIR=982.93NOTCH=980.59STSTMHRE=988.01STSTMHRE=988.04H YDSSSSMHRE=988.50INV=975.88 WINV=975.85 E#111-20" ash#113-10" spruce#114-28" maple#116-60" basswood, multi-stem#117-30" maple#1-boxelder, 3-stem(8,8,8)#2-13" boxelder#5-poplar, 2-stem(15,13)#3-boxelder, 3-stem(8,8,4)#6-poplar, 4-stem(20,20,20,10)#8-13" poplar#22-poplar, 2-stem(20,16)#23-poplar, 2-stem(24,12)#24-poplar, 2-stem(20,20)#25-poplar, 2-stem(10,6)#110-16" pine#109-30" maple#108-22" maple#107-26" maple#106-14" pine#4-boxelder, 4-stem(10,8,6,5)#12-10" boxelder#112-22 maple#105-22" pine#104-15" pine#102-14" pine#101-15" ash#100-14" ash#98-20" spruce#99-18" maple#103-16" pine#97-15" spruce#96-20" mapleCBRE=994.17INV=991.53 SWINV=990.37 EINV=990.35 WSSSSMHRE=995.24CBRE=995.23INV=990.75 ECBRE=994.83CBRE=995.60HHCBRE=995.72INV=992.08 NEINV=991.88 SWCBRE=996.29INV=992.59 NEINV=992.85 SW#86-50" cottonwood#85-20" cottonwood#84-16" boxelder#83-14" boxelder#81-11" boxelder#82-20" crabapple#87-12" maple#88-ash, 2-stem(8,8)#89-22" maple#90 15" maple#91-16" maple#95-48" maple#94-18" maple#93-15" maple#92-15" maple#131-10" red cedar#133-12" cottonwood#132-10" red cedar#79-15" crabapple#80-12" crabapple#78-boxelder, 4-stem(8,8,6,6)#126-11" cottonwood#125-10" elm#124-10" red cedar#123-14" cottonwood#122-10 cottonwood#121-30" cottonwood#120-18" cottonwood#119-10" cottonwood#118-28" maple#26-poplar, 3-stem(20,14,14)#27-20" poplar#28-24" poplar#29-14" poplar#33-11" poplar#32-20" poplar#30-30" poplar#31-poplar, 2-stem(14,14)#7-18" poplar#9-boxelder, 2-stem(10,8)#10-poplar, 2-stem(42,13)#11-35' spruce#16-20" poplar#14-11" boxelder#13-60" cottonwood#15-11" boxelder#20-10" boxelder#19-26" poplar#18-24" poplar#17-24" poplar#37-10" boxelder#35-10" boxelder#36-10" boxelder#34-10" boxelderHYD TNH996.69CSSSSSMHRE=993.60INV=983.83 NEINV=983.86 SW (ORIFICE, NO PIPE)SSSSMHRE=994.50INV=982.01 SWINV=982.60 NWINV=982.08 E#48-10" boxelder#41-10" boxelder#21-boxelder, 3-stem(10,10,10)#38-10" boxelder#39-36" poplar#40-36" poplar#42-10" boxelder#43-14" boxelder#44-16" boxelder#51-11" boxelder#52-10" boxelder#53-12" boxelder#54-11" boxelder#55-10" ash#45-11" boxelder#47-14" boxelder#46-10" boxelder#49-11" boxelder#50-silver maple, 5-stem(12,12,9,6,4)#59-10" maple#60-silver maple, 4-stem(18,16,10,8)#70-26" silver maple#58-10 ash#56-10" ash#57-10" ash#61-basswood, 4-stem(8,8,6,4)#63-12" crabapple#62-10" boxelder#64-14" ash#65-10" ash#66-10" ash#67-12" ash#74-10" boxelder#73-14" boxelder#68-silver maple, 3-stem(8,5,4)#69-16" silver maple#71-15" maple#72-15" maple#75-12" elm#76-14" ashGM#127-12" cottonwood#128-cottonwood, 2-stem(10,8)#129-10" maple#130-15" cottonwood#77-15' red cedar8.00N16°56'27"EL=137.87meas.(137.88plat)R=474.00Δ=16°39'56"meas.(16°40'00"plat)N89°43'33"W 78.00N00°16'27"E 513.79N89°11'28"W 174.96N53°31'23"W 254.72N00°20'03"E 252.00 L=219.05R=171.00Δ=73°23'36"1005.91005.51005.71005.81001.61001.41001.61001.81001.01001.61001.0998.4998.8999.1999.2999.1998.9998.7998.7 997.8995.6997.2995.0994.6995.2993.4993.2993.1993.5993.8992 . 6 994.4995.7999.0996.9995.8997.0995.3995.699 5 . 7 9 9 4 . 4 994.2993.2992.3993.7994.8995.3995.8996.1995.8996.0995.6994.7994.8994.4993.5993.7991.8992.5994.8995.9992.2991.4993.8996.7997.8997.4995.3997.9995.7991.1991.7993.9995.2995.5996.2996.6997.2997.41000.71001.61003.21002.41001.9996.5995.7993.5992.7992.5991.1991.2990.8990.4993.1991.3990.2989.2990.8990.7990.3990.79 9 2 . 5 993.8991.8989. 4 989.3989.2989.0988.6988.7990.2991.4991.4992.0992.5989.4990.3990.7999.2998.7998.59 9 8 . 5 1001.7 992.6992.8 99 0 991 99 2 993 994 99299399499399499599699 2 9939 9 0 99 1 99 2 99 3991992 996 997 998 999 1000 99899910001001100110021002100310031004100410051005 99699799899910001001992 993994995991 9 9 2 9 9 3 991 992 993 991 992 99 3 995 991991991992993994995996997991990 991 992 993 994 990 989 989 996 996989 989 988 9 9 5 99 6 997 998999 10001001100210031004100599910001001100210039929 9 3 9 9 4 995 99 6 99 7 9 9 8 9 9 7 994992995996994993995WEST FFE: 1000.00EAST FFE: 996.00EGRESS WINDOWLOWEST OPENING: 994.60LODLODLODLODLOD LODLODL O D LODLODLOD LODLODLODLODLOD LODL O D LODLODLODLODLODLODLODLODLOD LOD LODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLOD LOD LOD LOD LOD LOD LOD|||||||||||||||||||||||||||||||||||||||||||||||||||UEUEUEUEUEUEUEUEUEUEUEUEUE UE UE UEUE UE UE UE UEUEUEUE UE UE UE UE U E UEGGGGGG G G G G GGGGGGGGGGGG GGGGGGGG606050 5050XXXXX X15" RCP 12" RCP12" RCP 15" PVC15" RCP 24" RCP8" METAL8" PVC8" METAL 8" VCP (PER PLAN)GMEMGMDeckSIGN "STOP"SIGN "STOP"SIGN "NO PARKING"SARATOGA DRIVELAREDO DRIVE SANTAVERA DRIVEPID: 257620010OWNER: CHANHASSEN CITYBITUMINOUS TRAIL BITUMINOUS TRAILBITUMINOUS PARKING LOTSIGN "15MPH"4' WOODRET. WALLUNKNOWN UPSTREAMSANITARY LOCATIONTTCHAIN LINKFENCECABXSATELLITE DISHCABX10 1010101010101010 10 10 10 10101012" RCP21" RCP12" PVC1 8 " P V C 8" PVC (PER PLAN) 8" DIP (PER PLAN)6" DIP (PER PLAN)8" DIP (PER PLAN) 8" PVC (PER PLAN)8" CIP (PER PLAN)8" ABS (PER PLAN)8" ABS (PER PLAN)SAN SEWER (PER GSOC)WATER 6" DIP (PER GSOC & PLAN)50 DELRIODRIVE5021" RCPPORTABLESHEDCABXROCK MULCH (TYP.)ROCK MULCH (TYP.)ROCK MULCH (TYP.)ROCK MULCH (TYP.)WOODBENCHESFIRE PITWOOD MULCHCONCRETESTAIRSROCK MULCH (TYP.)ROCK MULCH (TYP.)GRAVEL LOTNO PARKINGDrainage and Utility Easement perSARATOGA 3RD ADDITIONDrainage and Utility Easement perSARATOGA 3RD ADDITIONDrainage and Utility Easement perSARATOGA 3RD ADDITIONCBRE=990.37INV=987.37 NEINV=987.35 SCBRE=990.62CBRE=990.39INV=990.39 NINV=987.36 WCBRE=988.64INV=982.90 NINV=982.87 SINV=984.64 SWCBRE=987.59INV=981.39 NINV=981.43 SINV=983.02 WCBRE=987.33CBRE=987.77INV=981.35 NINV=981.31 SCBRE=987.74INV=981.12 EINV=981.15 SSTSTMHRE=988.19INV=980.55 WINV=? NE/SESUMP=974.87WEIR=982.93NOTCH=980.59STSTMHRE=988.01STSTMHRE=988.04H YDSSSSMHRE=988.50INV=975.88 WINV=975.85 E#111-20" ash#113-10" spruce#114-28" maple#116-60" basswood, multi-stem#117-30" maple#1-boxelder, 3-stem(8,8,8)#2-13" boxelder#5-poplar, 2-stem(15,13)#3-boxelder, 3-stem(8,8,4)#6-poplar, 4-stem(20,20,20,10)#8-13" poplar#22-poplar, 2-stem(20,16)#23-poplar, 2-stem(24,12)#24-poplar, 2-stem(20,20)#25-poplar, 2-stem(10,6)#110-16" pine#109-30" maple#108-22" maple#107-26" maple#106-14" pine#4-boxelder, 4-stem(10,8,6,5)#12-10" boxelder#112-22 maple#105-22" pine#104-15" pine#102-14" pine#101-15" ash#100-14" ash#98-20" spruce#99-18" maple#103-16" pine#97-15" spruce#96-20" mapleCBRE=994.17INV=991.53 SWINV=990.37 EINV=990.35 WSSSSMHRE=995.24CBRE=995.23INV=990.75 ECBRE=994.83CBRE=995.60HHCBRE=995.72INV=992.08 NEINV=991.88 SWCBRE=996.29INV=992.59 NEINV=992.85 SW#86-50" cottonwood#85-20" cottonwood#84-16" boxelder#83-14" boxelder#81-11" boxelder#82-20" crabapple#87-12" maple#88-ash, 2-stem(8,8)#89-22" maple#90 15" maple#91-16" maple#95-48" maple#94-18" maple#93-15" maple#92-15" maple#131-10" red cedar#133-12" cottonwood#132-10" red cedar#79-15" crabapple#80-12" crabapple#78-boxelder, 4-stem(8,8,6,6)#126-11" cottonwood#125-10" elm#124-10" red cedar#123-14" cottonwood#122-10 cottonwood#121-30" cottonwood#120-18" cottonwood#119-10" cottonwood#118-28" maple#26-poplar, 3-stem(20,14,14)#27-20" poplar#28-24" poplar#29-14" poplar#33-11" poplar#32-20" poplar#30-30" poplar#31-poplar, 2-stem(14,14)#7-18" poplar#9-boxelder, 2-stem(10,8)#10-poplar, 2-stem(42,13)#11-35' spruce#16-20" poplar#14-11" boxelder#13-60" cottonwood#15-11" boxelder#20-10" boxelder#19-26" poplar#18-24" poplar#17-24" poplar#37-10" boxelder#35-10" boxelder#36-10" boxelder#34-10" boxelderHYD TNH996.69CSSSSSMHRE=993.60INV=983.83 NEINV=983.86 SW (ORIFICE, NO PIPE)SSSSMHRE=994.50INV=982.01 SWINV=982.60 NWINV=982.08 E#48-10" boxelder#41-10" boxelder#21-boxelder, 3-stem(10,10,10)#38-10" boxelder#39-36" poplar#40-36" poplar#42-10" boxelder#43-14" boxelder#44-16" boxelder#51-11" boxelder#52-10" boxelder#53-12" boxelder#54-11" boxelder#55-10" ash#45-11" boxelder#47-14" boxelder#46-10" boxelder#49-11" boxelder#50-silver maple, 5-stem(12,12,9,6,4)#59-10" maple#60-silver maple, 4-stem(18,16,10,8)#70-26" silver maple#58-10 ash#56-10" ash#57-10" ash#61-basswood, 4-stem(8,8,6,4)#63-12" crabapple#62-10" boxelder#64-14" ash#65-10" ash#66-10" ash#67-12" ash#74-10" boxelder#73-14" boxelder#68-silver maple, 3-stem(8,5,4)#69-16" silver maple#71-15" maple#72-15" maple#75-12" elm#76-14" ashGM#127-12" cottonwood#128-cottonwood, 2-stem(10,8)#129-10" maple#130-15" cottonwood#77-15' red cedar8.00N16°56'27"EL=137.87meas.(137.88plat)R=474.00Δ=16°39'56"meas.(16°40'00"plat)N89°43'33"W 78.00N00°16'27"E 513.79N89°11'28"W 174.96N53°31'23"W 254.72N00°20'03"E 252.00 L=219.05R=171.00Δ=73°23'36"1005.91005.51005.71005.81001.61001.41001.61001.81001.01001.61001.0998.4998.8999.1999.2999.1998.9998.7998.7 997.8995.6997.2995.0994.6995.2993.4993.2993.1993.5993.8992 . 6 994.4995.7999.0996.9995.8997.0995.3995.699 5 . 7 9 9 4 . 4 994.2993.2992.3993.7994.8995.3995.8996.1995.8996.0995.6994.7994.8994.4993.5993.7991.8992.5994.8995.9992.2991.4993.8996.7997.8997.4995.3997.9995.7991.1991.7993.9995.2995.5996.2996.6997.2997.41000.71001.61003.21002.41001.9996.5995.7993.5992.7992.5991.1991.2990.8990.4993.1991.3990.2989.2990.8990.7990.3990.79 9 2 . 5 993.8991.8989. 4 989.3989.2989.0988.6988.7990.2991.4991.4992.0992.5989.4990.3990.7999.2998.7998.59 9 8 . 5 1001.7 992.6992.8 99 0 991 99 2 993 994 99299399499399499599699 2 993 9 9 0 99 1 99 2 99 3991992 996 997 998 999 1000 99899910001001100110021002100310031004100410051005 99699799899910001001992 993994995991 9 9 2 9 9 3 991 992 993 991 992 99 3 995 991991991992993994995996997991990 991 992 993 994 990 989 989 996 996989 989 988 9 9 5 99 6 997 998999 10001001100210031004100599910001001100210039929 9 3 9 9 4 995 99 6 99 7 9 9 8 9 9 7 994992995996994993995WEST FFE: 1000.00EAST FFE: 996.00EGRESS WINDOWLOWEST OPENING: 994.60LODLODLODLODLOD LODLODL O D LODLODLOD LODLODLODLODLOD LODL O D LODLODLODLODLODLODLODLODLOD LOD LODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLOD LOD LOD LOD LOD LOD LOD INSTALL SILT FENCEPER CIVIL DETAILSINSTALL SILT FENCEPER CIVIL DETAILSINSTALL SILT FENCEPER CIVIL DETAILSINSTALL SILT FENCEPER CIVIL DETAILSINSTALL ROCK ENTRANCEPER CIVIL DETAILSINSTALL INLET PROTECTIONPER CIVIL DETAILSINSTALL INLET PROTECTIONPER CIVIL DETAILSINSTALL INLET PROTECTIONPER CIVIL DETAILSDescriptionRev.DateSANTA VERA APARTMENTS CHANHASSEN, MINNESOTA07.11.2025CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:25-100PMJM04/04/2025G:\Shared Drives\Active Projects\Chanhassen\Headwaters Dev - Santa Vera Apartments\CAD\Sheets\EROSION CONTROL PLANS.dwgProject Title: HEADWATERS 6757 KARMEN AVENUE ALBERTVILLE, MN Client:Date: Lic. No.:I hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalLandscape Architect under thelaws of the State of Minnesota.1RPBCWD Rev-107.21.2025Sheet:XX.XX.XX53234Joshua J McKinney, PLAN O T F O R C O N S T R U C T I O N I hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalEngineer under the laws of theState of Minnesota.53735Peter S Moreau, PE2RPBCWD Rev-207.29.2025C6.0PHASE 1EROSIONCONTROLLEGENDPROPOSEDPROPERTY BOUNDARYINDEX CONTOURINTERVAL CONTOURSETBACK LINERIGHT OF WAY LINEEASEMENTSTANDARD CURB AND GUTTERSTORM SEWERFLARED END SECTIONWATER MAINSANITARY SEWERRETAINING WALLDRAINTILEGRADING LIMITSSPOT ELEVATIONFLOW DIRECTIONEMERGENCY OVERFLOWWALL LABEL|LODSCALE IN FEET06030DEROSION CONTROL NOTES1.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/ORELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ONRECORDS OF THE VARIOUS UTILITY COMPANIES AND LIMITED MEASUREMENTSTAKEN IN THE FIELD. THE INFORMATION SHALL NOT BE RELIED ON AS BEINGEXACT OR COMPLETE. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONSPRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OFDISCREPANCIES.2.ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACEPRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINEDUNTIL VIABLE TURF OR GROUNDCOVER HAS BEEN ESTABLISHED. EXISTING SILTFENCE ON-SITE SHALL BE MAINTAINED AND OR REMOVED AND SHALL BECONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREMEIMPORTANCE TO BE AWARE OF CURRENT FIELD CONDITIONS WITH RESPECTTO EROSION CONTROL. TEMPORARY PONDING, DIKES, HAYBALES, ETC.,REQUIRED BY THE CITY SHALL BE INCIDENTAL TO THE GRADING CONTRACT.3.EROSION AND SILTATION CONTROL (ESC): THE CONTRACTOR SHALL ASSUMECOMPLETE RESPONSIBILITY FOR CONTROLLING ALL SILTATION AND EROSIONOF THE PROJECT AREA. THE CONTRACTOR SHALL USE WHATEVER MEANSNECESSARY TO CONTROL THE EROSION AND SILTATION INCLUDING BUT NOTLIMITED TO: CATCH BASIN INSERTS, CONSTRUCTION ENTRANCES, EROSIONCONTROL BLANKET, AND SILT FENCE. ESC SHALL COMMENCE WITH GRADINGAND CONTINUE THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF THEWORK BYTHE OWNER. THE CONTRACTOR'S RESPONSIBILITY INCLUDES ALLIMPLEMENTATION AS REQUIRED TO PREVENT EROSION AND THE DEPOSITINGOF SILT. THE OWNER MAY DIRECT THE CONTRACTOR'S METHODS AS DEEMEDFIT TO PROTECT PROPERTY AND IMPROVEMENTS. ANY DEPOSITION OF SILT ORMUD ON NEW OR EXISTING PAVEMENT OR IN EXISTING STORM SEWERS ORSWALES SHALL BE REMOVED AFTER EACH RAIN EVENT. AFFECTED AREAS SHALLBE CLEANED TO THE SATISFACTION OF THE OWNER, ALL AT THE EXPENSE OFTHE CONTRACTOR. ALL TEMPORARY EROSION CONTROL SHALL BE REMOVEDBY THE CONTRACTOR AFTER THE TURF IS ESTABLISHED.4.ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THEEND OF EACH WORKING DAY. A CONSTRUCTION ENTRANCE TO THE SITE MUSTBE PROVIDED ACCORDING TO DETAILS TO REDUCE TRACKING OF DIRT ONTOPUBLIC STREETS.5.PROPOSED PONDS SHALL BE EXCAVATED FIRST AND USED AS TEMPORARYPONDING DURING CONSTRUCTION.6.WHEN INSTALLING END-OF-LINE FLARED END SECTIONS, BRING THE SILT FENCEUP & OVER THE FLARED END SECTIONS & COVER DISTURBED AREAS WITH RIPRAP. THE UPSTREAM FLARED END SECTIONS SHALL HAVE WOOD FIBER BLANKETINSTALLED ON THE DISTURBED SOILS.7.ALL UNPAVED AREAS ALTERED DUE TO CONSTRUCTION ACTIVITIES MUST BERESTORED WITH SEED AND MULCH, SOD, EROSION CONTROL BLANKET OR BEHARD SURFACED WITHIN 2 WEEKS OF COMPLETION OF CONSTRUCTION.8.THE SITE MUST BE STABILIZED PER THE REQUIREMENTS OF THE MPCA, NPDES,MNDOT, AND CITY.A. TEMPORARY (GREATER THAN 1-YEAR) SEED SHALL BE MNDOT SEED MIX 22-111AT 30.5-POUNDS PER ACRE.B. TEMPORARY (LESS THAN 1-YEAR) SEED SHALL BE MNDOT SEED MIX 21-112(FALL) OR 21-111 (SPRING/SUMMER) AT 100-POUNDS PER ACREC.INFILTRATION/FILTRATION BASIN SHALL BE MNDOT SEED MIX 34-262 AT14.5-POUNDS PER ACRE.D. POND SLOPES SHALL BE MNDOT SEED MIX 33-261 AT 35-POUNDS PER ACRE.E. GENERAL SEEDING SHALL BE MNDOT SEED MIX 25-151 AT 70-POUNDS PERACRE.F. MULCH SHALL BE MNDOT TYPE 1 APPLIED AT 2-TONS PER ACRE.9.FOR AREAS WITH SLOPES OF 3:1 OR GREATER, RESTORATION WITH SOD OREROSION CONTROL BLANKET IS REQUIRED.10.ALL TEMPORARY STOCKPILES MUST HAVE SILT FENCE INSTALLED AROUNDTHEM TO TRAP SEDIMENT.11.ALL PERMANENT PONDS USED AS TEMPORARY SEDIMENT BASINS DURINGCONSTRUCTION SHALL BE DREDGED AFTER THE SITE HAS BEEN STABILIZED TORESTORE THE POND TO THE PROPOSED BOTTOM ELEVATION.12.ALL CONSTRUCTION SHALL CONFORM TO LOCAL AND STATE RULESINCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM(NPDES) PERMIT REQUIREMENTS.13.THE SITE MUST BE KEPT IN A WELL-DRAINED CONDITION AT ALL TIMES. THECONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPING, OROTHER MEANS REQUIRED TO INSURE PROPER DRAINAGE DURINGCONSTRUCTION. LOW POINTS IN ROADWAYS OR BUILDING PADS MUST BEPROVIDED WITH A POSITIVE OUTFLOW.230 |||||||||||||||||||||||||||||||||||||||||UEUEUEUEUEUEUEUEUEUEUEUEUE UE UE UEUE UE UE UE UEUEUEUE UE UE UE UE U E UEGGGGGG G G G GGGG GGGGGGGGG GGGGGGGG60605050XXXXX X15" RCP 12" RCP12" RCP 15" PVC15" RCP 24" RCPGMEMGMSIGN "STOP"SIGN "STOP"SIGN "NO PARKING"SARATOGA DRIVELAREDO DRIVE SANTAVERA DRIVEPID: 257620010OWNER: CHANHASSEN CITYBITUMINOUS TRAILBITUMINOUS TRAILBITUMINOUS PARKING LOTSIGN "15MPH"TTCHAIN LINKCABXCABX10 10101010101010101010 10 10101012" RCP21" RCP12" PVC1 8 " P V C 8" PVC (PER PLAN) 8" DIP (PER PLAN)6" DIP (PER PLAN)8" DIP (PER PLAN) 8" PVC (PER PLAN)8" CIP (PER PLAN)50 DELRIODRIVE5021" RCPCABXROCK MULCH (TYP.)ROCK MULCH (TYP.)ROCK MULCH (TYP.)ROCK MULCH (TYP.)WOOD MULCHCONCRETESTAIRSROCK MULCH (TYP.)ROCK MULCH (TYP.)GRAVEL LOTDrainage and Utility Easement perSARATOGA 3RD ADDITIONDrainage and Utility Easement perSARATOGA 3RD ADDITIONDrainage and Utility Easement perSARATOGA 3RD ADDITIONCBRE=990.37INV=987.37 NEINV=987.35 SCBRE=990.62CBRE=990.39INV=990.39 NINV=987.36 WCBRE=988.64INV=982.90 NINV=982.87 SINV=984.64 SWCBRE=987.59INV=981.39 NINV=981.43 SINV=983.02 WCBRE=987.33CBRE=987.77INV=981.35 NINV=981.31 SCBRE=987.74INV=981.12 EINV=981.15 SSTSTMHRE=988.19INV=980.55 WINV=? NE/SESUMP=974.87WEIR=982.93NOTCH=980.59STSTMHRE=988.01STSTMHRE=988.04H YDCBRE=994.17INV=991.53 SWINV=990.37 EINV=990.35 WCBRE=995.23INV=990.75 ECBRE=994.83CBRE=995.60HHCBRE=995.72INV=992.08 NEINV=991.88 SWCBRE=996.29INV=992.59 NEINV=992.85 SWGM8.00N16°56'27"EL=137.87meas.(137.88plat)R=474.00Δ=16°39'56"meas.(16°40'00"plat)N89°43'33"W 78.00N00°16'27"E 513.79N89°11'28"W 174.96N53°31'23"W 254.72N00°20'03"E 252.00 L=219.05R=171.00Δ=73°23'36"1005.91005.51005.71005.81001.61001.41001.61001.81001.01001.61001.0998.4998.8999.1999.2999.1998.9998.7998.7997.8995.6997.2995.0994.6995.2993.4993.2993.1993.5993.899 2 . 6 994.4995.7999.0996.9995.8997.0995.3995.699 5 . 7 9 9 4 . 4 994.2993.2992.3993.7994.8995.3995.8996.1995.8996.0995.6994.7994.8994.4993.5993.7991.8992.5994.8995.9992.2991.4993.8996.7997.8997.4995.3997.9995.7991.1991.7993.9995.2995.5996.2996.6997.2997.41000.71001.61003.21002.41001.9996.5995.7993.5992.7992.5991.1991.2990.8990.4993.1991.3990.2989.2990.8990.7990.3990.79 9 2 . 5 993.8991.8989.4 989.2989.0988.6988.7990.2991.4991.4992.0992.5989.4990.3990.7999.2998.7998.5998.51001.7 992.6992.8 99 0 991 99 2 993 994992993994993994995996 99 2 9939 9 0 9 9 1 99 2 99 3991992 996 997 998 999 1000 99899910001001100110021002100310031004100410051005 99699799899910001001992 993994995991 9929 9 3 991 992 993 991 992 99 3 995 991991991992993994995996997991990 991 992 993 994 990 989 989 996996989 989 988 995 996997 998999 10001001100210031004100599910001001100210039929 9 3 9 9 4 995996997998 997 994992995996994993995WEST FFE: 1000.00EAST FFE: 996.00EGRESS WINDOWLOWEST OPENING: 994.609 9 4 996995996996 993 99 2 99 0 987992993994994994991992993 99199298998799199299 3 996997998999989 990 991 992 993 988 990988 994998997998996997995996997 998 993990994995996997995995 994 990997999996 989993993993 991990991992993 993987 996 98799599499499 1 99399098 8 993989 991 993993 989-2.5%-2.0%-1.7%-2.0%-2.0%-2.0%-2.0%-2.0%-2.0%-2.0%-1.5%-1.5%-1.5%-2.5%-3.0%-3.0%-3.7%-2.4%-2. 0 %-7.6%-0.5%-24.9%-15.3%-1.5% -33.3%-30.0%-26 .0%-2.0%-2.0%-2.8%-2.5%-1.5%-2.0%-4.3%-2.3%-2.0%- 2 . 1% -1.6%-1.5%-1.5%-3.0%-1.5%-1.6%-24.0%-2.0%-2.0%-1.7%-33.3%-33.3%-33.3%-18 . 0 %-2.4%-1.5%99 3 992 994 996995-1.7%-2.0% -1.7%-3.5%-2.5%LODLODLODLODLOD LODLODLODLODLODLODLOD LODLODLODLOD LODL O D LODLODLODLODLODLODLODLODLOD LOD LODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLOD LOD LOD LOD LOD LOD LOD 993 984 98 7987 991989-33.3% 98 9 98 7 988984984993991989991 993988-33.3%-33.3%-33.3%991 989989 |||||||||||||||||||||||||||||||||||||||||UEUEUEUEUEUEUEUEUEUEUEUEUE UE UE UEUE UE UE UE UEUEUEUE UE UE UE UE U E UEGGGGGG G G G GGGG GGGGGGGGG GGGGGGGG60605050XXXXX X15" RCP 12" RCP12" RCP 15" PVC15" RCP 24" RCPGMEMGMSIGN "STOP"SIGN "STOP"SIGN "NO PARKING"SARATOGA DRIVELAREDO DRIVE SANTAVERA DRIVEPID: 257620010OWNER: CHANHASSEN CITYBITUMINOUS TRAILBITUMINOUS TRAILBITUMINOUS PARKING LOTSIGN "15MPH"TTCHAIN LINKCABXCABX10 10101010101010101010 10 10101012" RCP21" RCP12" PVC1 8 " P V C 8" PVC (PER PLAN) 8" DIP (PER PLAN)6" DIP (PER PLAN)8" DIP (PER PLAN) 8" PVC (PER PLAN)8" CIP (PER PLAN)50 DELRIODRIVE5021" RCPCABXROCK MULCH (TYP.)ROCK MULCH (TYP.)ROCK MULCH (TYP.)ROCK MULCH (TYP.)WOOD MULCHCONCRETESTAIRSROCK MULCH (TYP.)ROCK MULCH (TYP.)GRAVEL LOTDrainage and Utility Easement perSARATOGA 3RD ADDITIONDrainage and Utility Easement perSARATOGA 3RD ADDITIONDrainage and Utility Easement perSARATOGA 3RD ADDITIONCBRE=990.37INV=987.37 NEINV=987.35 SCBRE=990.62CBRE=990.39INV=990.39 NINV=987.36 WCBRE=988.64INV=982.90 NINV=982.87 SINV=984.64 SWCBRE=987.59INV=981.39 NINV=981.43 SINV=983.02 WCBRE=987.33CBRE=987.77INV=981.35 NINV=981.31 SCBRE=987.74INV=981.12 EINV=981.15 SSTSTMHRE=988.19INV=980.55 WINV=? NE/SESUMP=974.87WEIR=982.93NOTCH=980.59STSTMHRE=988.01STSTMHRE=988.04H YDCBRE=994.17INV=991.53 SWINV=990.37 EINV=990.35 WCBRE=995.23INV=990.75 ECBRE=994.83CBRE=995.60HHCBRE=995.72INV=992.08 NEINV=991.88 SWCBRE=996.29INV=992.59 NEINV=992.85 SWGM8.00N16°56'27"EL=137.87meas.(137.88plat)R=474.00Δ=16°39'56"meas.(16°40'00"plat)N89°43'33"W 78.00N00°16'27"E 513.79N89°11'28"W 174.96N53°31'23"W 254.72N00°20'03"E 252.00 L=219.05R=171.00Δ=73°23'36"1005.91005.51005.71005.81001.61001.41001.61001.81001.01001.61001.0998.4998.8999.1999.2999.1998.9998.7998.7997.8995.6997.2995.0994.6995.2993.4993.2993.1993.5993.899 2 . 6 994.4995.7999.0996.9995.8997.0995.3995.699 5 . 7 9 9 4 . 4 994.2993.2992.3993.7994.8995.3995.8996.1995.8996.0995.6994.7994.8994.4993.5993.7991.8992.5994.8995.9992.2991.4993.8996.7997.8997.4995.3997.9995.7991.1991.7993.9995.2995.5996.2996.6997.2997.41000.71001.61003.21002.41001.9996.5995.7993.5992.7992.5991.1991.2990.8990.4993.1991.3990.2989.2990.8990.7990.3990.79 9 2 . 5 993.8991.8989.4 989.2989.0988.6988.7990.2991.4991.4992.0992.5989.4990.3990.7999.2998.7998.5998.51001.7 992.6992.8 99 0 991 99 2 993 994992993994993994995996 99 2 9939 9 0 9 9 1 99 2 99 3991992 996 997 998 999 1000 99899910001001100110021002100310031004100410051005 99699799899910001001992 993994995991 9 9 2 9 9 3 991 992 993 991 992 99 3 995 991991991992993994995996997991990 991 992 993 994 990 989 989 996996989 989 988 995 996997 998999 10001001100210031004100599910001001100210039929 9 3 9 9 4 995996997998 997 994992995996994993995WEST FFE: 1000.00EAST FFE: 996.00EGRESS WINDOWLOWEST OPENING: 994.60HYD D2 STORYMULTIFAMILY12 UNITSFFE: 995.00GFE: 994.832 STORYMULTIFAMILY16 UNITSFFE: 996.00GFE: 995.83HYD DDSTORMWATER RETENTION(NURP) BASINS±44,590 C.F. COMBINEDTOTAL LIVE STORAGE±8,590 C.F. COMBINEDTOTAL DEAD STORAGETOP BERM: 993.00E.O. SPILLWAY: 992.50HWL: 992.06WQVE: 990.40NWL: 988.30RE-USE SHUTOFF: 987.00BOTTOM: 984.00DLODLODLODLODLOD LODLODLODLODLODLODLOD LODLODLODLOD LODL O D LODLODLODLODLODLODLODLODLOD LOD LODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLOD LOD LOD LOD LOD LOD LOD INSTALL SILT FENCEPER CIVIL DETAILSINSTALL SILT FENCEPER CIVIL DETAILSINSTALL SILT FENCEPER CIVIL DETAILSINSTALL SILT FENCEPER CIVIL DETAILSINSTALL ROCK ENTRANCEPER CIVIL DETAILSINSTALL INLET PROTECTIONPER CIVIL DETAILSINSTALL INLET PROTECTIONPER CIVIL DETAILSINSTALL BIO ROLLSPER CIVIL DETAILSINSTALL INLET PROTECTIONPER CIVIL DETAILSINSTALL BIO ROLLSPER CIVIL DETAILSINSTALL BIO ROLLSPER CIVIL DETAILSINSTALL INLET PROTECTIONPER CIVIL DETAILSINSTALL INLET PROTECTIONPER CIVIL DETAILSINSTALL INLET PROTECTIONPER CIVIL DETAILSINSTALL INLET PROTECTIONPER CIVIL DETAILSINSTALL INLET PROTECTIONPER CIVIL DETAILSINSTALL INLET PROTECTIONPER CIVIL DETAILSINSTALL INLET PROTECTIONPER CIVIL DETAILSDescriptionRev.DateSANTA VERA APARTMENTS CHANHASSEN, MINNESOTA07.11.2025CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:25-100PMJM04/04/2025G:\Shared Drives\Active Projects\Chanhassen\Headwaters Dev - Santa Vera Apartments\CAD\Sheets\EROSION CONTROL PLANS.dwgProject Title: HEADWATERS 6757 KARMEN AVENUE ALBERTVILLE, MN Client:Date: Lic. No.:I hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalLandscape Architect under thelaws of the State of Minnesota.1RPBCWD Rev-107.21.2025Sheet:XX.XX.XX53234Joshua J McKinney, PLAN O T F O R C O N S T R U C T I O N I hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalEngineer under the laws of theState of Minnesota.53735Peter S Moreau, PE2RPBCWD Rev-207.29.2025C6.1PHASE 2EROSIONCONTROLLEGENDSCALE IN FEET06030EROSION CONTROL NOTES1.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/ORELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ONRECORDS OF THE VARIOUS UTILITY COMPANIES AND LIMITED MEASUREMENTSTAKEN IN THE FIELD. THE INFORMATION SHALL NOT BE RELIED ON AS BEINGEXACT OR COMPLETE. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONSPRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OFDISCREPANCIES.2.ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACEPRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINEDUNTIL VIABLE TURF OR GROUNDCOVER HAS BEEN ESTABLISHED. EXISTING SILTFENCE ON-SITE SHALL BE MAINTAINED AND OR REMOVED AND SHALL BECONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREMEIMPORTANCE TO BE AWARE OF CURRENT FIELD CONDITIONS WITH RESPECTTO EROSION CONTROL. TEMPORARY PONDING, DIKES, HAYBALES, ETC.,REQUIRED BY THE CITY SHALL BE INCIDENTAL TO THE GRADING CONTRACT.3.EROSION AND SILTATION CONTROL (ESC): THE CONTRACTOR SHALL ASSUMECOMPLETE RESPONSIBILITY FOR CONTROLLING ALL SILTATION AND EROSIONOF THE PROJECT AREA. THE CONTRACTOR SHALL USE WHATEVER MEANSNECESSARY TO CONTROL THE EROSION AND SILTATION INCLUDING BUT NOTLIMITED TO: CATCH BASIN INSERTS, CONSTRUCTION ENTRANCES, EROSIONCONTROL BLANKET, AND SILT FENCE. ESC SHALL COMMENCE WITH GRADINGAND CONTINUE THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF THEWORK BYTHE OWNER. THE CONTRACTOR'S RESPONSIBILITY INCLUDES ALLIMPLEMENTATION AS REQUIRED TO PREVENT EROSION AND THE DEPOSITINGOF SILT. THE OWNER MAY DIRECT THE CONTRACTOR'S METHODS AS DEEMEDFIT TO PROTECT PROPERTY AND IMPROVEMENTS. ANY DEPOSITION OF SILT ORMUD ON NEW OR EXISTING PAVEMENT OR IN EXISTING STORM SEWERS ORSWALES SHALL BE REMOVED AFTER EACH RAIN EVENT. AFFECTED AREAS SHALLBE CLEANED TO THE SATISFACTION OF THE OWNER, ALL AT THE EXPENSE OFTHE CONTRACTOR. ALL TEMPORARY EROSION CONTROL SHALL BE REMOVEDBY THE CONTRACTOR AFTER THE TURF IS ESTABLISHED.4.ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THEEND OF EACH WORKING DAY. A CONSTRUCTION ENTRANCE TO THE SITE MUSTBE PROVIDED ACCORDING TO DETAILS TO REDUCE TRACKING OF DIRT ONTOPUBLIC STREETS.5.PROPOSED PONDS SHALL BE EXCAVATED FIRST AND USED AS TEMPORARYPONDING DURING CONSTRUCTION.6.WHEN INSTALLING END-OF-LINE FLARED END SECTIONS, BRING THE SILT FENCEUP & OVER THE FLARED END SECTIONS & COVER DISTURBED AREAS WITH RIPRAP. THE UPSTREAM FLARED END SECTIONS SHALL HAVE WOOD FIBER BLANKETINSTALLED ON THE DISTURBED SOILS.7.ALL UNPAVED AREAS ALTERED DUE TO CONSTRUCTION ACTIVITIES MUST BERESTORED WITH SEED AND MULCH, SOD, EROSION CONTROL BLANKET OR BEHARD SURFACED WITHIN 2 WEEKS OF COMPLETION OF CONSTRUCTION.8.THE SITE MUST BE STABILIZED PER THE REQUIREMENTS OF THE MPCA, NPDES,MNDOT, AND CITY.A. TEMPORARY (GREATER THAN 1-YEAR) SEED SHALL BE MNDOT SEED MIX 22-111AT 30.5-POUNDS PER ACRE.B. TEMPORARY (LESS THAN 1-YEAR) SEED SHALL BE MNDOT SEED MIX 21-112(FALL) OR 21-111 (SPRING/SUMMER) AT 100-POUNDS PER ACREC.INFILTRATION/FILTRATION BASIN SHALL BE MNDOT SEED MIX 34-262 AT14.5-POUNDS PER ACRE.D. POND SLOPES SHALL BE MNDOT SEED MIX 33-261 AT 35-POUNDS PER ACRE.E. GENERAL SEEDING SHALL BE MNDOT SEED MIX 25-151 AT 70-POUNDS PERACRE.F. MULCH SHALL BE MNDOT TYPE 1 APPLIED AT 2-TONS PER ACRE.9.FOR AREAS WITH SLOPES OF 3:1 OR GREATER, RESTORATION WITH SOD OREROSION CONTROL BLANKET IS REQUIRED.10.ALL TEMPORARY STOCKPILES MUST HAVE SILT FENCE INSTALLED AROUNDTHEM TO TRAP SEDIMENT.11.ALL PERMANENT PONDS USED AS TEMPORARY SEDIMENT BASINS DURINGCONSTRUCTION SHALL BE DREDGED AFTER THE SITE HAS BEEN STABILIZED TORESTORE THE POND TO THE PROPOSED BOTTOM ELEVATION.12.ALL CONSTRUCTION SHALL CONFORM TO LOCAL AND STATE RULESINCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM(NPDES) PERMIT REQUIREMENTS.13.THE SITE MUST BE KEPT IN A WELL-DRAINED CONDITION AT ALL TIMES. THECONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPING, OROTHER MEANS REQUIRED TO INSURE PROPER DRAINAGE DURINGCONSTRUCTION. LOW POINTS IN ROADWAYS OR BUILDING PADS MUST BEPROVIDED WITH A POSITIVE OUTFLOW.RPBCWD STANDARD EROSIONCONTROL NOTES1.NATURAL TOPOGRAPHY AND SOIL CONDITIONS MUST BE PROTECTED,INCLUDING RETENTION ONSITE OF NATIVE TOPSOIL TO THE GREATEST EXTENTPOSSIBLE.2.ADDITIONAL MEASURES, SUCH AS HYDRAULIC MULCHING AND OTHERPRACTICES AS SPECIFIED BY THE DISTRICT MUST BE USED ON SLOPES OF 3:1(H:V) OR STEEPER TO PROVIDE ADEQUATE STABILIZATION.3.FINAL SITE STABILIZATION MEASURES MUST SPECIFY THAT AT LEAST SIX INCHESOF TOPSOIL OR A MINIMUM OF 5% ORGANIC MATTER BE SPREAD ANDINCORPORATED INTO THE UNDERLYING SOIL DURING FINAL SITE TREATMENTWHEREVER TOPSOIL HAS BEEN REMOVED.4.CONSTRUCTION SITE WASTE SUCH AS DISCARDED BUILDING MATERIALS,CONCRETE TRUCK WASHOUT, CHEMICALS, LITTER AND SANITARY WASTE MUSTBE PROPERLY MANAGED.5.ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS MUST BEMAINTAINED UNTIL COMPLETION OF CONSTRUCTION AND VEGETATION ISESTABLISHED SUFFICIENTLY TO ENSURE STABILITY OF THE SITE, AS DETERMINEDBY THE DISTRICT.6.ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS MUST BE REMOVEDUPON FINAL STABILIZATION.7.SOIL SURFACES COMPACTED DURING CONSTRUCTION AND REMAININGPERVIOUS UPON COMPLETION OF CONSTRUCTION MUST BE DECOMPACTEDTO ACHIEVE A SOIL COMPACTION TESTING PRESSURE OF LESS THAN 1,400KILOPASCALS OR 200 POUNDS PER SQUARE INCH IN THE UPPER 12 INCHES OFTHE SOIL PROFILE WHILE TAKING CARE TO PROTECT UTILITIES, TREE ROOTS, ANDOTHER EXISTING VEGETATION.8.ALL DISTURBED AREAS MUST BE STABILIZED WITHIN 7 CALENDAR DAYS AFTERLAND-DISTURBING WORK HAS TEMPORARILY OR PERMANENTLY CEASED ON APROPERTY THAT DRAINS TO AN IMPAIRED WATER, WITHIN 14 DAYS ELSEWHERE.9.THE PERMITTEE MUST, AT A MINIMUM, INSPECT, MAINTAIN AND REPAIR ALLDISTURBED SURFACES AND ALL EROSION AND SEDIMENT CONTROL FACILITIESAND SOIL STABILIZATION MEASURES EVERY DAY WORK IS PERFORMED ON THESITE AND AT LEAST WEEKLY UNTIL LAND-DISTURBINGACTIVITY HAS CEASED.THEREAFTER, THE PERMITTEE MUST PERFORM THESE RESPONSIBILITIES AT LEASTWEEKLY UNTIL VEGETATIVE COVER IS ESTABLISHED. THE PERMITTEE WILLMAINTAIN A LOG OF ACTIVITIES UNDER THIS SECTION FOR INSPECTION BY THEDISTRICT ON REQUEST.PROPERTY BOUNDARYEXISTING CONTOURPROPOSED CONTOURSETBACK LINERIGHT OF WAY LINEEASEMENTSTANDARD CURB AND GUTTERSTORM SEWERFLARED END SECTIONRETAINING WALLDRAINTILEGRADING LIMITSSPOT ELEVATIONFLOW DIRECTIONEMERGENCY OVERFLOWROCK CONSTRUCTION ENTRANCEEROSION CONTROL BLANKETINLET PROTECTIONSILT FENCEBIOROLLLODD-1.50%1000.00E.O.231 DescriptionRev.DateSANTA VERA APARTMENTS CHANHASSEN, MINNESOTA07.11.2025CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:25-100PMJM04/04/2025G:\Shared Drives\Active Projects\Chanhassen\Headwaters Dev - Santa Vera Apartments\CAD\Sheets\SWPPP NARRATIVE & NOTES.dwgProject Title: HEADWATERS 6757 KARMEN AVENUE ALBERTVILLE, MN Client:Date: Lic. No.:1RPBCWD Rev-107.21.2025Sheet:XX.XX.XXN O T F O R C O N S T R U C T I O N I hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalEngineer under the laws of theState of Minnesota.53735Peter S Moreau, PE2RPBCWD Rev-207.29.2025C7.0SWPPP NARRATIVESWPPP NARRATIVETHE SWPPP IS PREPARED IN ACCORDANCE WITH THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES)REGULATIONS AS ESTABLISHED BY THE CLEAN WATER ACT. THE MINNESOTA POLLUTION CONTROL AGENCY'S CONSTRUCTIONGENERAL PERMIT MN R100001 (CSGP) (EXPIRATION DATE JULY 31, 2023) PROVIDES A FRAME WORK OF REQUIREMENTS FORCOMPLIANCE TO DISCHARGE STORMWATER FROM A CONSTRUCTION SITE.THE SWPPP IS FOR IMPLEMENTATION BY THE OWNER AND OPERATOR, AS LISTED BELOW, AT SANTA VERA APARTMENTS. THIS REPORTSHALL BE ON THE SITE AT ALL TIMES DURING CONSTRUCTION. THE OWNER MUST ALSO KEEP THIS SWPPP ON FILE FOR THREE YEARSAFTER SUBMITTAL OF THE NOTICE OF TERMINATION. THE FOLLOWING ARE OUTLINED IN THIS SWPPP:- CONTROL MEASURES FOR STORM WATER POLLUTION PREVENTION PRIOR TO AND DURING CONSTRUCTION- CONTROL MEASURES FOR STORM WATER POLLUTION PREVENTION AFTER CONSTRUCTION- SOURCES OF STORMWATER AND NON-STORMWATER POLLUTION- INSPECTION AND MAINTENANCE PROCEDURESTHE GRADING AND EROSION CONTROL PLAN PREPARED FOR SANTA VERA APARTMENTS SHALL BE CONSIDERED PART OF THE SWPPP.PROJECT LOCATIONTHIS DOCUMENT PRESENTS A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) FOR SANTA VERA APARTMENTS INCHANHASSEN, MINNESOTA. THE SITE IS LOCATED ON 3.85 ACRES NEAR THE INTERSECTION OF SANTA VERA DRIVE AND LAREDODRIVE.PROJECT CONTACT INFORMATIONOWNER/DEVELOPER: HEADWATERS DEVELOPMENTOWNER ADDRESS:6757 KARMEN AVENUEALBERTVILLE, MNOWNER EMAIL:RYAN@HEADWATERSDEVELOPMENT.COMCONTRACTOR: TBDCOMPANY NAME: TBDIDENTIFY PERSONNEL INVOLVED WITH THE PROJECT AND THEIR RELATED NECESSARY TRAINING COMMENSURATE WITH THEIR TASKPRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES.SWPPP DESIGNER: MEASURE GROUP, LLCPETER MOREAUPO BOX 10WAYZATA, MN 55391612-440-0934PMOREAU@MEASUREGRP.COMDESIGN OF CONSTRUCTION SWPPP, U OF M 05/31/28SWPPP INSPECTION:TBDBMP INSTALLER:TBDOWNER/OPERATOR RESPONSIBILITIESOWNER·DEVELOPMENT OF SWPPP PRIOR TO APPLICATION/NOI SUBMITTAL.·SUBMIT A COMPLETE AND ACCURATE APPLICATION FORM (NOI)·COMPLIANCE WITH ALL TERMS AND CONDITIONS OF CONSTRUCTION GENERAL STORMWATER PERMIT·SWPPP SUBMITTAL FOR 30 DAY REVIEW FOR PROTECT GREATER THAN 50 ACRES & DISCHARGING TO SPECIAL/IMPAIREDWATERS WITHIN 1 MILE OF SITE DISCHARGE.·KEEPING PERMIT COVERAGE UP-TO-DATE (TRANSFER/SUBDIVISION)·SUBMIT NOTICE OF TERMINATION (NOT) WITHIN 30 DAYS AFTER ALL PERMIT TERMINATION CONDITIONS AS LISTED IN SECTION13 ARE COMPLETE·SUBMIT NOTICE OF TERMINATION (NOT) WITHIN 30 DAYS OF MEETING REQUIREMENTS OF FINAL STABILIZATION·IDENTIFY WHO HAS LONG TERM OPERATION AND MAINTENANCE RESPONSIBILITY OF THE PERMANENT STORMWATER SYSTEM.·DEVELOP CHAIN OF RESPONSIBILITY WITH ALL OPERATORS TO ENSURE NPDES COMPLIANCE.·IDENTIFY TRAINED PERSONNEL TO DEVELOP THE SWPPP, INSTALL AND MAINTAIN BEST MANAGEMENT PRACTICES, AND OVERSEETHE SWPPP AND CONDUCT INSPECTIONSOPERATOR·COMPLETION OF AN ACCURATE NOI WITH THE OWNER·COMPLIANCE WITH CSGP SECTIONS 3, 4, 6-22, 24 AND ANY APPLICABLE REQUIREMENTS FOR CONSTRUCTION ACTIVITY INSECTION 23 (MINN. R. 7090)·KEEPING THE PERMIT UP-TO-DATE WITH THE OWNER (PARTIAL, WHOLE, CONTRACTOR, BUILDER, ETC)·COMPLETE AND SIGN APPLICATIONS FOR PERMIT TRANSFER AND MODIFICATION AND NOTICE OF TERMINATION WITH OWNERAS NEEDED.PROJECT DESCRIPTIONTHE SITE IS APPROXIMATELY 3.85 ACRES. CONSTRUCTION WILL CONSIST OF, BUT IS NOT LIMITED TO GRADING AND TWO FILTRATIONBASINS. THE PROPOSED PHASING OF THE DEVELOPMENT WILL CONSIST OF THE CONSTRUCTION OF A MULTIFAMILY HOUSINGDEVELOPMENT WITH ASSOCIATED BUILDINGS, PARKING LOT, AND UTILITY INFRASTRUCTURE.PROJECT AREA = 3.85 ACRESDISTURBED AREA = 2.81 ACRESEXISTING IMPERVIOUS AREA = 0.87 ACRES (INCLUDING R.O.W.)PROPOSED IMPERVIOUS AREA = 1.98 ACRES (INCLUDING R.O.W.)PRE-DEVELOPMENT SITE CONDITIONSSITE IS GENERALLY CONSISTENT WITH TYPE "D" SOILS. THE EXISTING SITE GENERALLY DRAINS FROM NORTHWEST TO THE SOUTHEAST.REFER TO GEOTECHNICAL REPORT DATED XX/XX/2025 COMPLETED BY BRAUN INTERTEC.POST-DEVELOPMENT SITE CONDITIONSTHE PROPOSED SITE MAINTAINS THE OVERALL EXISTING DRAINAGE PATTERNS. MOST OF THE SITE DRAINS FROM NORTHWEST TOSOUTHEAST. THE RUNOFF FROM MOST OF THE SITE WILL BE DIRECTED THROUGH STORM SEWER TO THE DETENTION BASIN(S).STORM WATER MANAGEMENT PLAN·THE TEMPORARY STORMWATER MANAGEMENT PLAN WILL CONSIST OF GUIDELINES SET FORTH IN ITEMS 7 AND 8 OF THE SWPPPNOTES SECTION.·THE PERMANENT STORM WATER MANAGEMENT PLAN WILL CONSIST OF SURFACE DRAINAGE BY CURB AND GUTTER, SWALESAND STORM SEWER PIPE.·THE SITE DRAINAGE WILL BE ROUTED TO PROPOSED STORM SEWER WHICH WILL DISCHARGE TO THE DETENTION BASIN(S) .·REFER TO THE PROJECT STORMWATER MANAGEMENT REPORT FOR MORE INFORMATION REGARDING THE PRE-DEVELOPMENTSITE CONDITIONS, POST-DEVELOPMENT SITE CONDITIONS, AND STORM WATER MANAGEMENT CALCULATIONS.·THE SITE STORM WATER DETENTION FACILITY WILL BE CONSTRUCTED TO MEET OR EXCEED LOCAL, STATE AND FEDERALREQUIREMENTS.·TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL BMP'S ALONG WITH THE PROCEDURES TO BE USED TOESTABLISHED ADDITIONAL TEMPORARY BMP'S AS NECESSARY FOR SITE CONDITIONS DURING CONSTRUCTION ARE IDENTIFIEDON THE SITE GRADING AND EROSION CONTROL PLAN PREPARED FOR THE DEVELOPMENT OF THIS PROJECT, AND WITHIN THEPROJECT STORM WATER POLLUTION PREVENTION PLAN.POTENTIAL STORM WATER POLLUTANTSPOTENTIAL POLLUTANT SOURCES, INCLUDING CONSTRUCTION AND WASTE MATERIALS THAT ARE USED OR STORED AT THE SITE, AREDESCRIBED IN THE SECTION. BY IMPLEMENTATION OF THESE BMPS, THE POTENTIAL POLLUTANT SOURCES ARE NOT REASONABLYEXPECTED TO AFFECT THE STORM WATER DISCHARGES FROM THE SITE.CONSTRUCTION MATERIALS, CHEMICALS AND WASTE MATERIALS THAT WILL BE USED OR STORED AT THE SITE:CONSTRUCTION SEQUENCETHE INTENDED SEQUENCING OF MAJOR SITE CONSTRUCTION ACTIVITIES IS AS FOLLOWS:1. INSTALL PERIMETER CONTROL DEVICES (SILT FENCE, BIO-LOGS, ETC.) AND INLET PROTECTION TO EXISTING STRUCTURES ASSHOWN ON PLAN.INSTALL TREE PROTECTION FENCE AS SHOWN ON PLAN.2. INSTALL STABILIZED ROCK CONSTRUCTION ENTRANCE.3. CLEAR AND GRUB SITE.4. STRIP AND STOCKPILE TOPSOIL.5. ROUGH GRADE OF SITE.6. STABILIZE DENUDED AREAS AND STOCKPILES.7. INSTALL SANITARY SEWER, WATERMAIN, STORM SEWER AND SERVICES.8. INSTALL INLET PROTECTION AROUND CATCH BASINS.9. INSTALL STREET SECTION.10. INSTALL CURB AND GUTTER.11. INSTALL PAVEMENT.12. INSTALL SMALL UTILITIES (GAS, ELECTRIC, PHONE, CABLE, ETC.)13. FINE GRADE BOULEVARD, LANDSCAPE AREAS, SEED AND MULCH.14. REMOVE ACCUMULATED SEDIMENT.15. FINAL GRADE.16. WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED BY EITHER SEED OR SOD AND LANDSCAPING,REMOVE SILT FENCE AND RESEED ANY AREAS DISTURBED BY THE REMOVAL.CONSTRUCTION NOTESIT IS HIGHLY RECOMMENDED THAT THE CONTRACTOR MAINTAIN A STOCKPILE OF EROSION CONTROL DEVICES AND SEDIMENTCONTROL BMP'S ON SITE AT ALL TIMES FOR IMMEDIATE USAGE. IN THE EVENT OF AN ACCIDENTAL SEDIMENT DISCHARGE TOWATERS OF THE STATE, OR ANY DISCHARGE OF HAZARDOUS MATERIAL OF REPORTABLE QUANTITY, CONTACT THE MPCA STATEDUTY OFFICER AT 1-800-422-0798.TIMING OF BMP INSTALLATIONTHE EROSION PREVENTION AND SEDIMENT CONTROL BMP'S SHALL BE INSTALLED TO MINIMIZE EROSION FROM DISTURBED SURFACESAND CAPTURE SEDIMENT ON SITE. THE FOLLOWING LIST DEFINES THE TIMING OF EROSION PREVENTION AND SEDIMENT CONTROLMEASURES IN SPECIFIC AREAS.PRIOR TO START OF CONSTRUCTIONTHE FOLLOWING EROSION PREVENTION AND SEDIMENT CONTROL MEASURES ARE SHOWN IN THE PLANS AND SHALL BE IMPLEMENTEDPRIOR TO CONSTRUCTION:1. INSTALL SILT FENCE OR OTHER SEDIMENT CONTROL AROUND THE PERIMETER OF AREAS TO BE GRADED AND ALL AREAS WHICH ARENOT TO BE DISTURBED AS SHOWN ON THE GRADING AND EROSION CONTROL PLAN.2. CONSTRUCT GRAVEL CONSTRUCTION ENTRANCES AT FIELD ENTRANCES TO THE SITE AS SHOWN ON THE CONSTRUCTION PLANS.3. INLET PROTECTION IS TO BE INSTALLED AT ALL STORM WATER INLETS WHICH HAVE THE POTENTIAL TO RECEIVE STORM WATERRUNOFF FROM THE CONSTRUCTION SITE WITHIN 200 FEET OF LIMITS OF CONSTRUCTION.4. INSTALL SILT FENCE OR OTHER SEDIMENT CONTROL AROUND ALL TEMPORARY INACTIVE STOCKPILES. ALL SILT FENCES FORSTOCKPILES SHALL BE INCIDENTAL TO GRADING CONTRACT IF STOCKPILES ARE PLACED OUTSIDE OF SILT FENCES SHOWN ON THEPLAN.DURING CONSTRUCTIONTHE FOLLOWING EROSION PREVENTION AND SEDIMENT CONTROL MEASURES ARE SHOWN IN THE PLANS AND SHALL BE IMPLEMENTEDDURING CONSTRUCTION:1. PHASE GRADING WORK TO MINIMIZE THE DURATION THAT ANY DISTURBED SOIL IS EXPOSED.2. ALL DISTURBED AREAS SHALL HAVE TEMPORARY PROTECTION OR PERMANENT COVER OVER EXPOSED SOIL AREAS IF NOT BEINGACTIVELY GRADED AND/OR IF NOT AT FINAL GRADE WITHIN 7 DAYS OF DISTURBANCE ACTIVITY TEMPORARILY OR PERMANENTLYCEASING. TEMPORARY SEED MIX 22-111, APPLIED AT A RATE OF 30.5 LBS/ACRE, SHALL BE USED PRIOR TO WINTER, IF SITE NOTSODDED.3. STRIP AND STOCKPILE TOPSOIL FOR REPLACEMENT OF 6 INCHES OF TOPSOIL OVER TURF AREAS WHEN GRADING IS COMPLETE.4. PLACE A MINIMUM OF 2 TONS/ACRE OF STRAW ON ALL AREAS AFTER REACHING FINAL GRADE WITH TOPSOIL AND ANCHORSTRAW WITH EITHER A STRAIGHT DISK, HYDROMULCH OR POLYMER.5. STABILIZATION OF TEMPORARY OR PERMANENT DRAINAGE DITCHES THAT DRAIN WATER FROM THE CONSTRUCTION SITE MUST BEINITIATED WITHIN 24 HOURS OF CONNECTING THE DRAINAGE DITCH TO ANY CONVEYANCE SYSTEM THAT DISCHARGES TOSURFACE WATERS. THE FIRST 200 LINEAR FEET MUST BE STABILIZED WITHIN 24 HOURS. THE REMAINING DITCH SHALL BE STABILIZEDWITHIN 7 DAYS.6. INSTALL SILT FENCE AROUND ALL TEMPORARY INACTIVE STOCKPILES WHICH ARE NOT PLACED WITHIN EXISTING SILT FENCES OROTHER PERIMETER CONTROLS.7. TEMPORARY OR PERMANENT ENERGY DISSIPATION AT PIPE APRON OUTLETS WILL BE PLACED PRIOR TO BUT NO SOONER THAN 7DAYS BEFORE APRON IS INSTALLED. RIPRAP SHALL BE INSTALLED UNDER APRON LIP ACCORDING TO THE STANDARD DETAIL.8. SUFFICIENT PERSONNEL, EQUIPMENT, AND MATERIALS SHALL BE MOBILIZED WITHIN 24 HOURS OF A WRITTEN ORDER BY THEOWNER OR OWNER'S REPRESENTATIVE TO CONDUCT CORRECTIVE WORK AND INSTALL TEMPORARY EROSION CONTROL WORK INTHE CASE OF AN EMERGENCY.9. REMOVE ANY SEDIMENT THAT HAS BEEN TRACKED ONTO PUBLIC STREETS AT THE END OF THE DAY OR WITHIN 24 HOURS OFDETECTION, OR MORE FREQUENT AT DIRECTION OF SITE INSPECTOR.10. COLLECT ALL CONSTRUCTION DEBRIS IN DUMPSTERS AND ROLL-OFF BOXES, EMPTY WHEN DEBRIS REACHES TOP OF DUMPSTER11. INSPECT POLLUTION CONTROL MEASURES AS SPECIFIED WITHIN SECTION 11 OF THE GENERAL PERMIT.INLET SEDIMENT CONTROL BMP REMOVALIF INLET SEDIMENT CONTROLS (WIMCO TYPE OR EQUAL) BMP'S ARE REMOVED FOR FLOODING / FREEZING CONCERNS UPONREQUEST OF THE MUNICIPALITY, WATERSHED DISTRICT OR OTHER AGENCY, DOCUMENTATION SHALL BE ATTACHED TO THEINSPECTION REPORTS AND THIS SWPPP OR BEAVAILABLE WITHIN 72 HOURS OF REQUEST. DOCUMENTATION SHALL BE A WRITTEN FORM OF CORRESPONDENCE VERIFYING THENEED FOR REMOVAL.UPON COMPLETION OF CONSTRUCTION ACTIVITIESPERMIT TERMINATION CONDITIONS ARE ACHIEVED FOR THE PROJECT WHEN PERMANENT EROSION CONTROL BMP'S ARE APPLIED TOTHE SITE. THE PERMANENT EROSION CONTROL BMP'S MAY BE A COMBINED OF VEGETATIVE AND NON-VEGETATIVE COVER TYPES.ADDITIONAL REQUIREMENTS TO ACHIEVING FINAL STABILIZATION PERMIT TERMINATION CONDITIONS INCLUDE:1. ALL SOIL DISTURBING ACTIVITY IS COMPLETED. ALL DISTURBED AREA WITHOUT PERMANENT IMPERMEABLE SURFACES AREVEGETATED FOR FINAL STABILIZATION.2. PERMANENT STORMWATER TREATMENT SYSTEM (IF REQUIRED) IS CONSTRUCTED AND ACCUMULATED SEDIMENT HAS BEENREMOVED FROM CONSTRUCTION ACTIVITY. CLEAN OUT ALL SEDIMENT FROM CONVEYANCES AND FROM TEMPORARY SEDIMENTBASINS THAT ARE TO BE USED AS PERMANENT WATER QUALITY MANAGEMENT BASINS. THE CLEAN OUT OF PERMANENT BASINS MUSTBE SUFFICIENT TO RETURN THE BASIN TO DESIGN CAPACITY.3. THE VEGETATIVE COVER FOR THE SITE IS AT A DENSITY, WITH UNIFORM PERENNIAL COVER OF 70% OF THE EXPECTED FINALGROWTH DENSITY.4. ALL TEMPORARY, SYNTHETIC BMP'S HAVE BEEN REMOVED.PERMANENT VEGETATION ESTABLISHMENTPERMANENT TURF SHALL FOLLOW THE RECOMMENDATIONS PER NOTES AND SPECIFICATIONS IN THE GRADING AND/OR LANDSCAPEPLAN. SEED THAT IS TO OCCUR AFTER OCTOBER 20TH SHALL CONFORM TO THE MNDOT SPECIFICATIONS FOR DORMANT SEEDING.SWPPP INSPECTIONS AND MAINTENANCE EROSION AND SEDIMENT CONTROL INSPECTIONSCONSTRUCTION ACTIVITY AND ALL SUPPORT ACTIVITIES MUST BE INSPECTED (USING MPCA CONSTRUCTION STORMWATERINSPECTION CHECKLIST OR AN ALTERNATIVE FORM) WITHIN THE PARAMETERS OF THE SCHEDULE BELOW. THE INSPECTOR SHALL BEA PERSON TRAINED AND FAMILIAR WITH THE REQUIREMENTS OF THIS SWPPP AND THE MPCA MN R100001 PERMIT. ALTERNATES WILLINCLUDE INDIVIDUALS TO BE DESIGNATED BY THE OWNER AND MAY INCLUDE CONTRACTOR PERSONNEL OR OTHER QUALIFIEDINDIVIDUALS AND SHALL BE LISTED IN THE PROJECT CONTACT INFORMATION SECTION OF THIS PLANINSPECTION SCHEDULE:- IF THE SITE IS ACTIVE: INSPECTION NEEDED ONCE EVERY 7 CALENDAR DAYS AND WITHIN 24 HOURS OF A RAINFALL GREATER THAT0.5 INCHES.- INACTIVE AND STABILIZED AREAS: INSPECTION NEEDED ONCE EVERY 30 CALENDAR DAYS.- INACTIVE AREAS WITH FINAL STABILIZATION: INSPECTION NEEDED ONCE EVERY MONTH FOR 12 MONTHS (NOT INCLUDING FROZENCONDITIONS).- SUBJECT TO WINTER/FROZEN CONDITIONS: NOT APPLICABLE/NOT NEEDED IF NO CONSTRUCTION ACTIVITY IS OCCURRING.SCOPE OF INSPECTION SHALL INCLUDE:1. RECORD DATE AND TIME OF INSPECTION2. NAME OF PERSON(S) CONDUCTING INSPECTION3. FINDINGS OF THE INSPECTION4. LOCATION AND CORRECTIVE ACTIONS NEEDED5. CORRECTIVE ACTIONS TAKEN (DATE.TIME/BY WHOM)6. DATE AND AMOUNT OF RAINFALL (RAINFALL AMOUNTS TO BE TAKEN FROM AN ONSITE RAIN GAUGE)7. OBSERVED DISCHARGES LOCATIONS8. DESCRIBE DISCHARGE (COLOR, ODOR, FLOATING. SETTLED, SOLIDS, FOAM, OIL SHEEN)9. THE SITE INSPECTOR WILL VISUALLY CHECK A DISCHARGE FROM A TEMPORARY OR PERMANENT SEDIMENTATION BASIN TO ENSUREADEQUATE TREATMENT IS OBTAINED AND DISCHARGE WATER WILL NOT CONTRIBUTE EXCESSIVE SEDIMENT OR OTHER NUISANCECONDITIONS.10. RECORD CHANGES MADE TO THE SWPPP. AMENDMENTS FROM INSPECTIONS NEED TO BE COMPLETED WITHIN 7 DAYS.11. ALL INSPECTIONS SHALL BE DOCUMENTED WITHIN 24 HOURS AFTER COMPLETING THE FIELD INSPECTION AND AVAILABLE IN PAPEROR ELECTRONIC FORM ON SITE.MAINTENANCE OF EROSION AND SEDIMENT CONTROL DEVICESTHE OWNER/CONTRACTOR IS RESPONSIBLE FOR THE OPERATION, MAINTENANCE OF TEMPORARY AND PERMANENT WATER QUALITYMANAGEMENT BMPS AS WELL AS ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS, FOR THE DURATION OF THECONSTRUCTION WORK AT THE SITE. THE CONTRACTOR MUST INSPECT ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPSAND POLLUTION PREVENTION MANAGEMENT MEASURES TO ENSURE INTEGRITY AND EFFECTIVENESS DURING ALL ROUTINE AND POSTRAINFALL EVENTS. ALL NONFUNCTIONAL BMPS MUST BE REPAIRED, REPLACED, OR SUPPLEMENTED WITH FUNCTIONAL BMPS BY THEEND OF THE NEXT BUSINESS DAY AFTER DISCOVERY, OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS UNLESS ANOTHER TIMEFRAME IS SPECIFIED BELOW.THE FOLLOWING GUIDELINES WILL BE USED TO DETERMINE IF THE EROSION AND SEDIMENT CONTROL DEVICES REQUIREMAINTENANCE, REPAIR, OR REPLACEMENT:1. ALL NON-FUNCTIONAL BMPS - OBSERVED CONDITION; SEDIMENT OVERTOPPING, UNDER WATER, SCOURED ENDS, UNDERMINED,DESTROYED, NON-FUNCTION AS DESIGNED, ETC. - SHALL BE MAINTAINED OR REPLACED BY THE END OF THE NEXT BUSINESS DAYAFTER DISCOVERY OR NOTIFICATION, OR AS SOON AS FIELD CONDITIONS ALLOW.2. PERIMETER SEDIMENT CONTROL (SILT FENCE, FIBER LOGS, BERMS, ETC.) - OBSERVED CONDITION TO BE 1/2 FULL OF SEDIMENT,FLATTENED TO 12 HEIGHT, DRIVEN OVER, UNDERMINED, SCOURED, MOVED FOR ACCESS, ETC. - SHALL BE MAINTAINED, REPAIRED ORSUPPLEMENTATION OF PERIMETER SEDIMENT CONTROL SHOULD BE DONE BY THE END OF NEXT BUSINESS DAY OR AD FIELDCONDITIONS ALLOW.3. INLET PROTECTION BMPS, CONVEYANCES, SURFACE WATERS - OBSERVED CONDITION; SEDIMENT DEPOSITION, SEDIMENT DELTASAN ACCUMULATION OF SEDIMENT MATERIAL, DEVICES APPEAR PLUGGED WITH SEDIMENT - REMOVAL/CLEAN OUT OFACCUMULATED SEDIMENT AND DELTAS TO BE REMOVED WITHIN 7 DAYS, STABILIZE AS NEEDED IF SOILS ARE EXPOSED DURINGREMOVAL/CLEAN OUT.4. TEMPORARY SEDIMENT BASINS AND TRAPS/PERMANENT SEDIMENT BASINS - OBSERVED TO HAVE SEDIMENT DEPOSITION ANDACCUMULATION TO 1/2 OF THE STORAGE VOLUME - CLEAN OUT, REMOVE ACCUMULATED SEDIMENT MATERIAL WITHIN 7 DAYS OFOBSERVATION, OR AS FIELD CONDITIONS ALLOW ACCESS.5. SITE EXIT LOCATIONS, ROCK EXIT PADS, OTHER ANTI-TRACKING PRACTICES - OBSERVED TO HAVE ACCUMULATED SEDIMENT INROCK OR OTHER ANTI-TRACKING BMP, TRACKING OF SEDIMENT FROM THE SITE ONTO PAVED SURFACES - TOP DRESS ROCK,MAINTAIN ROCK EXIT OR OTHER ANTI-TRACKING CONTROLS, SCRAP PAVED SURFACES, SWEEP PAVED SURFACES WITHIN 1CALENDAR DAY OF DISCOVERY.6. PAVED SURFACES AND ADJACENT STREETS - OBSERVED TO BE TRACKED WITH SEDIMENT AND SOIL MATERIAL FRO THE SITEHAULING OR ACCESS -SWEEP WITHIN 1 CALENDAR DAY OF DISCOVERY, ADDITIONAL AND/OR MORE FREQUENT SWEEPING MAY BENEEDED TO MAINTAIN PUBLIC SAFETYOR PREVENT WASHING FROM FORECASTED RAINS.7. STREET SWEEPING IS REQUIRED ONE TIME PER WEEK AND AFTER RAINFALL OR MORE FREQUENTLY IF DIRECTED BY CITY ENGINEER.TERMINATION OF COVERAGETHE PROJECT PERMIT MAY BE TERMINATED IN ONE OF THE FOLLOWING SCENARIOS:1. ALL CONSTRUCTION ACTIVITY IS COMPLETE, TEMPORARY SYNTHETIC BMP'S ARE REMOVED, ACCUMULATED SEDIMENT FROMCONSTRUCTION IS REMOVED, AND PERMANENT COVER HAS BEEN ACHIEVED WITH VEGETATIVE AND/OR NON-VEGETATIVE COVER.THE NOTICE OF TERMINATION FORM FROM THE PCA SHOULD BE COMPLETED WITHIN 30 DAYS OF MEETING THE CONDITIONS ABOVE.UPON MIDNIGHT OF THE POST MARKED DATE, THE PERMIT COVERAGE IS TERMINATED UNLESS OTHERWISE NOTIFIED BY THE MPCA.OR:2. WITHIN 30 DAYS OF SELLING OR OTHERWISE LEGALLY TRANSFERRING OWNERSHIP OF THE SITE IN IT'S ENTIRETY (INCLUDING STREETSWEEPING AND STORMWATER INFRASTRUCTURE) FROM THE ORIGINAL OWNER TO ANOTHER PARTY TAKING RESPONSIBILITY OFOWNERSHIP. THE TERMINATION IS EFFECTIVE UPON MIDNIGHT OF THE SUBMISSION DATE OF THE NOT. IF A PORTION OF THE SITE ISTRANSFERRED (I.E. OUTLOTS,LOTS/BLOCKS) THAT PORTION OF THE SITE IS TERMINATED FROM THE ORIGINAL PERMIT COVERAGE ATMIDNIGHT OF THE SUBMISSION DATE. OR:3. PERMIT COVERAGE CAN BE TERMINATED IF ALL OF THE FOLLOWING ARE MET:3.a. CONSTRUCTION ACTIVITY HAS CEASED FOR 90 DAYS; AND3.b. AT LEAST 90% OF THE AREA OF THE ORIGINALLY PROPOSED ACTIVITY HAS BEEN COMPLETED AND PERMANENTLY ESTABLISHEDWITH VEGETATION OR NON-VEGETATIVE COVER; AND3.c. WHERE CONSTRUCTION ACTIVITY IS NOT COMPLETE, PERMANENT COVER HAS BEEN ESTABLISHED; AND3.d. THE SITE IS COMPLIANT WITH PERMIT SECTIONS 13.3 THROUGH 13.7.4. WHERE THE PROJECT OBTAINED PERMIT COVERAGE BUT NEVER STARTED CONSTRUCTION ACTIVITY DUE TO CANCELLATION OROTHER REASONS, DOCUMENTATION SHOULD BE SENT TO THE MPCA WITH THE NOT FORM AND IS SUBJECT TO MPCA APPROVAL.POTENTIAL POLLUTANTLOCATIONCONTROL MEASUREANTIFREEZEVARIOUSSECONDARY CONTAINMENT/DRIP PANDIESEL FUELVARIOUSSECONDARY CONTAINMENT/DRIP PANFERTILIZERLANDSCAPE CONTRACTORSECONDARY CONTAINMENTGASOLINEIN EQUIPMENT/FUELING AREASECONDARY CONTAINMENT/DRIP PANGLUE/ADHESIVESCONTRACTORSECONDARY CONTAINMENTHYDRAULIC OILCONTRACTORSECONDARY CONTAINMENTPAINTSCONTRACTORSECONDARY CONTAINMENTGREASECONTRACTORSECONDARY CONTAINMENT/DRIP PANSANITARY WASTEPORTABLE BATHROOMSSERVICE PROVIDER TO SECURE UNITS FROM TIPPINGSOIL AMENDMENTSLANDSCAPE CONTRACTORSECONDARY CONTAINMENTCONCRETETRUCK WASHOUTWASHOUT AREACONCRETE/MORTARMOBILE MIXERS.C / WASHOUT AREASWPPP BMP QUANTITIESSILT FENCE 830 LFBIO-ROLL 60 LFINLET PROTECTION 21 EACHCULVERT/FES PROTECTION6 EACHTEMPORARY SEED MIX AS NEEDEDPERMANENT SEED MIX 8,317 SFSOD 39,204 SFROCK CONSTRUCTION ENTRANCE 1 EACHSTREET SWEEPING1 EACH232 DescriptionRev.DateSANTA VERA APARTMENTS CHANHASSEN, MINNESOTA07.11.2025CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:25-100PMJM04/04/2025G:\Shared Drives\Active Projects\Chanhassen\Headwaters Dev - Santa Vera Apartments\CAD\Sheets\SWPPP NARRATIVE & NOTES.dwgProject Title: HEADWATERS 6757 KARMEN AVENUE ALBERTVILLE, MN Client:Date: Lic. No.:1RPBCWD Rev-107.21.2025Sheet:XX.XX.XXN O T F O R C O N S T R U C T I O N I hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalEngineer under the laws of theState of Minnesota.53735Peter S Moreau, PE2RPBCWD Rev-207.29.2025C7.1SWPPP NARRATIVE& NOTESLISTED BELOW ARE ADDITIONAL BMP'S THAT MAY BE CONSIDERED FOR USE IF THE BMP'S IDENTIFIED IN THEEROSION CONTROL PLANS PROVE TO BE INSUFFICIENT. PAYMENT FOR THESE BMP'S MAY ONLY BE MADE IFPRIOR APPROVAL FROMAN OWNER HAS BEEN GIVEN.1.IMPORTANT VEGETATION·SAFETY FENCE OR A SIMILAR METHOD OF PROTECTION SHALL BE INSTALLED TO PROTECT IMPORTANTVEGETATION AND PROHIBIT VEHICULAR TRAFFIC.·A SECONDARY SILT FENCE SHALL BE INSTALLED AT FIELD OFFICES, STORED EQUIPMENT (INCLUDINGVEHICLE PARKING), CONSTRUCTION MATERIAL LOCATIONS, AND TOPSOIL OR FILL STOCKPILESINSTALLED WITHIN A 25-FOOT MINIMUM BUFFER OUTSIDE THE DRIP LINE OF TREES.2.DITCH PROTECTION (TEMPORARY OR PERMANENT)·THE LAST 200 FEET OF ANY DITCH CONNECTING TO A SURFACE WATER SHALL HAVE TEMPORARY ORPERMANENT STABILIZATION MEASURES IN PLACE WITHIN 24 HOURS OF DIRECT CONNECTION TO ASURFACE WATER. DITCHES MAY BE KEPT IN A "SMOOTH" ROUGH GRADED CONDITION IN ORDER TOPROPERLY INSTALL EROSION CONTROL SEEDING, MULCH, MATS AND BLANKETS.·STABILIZATION METHODS FOR DITCH BOTTOM WETTED PERIMETER MAY INCLUDE ONE OF THEFOLLOWING OR COMBINATIONS OF EROSION CONTROL BLANKET, MATS, RIP-RAP, BIO-ROLLS OR ROCKCHECK DAMS. THE METHOD CHOSEN WILL BE BASED ON AN ANALYSIS OF THE SLOPE AND VELOCITYOF THE RUNOFF. THESE ARE ADDITIONAL BMP'S WHICH MAY BE CONSIDERED FOR USE IF THE BMP'SIDENTIFIED IN THE EROSION CONTROL PLANS PROVE TO BE INSUFFICIENT. PAYMENT FOR THESE BMP'SMAY ONLY BE MADE IF PRIOR APPROVAL FROM AN OWNER HAS BEEN GIVEN.·WHERE DITCH GRADES EXCEED 5%, ROCK CHECK DAMS OR EQUIVALENT BMP SHALL BE INSTALLED.CHECK DAMS TO BE SPACED SO THAT THE CREST OF THE DOWNSTREAM DAM IS AT THE ELEVATION OFTHE TOE OF THE UPSTREAM DAM. TEMPORARY EROSION CONTROL DEVICES REQUIRED DUE TOCONTRACTORS METHOD OF SEQUENCING THEIR CONSTRUCTION WORK SHALL BE INCIDENTAL TO THEGRADING CONTRACT.·ABOVE THE WETTED PERIMETER, THE DITCH WILL BE STABILIZED BY SEEDING AND MULCH AND/OREROSION CONTROL BLANKETS DEPENDING ON SIDE SLOPE STEEPNESS AND LENGTH.·ALL DITCHES WILL BE STABILIZED WITHIN 14 DAYS.3. WORK NEXT TO WETLANDS·PRESERVE A 100' FROM SPECIAL WATERS) NATURAL BUFFER, OR IF A BUFFER IS INFEASIBLE, PROVIDEREDUNDANT SEDIMENT CONTROLS PRIOR TO DISTURBANCE OF UP-GRADIENT AREAS.·FILL SLOPES ADJACENT TO WETLANDS SHALL BE SEEDED AND MULCHED WITHIN 7 DAYS OFCOMPLETION OF WORK. INSTALL EROSION CONTROL BLANKET AS INDICATED ON THE EROSIONCONTROL / GRADING PLAN.4. LONG-STEEP CUT/FILL SLOPES·THERE WILL BE NO UNBROKEN SURFACE SLOPE LENGTHS OF GREATER THAN 75 FEET FOR SLOPES WITHA GRADE OF 3:1 OR STEEPER WITHIN 200 FEET OF SURFACE WATERS. ALL EXPOSED AREAS WITH ACONTINUOUS POSITIVE SLOPE WITHIN 200 FEET OF A SURFACE WATER WILL HAVE A TEMPORARY ORPERMANENT COVER YEAR ROUND. THE EXPOSED SOILS SHALL BE STABILIZED WITHIN 14 DAYS·PLANNED SLOPES OF 3:1 (H:V) OR STEEPER AND GREATER THAN 75 FT IN LENGTH WILL BE TEMPORARILYOR PERMANENTLY STABILIZED IN INCREMENTS NOT TO EXCEED 75 FT, PRIOR TO CONSTRUCTION ORDISTURBING A NEW INCREMENT.·LONG SLOPES SHOULD BE BROKEN INTO SHORTER LENGTHS BY INSTALLING STRAW BIOROLLS ININTERLOCKING HERRINGBONES AS SHOWN ON THE GRADING PLAN. IF TEMPORARY SEEDING ANDMULCH CAN NOT BE USED ON SLOPES STEEPER THAN 3:1, THEN THE SLOPE MAY BE COVERED WITHTARPS OR PLASTIC SHEETING. TEMPORARY EROSION CONTROL DEVICES REQUIRED DUE TOCONTRACTORS METHOD OF SEQUENCING THEIR CONSTRUCTION WORK SHALL BE INCIDENTAL TO THEGRADING CONTRACT.·THE SOIL SURFACE ON RE-VEGETATED SLOPES WILL BE ROUGHENED USING ANY APPROPRIATEIMPLEMENT THAT CAN BE SAFELY OPERATED ON THE SLOPE, SUCH AS BULLDOZERS OR DISKS. THEGROOVES SHALL BE CREATED PERPENDICULAR TO THE SLOPE TO HELP ESTABLISH VEGETATIVE COVER,REDUCE RUNOFF VELOCITY, INCREASE INFILTRATION, AND PROVIDE FOR SEDIMENT TRAPPING.5.CULVERT INLET/OUTLET PROTECTION·SOD MAY BE PLACED AND ANCHORED AT CULVERT INLETS AS SHOWN ON THE GRADING PLAN, UNLESSVELOCITIES REQUIRE RIPRAP.·AT LEAST ONE 2-FOOT WIDE STRIP OF SOD OR FIBER BLANKET SHALL BE PLACED ALONG THE EDGES OFCULVERT HEADWALLS AND WINGWALLS AS SHOWN ON THE GRADING AND/OR UTILITY PLANS.·RIPRAP AT PIPE APRON OUTLETS WILL BE PLACED PRIOR TO BUT NO SOONER THAN 7 DAYS BEFOREAPRON IS INSTALLED. RIPRAP SHALL BE INSTALLED UNDER APRON LIP ACCORDING TO THE STANDARDDETAIL.6.STORM SEWER INLET PROTECTION·STORM DRAIN INLETS SHALL BE PROTECTED UNTIL THE DISTURBED AREAS THAT COULD DISCHARGE TOAN INLET HAVE BEEN STABILIZED.·INFRASAFE SEDIMENT CONTROL BARRIERS OR APPROVED EQUAL SHALL BE USED WHEN CASTINGS ARENOT IN PLACE AS INDICATED ON THE UTILITY PLAN AND AS APPROVED BY THE OWNER.·INFRASAFE DEBRIS COLLECTION DEVICE OR APPROVED EQUIVALENT SHALL BE USED WHEN CASTINGSARE IN PLACE AS INDICATED ON THE UTILITY PLAN AND AS APPROVED BY THE OWNER.·DOCUMENTATION IS NEEDED WITHIN 72 HOURS IF REMOVAL OF PROTECTION BMPS IS NEEDED DUE TOWINTER CONDITIONS OR FLOODING CONCERNS.7.STORM WATER POND OUTLETS·TEMPORARY OR PERMANENT ENERGY DISSIPATION MEASURES SHALL BE IN PLACE AT THE STORMWATER POND OUTLETS WITHIN 24 HOURS OF DIRECT CONNECTION TO A SURFACE WATER.·RIPRAP AT PIPE APRON OUTLETS WILL BE PLACED PRIOR TO APRON INSTALLATION AND SHALL BEINSTALLED UNDER THE APRON LIP.·POND EMERGENCY SPILLWAYS SHALL BE LINED BASED ON THE DESIGN DISCHARGE FLOW VELOCITYAND AS INDICATED ON GRADING AND/OR UTILITY PLANS.8.TEMPORARY SEDIMENT BASINS·TEMPORARY SEDIMENT BASINS WILL BE PROVIDED WHERE 10 OR MORE ACRES OF DISTURBED SOILDRAIN TO ACOMMON LOCATION. THE BASIN SIZE IS BASED ON RUNOFF FROM A 2-YEAR, 24 HOURSTORM, FOR EACH ACRE DRAINED TO THE BASIN. AT A MINIMUM, THE BASIN WILL PROVIDE 1800 CUBICFEET OF STORAGE FOR EACH ACRE DRAINED TO THE BASIN.·SEDIMENT BASINS WILL DETAIN WATER LONG ENOUGH TO SETTLE OUT AT LEAST 75 PERCENT OF THESEDIMENT. THE USE OF FLOCS MAY BE NECESSARY. THE DISCHARGE QUALITY SHALL BE EQUAL TO ORBETTER THAN THE RECEIVING WATER. THE TEMPORARY BASIN MAY BE DRAWN DOWN WITH A PUMP TOINCREASE CAPACITY FOR THE NEXT RAIN EVENT. TEMPORARY EROSION CONTROL DEVICES REQUIREDDUE TO CONTRACTORS METHOD OF SEQUENCING THEIR CONSTRUCTION WORK SHALL BE INCIDENTALTO THE GRADING CONTRACT.·THE SEDIMENT PONDS WILL BE EXCAVATED TO MAINTAIN THE NECESSARY SEDIMENT CAPACITY ANDCONTAINMENT.··TEMPORARY SEDIMENT FOREBAYS WILL BE CONSTRUCTED TO CAPTURE SEDIMENT BEFORE IT ENTERSTHE POND, IF·NECESSARY.·THE SEDIMENT PONDS WILL BE MONITORED BY THE CONTRACTOR TO DETERMINE THE SEDIMENT LEVELIN THE POND.·WHEN THE DEPTH OF SEDIMENT COLLECTED IN THE TEMPORARY BASIN REACHES ½ FULL (50% OF THESTORAGE VOLUME) THE BASIN SHALL BE DRAINED USING PUMPS AND ENERGY DISSIPATION ANDSEDIMENT REMOVAL SHALL BE COMPLETED WITHIN 72 HOURS OF DISCOVERY OF THE BASIN BEING 1/2FULL OF SEDIMENT, OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS. TEMPORARY EROSIONCONTROL DEVICES REQUIRED DUE TO CONTRACTORS METHOD OF SEQUENCING THEIRCONSTRUCTION WORK SHALL BE INCIDENTAL TO THE GRADING CONTRACT.·TEMPORARY SEDIMENT BASINS WILL HAVE A STABILIZED EMERGENCY OVERFLOW AND CONTAINENERGY DISSIPATION AT BASIN OUTLET.9.DEEP UTILITIES: WATER AND SANITARY/GAS LINE·SILT FENCE OR A SIMILAR TYPE OF PERIMETER CONTROL SHALL BE PLACED DOWN GRADIENT OF THEEXCAVATED SOIL IF WORK IS DONE WITHIN 200 FEET OF WETLANDS OR STREAMS.·DISTURBANCE OF CHANNEL BANKS, WETLANDS, AND IMPORTANT VEGETATION AREAS SHALL BEMINIMIZED TO THE EXTENT POSSIBLE.·THE UTILITY CONSTRUCTION SITE SHALL BE SEEDED WITH A TEMPORARY·SEED MIX AND MULCH AFTER INSTALLATION IF THE SITE WILL BE IDLE FOR 7, 14, OR 21 DAYS DEPENDINGUPON SLOPES OF STEEPER THAN 3:1, 3:1 TO 10:1 AND FLATTER THAN 10:1 RESPECTIVELY.10.STOCKPILES (TEMPORARY AND PERMANENT)·LOCATE STOCKPILES A MINIMUM OF 100 FEET FROM CATCH BASIN INLETS, PONDS, AND SITE DRAINAGEROUTES PERIMETER CONTROLS SUCH AS SILT FENCE SHALL BE INSTALLED AROUND ALL STOCKPILES IFNOT PLACED WITHIN EXISTING SILT FENCES OR OTHER SEDIMENT CONTROL.·TEMPORARY SEED AND MULCH SHALL BE USED TO STABILIZE THE STOCKPILES AND THE STOCKPILESSHALL BE SHAPED TO FACILITATE SEEDING AND MINIMIZE EROSION AND SHALL BE SEEDED WITHIN 7DAYS. TEMPORARY EROSION CONTROL DEVICES REQUIRED DUE TO CONTRACTORS METHOD OFSEQUENCING THEIR CONSTRUCTION WORK SHALL BE INCIDENTAL TO THE GRADING CONTRACT.·IF TEMPORARY SEED AND MULCH CANNOT BE USED, THEN THE STOCKPILES SHALL BE COVERED WITHHYDROMULCH, TARPS OR PLASTIC SHEETING AS APPROVED BY THE OWNER.·IF STOCKPILES MUST BE PLACED WITHIN A CONVEYANCE A TEMPORARY BYPASS SHALL BE INSTALLED(I.E. PVC PIPE) TO ADEQUATELY CONVEY RUNOFF. TEMPORARY BYPASS BMPS SHALL BE INCIDENTAL TOTHE CONTRACT UNLESS PREVIOUSLY APPROVED BY THE OWNER / ENGINEER11.CONSTRUCTION DEWATERING·DURING DEWATERING ACTIVITIES, THE SEDIMENT LADEN WATER CANNOT BE DIRECTLY DISCHARGED TOSURFACE WATERS. OPTIONS FOR REDUCING THE TURBIDITY OF THE WATER INCLUDE:(TEMPORARY EROSION CONTROL DEVICES REQUIRED DUE TO CONTRACTORS METHOD OFSEQUENCING THEIR CONSTRUCTION WORK SHALL BE INCIDENTAL TO THE GRADING CONTRACT):1.CONSTRUCT A TEMPORARY SEDIMENT TRAP FOR TURBID WATER DISCHARGE.2.USE A PORTABLE SEDIMENT TRAP SYSTEM.3.APPLY NATURAL BASED FLOCCULENT TECHNOLOGY SUCH AS CHITOSAN IN SEDIMENT TRAPS OR ASERIES OF DITCH CHECKS TO CONTAIN SEDIMENT.4.DISCHARGE THROUGH FIBERLOGS OR A ROCK WEEPER INTO A LARGE VEGETATIVE BUFFER AREA.5.PUMP TO A TEMPORARY SEDIMENT BASIN.6.ENERGY DISSIPATION WILL BE PROVIDED AT ALL DISCHARGE POINTS.7.DEWATERING OR BASIN DRAINING ACTIVITIES WILL NOT CAUSE EROSION IN RECEIVING CHANNELS ORADVERSELY IMPACT WETLANDS.8.ALL EROSION CONTROL OR SEDIMENT TRAPS REQUIRED FOR CONSTRUCTION DEWATERING SHALL BECONSIDERED INCIDENTAL TO THE CONSTRUCTION ACTIVITY REQUIRING DEWATERING.12.CONSTRUCTION ENTRANCES·A TEMPORARY CRUSHED ROCK OR WOOD CHIP PAD SHALL BE LOCATED WHERE VEHICLES LEAVE THECONSTRUCTION SITE.·THE CONSTRUCTION ENTRANCE PAD SHALL BE AT LEAST 50 FEET IN LENGTH.·GEOTEXTILE FABRIC MAY BE PLACED UNDER THE CRUSHED ROCK OR WOOD CHIPS TO PREVENTMIGRATION OF MUD FROM UNDERLYING SOIL INTO THE CONSTRUCTION ENTRANCE MATERIAL.·ROCK PADS SHALL BE CONSTRUCTED OF ROCK 1 TO 3 INCHES IN SIZE AND PLACED IN 6 INCH LAYERS.·CONSTRUCTION ENTRANCES SHALL BE INSPECTED AT LEAST EVERY 7 DAYS AND MAINTAINED ASNEEDED.·TRACKED SEDIMENTS SHALL BE REMOVED FROM PAVED SURFACES AT THE END OF EACH DAY USINGPICK-UP TYPE STREET SWEEPER.·IF TRACKING INTO ROADWAY BECOMES PROBLEMATIC THE ENTRANCE PADS SHALL BE LENGTHENED ORANOTHER TECHNIQUE APPLIED. TEMPORARY EROSION CONTROL DEVICES REQUIRED DUE TOCONTRACTORS METHOD OF SEQUENCING THEIR CONSTRUCTION WORK SHALL BE INCIDENTAL TO THEGRADING CONTRACT.·THE CONSTRUCTION ENTRANCE SHALL BE MONITORED CLOSELY DURING WET CONDITIONS. IFTRACKING INTO ADJACENT ROADWAYS OCCURS, THE FREQUENCY OF STREET SWEEPING SHALL BEINCREASED.13.CONCRETE TRUCK WASHOUT·CONCRETE TRUCKS SHALL UTILIZE THE CONCRETE WASHOUT AREA SHOWN ON THE PLANS TO WASHAND RINSE THEIR EQUIPMENT PRIOR TO LEAVING THE SITE.·WASHOUT OF CONCRETE MIXER TRUCKS WILL BE PERFORMED IN THE DESIGNATED AREAS ONLY.·WASHOUTS WILL BE CONSTRUCTED AND MAINTAINED TO PROVIDE SUFFICIENT CONTAINMENT FOR ALLLIQUID AND CONCRETE WASTE GENERATED BY WASHOUT OPERATIONS.·WASHOUTS SHALL BE CLEARLY MARKED ON SITE WITH SIGNAGE BY THE UTILITY CONTRACTOR WITHAPPROVAL FROM OWNER.·WASHOUTS SHALL BE LOCATED A MINIMUM OF 50 FEET FROM DRAINAGE FACILITIES ANDWATERCOURSES.·CONCRETE WASHOUT AREAS WILL HAVE AN IMPERMEABLE LINER TO PREVENT CONCRETE WASHOUTWATER FROM INFILTRATING/CONTACTING WITH SOIL.·IMPERMEABLE LINER INCLUDES 10 MIL POLYLINER OR COMPACTED CLAY LINER.·WASHOUT SYSTEMS CAN BE USED AS ALTERNATE WASHOUT AREAS.14.VEHICLE MAINTENANCE·ROUTINE MAINTENANCE OF VEHICLES AND EQUIPMENT SHALL OCCUR IN STAGING AREAS ONLY.·VEHICLE WASHING SHOULD BE AVOIDED. IF WASHING IS NECESSARY, RUNOFF FROM THE WASHINGWILL BE CONTAINED AND LIMITED TO A DEFINED AREA OF THE SITE. RUNOFF MUST BE CONTAINED ANDWASTE PROPERLY DISPOSED OF·ENGINE DEGREASING SHALL BE AVOIDED. IF DEGREASING IS NECESSARY, RUNOFF FROM THEOPERATION WILL BE CONTAINED IN A LINED SEDIMENT TRAP AND PROPERLY DISPOSED OF AT ATREATMENT FACILITY.·ALL REQUIRED SEDIMENT TRAPS AND CONTAINMENT FACILITIES AND PROPER DISPOSAL OF WASHWATER/DEGREASING AT A TREATMENT FACILITY SHALL BE INCIDENTAL TO THE CONSTRUCTIONCONTRACT.15.FUELING·ANY FUEL TANK OR TRUCK STORED ON THE PROJECT SITE SHALL BE PROTECTED BY A SECONDARYCONTAINMENT SYSTEM.·FUELING AREAS SHALL NOT BE WASHED OR RINSED WITH WATER SINCE THIS COULD CAUSE FUEL SPILLSTO BE DISCHARGED INTO STORM WATER SYSTEMS.·ABSORBENT MATERIALS SHALL BE AVAILABLE ON SITE FOR USE IN CLEANING UP SMALL SPILLS.·ALL REQUIRED FUEL CONTAINMENT AND CLEAN-UP MATERIALS AND THE PROPER DISPOSAL OF THEMATERIALS SHALL BE INCIDENTAL TO THE CONSTRUCTION CONTRACT.16.HAZARDOUS MATERIALS·HAZARDOUS MATERIALS SHALL BE PROPERLY STORED TO PREVENT VANDALISM OR UNAUTHORIZEDACCESS.·CONTAINMENT UNITS SHALL BE INSTALLED IN ACCORDANCE WITH FEDERAL, STATE, AND LOCALREGULATIONS.·MPCA STORING AND DISPOSAL REQUIREMENTS SHALL BE FOLLOWED FOR ALL HAZARDOUS WASTE.·NO HAZARDOUS MATERIAL SHOULD BE STORED WITHIN 200 FEET OF AN IDENTIFIED CRITICAL AREA.·ABSORBENT MATERIALS SHALL BE AVAILABLE FROM THE CONTRACTOR ON SITE FOR USE IN CLEANINGUP SMALL SPILLS.·IF BUILDING MATERIALS, CHEMICALS, OR GENERAL REFUSE IS BEING USED, STORED, DISPOSED OF, OROTHERWISE MANAGED INAPPROPRIATELY, THE CONTRACTOR SHALL CORRECT SUCH DEFECTS WITHIN24 HOURS OF DETECTION OR NOTIFICATION.·ALL REQUIRED CONTAINMENT / STORAGE UNITS / ABSORBENT MATERIAL AND REQUIRED DISPOSALSHALL BE INCIDENTAL TO THE CONSTRUCTION CONTRACT.17.CHEMICAL CONTAINMENT·GASOLINE, OIL, PAINT, SOLVENTS, AND OTHER CHEMICALS NECESSARY FOR CONSTRUCTION ARE NOTALLOWED TO CONTACT THE GROUND SURFACE, BE EXPOSED TO GROUNDWATER OR BE RELEASED TOA SURFACE OR GROUNDWATER EXCEPT IN DE MINIMIS QUANTITIES.·ALL PRODUCTS SHALL BE KEPT IN THEIR ORIGINAL CONTAINER, WITH ORIGINAL LABELS STILL ATTACHED,UNLESS THE CONTAINER IS NOT RESEALABLE.·HAZARDOUS MATERIALS SHALL BE RETURNED TO THE HAZARDOUS MATERIAL STORAGE AREA AT THEEND OF EACH DAY.·AN EFFORT SHOULD BE MADE TO STORE ONLY ENOUGH PRODUCTS TO DO THE REQUIRED JOB.·THE CONTRACTOR SHALL PROVIDE TANKS OR BARRELS TO COLLECT LIQUID BYPRODUCTS THAT POSE APOLLUTION HAZARD.·THE POLLUTANTS SHALL BE REMOVED FROM THE SITE ON A WEEKLY BASIS AND DISPOSED OF INACCORDANCE WITH FEDERAL, STATE AND LOCAL REGULATIONS.·ALL SPILLS SHALL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY, IN ACCORDANCE WITH THEMANUFACTURE'S RECOMMENDED METHODS.·ALL REQUIRED CONTAINMENT / STORAGE UNITS / ABSORBENT MATERIAL AND REQUIRED DISPOSALSHALL BE INCIDENTAL TO THE CONSTRUCTION CONTRACT·ALL STORAGE AREAS SHALL BE SECURED TO PREVENT UNAUTHORIZED ACCESS.18.SOLID WASTE·SOLID WASTE SHALL BE STORED IN APPROPRIATE CONTAINERS AND PROPERLY DISPOSED OF ON AREGULAR BASIS.·CONTAINERS SHALL BE COVERED TO PREVENT WIND BLOWING THE WASTE AROUND THE SITE.·MPCA DISPOSAL REQUIREMENTS WILL BE FOLLOWED FOR ALL SOLID WASTE.·SOLID WASTE STORAGE CONTAINERS AND PROPER DISPOSAL SHALL BE CONSIDERED INCIDENTAL TOTHE CONSTRUCTION CONTRACT.19.DUST CONTROL·THE CONTRACTOR SHALL USE A VARIETY OF DUST CONTROL INCLUDING BUT NOT LIMITED TO THEFOLLOWING:·RAPID STABILIZATION METHODS ON SLOPES·WATER ON ROADWAYS AND GRADED AREAS·ALTERNATIVES: IN THE FORM OF VEGETABLE POLYMERS, WATER AND CALCIUM CHLORIDE PETROLEUMEMULSION RESINS, OR ACRYLIC COPOLYMERS MAY ALSO BE USED.·ALL REQUIRED DUST CONTROL SHALL BE INCIDENTAL TO THE CONSTRUCTION CONTRACT AS PERSPECIFICATIONS.20.WINTER STABILIZATION·COVER EXPOSED SOILS ON OR AROUND NOV. 15TH AND/OR PRIOR TO TERMINATION OFCONSTRUCTION ACTIVITIES FOR WINTER·ALL EXPOSED SOILS TO BE COVERED WITH 2 TONS TYPE 1 MULCH·ALL EXPOSED SOILS TO BE SEEDED WITH MNDOT SEED MIX 150·ALL LOW POINTS IN ROADS TO BE ADEQUATELY DRAINED IN ACCORDANCE WITH NPDES DEWATERINGREQUIREMENTS PART IV. CONSTRUCTION ACTIVITY REQUIREMENTS. SECTION D. DEWATERING ANDBASIN DRAINING.·PERIMETER SILT FENCE OR OTHER CONTROLS TO BE INSTALLED 3-5 FEET FROM THE BACK OF THE CURBAND OUT OF THE PLOWED SNOW AREA.·PERIMETER CONTROLS AROUND PERMANENT STORMWATER BASINS TO BE INSTALLED AND MAINTAINED·INLET CONTROLS TO BE REMOVED ACCORDING TO LEGAL REQUIREMENTS WITH DOCUMENTATIONWITHIN 72 HOURS FROM LEGAL AUTHORITY.·IF WORK HAS OCCURRED NEAR OR IN STREAMS OR OTHER SURFACE WATERS, THE EXPOSED SOILSSHALL BE STABILIZED TO PROTECT AGAINST FLOODING AND SPRING RUNOFF TO THE 100-YR FLOODELEVATION.·ALL TEMPORARY AND PERMANENT STORMWATER BASINS AND SEDIMENT BASINS SHOULD HAVEOUTLETS AND STABILIZED EMERGENCY OVERFLOWS INSTALLED AS PER THE GRADING AND/OR UTILITYPLAN AND AT THE APPROVAL OF THE OWNER.21.NON-STORMWATER DEWATERING·HYDRANT FLUSHING: FLUSHING OF HYDRANTS WILL BE DISCHARGED·THROUGH TEMPORARY PIPES AS NECESSARY, ONTO IMPERVIOUS SURFACES OR TO STABILIZED ARESWITH ENERGY DISSIPATION AT THE DISCHARGE POINT. THE DISCHARGE SHOULD BE COLLECTED BY THESTORM WATER BASINS AND STORM SEWER SYSTEM.·POTABLE WATER DISCHARGE: ALL WATER LINES WILL BE FLUSHED USING HOSES AND DISCHARGEDONTO AN IMPERVIOUS SURFACE AND DIRECTED TO THE STORM SEWER INFRASTRUCTURE BYNON-EROSIVE MEANS.22.WORK NEAR OR IN IMPAIRED WATERS·EXPOSED SOILS MUST BE STABILIZED WITHIN 7 DAYS OF ACTIVITY TEMPORARILY OR PERMANENTLYCEASED.·TEMPORARY SEDIMENT BASIN NEEDED WITHIN AREAS 5 ACRE DISTURBANCE WITH COMMON POINT OFDISCHARGE.·IF WORK IS NEAR SPECIAL WATERS REFER TO APPENDIX A OF THE NPDES PERMIT FOR ADDITIONALNOTES AND REQUIREMENTS.·NO UNTREATED DEWATERING WILL TAKE PLACE AND DISCHARGE TO "IMPAIRED WATERS"·SEE PERMIT FOR ADDITIONAL NOTES AND REQUIREMENTS23.INFILTRATION/FILTRATION AREAS·FENCE OFF AREA PRIOR TO BEGINNING CONSTRUCTION.·EXCAVATION AREA SHALL TAKE PLACE AFTER CONTRIBUTING AREAS ARE AT FINAL GRADE ANDSTABILIZED.·DO NOT USE HEAVY/WHEELED EQUIPMENT IN FILTRATION AREA.·DIVERSIONS, REDUNDANT SEDIMENT AND EROSION CONTROLS MUST BE USED TO PROTECT AREA.·ENSURE 8 FT MAINTENANCE ACCESS IS ADEQUATE FOR AREA.·IF GRADING MUST OCCUR IN FILTRATION AREA, LEAVE GRADE 3 FT HIGH TEMPORARILY UNTIL AREA CANBE FINAL GRADED AND STABILIZED233 DescriptionRev.DateSANTA VERA APARTMENTS CHANHASSEN, MINNESOTA07.11.2025CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:25-100PMJM04/04/2025G:\Shared Drives\Active Projects\Chanhassen\Headwaters Dev - Santa Vera Apartments\CAD\Sheets\CIVIL DETAILS.dwgProject Title: HEADWATERS 6757 KARMEN AVENUE ALBERTVILLE, MN Client:Date: Lic. No.:1RPBCWD Rev-107.21.2025Sheet:XX.XX.XXN O T F O R C O N S T R U C T I O N I hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalEngineer under the laws of theState of Minnesota.53735Peter S Moreau, PE2RPBCWD Rev-207.29.2025C8.0CIVIL DETAILS -UTILITY DETAILS1C8.02C8.03C8.04C8.05C8.06C8.0234 DescriptionRev.DateSANTA VERA APARTMENTS CHANHASSEN, MINNESOTA07.11.2025CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:25-100PMJM04/04/2025G:\Shared Drives\Active Projects\Chanhassen\Headwaters Dev - Santa Vera Apartments\CAD\Sheets\CIVIL DETAILS.dwgProject Title: HEADWATERS 6757 KARMEN AVENUE ALBERTVILLE, MN Client:Date: Lic. No.:1RPBCWD Rev-107.21.2025Sheet:XX.XX.XXN O T F O R C O N S T R U C T I O N I hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalEngineer under the laws of theState of Minnesota.53735Peter S Moreau, PE2RPBCWD Rev-207.29.2025C8.1CIVIL DETAILS -STORM SEWERDETAILS1C8.12C8.13C8.14C8.125C8.1RETENTION BASIN CONSTRUCTION SEQUENCING1.Install appropriate temporary erosion control devices to preventsediment from leaving or entering the practice during construction.2.All down-gradient perimeter sediment control bmp's must be inplace before any up gradient land disturbing activity begins.3.Perform continuous inspections of erosion control practices,especially after each rainfall event.4.Install all utilities (water, sanitary sewer, electric, natural gas,phone, fiber optic, etc) prior to setting final grade of basin.5.Rough grade the site.6.Complete, stabilize, and vegetate all other site improvements.7.Construct and vegetate basin following stabilization of contributingdrainage area. Ensure that critical elevations, such as underdraininvert (if applicable), aquatic bench, and invert of overflow structure(if present) are correct.8.Remove temporary erosion control devices after the contributingdrainage area is adequately vegetated.DEAD POOL VOLUME (>1,800 C.F. PER TRIBUTARY AREA, 3' MIN. TO 10' MAX. DEPTH)12WATER QUALITY VOLUMENURP DESIGN LEVEL 3 (WQV > 1.5" x REGULATED IMPERVIOUS AREA)WATER QUALITY VOLUME (WQV) ELEVATIONTOTAL STORAGE VOLUME ELEVATION992.50990.40988.30987.00TOP OF BASIN BERM993.00EMERGENCY SPILLWAYWQV ELEV.NWLREUSE SHUTOFF ELEV.1.30'2.10'13.00'BOTTOM OF BASIN3COMPACTED SUBGRADE (SEE STORMWATER MANUAL FOR SUBGRADE PREPARATION)3RETENTION BASIN GENERAL NOTES1.In the event that sediment is introduced into the basin during orimmediately following excavation, this material shall be removedfrom the basin prior to continuing construction.2.Design is based on the WQV draining within 48 hours maximum.MAX. 3L:1H SLOPERETENTION BASIN WITH STORMWATER REUSENOT TO SCALE984.002.10'8' WIDE MINIMUMMAINTENANCEACCESS BENCHAQUATIC BENCH(WIDTH VARIES,SEE GRADING PLAN)MAX. 3L:1H SLOPEOUTLET CONTROL STRUCTURE (OCS-100)NOT TO SCALEHOT-DIPPED GALVANIZEDGRATE IN 2 SECTIONS WITHHEAVY DUTY HINGES(HAALA INDUSTRIES SKIMMERGRATE OR APPROVED EQUAL)MINIMUM SLAB THICKNESSOF 6" FOR STRUCTURES 14'OR LESS IN DEPTHPRECAST CONCRETEWEIR WALLINFLOWO U T F L O WLOW RIM ELEVATION: 992.50TOP OF WEIR WALL: 991.206" ORIFICE: 990.40OUTLET INV. ELEV.: 987.30INLET INV. ELEV.: 988.30(& 4" ORIFICE)SECTIONPRECAST CONCRETEOUTLET STRUCTUREWATERSTOP GROUT RINGOR WATERTIGHT BOOTREQUIRED AT ALL PIPECONNECTIONSPRECAST MANHOLESTEPS (NEENAHR-1981-N ORAPPROVED EQUAL),12" OR 16" ON CENTER235 DescriptionRev.DateSANTA VERA APARTMENTS CHANHASSEN, MINNESOTA07.11.2025CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:25-100PMJM04/04/2025G:\Shared Drives\Active Projects\Chanhassen\Headwaters Dev - Santa Vera Apartments\CAD\Sheets\CIVIL DETAILS.dwgProject Title: HEADWATERS 6757 KARMEN AVENUE ALBERTVILLE, MN Client:Date: Lic. No.:1RPBCWD Rev-107.21.2025Sheet:XX.XX.XXN O T F O R C O N S T R U C T I O N I hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalEngineer under the laws of theState of Minnesota.53735Peter S Moreau, PE2RPBCWD Rev-207.29.2025C8.2CIVIL DETAILS -STORM SEWERDETAILSREVE7001-110-042DWG NO.1 OF 1SHEET1:40SCALEDWG SIZEA3130 VERONA AVEBUFORD, GA 30518PHN (770) 932-2443FAX (770) 932-2490www.nyloplast-us.com8 IN - 36 IN TYPICAL INSTALLATION OPTIONSTITLEPROJECT NO./NAMEMATERIALDATEREVISED BY8-10-00DATEAWADRAWN BYTHIS PRINT DISCLOSES SUBJECT MATTER IN WHICHNYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPTOR POSSESSION OF THIS PRINT DOES NOT CONFER,TRANSFER, OR LICENSE THE USE OF THE DESIGN ORTECHNICAL INFORMATION SHOWN HEREINREPRODUCTION OF THIS PRINT OR ANY INFORMATIONCONTAINED HEREIN, OR MANUFACTURE OF ANYARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERSIS FORBIDDEN, EXCEPT BY SPECIFIC WRITTENPERMISSION FROM NYLOPLAST.11-2-18NMHDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLASTTSALPOLYNDUCTILEIRONTSALPOLYNDUCTILEIRON DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST WHEN ARE DRAIN BASINS USED?2808AG _ _ X2810AG _ _ X2812AG _ _ X2815AG _ _ X2818AG _ _ X2824AG _ _ X2830AG _ _ X2836AG _ _ XWHEN ARE INLINE DRAINS USED?2708AG _ _ X2710AG _ _ X2712AG _ _ X2715AG _ _ X2718AG _ _ X2724AG _ _ X2730AG _ _ XTYPICAL INSTALLATIONSTYPICAL INSTALLATION OF NYLOPLASTDRAIN BASIN AND INLINE DRAIN1: TO ENTER AN EXISTING LINE USING A TEE & RISER2: AT THE BEGINNING OF A DRAIN LINE USING AN ELBOW & RISERTEEELBOW12" DRAIN BASIN(2) INLET & OUTLETADAPTERS CAN BEPUT ON ANY ANGLE1: TO CHANGE ELEVATION2: TO CHANGE PIPE DIAMETER3: TO CHANGE PIPE TYPE4: FOR SHALLOWAPPLICATIONS5: TO CHANGE DIRECTIONA°RISERDRAIN BASININLINE DRAIN10" INLINE DRAIN10" INLINE DRAIN(3) VARIABLE ELEVATIONWATERTIGHT ADAPTERS AVAILABLEFOR MOST COMMON PLASTIC PIPING SYSTEMS8"6"CORRUGATEDHDPE PIPESMOOTH WALLPVC1 - STRUCTURES & ADAPTERS AVAILABLE IN SIZES 8" - 36"2 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°, TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-0123 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS SEE DRAWING NO. 7001-110-0654 - REDUCING CONES DOWN TO 30" DIAMETER WILL BE REQUIRED FOR 36" DRAIN BASINS.©2010 NYLOPLAST1C8.22C8.23C8.2REVF7001-110-111DWG NO.1 OF 1SHEET1:25SCALEDWG SIZEA3130 VERONA AVEBUFORD, GA 30518PHN (770) 932-2443FAX (770) 932-2490www.nyloplast-us.comDRAIN BASIN & INLINE DRAIN NON TRAFFIC INSTALLATIONTITLEPROJECT NO./NAMEMATERIALDATEREVISED BY9-30-99DATECJADRAWN BYTHIS PRINT DISCLOSES SUBJECT MATTER IN WHICHNYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPTOR POSSESSION OF THIS PRINT DOES NOT CONFER,TRANSFER, OR LICENSE THE USE OF THE DESIGN ORTECHNICAL INFORMATION SHOWN HEREINREPRODUCTION OF THIS PRINT OR ANY INFORMATIONCONTAINED HEREIN, OR MANUFACTURE OF ANYARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERSIS FORBIDDEN, EXCEPT BY SPECIFIC WRITTENPERMISSION FROM NYLOPLAST.03-11-16NMHDRAIN BASININLINE DRAINTHE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHERGRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I,CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321.BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BEPLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321.NON TRAFFIC INSTALLATIONTOP SOILGRATE/COVERTOP SOILGRATE/COVER©2011 NYLOPLAST4" MIN ON 8" - 24"6" MIN ON 30" & 36"THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHERGRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I,CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321.BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BEPLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321.REVD7003-110-057DWG NO.1 OF 1SHEET1:40SCALEDWG SIZEA3130 VERONA AVEBUFORD, GA 30518PHN (770) 932-2443FAX (770) 932-2490www.nyloplast-us.comINLINE DRAIN WITH DOME GRATEQUICK SPEC INSTALLATION DETAILTITLEPROJECT NO./NAMEMATERIALDATEREVISED BY03-25-10DATEEBCDRAWN BY03-15-16NMHMINIMUM PIPE BURIALDEPTH PER PIPEMANUFACTURERRECOMMENDATIONINVERT ACCORDING TOPLANS/TAKE OFFNYLOPLAST INLINE DRAIN WITH DOME GRATE8" - 30"1 - 8" - 30" DOME GRATES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05.2 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL), N-12 HP, & PVC SEWER (4" - 24").3 - 8" - 30" DOME GRATES HAVE NO LOAD RATING(3) VARIOUS TYPES OF INLET & OUTLET ADAPTERSAVAILABLE: 4" - 30" FOR CORRUGATED HDPE(ADS N-12/HANCOR DUAL WALL, ADS/HANCORSINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35),PVC DWV (EX: SCH 40), PVC C900/C905,CORRUGATED & RIBBED PVCWATERTIGHT JOINT(CORRUGATED HDPE SHOWN)THIS PRINT DISCLOSES SUBJECT MATTER IN WHICHNYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPTOR POSSESSION OF THIS PRINT DOES NOT CONFER,TRANSFER, OR LICENSE THE USE OF THE DESIGN ORTECHNICAL INFORMATION SHOWN HEREINREPRODUCTION OF THIS PRINT OR ANY INFORMATIONCONTAINED HEREIN, OR MANUFACTURE OF ANYARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERSIS FORBIDDEN, EXCEPT BY SPECIFIC WRITTENPERMISSION FROM NYLOPLAST.©2013 NYLOPLAST(1) INTEGRATED DUCTILE IRONGRATE TO MATCH BASIN O.D.THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHERGRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I,CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321.BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BEPLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321.236 DescriptionRev.DateSANTA VERA APARTMENTS CHANHASSEN, MINNESOTA07.11.2025CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:25-100PMJM04/04/2025G:\Shared Drives\Active Projects\Chanhassen\Headwaters Dev - Santa Vera Apartments\CAD\Sheets\CIVIL DETAILS.dwgProject Title: HEADWATERS 6757 KARMEN AVENUE ALBERTVILLE, MN Client:Date: Lic. No.:1RPBCWD Rev-107.21.2025Sheet:XX.XX.XXN O T F O R C O N S T R U C T I O N I hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalEngineer under the laws of theState of Minnesota.53735Peter S Moreau, PE2RPBCWD Rev-207.29.2025C8.3CIVIL DETAILS -SITE DETAILS1C8.32C8.33C8.34C8.35C8.36C8.37C8.38C8.3237 DescriptionRev.DateSANTA VERA APARTMENTS CHANHASSEN, MINNESOTA07.11.2025CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:25-100PMJM04/04/2025G:\Shared Drives\Active Projects\Chanhassen\Headwaters Dev - Santa Vera Apartments\CAD\Sheets\CIVIL DETAILS.dwgProject Title: HEADWATERS 6757 KARMEN AVENUE ALBERTVILLE, MN Client:Date: Lic. No.:1RPBCWD Rev-107.21.2025Sheet:XX.XX.XXN O T F O R C O N S T R U C T I O N I hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalEngineer under the laws of theState of Minnesota.53735Peter S Moreau, PE2RPBCWD Rev-207.29.2025C8.4CIVIL DETAILS -ADA DETAILS1C8.42C8.43C8.44C8.4238 DescriptionRev.DateSANTA VERA APARTMENTS CHANHASSEN, MINNESOTA07.11.2025CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:25-100PMJM04/04/2025G:\Shared Drives\Active Projects\Chanhassen\Headwaters Dev - Santa Vera Apartments\CAD\Sheets\CIVIL DETAILS.dwgProject Title: HEADWATERS 6757 KARMEN AVENUE ALBERTVILLE, MN Client:Date: Lic. No.:1RPBCWD Rev-107.21.2025Sheet:XX.XX.XXN O T F O R C O N S T R U C T I O N I hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalEngineer under the laws of theState of Minnesota.53735Peter S Moreau, PE2RPBCWD Rev-207.29.2025C8.5CIVIL DETAILS-ADA DETAILS-CONTINUED1C8.51C8.5239 606050 5050XXXXX XGMEMGMSIGN "STOP"SIGN "STOP"SIGN "NO PARKING"SARATOGA DRIVELAREDO DRIVE SANTAVERA DRIVEBITUMINOUS TRAIL BITUMINOUS TRAILBITUMINOUS PARKING LOTSIGN "15MPH"TTCHAIN LINKFENCECABXCABX10 1010101010101010 10 10 10 10101050 DELRIODRIVE50 CABXROCK MULCH (TYP.)ROCK MULCH (TYP.)ROCK MULCH (TYP.)ROCK MULCH (TYP.)WOOD MULCHCONCRETESTAIRSROCK MULCH (TYP.)ROCK MULCH (TYP.)GRAVEL LOTDrainage and Utility Easement perSARATOGA 3RD ADDITIONDrainage and Utility Easement perSARATOGA 3RD ADDITIONDrainage and Utility Easement perSARATOGA 3RD ADDITION#111-20" ash#113-10" spruce#114-28" maple#116-60" basswood, multi-stem#117-30" maple#1-boxelder, 3-stem(8,8,8)#2-13" boxelder#5-poplar, 2-stem(15,13)#3-boxelder, 3-stem(8,8,4)#6-poplar, 4-stem(20,20,20,10)#8-13" poplar#22-poplar, 2-stem(20,16)#23-poplar, 2-stem(24,12)#24-poplar, 2-stem(20,20)#25-poplar, 2-stem(10,6)#110-16" pine#109-30" maple#108-22" maple#107-26" maple#106-14" pine#4-boxelder, 4-stem(10,8,6,5)#12-10" boxelder#112-22 maple#105-22" pine#104-15" pine#102-14" pine#101-15" ash#100-14" ash#98-20" spruce#99-18" maple#103-16" pine#97-15" spruce#96-20" mapleHH#86-50" cottonwood#85-20" cottonwood#84-16" boxelder#83-14" boxelder#81-11" boxelder#82-20" crabapple#87-12" maple#88-ash, 2-stem(8,8)#89-22" maple#90 15" maple#91-16" maple#95-48" maple#94-18" maple#93-15" maple#92-15" maple#131-10" red cedar#133-12" cottonwood#132-10" red cedar#79-15" crabapple#80-12" crabapple#78-boxelder, 4-stem(8,8,6,6)#126-11" cottonwood#125-10" elm#124-10" red cedar#123-14" cottonwood#122-10 cottonwood#121-30" cottonwood#120-18" cottonwood#119-10" cottonwood#118-28" maple#26-poplar, 3-stem(20,14,14)#27-20" poplar#28-24" poplar#29-14" poplar#33-11" poplar#32-20" poplar#30-30" poplar#31-poplar, 2-stem(14,14)#7-18" poplar#9-boxelder, 2-stem(10,8)#10-poplar, 2-stem(42,13)#11-35' spruce#16-20" poplar#14-11" boxelder#13-60" cottonwood#15-11" boxelder#20-10" boxelder#19-26" poplar#18-24" poplar#17-24" poplar#37-10" boxelder#35-10" boxelder#36-10" boxelder#34-10" boxelder#48-10" boxelder#41-10" boxelder#21-boxelder, 3-stem(10,10,10)#38-10" boxelder#39-36" poplar#40-36" poplar#42-10" boxelder#43-14" boxelder#44-16" boxelder#51-11" boxelder#52-10" boxelder#53-12" boxelder#54-11" boxelder#55-10" ash#45-11" boxelder#47-14" boxelder#46-10" boxelder#49-11" boxelder#50-silver maple, 5-stem(12,12,9,6,4)#59-10" maple#60-silver maple, 4-stem(18,16,10,8)#70-26" silver maple#58-10 ash#56-10" ash#57-10" ash#61-basswood, 4-stem(8,8,6,4)#63-12" crabapple#62-10" boxelder#64-14" ash#65-10" ash#66-10" ash#67-12" ash#74-10" boxelder#73-14" boxelder#68-silver maple, 3-stem(8,5,4)#69-16" silver maple#71-15" maple#72-15" maple#75-12" elm#76-14" ashGM#127-12" cottonwood#128-cottonwood, 2-stem(10,8)#129-10" maple#130-15" cottonwood#77-15' red cedar8.00N16°56'27"EL=137.87meas.(137.88plat)R=474.00Δ=16°39'56"meas.(16°40'00"plat)N89°43'33"W 78.00N00°16'27"E 513.79N89°11'28"W 174.96N53°31'23"W 254.72N00°20'03"E 252.00 L=219.05R=171.00Δ=73°23'36"995 991991991992993994995996997991990 991 992 993 994 990 989 989 996 996994992995996994993WEST FFE: 1000.00EAST FFE: 996.00EGRESS WINDOWLOWEST OPENING: 994.60LODLODLODLODLOD LODLODL O D LODLODLOD LODLODLODLODLOD LODL O D LODLODLODLODLODLODLODLODLOD LOD LODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLOD LODLOD LODLODLO D L O D LODLODLODLODLODLOD LODLODL O D LOD LOD LO DLOD LODLODL O D LOD LOD LODLOD LOD LOD LODLODLOD LODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLOD LOD LOD LOD LOD LOD LOD LODLOD DescriptionRev.DateSANTA VERA APARTMENTS CHANHASSEN, MINNESOTA07.11.2025CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:25-100PMJM04/04/2025G:\Shared Drives\Active Projects\Chanhassen\Headwaters Dev - Santa Vera Apartments\CAD\Sheets\TREE PRESERVATION PLAN.dwgProject Title: HEADWATERS 6757 KARMEN AVENUE ALBERTVILLE, MN Client:Date: Lic. No.:I hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalLandscape Architect under thelaws of the State of Minnesota.1RPBCWD Rev-107.21.2025Sheet:XX.XX.XX53234Joshua J McKinney, PLAN O T F O R C O N S T R U C T I O N2RPBCWD Rev-207.29.2025L0.1TREE PRESERVATIONPLAN - TREEINVENTORYTREE IDENTIFICATIONSCALE IN FEET06030240 606050 5050XXXXX XGMEMGMSIGN "STOP"SIGN "STOP"SIGN "NO PARKING"SARATOGA DRIVELAREDO DRIVE SANTAVERA DRIVEPID: 257620010OWNER: CHANHASSEN CITYBITUMINOUS TRAIL BITUMINOUS TRAILBITUMINOUS PARKING LOTSIGN "15MPH"TTCHAIN LINKFENCECABXCABX10 1010101010101010 10 10 10 10101050 DELRIODRIVE50 CABXROCK MULCH (TYP.)ROCK MULCH (TYP.)ROCK MULCH (TYP.)ROCK MULCH (TYP.)WOOD MULCHCONCRETESTAIRSROCK MULCH (TYP.)ROCK MULCH (TYP.)GRAVEL LOTDrainage and Utility Easement perSARATOGA 3RD ADDITIONDrainage and Utility Easement perSARATOGA 3RD ADDITIONDrainage and Utility Easement perSARATOGA 3RD ADDITION#111-20" ash#113-10" spruce#114-28" maple#116-60" basswood, multi-stem#117-30" maple#1-boxelder, 3-stem(8,8,8)#2-13" boxelder#5-poplar, 2-stem(15,13)#3-boxelder, 3-stem(8,8,4)#6-poplar, 4-stem(20,20,20,10)#8-13" poplar#22-poplar, 2-stem(20,16)#23-poplar, 2-stem(24,12)#24-poplar, 2-stem(20,20)#25-poplar, 2-stem(10,6)#110-16" pine#109-30" maple#108-22" maple#107-26" maple#106-14" pine#4-boxelder, 4-stem(10,8,6,5)#12-10" boxelder#112-22 maple#105-22" pine#104-15" pine#102-14" pine#101-15" ash#100-14" ash#98-20" spruce#99-18" maple#103-16" pine#97-15" spruce#96-20" mapleHH#86-50" cottonwood#85-20" cottonwood#84-16" boxelder#83-14" boxelder#81-11" boxelder#82-20" crabapple#87-12" maple#88-ash, 2-stem(8,8)#89-22" maple#90 15" maple#91-16" maple#95-48" maple#94-18" maple#93-15" maple#92-15" maple#131-10" red cedar#133-12" cottonwood#132-10" red cedar#79-15" crabapple#80-12" crabapple#78-boxelder, 4-stem(8,8,6,6)#126-11" cottonwood#125-10" elm#124-10" red cedar#123-14" cottonwood#122-10 cottonwood#121-30" cottonwood#120-18" cottonwood#119-10" cottonwood#118-28" maple#26-poplar, 3-stem(20,14,14)#27-20" poplar#28-24" poplar#29-14" poplar#33-11" poplar#32-20" poplar#30-30" poplar#31-poplar, 2-stem(14,14)#7-18" poplar#9-boxelder, 2-stem(10,8)#10-poplar, 2-stem(42,13)#11-35' spruce#16-20" poplar#14-11" boxelder#13-60" cottonwood#15-11" boxelder#20-10" boxelder#19-26" poplar#18-24" poplar#17-24" poplar#37-10" boxelder#35-10" boxelder#36-10" boxelder#34-10" boxelder#48-10" boxelder#41-10" boxelder#21-boxelder, 3-stem(10,10,10)#38-10" boxelder#39-36" poplar#40-36" poplar#42-10" boxelder#43-14" boxelder#44-16" boxelder#51-11" boxelder#52-10" boxelder#53-12" boxelder#54-11" boxelder#55-10" ash#45-11" boxelder#47-14" boxelder#46-10" boxelder#49-11" boxelder#50-silver maple, 5-stem(12,12,9,6,4)#59-10" maple#60-silver maple, 4-stem(18,16,10,8)#70-26" silver maple#58-10 ash#56-10" ash#57-10" ash#61-basswood, 4-stem(8,8,6,4)#63-12" crabapple#62-10" boxelder#64-14" ash#65-10" ash#66-10" ash#67-12" ash#74-10" boxelder#73-14" boxelder#68-silver maple, 3-stem(8,5,4)#69-16" silver maple#71-15" maple#72-15" maple#75-12" elm#76-14" ashGM#127-12" cottonwood#128-cottonwood, 2-stem(10,8)#129-10" maple#130-15" cottonwood#77-15' red cedar8.00N16°56'27"EL=137.87meas.(137.88plat)R=474.00Δ=16°39'56"meas.(16°40'00"plat)N89°43'33"W 78.00N00°16'27"E 513.79N89°11'28"W 174.96N53°31'23"W 254.72N00°20'03"E 252.00 L=219.05R=171.00Δ=73°23'36"WEST FFE: 1000.00EAST FFE: 996.00EGRESS WINDOWLOWEST OPENING: 994.60HYD D2 STORYMULTIFAMILY12 UNITSFFE: 995.00GFE: 994.832 STORYMULTIFAMILY16 UNITSFFE: 996.00GFE: 995.83HYD DDSTORMWATER RETENTION(NURP) BASINS±44,590 C.F. COMBINEDTOTAL LIVE STORAGE±8,590 C.F. COMBINEDTOTAL DEAD STORAGETOP BERM: 993.00E.O. SPILLWAY: 992.50HWL: 992.06WQVE: 990.40NWL: 988.30RE-USE SHUTOFF: 987.00BOTTOM: 984.00DLODLODLODLODLOD LODLODL O D LODLODLOD LODLODLODLODLOD LODL O D LODLODLODLODLODLODLODLODLOD LOD LODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLOD LODLOD LODLODLO D L O D LODLODLODLODLODLOD LODLODL O D LOD LOD LO DLOD LODLODL O D LOD LOD LODLOD LOD LOD LODLODLOD LODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLOD LOD LOD LOD LOD LOD LOD LODLOD DescriptionRev.DateSANTA VERA APARTMENTS CHANHASSEN, MINNESOTA07.11.2025CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:25-100PMJM04/04/2025G:\Shared Drives\Active Projects\Chanhassen\Headwaters Dev - Santa Vera Apartments\CAD\Sheets\TREE PRESERVATION PLAN.dwgProject Title: HEADWATERS 6757 KARMEN AVENUE ALBERTVILLE, MN Client:Date: Lic. No.:I hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalLandscape Architect under thelaws of the State of Minnesota.1RPBCWD Rev-107.21.2025Sheet:XX.XX.XX53234Joshua J McKinney, PLAN O T F O R C O N S T R U C T I O N2RPBCWD Rev-207.29.2025L0.2TREE PRESERVATIONPLANLEGENDTREE PROTECTION FENCE DETAILSCALE IN FEET06030TREE PRESERVATION CALCULATIONSSITE AREA:3.85 ACEXISTING SITE TREE COVERAGE AREA1.22 ACEXISTING SITE TREE COVERAGE PERCENTAGE31.6%BASE LINE TREE COVERAGE (PER TABLE 18-61-2b)20%TREE CANOPY ACREAGE TO REMAIN.44 ACTREE CANOPY PERCENTAGE TO REMAIN11.43%TOTAL TREES REQUIRED TO MITIGATE FOR TREE LOSS:20% x 3.85 ACRES = .77 ACRES.77 ACRES - .44 ACRES = .33 ACRES (14,375 SF)14,375 x 2 / 1,089 = 26.427 TREES REQUIRED FOR MITIGATIONMAINTAIN EXISTINGGRADE WITH THE TREEPROTECTION FENCEUNLESS OTHERWISEINDICATED ON THEPLANS.2" X 6' STEEL POSTSOR APPROVED EQUAL.5" THICKLAYER OF MULCH.NOTES:1- LOCATE FENCING PER TREEPROTECTION & EROSION CONTROLPLANS.2- NO PRUNING SHALL BE PERFORMEDEXCEPT BY APPROVED ARBORIST.3- NO EQUIPMENT SHALL OPERATEINSIDE THEPROTECTIVE FENCING INCLUDINGDURING FENCEINSTALLATION AND REMOVAL.SECTION VIEWKEEP OUTTREEPROTECTIONAREATREE PROTECTIONFENCE: 48" HIGH DENSITYPOLYETHYLENE FENCINGWITH 3.5" X 1.5"OPENINGS; COLOR-ORANGE. STEEL POSTSINSTALLED AT 8' O.C.TREE PROTECTION FENCE/ LIMITS OF DISTURBANCETREES TO BE REMOVEDLODEXISTING TREE CANOPYTREE CANOPY TO REMAINTREE CANOPY TO BE REMOVED241 UEUEUEUEUEUEUEUEUEUEUEUEUE UE UE UEUE UE UE UE UEUEUEUE UE UE UE UE U E UEGGGGGG G G G GGGG GGGGGGGGG GGGGGGGGXXXXXXGMEMGMSIGN "STOP"SIGN "STOP"SIGN "NO PARKING"SARATOGA DRIVELAREDO DRIVE SANTAVERA DRIVEPID: 257620010OWNER: CHANHASSEN CITYBITUMINOUS TRAIL BITUMINOUS TRAILBITUMINOUS PARKING LOTSIGN "15MPH"TTCHAIN LINKFENCECABXCABX10 10101010101010101010 10 101010DELRIODRIVECABXROCK MULCH (TYP.)ROCK MULCH (TYP.)ROCK MULCH (TYP.)ROCK MULCH (TYP.)WOOD MULCHCONCRETESTAIRSROCK MULCH (TYP.)ROCK MULCH (TYP.)GRAVEL LOTDrainage and Utility Easement perSARATOGA 3RD ADDITIONDrainage and Utility Easement perSARATOGA 3RD ADDITIONDrainage and Utility Easement perSARATOGA 3RD ADDITION#111-20" ash#113-10" spruce#114-28" maple#116-60" basswood, multi-stem#117-30" maple#110-16" pine#109-30" maple#108-22" maple#107-26" maple#106-14" pine#112-22 maple#105-22" pine#104-15" pine#102-14" pine#101-15" ash#100-14" ash#98-20" spruce#99-18" maple#103-16" pine#97-15" spruce#96-20" mapleHH#86-50" cottonwood#85-20" cottonwood#84-16" boxelder#83-14" boxelder#87-12" maple#88-ash, 2-stem(8,8)#89-22" maple#90 15" maple#91-16" maple#95-48" maple#92-15" maple#126-11" cottonwood#118-28" maple#7-18" poplar#14-11" boxelder#13-60" cottonwood#15-11" boxelder#20-10" boxelder#41-10" boxelder#21-boxelder, 3-stem(10,10,10)#38-10" boxelder#42-10" boxelder#43-14" boxelder#44-16" boxelder#51-11" boxelder#52-10" boxelder#53-12" boxelder#54-11" boxelder#56-10" ash#57-10" ash#61-basswood, 4-stem(8,8,6,4)#63-12" crabapple#62-10" boxelder#64-14" ash#65-10" ash#66-10" ash#67-12" ash#74-10" boxelder#73-14" boxelder#68-silver maple, 3-stem(8,5,4)#71-15" maple#72-15" mapleGM#127-12" cottonwood#128-cottonwood, 2-stem(10,8)#129-10" maple8.00N16°56'27"EL=137.87meas.(137.88plat)R=474.00Δ=16°39'56"meas.(16°40'00"plat)N89°43'33"W 78.00N00°16'27"E 513.79N89°11'28"W 174.96N53°31'23"W 254.72N00°20'03"E 252.00 L=219.05R=171.00Δ=73°23'36"WEST FFE: 1000.00EAST FFE: 996.00EGRESS WINDOWLOWEST OPENING: 994.60HYD D2 STORYMULTIFAMILY12 UNITSFFE: 995.00GFE: 994.832 STORYMULTIFAMILY16 UNITSFFE: 996.00GFE: 995.83HYD DDD4" EDGING(TYP.)4" EDGING(TYP.)1AF6SX224SX4QB1GT1WP6UA1PT23PT21GT3WP1GT5PT216HX85DL3HP17DL8HP32DL13HX814NX6HP1AC1AF6SX210NX5CX18NX8HP1AC1GT14NX6HP1AC14NX6HP1AC5CX8NX5HP7SX5SX22BP29SX245CX35SX15NX7HP5SX214NX6HP1AC10HX88HP26DL5DL15HX83PA24" EDGING(TYP.)CONCRETESTAIRS5AF3GTDescriptionRev.DateSANTA VERA APARTMENTS CHANHASSEN, MINNESOTA07.11.2025CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:25-100PMJM04/04/2025G:\Shared Drives\Active Projects\Chanhassen\Headwaters Dev - Santa Vera Apartments\CAD\Sheets\LANDSCAPE PLAN.dwgProject Title: HEADWATERS 6757 KARMEN AVENUE ALBERTVILLE, MN Client:Date: Lic. No.:I hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalLandscape Architect under thelaws of the State of Minnesota.1RPBCWD Rev-107.21.2025Sheet:XX.XX.XX53234Joshua J McKinney, PLAN O T F O R C O N S T R U C T I O N2RPBCWD Rev-207.29.2025L1.0LANDSCAPE PLANLANDSCAPE NOTES1.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIESAS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND LIMITEDMEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION SHALL NOT BE RELIED ON AS BEING EXACT ORCOMPLETE. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THEOWNER OR ENGINEER OF DISCREPANCIES.2.ALL SANITARY SEWER, STORM SEWER AND WATER MAIN MATERIAL AND INSTALLATIONS SHALL BE PER CITYREQUIREMENTS, MINNESOTA PLUMBING CODE, AND IN ACCORDANCE WITH THE CURRENT EDITION OF"STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION AND SANITARY SEWER ANDSTORM SEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA.3.PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN THE NECESSARY FEDERAL, STATE AND LOCALPERMITS FOR THE PROPOSED WORK OR VERIFY WITH THE OWNER OR ENGINEER THAT PERMITS HAVE BEENOBTAINED. PERMIT FEES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR UNLESS OTHERWISESCALE IN FEET06030LANDSCAPE REQUIREMENTSTREES PLANTEDOVERSTORY TREESCONIFEROUS TREESORNAMENTAL TREESTOTAL TREESPARKING LOT PLANTINGAREA REQUIREMENTREQUIREDPROPOSED27357547LANDSCAPING REQUIRED:·27 TREES ARE REQUIRED FOR MITIGATION- SEE L0.1·LANDSCAPING MUSE MEET 1% OF PROJECT BUDGET (Sec. 20-1179)·8% MINIMUM PARKING LOT LANDSCAPE AREA (20-1181)8%15.88%SYMBOLCODECOMMON / BOTANICAL NAMESIZETYPEQTYTREESUAAMERICAN ELM / ULMUS AMERICANA `PRINCETON`B & B2.5"CAL6PT2QUAKING ASPEN / POPULUS TREMULOIDESB & B2.5"CAL9AFSIENNA GLEN MAPLE / ACER FREEMANII `SIENNA GLEN`B & B2.5"CAL7GTSKYLINE HONEY LOCUST / GLEDITSIA TRIACANTHOS `SKYLINE`B & B2.5"CAL7QBSWAMP WHITE OAK / QUERCUS BICOLORB & B2.5"CAL4BP2WHITESPIRE BIRCH / BETULA PAPYRIFERA `WHITESPIRE`B & B2.5"CAL2CONIFERSPA2NORWAY SPRUCE / PICEA ABIESB & B3WPWHITE PINE / PINUS STROBUSB & B4ORN. TREESACAUTUMN BRILLIANCE SERVICEBERRY / AMELANCHIER CANADENSIS `AUTUMN BRILLIANCE`B & B2"CAL5CODECOMMON / BOTANICAL NAMESIZETYPEQTYSHRUBSDLDWARF BUSH HONEYSUCKLE / DIERVILLA LONICERA5 GAL85SX2LILAC / SYRINGA X `BLOOMERANG`5 GAL31HPLITTLE LIME HYDRANGEA / HYDRANGEA PANICULATA `JANE`5 GAL63GRASSESCXFEATHER REED GRASS / CALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER`1 GAL55PERENNIALSSXAUTUMN FIRE SEDUM / SEDUM X `AUTUMN FIRE`1 GAL66HX8PLANTAIN LILY / HOSTA X `SUM AND SUBSTANCE`1 GAL54NXWALKERS LOW CATMINT / NEPETA X FAASSENII `WALKERS LOW`1 GAL107SYMBOLCODECOMMON / BOTANICAL NAMEQTYGROUND COVERSMS8FORMERLY MNDOT SEED MIX 33-261 / MNDOT SEED MIX WET DITCH8,868 SFTSSOD / TURF SOD HIGHLAND SOD36,830 SFPLANT SCHEDULE242 REPORT www.transportationcollaborative.com To: Josh McKinney, PLA, Principal Measure Group From: Matt Pacyna, PE, Principal Transportation Collaborative & Consultants, LLC Date: July 18, 2025 Subject: Santa Vera Residential Development Traffic Study; Chanhassen, MN INTRODUCTION TC2 completed a traffic study for the proposed Santa Vera residential development in the City of Chanhassen. The subject site, shown in Figure 1, is generally bound by City Center Park to the west, Saratoga Drive to the north, Laredo Drive to the east, and Chanhassen Elementary School to the south. The project is a 28-unit apartment / townhome development, which is immediately south of an existing 18-unit apartment complex. The main objectives of the study are to quantify existing traffic operations within the study area, evaluate potential impacts of the proposed development, and recommend improvements, if necessary, to ensure safe and efficient operations for all users. The following study assumptions, methodology, and findings are offered for consideration. Figure 1 Subject Site Subject Site Laredo Dr Kerber Blvd Del Rio Dr 78th St Powers Blvd (CR 17) 76th St Market Blvd 243 Santa Vera Residential Development Traffic Study July 18, 2025 Page 2 EXISTING CONDITIONS Existing conditions were reviewed within the study area to establish current traffic conditions to help determine impacts associated with the proposed development. The evaluation of existing conditions included collecting traffic volumes, observing transportation characteristics, reviewing crash history, and analyzing intersection capacity, which are described in the following sections. Traffic Volumes Vehicular intersection turning movement and pedestrian / bicyclist counts were collected on Wednesday March 26, 2025. The counts were generally collected from 7 to 9 a.m. and 4 to 6 p.m. with 13-hour counts (i.e., 6 a.m. to 7 p.m.) at the Kerber Boulevard / Santa Vera Drive and Laredo Drive / Saratoga Drive intersections. • Kerber Boulevard and Santa Vera Drive • Santa Vera Drive / Saratoga Circle and Saratoga Drive • Laredo Drive and Saratoga Drive • Laredo Drive and Del Rio Drive To illustrate how traffic volumes at study area intersections vary throughout the day, the traffic volume profiles by time-of-day are illustrated in Figure 2. Note that the adjacent Chanhassen Elementary School starts at 7:45 a.m. and ends at 2:15 p.m. Figure 2 Intersection Volume by Time of Day Transportation Characteristics Observations were conducted within the study area to identify various transportation characteristics such as roadway geometry, traffic controls, speed limits, and multimodal facilities. A general overview of key roadways within the study area is as follows: • Kerber Boulevard – a 2-lane undivided major collector roadway with multimodal facilities along both sides of the roadway. The speed limit is 40-mph with a 20-mph school zone speed limit near the elementary school. • Laredo Drive – a 2-lane undivided local roadway with a sidewalk along the west side of the roadway; the speed limit is 30-mph with a 15-mph school zone speed limit near the elementary school. All other study area roadways are 2-lane local roadways with limited multimodal facilities and a 30-mph speed limit. Each study intersection has side-street stop control. Existing geometrics, traffic controls, and volumes within the study area are shown in Figure 3. 0 50 100 150 Intersection VolumeKerber Blvd / Santa Vera Dr Laredo Dr / Saratoga Dr 244 550 550 700 650 1 5 0 300800303,7504, 0 0 0 1,300Figure 3Existing Conditions Santa Vera Residential Development Traffic Study Legend AM Peak Hour VolumePM Peak Hour VolumeEstimated ADT VolumeStop Sign XXX(XXX)X,XXX NKerber BlvdSanta V e r a D r Saratoga DrLaredo DrDel Rio Dr 0 (0)0 (0)0 (0) 0 (2)0 (0)16 (12)0 (0)20 (63)2 (9)0 (0)63 (42)1 (2)11 (16)149 (132)5 (3)9 (13)42 (200)4 (21)3 (3)9 (11)12 (13)8 (12)20 (5)12 (11)0 ( 0 ) 2 ( 1 ) 25 (28)1 (3) 24 (26)0 (0)0 ( 0 ) 8 ( 2 ) 4 ( 2 ) 0 ( 0 ) 3 ( 5 ) 17 ( 2 4 )1 (2)1 (1)23 (25)0 (0)3 (0)0 (1) 1 (10)30 (18)8 (19)11 (43) 12 (10)31 (24) 0 (0)3 (2)1 (3)19 (62) 0 (0)61 (42) 1,100245 Santa Vera Residential Development Traffic Study July 18, 2025 Page 4 Crash History Five (5) years of crash history were reviewed from 2020 through 2024 using MnDOT’s Crash Mapping Analysis Tool (MnCMAT), which identified two (2) intersection-related crashes within the study area. One (1) crash occurred at the Santa Vera Dr / Chippewa Trail intersection and one (1) at the Laredo Drive / 76th Street intersection. Neither crash resulted in a serious injury. Thus, there does not appear to be any existing safety issues in the study area from a crash frequency or severity perspective. Intersection Capacity Intersection capacity was evaluated using Synchro / SimTraffic Software (version 11), which uses methods outlined in the Highway Capacity Manual, 6th Edition. The software is used to develop calibrated models that simulate observed traffic operations, account for peaking characteristics, and identify key metrics such as intersection Level of Service (LOS) and queues. These models incorporate collected traffic, pedestrian, and bicyclist volumes, traffic controls, heavy commercial vehicle activity (i.e., buses and trucks), and driver behavior factors. Level of Service (LOS) quantifies how an intersection is operating. Intersections are graded from LOS A to LOS F, which corresponds to the average delay per vehicle values shown. An overall intersection LOS A though LOS D is generally considered acceptable in the study area. LOS A indicates the best traffic operation, while LOS F indicates an intersection where demand exceeds capacity. For side-street stop-controlled intersections, special emphasis is given to providing an estimate for the level of service of the side-street approach. Traffic operations at an unsignalized intersection with side- street stop control can be described in two ways. First, consideration is given to the overall intersection level of service, which accounts for the total number of vehicles entering the intersection and the capability of the intersection to support the volumes. Second, it is important to consider the delay on the minor approach. Since the mainline does not have to stop, most delay is attributed to the side-street approaches. It is typical of intersections with higher mainline traffic volumes to experience high-levels of delay (i.e., poor levels of service) on the side-street approaches, but an acceptable overall intersection level of service during peak hour conditions. Results of the existing intersection capacity analysis, shown in Table 1, indicate that all study intersections and approaches operate at an acceptable LOS B or better during the typical weekday a.m. and p.m. peak hours. In addition, peak queues at the study intersections range from about one (1) to two (2) vehicles. Note that there is increased activity for a short-duration (i.e., approximately 15 minutes) near the start / end times associated with the adjacent Chanhassen Elementary School. However, this increased activity does not significantly impact the study intersections or their operations. Thus, there are no significant existing operational issues from an intersection capacity perspective. Level of Service Average Delay / Vehicles Stop, Yield, and Roundabout Intersections Signalized Intersections A < 10 seconds < 10 seconds B 10 to 15 seconds 10 to 20 seconds C 15 to 25 seconds 20 to 35 seconds D 25 to 35 seconds 35 to 55 seconds E 35 to 50 seconds 55 to 80 seconds F > 50 seconds > 80 seconds 246 Santa Vera Residential Development Traffic Study July 18, 2025 Page 5 Table 1 Existing Intersection Capacity Study Intersection Traffic Control Level of Service (Delay) AM Peak Hour PM Peak Hour Kerber Boulevard and Santa Vera Drive SSS A / B (12) A / B (12) Santa Vera Drive and West Site Access SSS A / A (9) A / A (9) Santa Vera Drive / Saratoga Circle and Saratoga Drive SSS A / B (10) A / A (9) Laredo Drive and Saratoga Drive SSS A / A (9) A / A (9) Laredo Drive and East Site Access SSS A / A (9) A / A (9) Laredo Drive and Del Rio Drive SSS A / B (10) A / A (9) SSS – Side-Street-Stop PROPOSED DEVELOPMENT The project site is generally bound by City Center Park to the west, Saratoga Drive to the north, Laredo Drive to the east, and Chanhassen Elementary School to the south. The proposed development is a 28-unit apartment / townhome development, which is immediately south of an existing 18-unit apartment complex. If approved, the site would have a total of 46 units (18-existing, 28-proposesd). For study purposes, the project was assumed to be open to residents in the year 2027. Access to the proposed development is planned via the existing driveways along Santa Vera Drive and Laredo Drive to the apartments, as well as one (1) new access to Laredo Drive across from Del Rio Drive. Six (6) of the new units would utilize the existing apartment driveways, while the other 22-units would utilize the new driveway across from Del Rio Drive. Sidewalk connections are planned to the existing City Center Park trail to the west, as well as the sidewalk along the west side of Laredo Drive. 247 Santa Vera Residential Development Traffic Study July 18, 2025 Page 6 TRAFFIC FORECASTS Traffic forecasts were developed for year 2028 build conditions, which represents one-year after opening. The traffic forecasts account for general background growth and trip generation from the proposed development. The following information summarizes the traffic forecast development process. Background Growth To account for general background growth in the study area, an annual growth rate of one (1) percent was applied to the existing traffic volumes to develop year 2028 background traffic forecasts. Note that historical ADT volumes within the study area have been steady or decreasing over the last 10+ years. Therefore, the assumed growth rate provides a relatively conservative estimate for analysis purposes. Development Trip Generation A trip generation estimate for the proposed development was created using the ITE Trip Generation Manual, 11th Edition, which includes trips for typical weekday a.m. and p.m. peak hours, as well as daily. The proposed development, shown in Table 2, is estimated to generate 32 a.m. peak hour (8 in / 24 out), 33 p.m. peak hour (21 in / 12 out), and 256 daily (128 in / 128 out) trips. No modal reductions were applied to provide a more conservative estimate. Note that the average trip rates for a low-rise multi-family residential unit represent 0.4 trips / unit during the a.m. peak hour, 0.51 trips / unit during the p.m. peak hour, and 6.74 trips / unit per day. Table 2 Trip Generation Summary Land Use Type (ITE Code) Size AM Peak Hour PM Peak Hour Daily In Out In Out Existing Apartments (220) 18 units 2 5 6 3 122 Proposed: Multifamily Housing: Low-Rise (220) * 28 units 8 24 21 12 256 Total Site Trips 77 units 10 29 27 15 378 * Based on ITE fitted curve calculation. Site generated trips for the proposed development were distributed throughout the study area using the directional distribution shown in Figure 4, which is based on a combination of existing area travel patterns, the planned driveways, and engineering judgment. Figure 4 also shows the proposed development site trips at the study intersections. The resultant year 2028 build condition traffic forecasts are illustrated in Figure 5. YEAR 2028 BUILD CONDITIONS To understand impacts associated with the proposed development, a future intersection capacity analysis was completed for year 2028 build conditions. Results of the year 2028 build capacity analysis shown in Table 3 indicate that that all study intersections and approaches will continue to operate at an acceptable LOS B or better during the typical weekday a.m. and p.m. peak hours. Minimal change to intersection delays and queues are expected, which is a result of the relatively low trip generation of the proposed development and the reserve capacity within the adjacent roadway network. No operational issues are expected as a result of the proposed development from an intersection capacity perspective. 248 Figure 4Site Generated Trips Santa Vera Residential Development Traffic Study +15060% +105 +25+40+4 01 (3)0 (0)0 (0)1 (3)0 (0)0 (0)0 (0)1 (2)0 (0)3 (2)3 (1)3 (2)15% 10% 15% Legend AM Peak Hour Site TripsPM Peak Hour Site TripsADT Site TripsStop SignDirectional Distribution XXX(XXX)+XXX N 0 ( 0 ) 2 ( 2 ) 2 (6)1 (2) 7 (3)0 (0)0 ( 0 ) 0 ( 0 ) 0 ( 0 ) 0 ( 0 ) 0 ( 0 ) 7 ( 3 )0 (0)0 (0)2 (6)0 (0)0 (0)0 (0) 0 (0)2 (6)7 (3)0 (0) 0 (0)0 (0) 0 (0)3 (1)1 (3)7 (3) 0 (0)2 (9) 7 (3)0 (0)12 (6) 0 (0)0 (0)0 (0)4 (10)1 (3)0 (0)2 (6)3 (1)0 (0)249 670 650 825 695 1 5 5 310825303,9004, 1 5 0 1,500Figure 5Year 2028 Build Conditions Santa Vera Residential Development Traffic Study Legend AM Peak Hour VolumePM Peak Hour VolumeEstimated ADT VolumeStop Sign XXX(XXX)X,XXX NKerber BlvdSanta V e r a D r Saratoga DrLaredo DrDel Rio Dr12 (20)154 (136)5 (3)11 (16)43 (206)4 (22)3 (3)10 (13)12 (13)11 (14)24 (6)15 (14)0 ( 0 ) 4 ( 3 ) 28 (35)2 (5) 32 (30)0 (0)0 ( 0 ) 8 ( 2 ) 4 ( 2 ) 0 ( 0 ) 3 ( 5 ) 25 ( 2 8 )1 (2)1 (1)26 (32)0 (0)3 (0)0 (1) 1 (10)33 (25)16 (23)11 (44) 12 (10)32 (24) 0 (0)6 (3)2 (6)27 (67) 0 (0)65 (49) 1,2507 (3)0 (0)12 (6) 0 (2)0 (0)16 (12)4 (10)22 (68)2 (9)2 (6)68 (44)1 (2)250 Santa Vera Residential Development Traffic Study July 18, 2025 Page 9 Table 3 Existing Intersection Capacity Study Intersection Traffic Control Level of Service (Delay) AM Peak Hour PM Peak Hour Kerber Boulevard and Santa Vera Drive SSS A / B (11) A / B (12) Santa Vera Drive and West Site Access SSS A / B (10) A / A (9) Santa Vera Drive / Saratoga Circle and Saratoga Drive SSS A / B (10) A / B (10) Laredo Drive and Saratoga Drive SSS A / A (9) A / A (9) Laredo Drive and East Site Access (N) SSS A / A (9) A / A (9) Laredo Drive and Del Rio Drive / East Site Access (S) SSS A / B (11) A / B (10) SSS – Side-Street-Stop SITE PLAN CONSIDERATIONS A review of the proposed site plan does not indicate any major issues. However, the following items are offered for further consideration between the City and / or project team. • Locate signage and landscaping to avoid creating any sight distance issues. • Review truck maneuverability to limit potential internal circulation conflicts. • Install appropriate internal traffic controls (i.e., stop signs, etc.) per coordination with City staff. CONCLUSIONS Based on the findings of the study, the following conclusions are offered for consideration. 1) There are no existing intersection crash frequency or severity issues within the study area. 2) All study intersections and approaches operate at an acceptable LOS B or better during the typical weekday a.m. and p.m. peak hours. 3) The project is a 28-unit apartment / townhome residential development, which is immediately south of the existing 18-unit apartment complex. 4) Traffic forecasts were developed for year 2028 build conditions, which includes a one (1) percent annual background growth rate and trip generation from the proposed development; the proposed development is estimated to generate 32 a.m. peak hour (8 in / 24 out), 33 p.m. peak hour (21 in / 12 out), and 256 daily (128 in / 128 out) trips. 5) Results of the year 2028 build capacity analysis indicate that all study intersections and approaches are expected to continue to operate at an acceptable LOS B or better during the typical weekday a.m. and p.m. peak hours; no operational issues are expected because of the proposed development from an intersection capacity perspective. 6) No significant site plan related issues were identified, although the items noted above are offered for further consideration by the City and / or project team. 251 EM CS SARATOGA DRIVE LAREDO DRIVESANTA V E R A DRIVECHAIN LINK FENCE T T CABX CABX CABX HYDHYD N PROPOSED 12-UNIT BUILDING PROPOSED 16-UNIT BUILDING EXISTING BUILDING EXISTING GARAGES 3 2 '-8 " 60'-3" 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 22 3 4 4 S E TB A C K20'-0"SETBACK 20'-0" 1 BUILDING ENTRANCE 2 GARAGE ENTRANCE 3 DOG RUN 4 STORMWATER RETENTION SITE PLAN KEY kaas wilson architects Chanhassen Santa VeraSite Plan SD_100 07/10/2025 21036 1/64" = 1'-0"1 Site Plan 252 Level 1 100'-0" Level 2 110'-7 7/8" Truss Brg. 119'-9" 4.17.37.7 7.37.8 4.1 7.3 7.7 7.3 7.8 High Truss Brg. 130'-4 7/8" 7.67.3 7.7 7.37.7 Level 1 100'-0" Level 2 110'-7 7/8" Truss Brg. 119'-9" 7.6 26.1 7.3 7.7 6.17.6 7.3 7.76.1 7.6 High Truss Brg. 130'-4 7/8" 7.6 Level 1 100'-0" Level 2 110'-7 7/8" Truss Brg. 119'-9" 7.37.7 7.6 6.1 26.17.64.1 7.3 7.77.66.1 High Truss Brg. 130'-4 7/8" 7.3 7.6 7.3 Level 1 100'-0" Level 2 110'-7 7/8" Truss Brg. 119'-9" 7.6 4.1 7.3 7.7 7.3 7.37.7 7.3 7.87.8 4.1 High Truss Brg. 130'-4 7/8" 7.3 7.7 7.37.7 Level 1 to Mid-Point of Roof28'-9 1/2"EXTERIOR MATERIALS TAG KEY 5.1 ALUMINUM RAILINGS - COLOR: BLACK 4.1 CULTURED STONE - COLOR: TBD 5.3 METAL RAILING - COLOR: BLACK 6.1 CEDAR TIMBER - COLOR: STAINED 7.5 PVC SKIRTBOARD - COLOR: WHITE 7.1 LAP SIDING - COLOR: SW 7006 EXTRA WHITE 7.3 BOARD & BATTEN SIDING - SW 7006 EXTRA WHITE 7.4 TRIM - COLOR: SW 7006 EXTRA WHITE 7.6 ASPHALT SHINGLES - COLOR: CHARCOAL 26.1 EXTERIOR LIGHTING - COLOR: BLACK 8.1 VINYL WINDOW - COLOR: BLACK 7.7 DECORATIVE 12"x36" LOUVER - COLOR: BLACK 5.4 PREFINISHED ALUMINUM GUTTERS & DOWNSPOUTS - COLOR: WHITE kaas wilson architects Wildwood Chanhassen Santa Vera 12-Unit Building - Exteriors 3/16" = 1'-0"1 12-Unit Building (12A) - Front Elevation Copy 1 3/16" = 1'-0"2 12-Unit Building (12A) - Side Elevation 1 Copy 1 3/16" = 1'-0"3 12-Unit Building (12A) - Side Elevation 2 Copy 1 3/16" = 1'-0"4 12-Unit Building (12A) - Back Elevation Copy 1 253 413 ft² Unit B7-Garage 381 ft² Unit A1-Garage 318 ft² Unit B2-Garage 413 ft² Unit B7-Garage 381 ft² Unit A1-Garage 318 ft² Unit B2-Garage 413 ft² Unit B7-Garage 413 ft² Unit B7-Garage 381 ft² Unit A1-Garage 318 ft² Unit B2-Garage MECH797 ft² Unit A1 797 ft² Unit A1 797 ft² Unit A1 SD_321 4 SD_321 1 SD_321 2 SD_3213 797 ft² Unit A3 - Type A 699 ft² Unit A3 Type A-Garage 805 ft² Unit B7 1,221 ft² Unit B2 1,221 ft² Unit B2 1,221 ft² Unit B2 1,221 ft² Unit B2 SD_321 4 SD_321 1 SD_321 2 SD_3213 805 ft² Unit B7 805 ft² Unit B7 805 ft² Unit B7 Not Enclosed Unit B7 A SD_321 4 SD_321 1 SD_321 2 SD_3213 278 ft² Unit B7-Mezzanine 278 ft² Unit B7-Mezzanine 278 ft² Unit B7-Mezzanine 278 ft² Unit B7-Mezzanine kaas wilson architects Wildwood Chanhassen Santa Vera 12-Unit Building - Floor Plans 1/8" = 1'-0"1 Level 1 - 12-Unit Building 1/8" = 1'-0"2 Level 2 - 12-Unit Building Residential Unit Mix - 12-Unit Building Name Garage Stalls HUD Gross Square Footage HUD Net Rentable Square Footage Rooms Unit Type Main Floor Mezzanine Stairs Garage Area Total Unit Gross Total Gross Area Main Floor Net Stairs Net Mezzanine Net Garage Net Total Unit Net Total Net Area Bed Bath Level 1 Unit A1 1 797 ft² 0 ft² 0 ft² 381 ft² 1,178 ft² 1,178 ft² 740 ft² 0 ft² 0 ft² 339 ft² 1,079 ft² 1,079 ft² 1 1 Type B Unit A1 1 797 ft² 0 ft² 0 ft² 381 ft² 1,178 ft² 1,178 ft² 740 ft² 0 ft² 0 ft² 339 ft² 1,079 ft² 1,079 ft² 1 1 Type B Unit A1 1 797 ft² 0 ft² 0 ft² 381 ft² 1,178 ft² 1,178 ft² 740 ft² 0 ft² 0 ft² 339 ft² 1,079 ft² 1,079 ft² 1 1 Type B Unit A3 - Type A 2 797 ft² 0 ft² 0 ft² 491 ft² 1,288 ft² 1,288 ft² 675 ft² 0 ft² 0 ft² 454 ft² 1,129 ft² 1,129 ft² 1 1 Type A Level 2 Unit B2 1 1,221 ft² 0 ft² 92 ft² 318 ft² 1,631 ft² 1,631 ft² 1,153 ft² 68 ft² 0 ft² 289 ft² 1,510 ft² 1,510 ft² 2 2 - Unit B2 1 1,221 ft² 0 ft² 92 ft² 318 ft² 1,631 ft² 1,631 ft² 1,153 ft² 68 ft² 0 ft² 289 ft² 1,510 ft² 1,510 ft² 2 2 - Unit B2 0 1,221 ft² 0 ft² 92 ft² 318 ft² 1,631 ft² 1,631 ft² 1,153 ft² 68 ft² 0 ft² 289 ft² 1,510 ft² 1,510 ft² 2 2 - Unit B2 1 1,221 ft² 0 ft² 92 ft² 318 ft² 1,631 ft² 1,631 ft² 1,153 ft² 68 ft² 0 ft² 289 ft² 1,510 ft² 1,510 ft² 2 2 - Unit B7 1 805 ft² 278 ft² 96 ft² 413 ft² 1,592 ft² 1,592 ft² 758 ft² 76 ft² 235 ft² 368 ft² 1,437 ft² 1,437 ft² 2 2 - Unit B7 1 805 ft² 278 ft² 96 ft² 413 ft² 1,592 ft² 1,592 ft² 758 ft² 76 ft² 235 ft² 368 ft² 1,437 ft² 1,437 ft² 2 2 - Unit B7 1 805 ft² 278 ft² 96 ft² 413 ft² 1,592 ft² 1,592 ft² 758 ft² 76 ft² 235 ft² 368 ft² 1,437 ft² 1,437 ft² 2 2 - Unit B7 1 805 ft² 278 ft² 96 ft² 413 ft² 1,592 ft² 1,592 ft² 758 ft² 76 ft² 235 ft² 368 ft² 1,437 ft² 1,437 ft² 2 2 - Grand total 17,716 ft² 16,154 ft² 1/8" = 1'-0"3 Level 3 - 12-Unit Building 254 6 12-Unit Building - 3D Exteriors - 1 7 12-Unit Building - 3D Exteriors - 2 kaas wilson architects Wildwood Chanhassen Santa Vera 12-Unit Building - 3D Views 255 Level 1 100'-0" Level 2 110'-7 7/8" Truss Brg. 119'-9" 6.1 7.6 7.7 7.3 4.1 7.6 26.1 6.17.67.77.3 Level 1 100'-0" Level 2 110'-7 7/8" Truss Brg. 119'-9" 6.1 7.6 7.7 7.3 4.1 7.6 26.1 6.17.67.77.3 Level 1 100'-0" Level 2 110'-7 7/8" Truss Brg. 119'-9" 7.3 7.3 7.7 7.6 26.1 4.15.1 4.1 26.1 7.3 7.37.7 7.6 26.1 Level 1 to Mid-Point of Roof26'-0 9/16"Level 1 100'-0" Level 2 110'-7 7/8" Truss Brg. 119'-9" 7.6 7.3 7.3 7.7 7.67.3 7.37.74.17.6 26.14.1 4.1 7.3 7.2 4.1 7.3 7.2 4.1 4.1 kaas wilson architects Wildwood Chanhassen Santa Vera 16-Unit Building - Exteriors 3/16" = 1'-0"1 16-Unit Building- Side Elevation 2 3/16" = 1'-0"2 16-Unit Building - Side Elevation 1 3/16" = 1'-0"3 16-Unit Building - Front Elevation1 3/16" = 1'-0"4 16-Unit Building - Back Elevation1 256 SD_341 3 SD_341 4 SD_341 1 SD_3412 413 ft² Unit A2-Garage 381 ft² Unit A1-Garage 318 ft² Unit B2-Garage 318 ft² Unit B2-Garage 381 ft² Unit A1-Garage 413 ft² Unit C4-Garage 797 ft² Unit A1 797 ft² Unit A1 403 ft² Unit A4-Garage 355 ft² Unit A2-Garage 3 355 ft² Unit A2-Garage 3 855 ft² Unit A4 413 ft² Unit A2-Garage 381 ft² Unit A1-Garage 318 ft² Unit B2-Garage 318 ft² Unit B2-Garage 381 ft² Unit A1-Garage 413 ft² Unit C4-Garage 797 ft² Unit A1 403 ft² Unit A4-Garage 855 ft² Unit A4 797 ft² Unit A1 SD_341 3 SD_341 4 SD_341 1 SD_3412 1,221 ft² Unit B2 1,221 ft² Unit B2 1,660 ft² Unit C4 813 ft² Unit A2 813 ft² Unit A2 1,221 ft² Unit B2 1,221 ft² Unit B2 1,660 ft² Unit C4 813 ft² Unit A2 813 ft² Unit A2 kaas wilson architects Wildwood Chanhassen Santa Vera 16-Unit Building - Floor Plans 1/8" = 1'-0"1 Level 1 - 16-Unit Building 1/8" = 1'-0"2 Level 2 - 16-Unit Building Residential Unit Mix - 16-Unit Building Name Garage Stalls Count HUD Unit Gross Square Footage HUD Net Rentable Square Footage Rooms Unit TypeStairs Garage Area Total Unit Area Total Area Main Floor Stairs Garage Net Total Total Net Area Bed Bath Level 1 Unit A1 1 1 0 ft² 381 ft² 1,178 ft² 1,178 ft² 740 ft² 0 ft²339 ft² 1,079 ft² 1,079 ft² 1 1 Type B Unit A1 1 1 0 ft² 381 ft² 1,178 ft² 1,178 ft² 740 ft² 0 ft²339 ft² 1,079 ft² 1,079 ft² 1 1 Type B Unit A1 1 1 0 ft² 381 ft² 1,178 ft² 1,178 ft² 740 ft² 0 ft²339 ft² 1,079 ft² 1,079 ft² 1 1 Type B Unit A1 1 1 0 ft² 381 ft² 1,178 ft² 1,178 ft² 740 ft² 0 ft²339 ft² 1,079 ft² 1,079 ft² 1 1 Type B Unit A4 1 1 0 ft² 385 ft² 1,240 ft² 1,240 ft² 798 ft² 0 ft²346 ft² 1,144 ft² 1,144 ft² 1 1 Type B Unit A4 1 1 0 ft² 385 ft² 1,240 ft² 1,240 ft² 798 ft² 0 ft²346 ft² 1,144 ft² 1,144 ft² 1 1 Type B Level 2 Unit A2 1 1 96 ft² 412 ft² 1,321 ft² 1,321 ft² 753 ft² 83 ft² 337 ft² 1,173 ft² 1,173 ft² 1 1 - Unit A2 1 1 96 ft² 412 ft² 1,321 ft² 1,321 ft² 753 ft² 83 ft² 337 ft² 1,173 ft² 1,173 ft² 1 1 - Unit A2 1 1 96 ft² 373 ft² 1,282 ft² 1,282 ft² 753 ft² 83 ft² 352 ft² 1,188 ft² 1,188 ft² 1 1 - Unit A2 1 1 96 ft² 373 ft² 1,282 ft² 1,282 ft² 753 ft² 83 ft² 352 ft² 1,188 ft² 1,188 ft² 1 1 - Unit B2 1 1 92 ft² 318 ft² 1,631 ft² 1,631 ft² 1,148 ft² 86 ft² 287 ft² 1,521 ft² 1,521 ft² 2 2 - Unit B2 1 1 92 ft² 318 ft² 1,631 ft² 1,631 ft² 1,148 ft² 86 ft² 287 ft² 1,521 ft² 1,521 ft² 2 2 - Unit B2 1 1 92 ft² 318 ft² 1,631 ft² 1,631 ft² 1,148 ft² 86 ft² 287 ft² 1,521 ft² 1,521 ft² 2 2 - Unit B2 1 1 92 ft² 318 ft² 1,631 ft² 1,631 ft² 1,148 ft² 86 ft² 287 ft² 1,521 ft² 1,521 ft² 2 2 - Unit C4 1 1 96 ft² 412 ft² 2,168 ft² 2,168 ft² 1,502 ft² 76 ft² 337 ft² 1,915 ft² 1,915 ft² 3 2 - Unit C4 1 1 96 ft² 412 ft² 2,168 ft² 2,168 ft² 1,502 ft² 76 ft² 337 ft² 1,915 ft² 1,915 ft² 3 2 - Grand total 16 23,257 ft² 21,239 ft² 257 kaas wilson architects Wildwood Chanhassen Santa Vera 16-Unit Building - 3D Views 1 16-Unit Building - 3D Exteriors - 1 2 16-Unit Building - 3D Exteriors - 2 258 Application: Site Plan Review & PUD Ordinance Amendment (Planning Case #2025-07) Staff Report Date: August 19, 2025 Drafted By: Rachel Jeske, Planner Joe Seidl, Water Resources Engineer Mackenze Grunig, Project Engineer Planning Commission Review Date: August 12, 2025 City Council Review Date: August 25, 2025 SUMMARY OF REQUEST: The Applicant is requesting a site plan review and a planned unit development amendment to construct two apartment buildings consisting of 12-unit and 16- unit buildings, with modifications to the required architecture and parking setback. LOCATION: 621 Santa Vera Dr PID: 257620020 APPLICANT: Headwaters Development, LLC PROPERTY OWNER: Santa Vera Apartments, LLC PRESENT ZONING: PUDR – Saratoga 3rd Addition 2040 LAND USE PLAN: High Density Residential Public/Semi-Public SITE PLAN ACREAGE: 3.85 gross acres SITE PLAN DENSITY: 11.95 Units/Acre PROPOSED MOTION: “The Chanhassen City Council approves the requested site plan and amendment to the Saratoga 3rd Addition Planned Unit Development Zoning Ordinance for the construction of two apartment buildings at 621 Santa Vera Drive, subject to the conditions of approval, and adopts the attached Findings of Fact and Decision.” 259 Page 2 of 17 LEVEL OF CITY DISCRETION IN DECISION-MAKING: The city has a relatively high level of discretion in approving or denying PUD amendments because the city is acting in its legislative or policy-making capacity. A PUD amendment must be consistent with the city’s Comprehensive Plan. The city’s discretion in approving or denying a site plan is limited to whether or not the proposed project complies with zoning ordinance requirements. If it meets these standards, the city must then approve the site plan. This is a quasi-judicial decision. COMMUNITY ENGAGEMENT Notice of the public hearing at the Planning Commission is required to be mailed to all property owners within 500 feet. The city sent notices to those properties, as well as additional adjacent properties, and in total, 376 notices were mailed notifying nearby property owners of this proposed development. The mailing list used for the public hearing notice was also used to notify nearby residents of the neighborhood open house held by the applicant and a subsequent letter update sent by the applicant. The Applicant and property owner met with the City Council on February 10, May 5, and June 9 to review sketch plans of the proposed development. The Applicant and property owner held a neighborhood open house at the Chanhassen Recreation Center on April 9, 2025, and sent a neighborhood flyer with a project update the week of July 28. The city sent an email update to the “Proposed Developments” email subscription group regarding the project on July 24. APPLICABLE REGULATIONS Chapter 20, Article II, Division 6, Site Plan Review Chapter 20, Article VIII, Planned Unit Development Standards Chapter 20, Article XV, Division 1 “R-12” District Chapter 20, Article 20-XXIII, Division 20-XXIII-9 Design Standards for Multifamily Developments Saratoga 3rd Addition PUD Standards PROPOSAL/SUMMARY The Applicant is proposing the construction of two apartment buildings containing a total of 28 units. The request consists of a site plan approval with a planned unit development amendment to facilitate the construction of these buildings and associated site improvements. 260 Page 3 of 17 The existing Planned Unit Development (PUD) Ordinance allows for multi-family residential which are defined as multi-storied apartments or condominium units. The PUD Ordinance prohibits Townhouses, Detached Townhouses, and Detached Single-Family Homes. City Code includes the following definitions: “Dwelling, Multifamily” as a detached building containing three or more dwelling units. Apartment buildings, condominiums, manor homes, quad duplexes, and cooperatively owned buildings containing three or more dwelling units are multifamily dwellings. “Dwelling, Townhouse” means a single-family attached dwelling in a row of at least three such units in which each unit has its own front and rear access to the outside, no unit is located over another unit and each unit is separated from the adjoining unit by one or more common fire- resistant walls having no openings and extending from the basement to the roof. Based on the city’s definition for “Dwelling, Multifamily”, the proposed 16-unit and 12-unit buildings are considered a multifamily dwelling which is allowed by the existing PUD ordinance. The site is located north of Chanhassen Elementary School and northwest of City Center Park. The property has vehicular access to both Santa Vera Drive and Laredo Drive. The site is zoned PUDR, with the underlying zoning of the R-12 District. The request is for site plan approval to construct two additional apartment buildings, one 12- unit building and one 16-unit building, on a site with one existing apartment building, which consists of 18 units. The total permitted site coverage is 65%. The proposed development has a total hard coverage area of 50.4%. The applicant is also requesting an amendment to the Saratoga 3rd Addition Planned Unit Development Zoning Ordinance. The applicant has requested modifications to the exterior building material requirements and parking space setbacks. STAFF RECOMMENDATION Based upon the foregoing, staff is recommending approval of the requested site plan and PUD amendment with conditions as outlined in this staff report. SITE PLAN REVIEW This building must comply with the Design Standards in the Saratoga 3rd Addition PUD. The PUD requires that the development demonstrates a higher quality of architectural standards and site design, and use durable materials. Site coverage may not exceed 65%. The total hard surface coverage proposed on the site is 50.4%. The design of the building is attractive and is proposed to be constructed of high-quality materials. They include a mix of lap siding and board and batten siding for the main body of the building and cultured stone and cedar timber as 261 Page 4 of 17 accent materials. All elevations have received equal attention, and the building has a pitched roof. The added landscaping will buffer the proposed multi-family buildings from the surrounding elementary school and single-family neighborhoods. The applicant is requesting an amendment to the planned unit development pertaining to building materials. The existing PUD requires that the majority of all exterior surfaces shall be face brick, stucco with metal, wood, rock face block and stone accents. To maintain the intention of the PUD but to allow for more flexibility and timelessness to the required materials, staff recommends the following updated language within the PUD Ordinance: “Acceptable exterior materials shall be limited to vinyl lap siding, face brick, stucco, wood, rock face block, or stone. Buildings may have metal accents, but the metal accents may not exceed 15% of the building elevations.” The applicant is requesting an additional amendment to the planned unit development pertaining to parking setbacks. The PUD requires a 50-foot parking setback from lot lines with road frontage and all interior lot lines. The applicant requests to reduce the setback to 30 feet for lot lines with frontage and 20 feet for interior lot lines. The requested parking setback brings the existing surface parking lot into compliance and the site plan improvements will ensure that new parking is adequately screened from adjacent properties. COMPLIANCE TABLE Lot Ordinance Requirements Proposed Development Area 165,600 square feet 167,706 square feet Lot Coverage 65% 50.4% Building Height Ordinance Requirements Proposed Development Principal 35’ 35’ Building Setbacks Ordinance Requirements Proposed Development Laredo Drive 50’ 116.7’ Saratoga Drive 50’ 191’ Santa Vera Drive 50’ 50.7’ Interior Lot Lines 15’ 20’ Parking Setback Ordinance Requirements Proposed Development Laredo Drive 50’ (30’ Min proposed) 103’ Saratoga Drive 50’ (30’ Min proposed) 176’ Santa Vera Drive 50’ (20’ Min proposed) 32.9’ Interior Lot Lines 50’ (20’ Min proposed) 22’ 262 Page 5 of 17 Parking City Code Section 20-965 establishes the minimum number of parking spaces required to be provided for multi-family dwellings. For two-bedroom and larger units: two stalls shall be provided per unit, and one must be completely enclosed in a garage. Additionally, one visitor parking stall shall be provided for every four dwellings. # of Units # of spaces per unit # of Parking Stalls Required 16-Unit Apartment 1 Bedroom Units 10 1.25 (1 enclosed) 13 (10 of which enclosed) 2+ Bedroom Units 6 2 (1 enclosed) 12 (6 of which enclosed) 12-Unit Apartment 1 Bedroom Units 4 1.25 (1 enclosed) 5 (4 of which enclosed) 2+ Bedroom Units 8 2 (1 enclosed) 16 (8 of which enclosed) Total # of Units Guest Parking Requirement # of Guest Parking Required 28 1 space per 4 units 7 Based on the project as proposed, a minimum of 46 resident parking spaces are required, with at least 28 of the spaces being enclosed. The project as proposed provides for 28 enclosed parking spaces and an additional 28 surface parking spaces to meet the required 46 resident parking spaces. The project is also required to have at least 7 guest parking spaces. The project as proposed provides for 6 guest parking spaces. One additional guest parking space is required to be added to the site plan. Staff have identified space for an additional guest parking stall on the eastern edge of the currently shown 6 guest parking spaces. Site furnishing The property is proposed to contain communal resident amenities such as patio, a grill station, and a dog run. The project as proposed maintains the existing sidewalk connection along the length of Laredo Drive connecting to the trail on the north side of the Chanhassen Elementary property. A 36” chain link fence is proposed to run parallel to this sidewalk to deter access to the southern storm water pond. Neighborhood feedback during the open house included the desire to see a sidewalk added along the south sides of Santa Vera Drive and Saratoga Drive for the benefit of future residents as well as those who park along those roads in the summer and walk to the adjacent baseball 263 Page 6 of 17 fields. The addition of these sections of sidewalk would be at the expense of additional tree removal, some of which are ash trees, while others are identified as silver maples. Loading, mechanical, and refuse areas The PUD requires that all mechanical equipment shall be screened with material compatible to the building. Individual units are shown to have residential size air conditioning units. Condensing units are planned to be located on -grade, on the east and west sides of the 16-unit building and on the north and south sides of the 12 -unit building. The landscaping plan shows a mixture of hydrangea, honeysuckle, hosta, and sedum plantings as screening for the proposed air conditioning units. The proposed screening appears reasonable; however, does require an amendment to the existing PUD Ordinance as the ordinance indicates building materials to be used as screening rather than landscaping. No central garbage and recycling services are proposed. Instead, each tenant will keep their own garbage and recycling bins internal to their units and will, therefore, not require any additional screening. The existing Santa Vera apartments have a garbage shed that has two dumpsters: one each for recycling and garbage, with garbage pickup occurring twice a week and recycling pickup once a week. Lighting The Saratoga 3rd Addition PUD requires that all light fixtures shall be shielded, light fixtures shall not exceed 20 feet in height, and light levels shall be no more than ½ candle at the property line. City Code requires that lighting on the building faces shall also be restricted to having a total cutoff angle equal to or less than 90 degrees. The architectural building elevations show ornamental lighting over all apartment entrances as well as some garage entrances and windows. Each of the fixtures is below 20 feet and has a cutoff angle equal to or less than 90 degrees. The site plan proposes five drive aisle street light poles with foundations. Heights must be provided for these lights and must adh ere to the 20- foot maximum height requirement per the existing PUD ordinance. Signage Plans provided do not depict a final signage plan for the site. Signage for the property shall comply with City Code Section 20-1301 and all other applicable regulations to the site. Sign permits will be required to be applied for and reviewed at the time of building permit. LANDSCAPING AND TREE PRESERVATION The applicant for the Santa Vera Apartments submitted tree canopy coverage and preservation calculations. The submitted plans show that tree canopy to remain will not meet canopy coverage requirements. As a result, plans must include a reforestation plan to bring the total canopy coverage back to the minimum requirement. 264 Page 7 of 17 Total upland area (excl wetlands, bluff) 3.85 acres Baseline canopy coverage 1.22 acres Minimum canopy coverage required 0.77 acres or 20% Proposed tree preservation 0.44 acres or 11% The applicant must bring the canopy coverage on site up to the 0.77 acres which equates to the 20% 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 required 0.77 Less canopy preserved 0.44 Minimum canopy coverage to be replaced- 0.33 Multiplied by 1.2 0.39 acres or 17,249.8 sf Divided by 1089 sf = Total number of trees to be planted: 16 The applicant has submitted a landscape plan showing a total of 47 trees to be planted in the site plan which exceeds canopy coverage requirements. The applicant shall adjust quantities to meet diversity requirements. No more than 30% of the trees can be f rom one family, no more than 20% from the same genus and no more than 10% of the same species. Vehicular Use Area Requirements Staff have analyzed the site plan and found that additional screening on the site has satisfied the requirements in Sec 20-1181. In addition, the applicant is providing the required landscaping within the vehicular use areas. Buffer yard requirements The PUD Ordinance establishes that landscaping along streets shall comply with buffer yard standard B and interior lot lines shall comply with buffer yard A. Buffer yard A shall be 10 feet in width. A landscape plan must be approved as part of the site plan review process. Required plantings/landscape area Buffer yard B – East Prop. Line - 509’ 10 Overstory trees 20 Understory trees 30 Shrubs Buffer yard B – North Prop. Line - 209’ 4 Overstory Trees 8 Understory trees 12 Shrubs Buffer yard B – NE Prop line - 228’ 4 Overstory Trees 8 Understory trees 12 Shrubs Buffer yard A – West Prop. Line - 509’ 5 Overstory trees 10 Understory trees 15 Shrubs 265 Page 8 of 17 Buffer yard A – South Prop. Line - 164’ 2 Overstory tree 3 Understory tree 5 Shrubs The buffer yard requirements total to a combination of 74 overstory and understory trees as well as a total of 74 shrubs. The landscaping plan includes 47 trees, 179 shrubs, and 227 perennials. This is in addition to the 35 trees identified to be saved on site, bringing the total number of trees proposed to 82. Based on the trees to be preserved and the new plantings, the buffer yard requirements appear to be met. The Applicant shall provide a breakdown of how existing and proposed plantings satisfy the buffer yard requirements. BUILDING ARCHITECTURAL REVIEW Required architectural standards Based on the proposed development site being zoned as a residential planned unit development, the building must meet the design standards established by the Saratoga 3rd Addition PUD. Massing and Placement The architectural style is known as a “flat” because each unit has a private entrance and no shared interior space. The building rhythm provides proper visual articulation and harmony with the surrounding area. The buildings have pitched roofs, as required by the PUD. The buildings are located on the property's south and west sides, offsetting them from adjacent roadways and provides a buffer from the surrounding single-family development. Building Height The architectural elevations, as provided, propose a building height of 30.4 feet for the 12-unit building and 26.05 feet for the 16-unit building. City Code establishes that building height shall be measured the vertical distance between the highest adjoining ground level at the building and the average height of the highest gable of a pitched roof . The proposed buildings adhere to the PUD ordinance restriction of 35 feet. 266 Page 9 of 17 Elevations 267 Page 10 of 17 Renderings 268 Page 11 of 17 Materials and Color The proposed building contains four main materials: board & batten, lap siding, cultured stone, and cedar timber. The design pulls from the architecture of the existing building on the site, while providing a more modern feel and style. While these materials do not comply with those listed in the existing PUD, staff recommend the approval of the revised PUD language, which provides increased flexibility in materials. The applicant is providing a variety of both high-quality and durable materials. PROJECT OVERVIEW – ENGINEERING AND WATER RESOURCES The Applicant is requesting a site plan review of a 28-unit multi-family apartment project located just north of downtown Chanhassen. Construction plans and Stormwater Reports developed by Measure Group dated July 21, 2025, were reviewed by staff. The proposed design would create 1.11 acres of new impervious area in the form of an apartment building, parking lots, sidewalks, and streets. Stormwater is proposed to be managed by two storm water ponds along Laredo Dr. TRAFFIC A traffic study for the proposed Santa Vera Apartments was completed by TC2 on July 18, 2025, by Matt Pacyna. The project proposes to continue using the three existing access points: two on Laredo Drive and one on Santa Vera Drive. The adjacent street netw ork—Laredo Drive (1,300 ADT), Santa Vera Drive (700 ADT), and Kerber Boulevard (4,000 ADT)—remains within the capacity thresholds for their respective classifications. City staff has reviewed the study and found the estimated trip generation to be relatively low. During peak hours, 24 vehicles are expected to exit and 21 to enter the site. The development is projected to add approximately 256 daily trips, with most of the additional traffic distributed 75/25 between Laredo Drive and Santa Vera Drive. Even with this increase, the affected streets are projected to remain within their functional classification capacities. An addition to the traffic study shall be made to incorporate a traffic sight line review at the access to Santa Vera Dr. and both access points on Laredo Dr. The applicant shall update the construction plans with any additional information following this addition. SANITARY SEWER & WATER MAIN The applicant is proposing construction of 4” PVC for the sanitary sewer and 6” for the watermain. Service connections are proposed to be separate 4” fire & 2” domestic for water and 4” for sanitary sewer. Plans that illustrate the profile of the utilities along with their size and material are required for review and approval prior to final plan approval. The proposed sanitary sewer and watermain are undersized for the city to own and maintain them. The 269 Page 12 of 17 applicant is expected to complete the revisions and coordinate additional reviews to identify if any of the proposed utilities are private or publicly owned. GRADING & DRAINAGE In the existing condition stormwater on the site generally flows from west to east. City Center Park, which borders the property to the west, is located at a high point, with runoff leaving the park in all directions, including runoff that flows through the Santa Vera site. On the project site, stormwater primarily flows overland through a conveyance depression that directs most of the site’s runoff to three catch basins located at a low point along Laredo Drive. Currently, stormwater from the site is collected and conveyed by public infrastructure, including storm sewers and wet ponds, before ultimately discharging into Lotus Lake. There are no public or private stormwater Best Management Practices (BMPs) located on the property. As a result, pollutants generated on-site are carried downstream and treated solely by the city’s infrastructure. The project site lies in an older area of Chanhassen that was developed in the 1960s and 1970s, before current stormwater management standards were adopted. As a result, the area lacks sufficient BMPs, contributing to higher pollutant loads reaching Lotus Lake. The redevelopment of the Santa Vera property presents an opportunity to address these deficiencies by incorporating stormwater treatment measures that go beyond current regulatory requirements. PROPOSED CONDITIONS Under the proposed development plan, the site will be mass graded to accommodate new apartment buildings, a parking lot, driveways, and stormwater reuse basins. Drainage patterns will remain generally consistent with existing conditions. The northern porti on of the site will remain unchanged and continue draining toward the storm sewer on Saratoga Drive. Runoff from the proposed buildings, parking lot, driveway, and part of the existing apartment building will be collected via storm sewer and directed to the stormwater reuse basins located on the east portion of the site adjacent to Laredo Drive. These reuse basins will be connected by storm sewer and discharge to the existing storm sewer system on Laredo Drive through a single outlet. Stormwater treatment for the proposed impervious surfaces will be provided through a combination of stormwater basins and a reuse system designed for irrigation. The site is currently zoned as Planned Unit Development (PUD). However, preliminary development plans propose changes in the previously approved PUD and relief from sections of City Code to facilitate the proposed plan. In return, it is recommended that the applicant provide enhanced water quality treatment to reduce the burden on downstream stormwater infrastructure. The stormwater basins along Laredo Drive appear to be too high in el evation to direct and treat stormwater from the adjacent area, however, there appears to be an opportunity to route stormwater from Saratoga Drive into the proposed stormwater basins. 270 Page 13 of 17 Additional engineering calculations are needed to understand if this is a viable option. As such it is recommended that the applicant work with staff to optimize the stormwater design and assess opportunities to provide stormwater treatment in excess to the requirements. If the design was reconfigured to treat stormwater by the public ROW, the city may provide relief to the project by reducing stormwater development fees and/or taking on the ownership and maintenance of the stormwater treatment system depending on the amount of excess stormwater treatment provided. EROSION CONTROL The proposed development will create greater than one (1) acre of land disturbance and therefore will be subject to the General Permit Authorization to Discharge Stormwater Associated with Construction Activity Under the National Pollution Discharge Elimin ation/State Disposal System (NPDES Construction Permit). A Surface Water Pollution Prevention Plan (SWPPP) was included in the preliminary site plan submittal. The SWPPP is a required submittal element for final site plan review along with the Erosion and Sediment Control Plan (ESCP) in accordance with Section 19-145 of City Code. No earth disturbing activities may occur until the SWPPP is formally approved. This SWPPP shall be a standalone document consistent with the NPDES Construction Permit and shall contain all required elements of the permit. The SWPPP will need to be updated as the plans are finalized, when the contractor and their sub- contractors are identified, and as other conditions change. An updated SWPPP shall be submitted and approved prior to recording the final site plan agreement. All erosion and sediment control BMPs shall be installed and inspected prior to initiation of site grading activities. STORM WATER MANAGEMENT Article VII, Chapter 19 of City Code describes the required storm water management development standards. Section 19-141 states that “these development standards shall be reflected in plans prepared by developers and/or project proposers in the design and layout of site plans, subdivisions and water management features.” These standards include abstraction of runoff and water quality treatment resulting in the removal of 90% total suspended solids (TSS) and 60% total phosphorous (TP). The proposed project is located within the Riley Purgatory Bluff Creek Watershed District (RPBCWD) and is therefore subject to the watershed’s rules and regulations. A RPBCWD permit will be required for final site plan approval. A Stormwater Management Report is required to be submitted for review to confirm all applicable stormwater management requirements are being met. This includes rate control, volume abstraction and water quality requirements among others. The site proposes to meet stormwater management requirements through the use of stormwater basins and reuse system. The applicant shall confirm that the reuse system will provide enough water for the proposed irrigation system based on the drainage area and the storage in the tank. A backup potable connection may be needed. Currently the TSS removal requirements and TP removal requirements are being met on site. The applicant shall provide final versions of all 271 Page 14 of 17 modeling (Hydro CAD and MIDS) and Stormwater Management Report to address remaining comments and confirm rate, volume and water quality requirements are met as part of the final site plan approval. The stormwater basins do not appear to meet the 3-foot freeboard requirements to the existing and proposed buildings onsite. As such the applicant shall revise the design to meet the stormwater design requirements outlined in City Code. The proposed stormwater management systems shown in the preliminary site plan are to be privately owned and maintained. An operations and maintenance plan is required to ensure that the private stormwater infrastructure is maintained in good working order. The maintenance plan includes descriptions of maintaining the BMPs, maintenance schedule, responsible party, and information on how the system will be cleaned out. The applicant shall submit an updated stormwater operations and maintenance including all required exhibits plan as part of the final plan submittal. SITE PLAN FINDINGS In evaluating a site plan and building plan, the city shall consider the development's compliance with the following: 1. Consistency with the elements and objectives of the city's development guides, including the Comprehensive Plan, official road mapping, and other plans that may be adopted; 2. Consistency with this division; 3. Preservation of the site in its natural state to the extent practicable by minimizing tree and soil removal and designing grade changes to be in keeping with the general appearance of the neighboring developed or developing areas; 4. Creation of a harmonious relationship of building and open space with natural site features and with existing and future buildings having a visual relationship to the development; 5. Creation of functional and harmonious design for structures and site features, with special attention to the following: a. An internal sense of order for the buildings and use on the site and provision of a desirable environment for occupants, visitors and general community; b. The amount and location of open space and landscaping; c. Materials, textures, colors and details of construction as an expression of the design concept and the compatibility of the same with adjacent and neighboring structures and uses; and 272 Page 15 of 17 d. Vehicular and pedestrian circulation, including walkways, interior drives and parking in terms of location and number of access points to the public streets, width of interior drives and access points, general interior circulation, separation of pedestrian and vehicular traffic and arrangement and amount of parking. 6. Protection of adjacent and neighboring properties through reasonable provision for surface water drainage, sound and sight buffers, preservation of views, light and air and those aspects of design not adequately covered by other regulations which may have substantial effects on neighboring land uses. Finding: The proposed development is consistent with the city's design requirements, the Comprehensive Plan, the zoning ordinance if the planned unit development amendments are approved, the design standards, and the site plan review requirements. Staff is recommending approval of the request with conditions. The site design is compatible with the surrounding developments. It is functional and harmonious with the area. Staff regards the project as a reasonable use of the land. Based upon the foregoing, staff is recommending approval of the site plan and planned unit development ordinance amendments with conditions outlined in the staff report. RECOMMENDATION Staff recommend approval of the requested site plan and planned unit development amendments as proposed subject to updating of plans based on staff review comments. APPLICATION REVIEW COMMENTS PLANNING: 1. A photometric plan must be submitted and comply with the lighting requirements of the Saratoga 3rd addition PUD ordinance. 2. Applicant shall enter into a Site Plan Agreement with the City of Chanhassen. 3. Applicant shall update the site plan so that a total of at least seven (7) guest parking spaces are provided. 4. A sidewalk along the south sides of Santa Vera Drive and Saratoga Drive adjacent to the proposed project may be required at the discretion of the City Council. FORESTRY: 1. Applicant must include the condition of all trees over ten inches in diameter as part of the tree survey. Condition shall indicate one of “Poor, Fair, or Good” as the forestry standard. 2. Applicant must update the quantities in the landscape plan to meet the diversity requirements- no more than 30% of trees can be from one family, no more than 20% of the trees from the same genus and no more than 10% of the same species. 3. Applicant shall provide a breakdown of how existing and proposed plantings are planned to satisfy the buffer yard requirements. 273 Page 16 of 17 4. Applicant must include location of the tree preservation fencing on the plan set. Tree preservation fencing shall be installed around existing trees to be saved prior to any construction activities and remain installed until completion. 5. All trees must be planted on private property outside of the city’s right -of-way. ENGINEERING: 1. The developer shall enter into Encroachment Agreements for private improvements (e.g., retaining walls and monument signage) located within the 10-foot-wide public drainage and utility corridor abutting the right -of-way prior to issuance of building permits. 2. The applicant and their Engineer shall work with city staff in amending the construction plans. Final construction plans will be subject to review and approval by staff prior to start of construction. 3. Retaining walls shall be privately owned and maintained. All walls four feet and greater in height shall be engineered. 4. All sanitary sewer mains and watermains will be publicly owned and maintained after acceptance of the public improvements by the City Council. These utilities shall be covered by a Drainage and Utility Easement which shall be large enough for the owner to own and maintain. Applicant shall loop the watermain through the site from Santa Vera Dr to Laredo Dr, and this watermain shall be publicly owned and maintained. 5. The applicant will be required to enter into a Site Plan Agreement with the city and all applicable securities and fees provided prior to recording of the final plans. 6. Applicant shall provide a color-coded map identifying what improvements are public and what are private with final plans. 7. Chanhassen engineering standards require 6” minimum for sanitary sewer service pipe. 8. 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, MDH, MPCA, etc.). Applicant shall provide a copy of all permits prior to starting construction. 9. The construction plans show connecting into an existing sanitary sewer main. That main shall be cleaned and televised prior to connection and the video provided to the project engineer for review. 10. City Standard Detail Plates shall be included in the construction plan set and displayed in a layout format of 2 rows by 4 columns for consistency with city expectations. WATER RESOURCES: 1. The developer shall enter into a site plan agreement with the city and provide necessary financial security to guarantee compliance with the terms of site plan approval and construction of infrastructure onsite. 2. It is the developer’s responsibility to ensure that permits are received from all other agencies with jurisdiction over the project (i.e. Carver County, RPBCWD, Board of Water and Soil Resources, MnDOT, etc.) prior to the commencement of construction activ ities. 3. The developer and their Engineer shall work with city staff in amending the construction plans, dated July 21, 2025, developed by Measure Group to fully satisfy construction 274 Page 17 of 17 plan comments and concerns. Final construction plans will be subject to review and approval by staff prior to recording the site plan agreement. 4. An Operations and Maintenance plan for all proposed private stormwater management systems including the inspection frequency, maintenance schedule, and responsible party shall be submitted with the final plans. 5. The applicant shall provide updated H&H and water quality modelling with the final plan submittal. 6. The design shall be updated to meet the city’s freeboard requirement. BUILDING: 7. A building permit must be obtained before beginning any construction. 8. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. 9. 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 10. The building is required to have automatic fire extinguishing systems. 11. Structure proximity to property lines (and other buildings) will have an impact on the code requirements for the proposed buildings, including but not limited to; allowable size, protected openings and fire-resistive construction. These requirements will be addressed when complete building and site plans are submitted. 12. Building plans must include a code analysis that contains the following information: Key Plan, Occupancy group, Type of construction, Allowable height and area, Fire sprinklers, Separated or non-separated, Fire resistive elements (Ext walls, Bearing walls - exterior or interior, Shaft, Incidental use), Occupant load, Exits required (Common path, Travel distance), Minimum plumbing fixture count 13. 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. 14. A final grading plan and soils report must be submitted to the Inspections Division before building permits will be issued. 15. Accessibility will have to be provided to all portions of the development, and a percentage of the units may also be required to be accessible or adaptable in FIRE: 1. Must add a hydrant on the north side of the property as there is nothing accessible from Santa Vera. 2. Balconies shall be sprinkled due to lack of adequate fire access on the west and south property lines. 275 276 277 278 279 280 • • • • • • • • 281 282 283 284 1.(Is / Is Not) consistent with the elements of development guides, including the Comprehensive Plan 2.(Is / Is Not) consistent with the site plan review requirements 3.(Does / Does Not) preserve the site in its natural state to the extent practicable 4.(Does / Does Not) create a harmonious relationship of buildings and open space 5.(Does / Does Not) create a harmonious design for structures and site features 6.(Does / Does Not) protect adjacent neighboring properties through reasonable provisions for drainage, buffers, view preservation, light, and air 7.(Is / Is Not) within the Highway Corridor districts consistent with the purpose, intent and standards in the HC district. 8.(Is / Is Not) within the Bluff Creek Overlay (BCO) district, consistent with the purpose, intent, and standards in the BCO district. 9.(Does / Does Not) maintain an acceptable road system level of service 285 • • • • • • 286 287 288 289 • • • • 290 • • • • 291 • • • • 292 • • • • • 293 294 • • • 295 • • • 296 • • • • 297 298 • • • • • 299 • • 300 • • • • • • • • 301 • • • • • • • • 302 • • • • • • 303 • • • 304 • • • • • • 305 1.(IS) consistent with the elements of development guides, including the Comprehensive Plan 2.(IS) consistent with the site plan review requirements 3.(DOES) preserve the site in its natural state to the extent practicable 4.(DOES) create a harmonious relationship of buildings and open space 5.(DOES) create a harmonious design for structures and site features 6.(DOES) protect adjacent neighboring properties through reasonable provisions for drainage, buffers, view preservation, light, and air 7.(IS NOT) within the Highway Corridor districts. 8.(IS NOT) within the Bluff Creek Overlay (BCO) district 9.(DOES) maintain an acceptable road system level of service 306 307 308 309 310 311 312 313 314 315 316 317 318 319 320 321 Proposed Motion 322 1 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA ORDINANCE NO. ____ AN ORDINANCE AMENDING CHAPTER 20 OF THE CHANHASSEN CITY CODE, THE CITY’S ZONING ORDINANCE, BY AMENDING THE SARATOGA 3RD ADDITION PLANNED UNIT DEVELOPMENT ZONING THE CITY COUNCIL OF THE CITY OF CHANHASSEN ORDAINS: Section 1. Chapter 20 of the Chanhassen City Code, the City's zoning ordinance, is hereby amended by amending the Saratoga 3rd Addition Planned Unit Development zoning to provide as follows: Saratoga 3rd Addition Zoning Standards a. Intent The purpose of this zone is to create a PUD high density residential development. The use of the PUD zone is to allow for more flexible design standards while creating a higher quality and more sensitive proposal. All utilities are required to be underground. The development shall proceed through the site plan review based on the development standards outlined below. The PUD requires that the development demonstrate a higher quality of architectural standards and site design. Except as modified by the standards below, the development shall comply with the requirements of the R-12, High Density Residential District. b. Permitted Uses The permitted uses in this zone shall be limited to multi-family residential uses. A total of 46 units are permitted on the site. (There are eight existing units.) Multi-family Residential – This shall be defined as multi-storied apartments or condominium units. c. Prohibited uses Townhouses Detached Townhouses Detached Single-Family Homes d. Setbacks Street Frontage Minimum Setback Building/Parking (feet) Laredo Drive 50/50 20 Saratoga Drive 50/50 30 323 2 Santa Vera Drive 50/50 30 Interior Lot Line 15/50 20 The PUD standard for hard surface coverage is 65% e. Building Materials and Design 1. The PUD requires that the development demonstrate a higher quality of architectural standards and site design. All mechanical equipment shall be screened with material compatible to the building or through landscaping. 2. All material shall be of high quality and durable. Major exterior surfaces of all walls shall be face brick, stucco with metal, wood, rock face block and stone accents. The structure shall have a pitched roof. Acceptable exterior materials shall be limited to vinyl lap siding, face brick, stucco, wood, rock face block, or stone. Buildings may have metal accents, but the metal accents may not exceed 15% of the building elevations. Structures shall have a pitched roof. 3. Block shall have a weathered face or be polished, fluted or broken face. 4. All accessory structures shall be designed to be compatible with the primary structure. 5. All roof mounted equipment shall be screened by walls of compatible appearing material or camouflaged to blend into the building or background. Wood screen fences are prohibited. All exterior process machinery, tanks, etc., are to be fully screened by compatible materials. 6. Acceptable materials will incorporate textured surfaces, exposed aggregate and/or other patterning. All walls shall be given added architectural interest through building design or appropriate landscaping. The building(s) shall have varied and interesting detailing. The use of a solid wall unrelieved by architectural detailing, such as change in material, change in color, fenestrations, or other significant visual relief provided in a manner or at intervals in keeping with the size, mass and scale of the wall and its views from the public ways shall be prohibited. 7. Space for recycling shall be provided. 8. There shall be no underdeveloped sides of building. All elevations visible from the street shall receive nearly equal treatment and visual qualities. f. Site Landscaping and Screening 1. Landscaping along streets shall comply with buffer yard standard B. Interior lot lines shall comply with buffer yard A, 10 feet in width. A landscape plan must be presented for approval with the site plan review process. 2. Storage of materials outdoors is prohibited unless it has been approved under site plan review. g. Signage 1. Signage shall comply with the sign ordinance for residential districts. 2. All signs shall require a sign permit. 324 3 h. Lighting 1. All light fixtures shall be shielded. Light levels shall be no more than ½ candle at the property line. Light fixtures shall not be more than 20 feet in height. This does not apply to street lights. i. Alternative Access 1. Separate pedestrian access shall be provided from the site to the public sidewalk and trail system. Section 2. This ordinance shall be effective immediately upon its passage and publication. PASSED AND ADOPTED this day of August, 2025, by the City Council of the City of Chanhassen, Minnesota Jenny Potter, City Clerk Elise Ryan, Mayor (Published in the Sun Sailor on ) 325 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION IN RE: Application of Headwaters Development LLC, for a site plan review and a planned unit development ordinance amendment. Request for site plan approval and a planned unit development ordinance amendment for the construction of two multi-family apartment buildings, totaling 46 units. On August 12, 2025, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Headwaters Development LLC for a multifamily residential development. The Planning Commission conducted a public hearing on the proposed development which was preceded by published and mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak and made the following recommendation: FINDINGS OF FACT 1. On July 11, 2025 the City received a land use application for the property legally described in attachment Exhibit A for the following: A. A site plan review for the construction of two apartment buildings, totaling 46 units. B. A planned unit development ordinance amendment which modifies exterior building material requirements as well as the setbacks required for parking spaces 2. The property is currently zoned PUDR – Saratoga 3rd Addition. 3. The property is guided by the Land Use Plan for High Density Residential and Public/Semi- Public. SITE PLAN REVIEW FINDINGS 4. The Applicant has requested approval of the site plan dated 07.30.2025 prepared by Measure Group. 5. The zoning ordinance directs the City to consider nine possible adverse effects of the proposed site plan. The nine (9) effects and our findings regarding them are: a) Is consistent with the elements and objectives of the city's development guides, including the comprehensive plan, official road mapping, and other plans that may be adopted. Finding: The site plan is consistent with the elements and objectives of the city's development guides, comprehensive plan, and official road mapping. b) Is consistent with the site plan review requirements. Finding: The site plan is consistent with the site plan review requirements. 326 c) Preserves the site in its natural state to the extent practicable by minimizing tree and soil removal and designing grade changes to be in keeping with the general appearance of the neighboring developed or developing or developing areas. Finding: The layout of the proposed structure minimizes affects to the natural resources and the grade is designed to keep with the appearance of surrounding single-family and park areas. d) Creation of a harmonious relationship of buildings and open spaces with natural site features and with existing and future buildings having a visual relationship to the development. Finding: The proposed design creates a harmonious relationship between the building and its natural features through strategic placement. e) Creates a functional and harmonious design for structures and site features, with special attention to the following: i. An internal sense of order for the buildings and use on the site and provision of a desirable environment for occupants, visitors and general community; ii. The amount and location of open space and landscaping; iii. Materials, textures, colors and details of construction as an expression of the design concept and the compatibility of the same with adjacent and neighboring structures and uses; and iv. Vehicular and pedestrian circulation, including walkways, interior drives and parking in terms of location and number of access points to the public streets, width of interior drives and access points, general interior circulation, separation of pedestrian and vehicular traffic and arrangement and amount of parking. Finding: The proposed site plan does create an internal sense of order for the buildings and uses on the site through the balance of landscaping, material applications, and circulation for pedestrians and vehicles. f) Protects adjacent and neighboring properties through reasonable provision for surface water drainage, sound and sight buffers, preservation of views, light and air and those aspects of design not adequately covered by other regulations which may have substantial effects on neighboring land uses. Finding: The site plan as proposed does protect adjacent and neighboring properties for surface water drainage, sound and sight buffers, preservation of views, light and air that could have substantial effects on neighboring land uses. g) Within the Highway Corridor (HC) districts, consistency with the purpose, intent and standards of the HC districts. 327 Finding: The proposed site plan is not within the Highway Corridor District. h) Within the Bluff Creek Overlay (BCO) district, consistency with the purpose, intent and standards of the BCO district. Finding: The proposed site plan is not within the Bluff Creek Overlay District. i) Maintain an acceptable road system level of service. Finding: The proposed plan does not affect the road system level of service and internally in the site improves upon items that could affect the road system, such as connection, parking, and pedestrian circulation. 7. The planning report Planning Case 2025-07, dated August 19, 2025, prepared by Rachel Jeske, et al, is incorporated herein. DECISION The City Council adopts the attached findings of fact and recommendation that the City Council approve a Site Plan and Planned Unit Development Ordinance Amendment for the construction of two multi-family apartment buildings, totaling 46 units. ADOPTED by the Chanhassen City Council this 25th day of August 2025. CHANHASSEN CITY COUNCIL BY:_______________________________ Its Mayor BY:_______________________________ Its City Manager 328 EXHIBIT A Lot 2, Block 1, Saratoga 3rd Addition. 329 CHANHASSEN PLANNING COMMISSION REGULAR MEETING MINUTES AUGUST 12, 2025 CALL TO ORDER: Chairman Noyes called the meeting to order at 6:00 p.m. MEMBERS PRESENT: Chair Eric Noyes, Vice Chair Steve Jobe, Jeremy Rosengren, Ryan Soller, Mike Olmstead, Dave Grover, and Katie Trevena. MEMBERS ABSENT: None. STAFF PRESENT: Eric Maass, Community Development Director; Rachel Jeske, Planner; Mackenze Grunig, Project Engineer; Joe Seidl, Water Resource Engineer PUBLIC PRESENT: Grant Griffin 514 Del Rio Drive Martha Noel 7214 Frontier Trail Chanhassen Youth Chanhassen, MN Debbie Lloyd 7302 Laredo Drive Gary Hansen 7920 Kerber Boulevard Ginger Hansen Schafer 5016 Newton Avenue South Rebecca Pederson Laredo Lane John Dragseth 2600 Forest Avenue Jackie McCarthy 513 Del Rio Drive Kim Behrens Minnetonka, MN Josh McKinney Plymouth, MN Ryan Saller Bloomington, MN Bjorn Sternmen Bloomington, MN Susan Sautor Chanhassen MN PUBLIC HEARINGS: 1. Santa Vera Phase II Planned Unit Development Amendment and Site Plan Review (Planning Case 25-07) Rachel Jeske, Planner, said that the Planning Case was scheduled to go to the City Council on August 25, 2025. She reviewed the process, noting that the staff would give a presentation, the Planning Commission would discuss, the applicant would present, the Planning Commission could have additional discussion, they would have a public hearing, and the Planning Commission could make their decision. Ms. Jeske said that the current zoning designation was a part of the Saratoga 3rd Addition, and it is guided for Residential High Density and Public/Semi-Public. She provided images of the July 330 Planning Commission Minutes – August 12, 2025 2 2022 Concept, April 2025 Concept, and the current Application Site Plan. She commented that the Site Plan addressed public comments, such as the reduced number of units, lowered building height, added sidewalk along Santa Vera and Saratoga, added fencing around the east side of the stormwater pond adjacent to the sidewalk, and the architecture to be more comparable to adjacent homes. She summarized the communications, including the neighborhood meeting on April 9, an updated mailing on July 28, City Council work sessions on February 10, May 5, and June 9. She stated an email was sent to the proposed developments email group on July 24 and August 7. She shared that postcards were sent to neighbors within 500 feet and an additional expanded area on July 30, and a Public Hearing Notice was posted in the Sun Sailor on July 31. She commented that a Proposed Development Sign was placed on the property on July 23, 2025. Ms. Jeske said that the city had discretion in approving or denying Planned Unit Development Amendments because they are acting in its legislative or policy-making capacity, but it was limited to whether or not the proposed project complied with zoning ordinance requirements. She reviewed the Planned Zoning Amendment for the proposed exterior building materials, which stated that the acceptable exterior materials should be limited to lap siding, face brick, stucco, wood, rock face block, or stone. Buildings may have metal accents, but metal accents may exceed fifteen percent of the building's elevations. She said that the applicant requested that landscaping be an option for mechanical screening materials, especially with the development of ground unit air conditioning units. She summarized the parking setbacks, which had the current minimum feet requirement of fifty. She said the proposal was to require a minimum setback of thirty feet for Laredo Drive, twenty feet for Saratoga Drive, thirty feet for Santa Vera Drive, and twenty feet for the Interior Lot Line. She said that the setback for Saratoga Drive would align the existing building with the Planned Unit Development, because the existing parking lot has just over a twenty-one-foot setback. She said that the staff believed it was a reasonable request. She reviewed the standards to be met for a site plan to be reviewed. She said that the site plan included two new apartment buildings south of the existing 18-unit building, and the planned unit development currently allows for a total of 46 housing units on the property. Ms. Jeske commented that the staff received questions on whether the buildings are apartments. She affirmed that based on the definitions of the City Code, the units would be deemed a multi- family dwelling. She reviewed the architecture plan and said there were exterior doors and garages and that the proposed materials were stone, cedar timber, lap siding, and board and batten siding. She said that the proposed landscaping plan would add 47 trees, 179 shrubs, and 227 perennials, and the landscaper would save 35 trees. She said that the buffer yard requirement appeared to be met. She stated that the air conditioning units were to be screened by landscaping. She said that light posts were limited to twenty feet in height and they should not have a cut-off angle of no greater than 90 degrees. She said that the staff would need a photometric plan to review. She said that if the planned unit development is amended as proposed, it would meet the minimum setbacks and parking standards. She said that the maximum height of the building was 35 feet, and the proposed heights were 26 feet and 1 inch and 28 feet and ten inches. She also noted that due to changes in elevation and retaining walls that the proposed structures would sit in some places up to 6 feet lower than the adjacent park property. She mentioned that the public comment included the desire to see additional sidewalk along Santa Vera and Saratoga Drive, and the staff would work with the applicant to minimize the additional tree loss where possible. 331 Planning Commission Minutes – August 12, 2025 3 She commented that this project proposed adding a total of 50 parking stalls, 28 of which are enclosed parking stalls and 7 designated guest parking spaces. Mackenze Grunig, Project Engineer, said that the applicant completed a traffic study. He said that the traffic study showed Laredo Drive at 1300 ADT, Santa Vera at 700 ADT, and Kerber at 4000 ADT, which was within the capacity thresholds. He said that the traffic split was 60 percent via Laredo and 40 percent via Santa Vera. He said that the staff wants the applicant to complete a sight line review for all access points and update construction plans as needed. He said that the utilities would be connected at Laredo Drive, and the Public water main loop would connect Laredo Drive to Santa Vera Drive. Joe Seidl, Water Resource Engineer, discussed the existing conditions of the site, which was a mix of woods, gravel, impervious area, and managed turf grass. He said that the stormwater generally flows from west to east, and the site is fairly steep. The majority of surface runoff is collected in a storm sewer system at a low point on Laredo Drive and conveyed via storm sewer and best management practices. He said that there were no existing onsite best management practices, but there was a wetland delineation in 2017 that showed a small depression area that received an incidental wetland decision. He said that the surrounding areas were built out in the 1960s and 1970s, when there was less stormwater treatment being mandated, which was why the existing apartment complex does not have an onsite best management practice to treat stormwater generated, resulting in there being limited opportunities for stormwater treatment and the existing stormwater facilities being undersized. He provided an example of the 2024 Street Rehabilitation Project, which was not the ideal approach. He said that the city attempts to partner with developers to build larger best management practice systems that the city would own and maintain. He said that a regional best management practice would be difficult with the current design based on the location and elevation, and where the need is for stormwater management. He said that the private best management practices owned and operated by the developer and passed on to the owner of the property would be the best fit. He said that the site was designed to treat stormwater from the existing apartment buildings because they had to bring the entire site into compliance with water quality standards, which would alleviate the stress on the downstream stormwater system. He said that the area would be mass graded to facilitate the development and construction of the apartment complex, utilities, parking lots, and stormwater management systems. He said that the proposed design utilized two stormwater wet basins to provide rate control, water quality, and promote natural infiltration of water. He commented that there needs to be design changes to confirm that the freeboard requirements would be met. Ms. Jeske said that the proposed site plan project was consistent with the city’s development guides, including the 2040 Comprehensive Plan, and followed the required process and was consistent with the site plan review requirements. She commented that the site plan, as designed, places the proposed building and associated improvements in a way that mitigates impacts to existing natural features of the property, and the proposed project locates the proposed buildings to avoid practical impacts to existing trees and away from adjacent single-family residential properties. She stated that the proposed project locates the proposed improvements in a practical manner that creates a harmonious design between building, parking, drive aisles, and site constraints. She commented that the proposed project is designed to manage drainage, buffering, and reasonable preservation for light and air. She stated that the proposed project is not within 332 Planning Commission Minutes – August 12, 2025 4 the Highway Corridor Overlay District and was therefore not applicable and was not in the Bluff Creek Overlay District, and requirement eight was not applicable. She said that the project was reviewed for additional vehicle trip generation on adjacent roads and intersections, and the city found that an acceptable level of road system service would be maintained. Chairman Noyes asked if vinyl siding was considered lap siding and if it was acceptable in this amendment. Ms. Jeske responded that lap siding referred to standard aluminum siding. Commissioner Jobe asked if all the water runoff was gravitational downstream or if lift stations assisted. Mr. Seidl said that the city used gravity to the maximum extent possible, and it was rare to install lift stations. He had installed two in different cities when it was necessary, but he did not see that to be something needed in Chanhassen. Commissioner Olmstead asked if the trip generation model was relatively low. Mr. Grunig said it was consistent with the design of the plan layout, and he believed it was 4.6 trips per unit. Commissioner Olmstead clarified that the stormwater facilities would be owned by the landowner, and he asked if that would include the sedimentary ponds. Mr. Seidl confirmed that it would be the entire system from the wet ponds to the irrigation systems. Commissioner Trevena said that the planned unit development amendment called for reducing the setback on certain lot lines. She asked for clarification about the original building, and that it was not originally met, but would now be brought into compliance. Ms. Jeske answered that the existing apartment building was built prior to the planned unit development being created. Commissioner Trevena asked if the setback would impact pedestrian comfort or streetscape quality. Ms. Jeske responded that the individual garage doors with driveways made it similar to a single-family home. She said that there were existing trees on Santa Vera. Commissioner Jobe asked if there were concerns about the sewer or water supply. Mr. Grunig said it was consistent with the current water model in the area, and it is designed to have enough capacity for the growth and existing users. He said that it would have adequate capacity. Chairman Noyes asked if the development would fit into the existing setbacks other than the two previous examples. Ms. Jeske responded that there would be a decrease in interior lot lines from fifty to twenty. Chairman Noyes asked if there was any amendment to the building setbacks to fit in with what they would have. Ms. Jeske answered that they fit the existing setbacks. Commissioner Soller discussed E.2, which said that structures should have a pitched roof. He asked if it was an existing language. Ms. Jeske responded that it was an existing requirement; they were just moving it around in the ordinance. Ryan Sailer, Headwaters Development, talked about Santa Vera Phase Two. He reviewed the background of Headwaters Development and said that most of their work is done in the Twin 333 Planning Commission Minutes – August 12, 2025 5 Cities. He said that they have built over 6,000 units. He commented that they like to own their properties, so they appreciate fostering relationships. He stated that the Santa Vera location had an 18-unit apartment building from 1968 as part of the PUDR – Saratoga 3rd Addition, and the current request was consistent with the Comprehensive Plan. He said they had 46 total units planned across three buildings, which included the existing 18-unit building, a new 16-unit building, and a new 12-unit building. He said that they had met with the city multiple times to create the current site plan, and there would be 50.4% site coverage. He commented that the buildings have one-, two-, or three-bedroom units, and the building would be four-sided architecture with end-loaded garages. He stated that each resident would have direct access to their units for safety and privacy and would have an attached garage. He commented that they were willing to upgrade the existing 18-unit building with a new exterior design, updated interiors, enhanced landscaping, and stormwater and drainage upgrades. He said they wanted to pull the new and existing buildings together with ample green space. The units would have specific amenities, such as a patio and balcony, and an in-unit washer and dryer. He reviewed the variety of unit types and rents and said it was a market-rate housing project and noted that some residents in the existing building have been there between fifteen and twenty years, so they want to provide upgrades while keeping the spaces affordable. He summarized the property and noted that it would provide fresh investment into aging and under-utilized property, and it is within walking distance to downtown Chanhassen. Commissioner Soller asked about how the existing units would be upgraded. Mr. Sailer responded that some units had been upgraded already, but they wanted to upgrade the remaining units to include in-house washer and dryer. He did not know if they would update spaces as residents moved out or if they would provide a hotel-type property for residents to temporarily move into while their unit is updated. Commissioner Jobe asked if they would be updating the air conditioning units. Mr. Sailer responded that they would probably stay in-wall currently, based on the costs. Commissioner Gover asked if their rendering showed what the existing building would look like after its renovation. Mr. Sailer responded that they were still trying to figure out how to tie together the design with the existing building through trim and paint. Chairman Noyes opened the public hearing. A youth from Chanhassen read a story about a tree. She said that if they ripped out the trees to build apartments, they would leave the animals homeless. She commented that the identity of downtown Chanhassen was the trees, and some had been ripped out. She stated that some of the trees near the library had been ripped out. She encouraged the Planning Commission to consider the trees in their discussion. Grant Griffin, 514 Del Rio Drive, said he recently moved in, and they love the quiet neighborhood. He said Laredo Drive seems busier than 60%. He said he appreciated the wooded area since the deer live there. He would love it if his front yard view did not have an 18-unit apartment, but he requested that they plant large trees to screen the apartments. He stated that he would like them to reduce the traffic level in a small space. 334 Planning Commission Minutes – August 12, 2025 6 Martha Noel, 7214 Frontier Trail, said that the traffic study was on March 25, but if they look at the traffic during the baseball season, it is very busy. She suggested doing another traffic study to improve safety. She stated that the old building has looked like it for a while, and it would be nice to clean the mold. She said they should be able to maintain the current building to make it look more presentable. She stated that the area would be very crammed and would be backed up to an elementary school. She commented that there would be a lot of people by the ball fields and the elementary school, so they would need to consider safety. Debbie Lloyd, 7302 Laredo Drive, said she was interested in the development because she lived on Laredo Drive. She asked the city why the development was not assessed as a full amount for the property, and she was told that there were wetlands on the property. She said that the records from 1998, the wetlands were recommended to be delineated. She commented that she went to the Chanhassen City Engineer’s Department and was told that two wetlands had yet to be delineated. She was surprised to hear that something had happened in 2017, because the City Engineer did not have the information. She reviewed the July 11th, 2022, review of the property that stated that two small wetlands needed to be delineated. She commented that the area had been called the Saratoga Third Addition since 1998. She stated that park dedication fees had been mentioned in prior meetings since May 29, 2012. She said that sand trucks dumped sand into the area in the spring, and there was a roadway cut in. She also thought the city put drainage in to drain the wetlands, and there were big issues with a lot of water when they put in the road last year. She requested a new traffic study. Judy Harder, 541 West 78th Street, read a story about taking her pet on a walk to observe things. She said there were no trees and no gibbons, and she cannot go back. She said that the learning garden has provided her with laughter and smiles as she serves as a volunteer for ten weeks. They see many different birds in the woods, which indicates good habitat. She voiced concerns about the tree removal in the landscape plan, with 90 trees planned to be removed. She stated that 40 of the trees planned to be removed were significant in terms of the girth of the trees, which provide benefits for life. She questioned the necessity to take out the trees to put in a stormwater pond and requested additional thought on how to preserve the trees naturally. She said that the tree replacement calculation required twenty-seven new trees of a 2.5-inch caliber, which was a huge discrepancy from the large trees to be removed. Chairman Noyes closed the public hearing. Chair Noyes commented that nobody likes to see the removal of trees, but the Planning Commission role is to judge if the proposal meets the ordinance related to tree removal and reforestation of the area. He said that the way the plan was written, the proposal meets the current requirements according to the ordinance. He stated that change would need to be made in the ordinance, not the project. The project complies with the current ordinances and the comprehensive plan. Chair Noyes asked about the comparison of a traffic study completed in March rather than in the summer. Mr. Grunig responded that they would not accept a traffic study that would be done in the summer in the area because of the proximity to the elementary school. They would want a 335 Planning Commission Minutes – August 12, 2025 7 traffic study completed during the school year. He said that t-ball and other sports were a small window of activities that were hard to account for. He stated that if the concerns were about the intersections that were high traffic during the events, they would see 24 cars being added to those intersections in an hour, so the apartment would have a small impact. Chair Noyes asked how the general traffic on the road would be considered. He said it was a busy road in the evening when the activities were happening, so he wanted to dive deeper than the intersections. Mr. Grunig responded that Laredo Drive had 1300 ADT, and the trip generation would put another 150 cars onto Laredo Drive. He said that Laredo Drive would still fall under the definition of a local street, which is between 3,000 and 4,000 cars a day. Mr. Grunig said that another 105 cars would travel on Santa Vera, which would meet the requirements on an engineering principle. He welcomed how they could improve pedestrian safety. Commissioner Olmstead asked about the speed limit and if it was 30 miles per hour. He asked if they would consider a city-wide speed reduction. Mr. Grunig responded that the City Council heard information about a city-wide speed reduction in the spring, and they elected not to move forward with a speed reduction. Commissioner Trevena clarified that the sidewalk on the south side of Santa Vera was up to the City Council's jurisdiction. Ms. Jeske answered that the staff recommended the sidewalk, but it was up to the City Council to make the decision. Commissioner Soller asked if it was within the purview to include the sidewalk in the Planning Commission’s recommendation. He asked if it would be included in the staff’s recommendation. Ms. Jeske responded that the sidewalk would be included in the staff’s recommendations, but the Planning Commission could call out the sidewalk specifically. She noted that the City Council receives verbatim minutes from the Planning Commission. Commissioner Soller said the Planning Commission had lengthy discussions about the sidewalks over the last three years, so it would be disappointing if it was not included. He did not know if they needed to include a specific call-out. Chair Noyes asked about the comment related to wetlands being on the site or not. Mr. Seidl responded that any new development where there is any chance of a wetland being on -site there is a wetland delineation that is mandated and completed. He said that the applicant would hire a wetland professional who would assess the site and perform soil testing to figure out if there wetlands exist on the property. He commented that the process was done in 2017, and there were two wetlands that were delineated for the project. He stated that the professional would determine if the wetlands were naturally occurring or a man-made project, such as a depression. He explained the no-loss application that asserted that they were man-made wetlands and that they should be non-jurisdictional. These were approved by the City of Chanhassen, and they were reviewed by the Technical Evaluation Panel. He reiterated that he served on the Technical Evaluation Panel, and he works hard to protect wetlands. He provided an example of a man- made wetland, such as a ditch that had water and fill. He commented that the decision was made before his tenure, but he reviewed the information and agreed with the decision. 336 Planning Commission Minutes – August 12, 2025 8 Commissioner Jobe asked if they looked at different animal species or endangered species when making the decisions. Ms. Jeske responded that it was not a part of their policy or the Department of Natural Resources policy. Commissioner Soller stated he was thinking about what was in the Planning Commission’s purview. He said that the project has gotten more appealing as they have gone on, and he was surprised they were here with the third iteration. He said that every box had been checked based on the purview of the Planning Commission. Chairman Noyes said that there were additional moments for residents to express their opinions to the City Council. Commissioner Trevena moved, Commissioner Jobe seconded that the Chanhassen Planning Commission motions to recommend approval of the requested site plan and amendment to the Saratoga 3rd Addition Planned Unit Development Zoning Ordinance for the construction of two apartment buildings at 621 Santa Vera Drive, subject to the conditions of approval, and adopts the attached Findings of Fact and Decision. All voted in favor, and the motion carried unanimously with a vote of 7 to 0. 2. POSTPONED Minnewashta Apartments Rezoning and Site Plan Review (Planning Case #25-11) Eric Maass, Community Development Director, stated that the Minnewashta Apartments project was postponed until the September 16 meeting. Before the meeting, staff and MnDOT will be gathering data related to intersection control relating to the Highway 5 Reconstruction Project. GENERAL BUSINESS: None. APPROVAL OF MINUTES: 1. APPROVAL OF PLANNING COMMISSION MINUTES DATED JUNE 3, 2025 Commissioner Rosengren moved, Commissioner Grover seconded to approve the Chanhassen Planning Commission summary minutes dated June 3, 2025, as presented. All voted in favor, and the motion carried unanimously with a vote of 7-0. COMMISSION PRESENTATIONS: None. CORRESPONDENCE DISCUSSION: Mr. Maass, updated the Planning Commission that they had agenda items for both meetings in September. He said they would likely take a picture of the Planning Commission in the new building. He commented that Pleasant View Pointe from a few months ago had been recorded, and the construction started on the site. 337 Planning Commission Minutes – August 12, 2025 9 Commissioner Rosengren asked if there were any current updates to the recreation center besides what Mayor Ryan sent out in her update. Mr. Maass answered that the city staff had a productive conversation with the project partners, including the architect and general contractor, regarding potential design alternatives that were within the stated budget and would provide the building's program elements. He expected to review the alternatives in future meetings. Chairman Noyes asked if there were any substantial changes to the project, whether it would need to go before the City Council, Planning Commission, or the community. Mr. Maass responded that he could check with the legal counsel. Chairman Noyes asked if there were any developments in the Avienda project. Mr. Maass answered that the Avienda Apartments were working on securing their private funding, but they received their permit from the Riley Creek Watershed District. The project is still tracking. Commissioner Olmstead asked the city water resources staff a question. Mr. Seidl answered that he did not have the figures in front of him, but he could find the information. Commissioner Soller asked about the decision to continue through the Nez Perce Connection. Mr. Maass answered that Nez Perce would move forward with the connection. The plat was approved and recorded with the connection made. Commissioner Soller welcomed Mr. Maass back from parental leave. OPEN DISCUSSION: None. ADJOURNMENT: Commissioner Olmstead moved, Commissioner Grover seconded to adjourn the meeting. All voted in favor and the motion carried unanimously with a vote of 7 to 0. The Planning Commission meeting was adjourned at 7:23 p.m. Submitted by Eric Maass Community Development Director 338 339 340 wetland concerns. The city should be sure these are addressed to ensure proper drainage from adjacent properties. This concern has been raised during recent road updates along nearby roads. Thank you. Sincerely, Dave and Barb Howe 400 Santa Fe Trail Chanhassen 341 342 of the property and was told there were small wetlands on the site and that these wetlands had not been delineated. At the August 12, 2025 Planning Meeting Mr. Seidl (City Employee) referred to a process that was done in 2017 to delineate the wetlands. That per the unofficial minutes I can’t fully understand nor could I at the meeting. Planning Case #2025-07 Santa Vera Apartments Phase II City Council Presentation states: “No jurisdictional wetlands onsite: Depression area received an incidental wetland decision = manmade/created by past project grading.” What? Now there are no wetlands? Please make this letter a part of the record for the Monday August 25th City Council meeting on the subject matter. Thank you, Debbie Lloyd 7302 Laredo Drive Chanhassen, MN 55317 References: Planning Commission minutes 8/5/98 City Council Minutes 8/10/98 City Council Minutes 1/28/08 City Council Minutes 7/11/22 Unofficial Planning Commission Minutes 8/12/25 343 City Council Item August 25, 2025 Item Quarterly Financial Report File No.Item No: K.1 Agenda Section CORRESPONDENCE DISCUSSION Prepared By Kelly Grinnell, Finance Director Reviewed By SUGGESTED ACTION N/A Motion Type N/A Strategic Priority Financial Sustainability SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS Quarterly Financial Report 2025 - Quarter 2 344 CITY OF CHANHASSEN QUARTERLY FINANCIAL REPORT For the Quarter Ending June 30, 2025 345 Fund Actual Thru Qtr 2 2025 Budget Thru Qtr 2 2025 Annual Budget Budget Remaining Percent Received or Expended Comment Revenues Property Taxes 5,810,559$ 5,800,000$ 12,090,000$ 6,279,441$ 48.1%Tax Settlements: June/July & December Franchise Fees 31,547$ 36,250$ 145,000$ 113,453$ 21.8% Licenses & Permits 1,574,257$ 848,500$ 1,591,000$ 16,743$ 98.9% Intergovernmental 9,030$ -$ 557,370$ 548,340$ 1.6% Charges for Services 343,609$ 320,500$ 641,000$ 297,391$ 53.6% Fines and Forfeits 33,669$ 30,000$ 72,000$ 38,331$ 46.8% Investment Income 387,646$ 162,500$ 325,000$ (62,646)$ 119.3% Other Income 211,224$ 187,250$ 374,500$ 163,276$ 56.4% Total Revenues 8,401,541$ 7,385,000$ 15,795,870$ 7,394,329$ 53.2% Expenditures General Government Council 73,609$ 63,212$ 126,424$ 52,815$ 58.2% Administration 285,572$ 288,109$ 691,461$ 405,889$ 41.3% Economic Development 89,488$ 81,620$ 195,887$ 106,399$ 45.7% Communications 191,374$ 154,505$ 370,813$ 179,439$ 51.6% Finance 222,649$ 200,493$ 400,986$ 178,337$ 55.5% Contracted Central Services 97,660$ 91,667$ 417,000$ 319,340$ 23.4%Legal & Property/Liability Insurance IT 321,136$ 334,323$ 802,376$ 481,240$ 40.0% City Hall Facility 288,140$ 252,423$ 473,815$ 185,675$ 60.8% Elections 6,847$ 7,300$ 14,600$ 7,753$ 46.9% Library Facility 67,726$ 70,753$ 169,808$ 102,082$ 39.9% Total General Government 1,644,201$ 1,544,405$ 3,663,170$ 2,018,969$ 44.9% Public Safety Police 1,255,679$ 1,305,925$ 2,611,849$ 1,356,170$ 48.1%Pay Carver County in June & November Fire Prevention & Administration 692,228$ 656,784$ 1,576,282$ 884,054$ 43.9% Fire Duty Crews & Paid-On-Call 158,922$ 146,565$ 581,755$ 422,833$ 27.3% Building Inspections 493,207$ 416,539$ 999,693$ 506,486$ 49.3% Total Public Safety 2,600,036$ 2,525,812$ 5,769,579$ 3,169,543$ 45.1% Public Works Engineering 307,717$ 295,870$ 645,534$ 337,817$ 47.7% GIS 44,545$ 46,538$ 101,538$ 56,993$ 43.9% PW Adminstration & Facility 59,918$ 69,314$ 151,231$ 91,313$ 39.6% Street Maintenance 371,754$ 475,617$ 1,141,480$ 769,726$ 32.6% Street Lighting & Signals 200,562$ 225,840$ 542,015$ 341,453$ 37.0% Fleet 189,017$ 220,070$ 480,152$ 291,135$ 39.4% Total Public Works 1,173,513$ 1,333,248$ 3,061,950$ 1,888,437$ 38.3% Community Development 269,960$ 322,405$ 703,429$ 433,469$ 38.4% Parks & Recreation Park & Rec Administration 94,922.00$ 96,885.71$ 211,387$ 116,465$ 44.9% Recreation Center 228,085.00$ 219,994.50$ 479,988$ 251,903$ 47.5% Lake Ann Park Operations 18,344.00$ 20,862.67$ 62,588$ 44,244$ 29.3% Park Maintenance 638,882.00$ 599,344.17$ 1,438,426$ 799,544$ 44.4% Senior Center 77,943.00$ 71,379.00$ 155,736$ 77,793$ 50.0% Recreation Programs & Events 246,046.00$ 265,657.79$ 579,617$ 333,571$ 42.4% Total Parks & Recreation 1,304,222$ 1,274,124$ 2,927,742$ 1,623,520$ 44.5% Total Expenditures 6,991,932$ 6,999,994$ 16,125,870$ 9,133,938$ 43.4% Revenues Over/(Under) Expenditures 1,409,609$ 385,006$ (330,000)$ (1,739,609)$ Operating Transfers In -$ -$ 330,000$ 330,000$ Net Change in Fund Balance 1,409,609$ 385,006$ -$ (1,409,609)$ Page 1 CITY OF CHANHASSEN STATEMENT OF REVENUES AND EXPENDITURES ACTUAL AND BUDGET - GENERAL FUND (UNAUDITED) FOR THE QUARTER ENDED JUNE 30, 2025 346 CITY OF CHANHASSEN BUILDING INSPECTIONS DEPARTMENT REVENUE THRU 2ND QUARTER 2025 COMPARED TO BUDGET AND 2024 Page 2 JAN FEB MAR APR MAY JUN JUL AUG SEPT OCT NOV DEC Plumbing Fees $8,707 $9,525 $9,228 $11,572 $15,770 $17,026 Mechanical Fees $17,827 $64,762 $11,851 $17,586 $13,241 $20,446 Plan Check Fees $20,887 $47,519 $16,595 $167,536 $20,691 $25,646 Building Permit Fees $35,221 $39,464 $31,284 $258,764 $39,088 $37,754 TOTAL REVENUE $82,643 $161,271 $68,958 $455,458 $88,790 $100,872 $- $- $- $- $- $- 2025 BUDGETED REVENUE $115,000 $115,000 $115,000 $115,000 $115,000 $115,000 $115,000 $115,000 $115,000 $115,000 $115,000 $115,000 2024 REVENUE $212,491 $264,332 $102,554 $95,830 $234,409 $156,381 $152,033 $106,174 $139,760 $106,396 $89,512 $58,490 $- $50,000 $100,000 $150,000 $200,000 $250,000 $300,000 $350,000 $400,000 $450,000 $500,000 Revenues347 Fund Actual Thru Qtr 2 2025 Budget Thru Qtr 2 2025 Annual Budget Budget Remaining Percent Received or Expended Revenues Charges for Services 1,839,986$ 1,488,900$ 4,963,000$ 3,123,014$ 37.1% Intergovernmental 760$ -$ -$ (760)$ - Investment Income 74,446$ 80,000$ 160,000$ 85,554$ 46.5% Refunds & Reimbursements 1,950$ 2,500$ 5,000$ 3,050$ 39.0% Connection Charges 417,840$ 800,209$ 1,600,417$ 1,182,577$ 26.1%* Total Revenues 2,334,982$ 2,371,609$ 6,728,417$ 4,393,435$ 34.7% Expenditures General Operations Wages & Benefits 595,716$ 558,695$ 1,218,970$ 623,254$ 48.9% Supplies 93,205$ 157,025$ 342,600$ 249,395$ 27.2% Professional Services 98,950$ 93,946$ 204,973$ 106,023$ 48.3% Utilities 136,502$ 198,504$ 433,100$ 296,598$ 31.5% Insurance -$ -$ 20,600$ 20,600$ 0.0% Repairs & Maintenance 166,361$ 169,950$ 370,800$ 204,439$ 44.9% Other Expenses 166,396$ 165,767$ 361,673$ 195,276$ 46.0% Total General Operations 1,257,130$ 1,343,886$ 2,952,715$ 1,695,585$ 42.6% Debt Service Principal 1,515,000$ 1,515,000$ 1,515,000$ -$ 100.0% Interest & Related Expense 277,477$ 277,477$ 532,988$ 255,511$ 52.1% Total Debt Service 1,792,477$ 1,792,477$ 2,047,988$ 255,511$ 87.5% Capital Projects Water Portion of Street Projects 294,748$ 294,748$ 2,540,000$ 2,245,252$ 11.6% Equipment 19,723$ 197,236$ 37,700$ 17,977$ 52.3% Leased Vehicles Expense 6,529$ 6,529$ 52,704$ 46,175$ 12.4% Purchased Vehicles 61,183$ 61,183$ -$ (61,183)$ - Infrastructure 3,920$ 3,920$ 140,000$ 136,080$ 2.8% Water Portion of PW Bldg Imp 35,143$ 35,143$ 99,000$ 63,857$ 35.5% Water Treatment Plant -$ -$ -$ -$ - Total Capital Projects 421,246$ 598,759$ 2,869,404$ 2,448,158$ 14.7% Total Expenditures 3,470,853$ 3,735,122$ 7,870,107$ 4,399,254$ 44.1% Revenues Over/(Under) Expenditures (1,135,871)$ (1,363,514)$ (1,141,690)$ (5,819)$ *Budget based on Avienda projections **Purchased vehicle was from 2024 CIP item that was delayed CITY OF CHANHASSEN STATEMENT OF REVENUES AND EXPENDITURES ACTUAL AND BUDGET - WATER FUND (UNAUDITED) FOR THE QUARTER ENDED JUNE 30, 2025 Page 3 348 Fund Actual Thru Qtr 2 2025 Budget Thru Qtr 2 2025 Annual Budget Budget Remaining Percent Received or Expended Revenues Charges for Services 2,309,812$ 2,370,125$ 4,692,000$ 2,382,188$ 49.2% Refunds & Reimbursements -$ -$ -$ -$ - Investment Income 113,238$ 80,000$ 160,000$ 46,762$ 70.8% Connection Charges 109,700$ 140,357$ 421,070$ 311,370$ 26.1%* Total Revenues 2,532,750$ 2,590,482$ 5,273,070$ 2,740,320$ 48.0% Expenditures General Operations Wages & Benefits 402,626$ 435,692$ 950,601$ 547,975$ 42.4% Supplies 21,526$ 32,542$ 71,000$ 49,474$ 30.3% Professional Services 59,751$ 56,546$ 123,373$ 63,621$ 48.4% Utilities 22,396$ 32,542$ 71,000$ 48,604$ 31.5% Insurance -$ -$ 20,600$ 20,600$ 0.0% Repairs & Maintenance 84,476$ 60,729$ 132,500$ 48,024$ 63.8% MCES Wastewater Charge 1,550,244$ 1,570,244$ 3,140,488$ 1,590,244$ 49.4% Other Expenses 73,964$ 74,627$ 162,823$ 88,858$ 45.4% Total General Operations 2,214,984$ 2,262,921$ 4,672,384$ 2,457,400$ 47.4% Debt Service Principal 170,000$ 170,000$ 170,000$ -$ 100.0% Interest & Related Expense 15,158$ 15,158$ 27,200$ 12,042$ 55.7% Total Debt Service 185,158$ 185,158$ 197,200$ 12,042$ 93.9% Capital Projects Sewer Portion of Street Projects (1,851)$ (1,851)$ 1,232,000$ 1,233,851$ -0.2% Leased Vehicles Expense 6,529$ 6,529$ 52,704$ 46,175$ 12.4% Purchased Vehicles 61,183$ 61,183$ -$ (61,183)$ -** Equipment 33,191$ 33,191$ 29,200$ (3,991)$ 113.7% Infrastructure 332,721$ 332,721$ 500,000$ 167,279$ 66.5% Water Portion of PW Bldg Imp 35,143$ 35,143$ 15,000$ (20,143)$ 234.3% Total Capital Projects 466,915$ 466,916$ 1,828,904$ 1,361,989$ 25.5% Total Expenditures 2,867,057$ 2,914,995$ 6,698,488$ 3,831,431$ 42.8% Revenues Over/(Under) Expenditures (334,307)$ (324,514)$ (1,425,418)$ (1,091,111)$ *Budget based on Avienda projections **Purchased vehicle was from 2024 CIP item that was delayed CITY OF CHANHASSEN STATEMENT OF REVENUES AND EXPENDITURES ACTUAL AND BUDGET - SEWER FUND (UNAUDITED) FOR THE QUARTER ENDED JUNE 30, 2025 Page 4 349 Fund Actual Thru Qtr 2 2025 Budget Thru Qtr 2 2025 Annual Budget Budget Remaining Percent Received or Expended Revenues SWM Charges 1,170,184$ 1,185,000$ 2,370,000$ 1,199,816$ 49.4% Intergovernmental -$ -$ 2,123,000$ 2,123,000$ 0.0% Refunds & Reimbursements -$ -$ -$ -$ - Connection Charges 25,479$ 63,500$ 127,000$ 101,521$ 20.1% * Total Revenues 1,195,663$ 1,248,500$ 4,620,000$ 3,424,337$ 25.9% Expenditures General Operations Wages & Benefits 456,066$ 495,170$ 1,080,370$ 624,304$ 42.2% Supplies 12,410$ 11,596$ 25,300$ 12,890$ 49.1% Professional Services 91,812$ 81,678$ 178,208$ 86,396$ 51.5% Insurance -$ -$ 8,000$ 8,000$ 0.0% Repairs & Maintenance 7,053$ 22,917$ 50,000$ 42,947$ 14.1% Other Expenses 48,475$ 47,441$ 103,508$ 55,032$ 46.8% Total General Operations 615,816$ 658,801$ 1,445,385$ 829,569$ 42.6% Debt Service Principal 125,000$ 125,000$ 125,000$ -$ 100.0% Interest & Related Expense 11,258$ 11,258$ 19,735$ 8,477$ 57.0% Total Debt Service 136,258$ 136,258$ 144,735$ 8,477$ 94.1% Capital Projects Storm Water Portion of Street Projects -$ -$ 4,472,000$ 4,472,000$ 0.0% Infrastructure Improvements 437,411$ 437,411$ 2,120,000$ 1,682,589$ 20.6% Equipment 20,503$ 20,503$ 30,100$ 9,597$ 68.1% Annual Stormwater Pond Improvements -$ -$ 525,000$ 525,000$ 0.0% Upper Riley Creek Stabilization -$ 150,000$ 150,000$ 0.0% Storm Water Portion of PW Bldg Imp 35,143$ 35,143$ 15,000$ (20,143)$ 234.3% Total Capital Projects 493,056$ 493,057$ 7,312,100$ 6,819,044$ 6.7% Total Expenditures 1,245,131$ 1,288,116$ 8,902,220$ 7,657,089$ 14.0% Revenues Over/(Under) Expenditures (49,468)$ (39,616)$ (4,282,220)$ (4,232,752)$ *Budget based on Avienda projections CITY OF CHANHASSEN STATEMENT OF REVENUES AND EXPENDITURES ACTUAL AND BUDGET - SURFACE WATER MANAGEMENT FUND (UNAUDITED) FOR THE QUARTER ENDED JUNE 30, 2025 Page 5 350 Fund Balance 1/1/2025 Balance 6/30/2025 YTD Change General Fund 101 General Fund 14,165,495$ 15,548,577$ 1,383,082$ * Special Revenue Funds 201 Charitable Gambling Fund 52,384$ 59,391$ 7,007$ 202 Cemetery Fund 72,318$ 80,337$ 8,019$ 210 Cable TV Fund 175,773$ 91,495$ (84,278)$ 212 Grants Fund 1,023,043$ 1,072,367$ 49,324$ 213 Local Affordable Housing Aid Fund 126,855$ 130,809$ 3,954$ Debt Service Funds 300 Permanent Debt Revolving Fund 744,721$ 767,931$ 23,210$ 368 2009A GO Refunding Debt Fund 874,228$ 901,474$ 27,246$ 370 2016A GO Ref Bonds Debt Fund 824,708$ 404,994$ (419,714)$ * 371 2024A GO CIP Bonds Debt Fund 485,314$ 494,001$ 8,687$ * Capital Project Funds 400 Capital Equipment/Vehicle Fund 1,753,438$ 1,228,327$ (525,111)$ * 401 Park Renovation Fund 118,877$ 104,322$ (14,555)$ * 402 Capital Facilities Fund 256,020$ 144,815$ (111,205)$ * 410 Park Development Fund 790,974$ 642,274$ (148,700)$ 414 Civic Campus Fund 17,407,339$ 9,835,159$ (7,572,180)$ 416 Chan Bluffs Comm Center Fund -$ 12,826,253$ 12,826,253$ 420 Transp Infrast Mgmt (TIM) Fund 896,196$ 799,170$ (97,026)$ * 480 TIF 11-Frontier Develpmnt Fund 190,512$ 55,635$ (134,877)$ * 481 TIF 12-Lake Place Sr Apt Fund 69,260$ (337)$ (69,597)$ * 482 TIF 13-Roers Redevelopment Fund -$ (750)$ (750)$ 601 Pavement Mgmt Prgm (PMP) Fund 4,205,147$ 5,705,928$ 1,500,781$ * 605 TH101 Imp/Pioneer-Fly Cld14-08 143,478$ (89,011)$ (232,489)$ Enterprise Funds 700 Water Fund 3,380,174$ 1,499,096$ (1,881,078)$ 701 Sewer Fund 4,122,717$ 3,570,653$ (552,064)$ 720 Surface Water Management Fund 3,481$ (564,239)$ (567,720)$ TOTAL ALL FUNDS 51,882,452$ 55,308,671$ 3,426,219$ *Denotes funds that receive property taxes or tax increments. Tax settlements are received in June/July and December. CITY OF CHANHASSEN UNAUDITED CASH BALANCES BY FUND JANUARY 1, 2025 AND JUNE 30, 2025 Page 6 351 CITY OF CHANHASSEN CASH AND INVESTMENTS KEY METRICS AS OF JUNE 30, 2025 Investment Policy - Investment Type Limits:Investment Type Policy Limit Current Amount Certificates of Deposit 70%17% U.S. Agency Securities 70%6% State Bonds 50%31% Investment Policy - 10% Concentration Limit:Largest Issue Amount % of Portfolio FNMA Security 1,216,812.50$ 3.82% Investment Policy - Maturity Limits:Maturity Policy Limit Current Amount Up to 5 Years 0%75% Over 5 Years 20%9% Over 10 Years $0 0% Budget to Actual Comparison - Investment Earnings: 2025 Annual Budget Actual 6/30/2025 Average Current Yield All Funds $680,360 $554,210 3.44% % of Annual Budget 81.5% Page 7 Checking $947,239 3% Money Market Savings $6,029,317 19% Certificates of Deposit $5,267,361 16% Asset Backed Securities $7,880,067 25% U.S. Federal Agencies & Treasuries $1,946,045 6% Muni, School, & State Bonds $9,814,856 31% Investment Type Allocation $- $1,000,000 $2,000,000 $3,000,000 $4,000,000 $5,000,000 $6,000,000 $7,000,000 $8,000,000 Current 2026 2027 2028 2029 2030 2031 2032 Investment Maturity Schedule 352 City Council Item August 25, 2025 Item Pending Litigation File No.Item No: L.1 Agenda Section CLOSED SESSION Prepared By Jenny Potter, City Clerk Reviewed By SUGGESTED ACTION N/A Motion Type N/A Strategic Priority N/A SUMMARY BACKGROUND A closed meeting is a meeting of a public body that the public is not allowed to attend. Under Minn.Stat. 13D.05, subd. 3, public bodies may choose to close meetings to discuss pending or threatened litigation with legal counsel. The City Council will meet in Closed Session to discuss pending or threatened litigation related to property damage as a result of a watermain break at 6361 Melody Lane. A claim was filed with city's insurer, the League of Minnesota Cities Insurance Trust. The LMCIT finding is that the city would not be held legally liable for the damage and therefore, no payment can be made under the liability coverage. Liability is not automatically assumed by cities in cases like this. For the City to be found negligent, all of 353 the following must be found: There must be a defect in the water line They must have had notice or knowledge of the defective condition in the line Upon notice of the defect, they must fail to respond in a timely manner As a direct result of their failures, damages occurred. DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS GL456172 Kelly 354 August 19, 2025 Allison Kelly 6361 Melody Ln Chanhassen, MN 55317 LMCIT CLAIM #: GL456172 TRUST MEMBER: City of Chanhassen DATE OF LOSS: August 9, 2025 Dear Mrs. Kelly: The League of Minnesota Cities Insurance Trust (LMCIT) provides municipal liability coverage for our trust member, the City of Chanhassen (City). I have concluded my investigation into the water main break that affected your home on August 9, 2025. I have determined that the City of Chanhassen was not negligent with respect to the water main break, which resulted in significant damages to your home and property. You explained that early in the morning on 8/9/25, you woke up to the sound of water rushing into your home. You stated that water was flowing into your home through the windows, and the basement was filled with over 5 feet of water. You advised that you contacted 911 and the officers contacted the City and notified them of the situation. You explained that the responding City employees determined there was a water main break nearby. The City employees shut down the water supply to the line and a contractor completed the necessary repair. You summarized the extensive damages this incident caused to your home, personal property, and yard. Liability is not automatically assumed by cities in cases like this. When the City employees and contractors excavated the area to complete the water main repair, they determined that the plug at the end of a stubbed water line failed, which caused the water to escape from the line. The water main was not scheduled for repairs or maintenance, and I found that the City of Chanhassen had no way to anticipate or prevent this event from happening. For the City to be found negligent, all of the following must be found: 355 There must be a defect in the water line They must have had notice or knowledge of the defective condition in the line Upon notice of the defect, they must fail to respond in a timely manner As a direct result of their failures, damages occurred. I have found no evidence that the City had knowledge of any defects in their system or that they neglected to address any known issues. The City responded quickly to the scene once they were advised of the situation, with a crew arriving on site within minutes of being notified. It is extremely unfortunate that your property was damaged; however, with the information known to me at this time, I do not believe the City of Chanhassen would be held legally liable for your damage, therefore, no payment can be made under their liability coverage. If you have any questions, please feel free to contact me at the number or email listed below. Sincerely, Steve Crosby Steve Crosby | Claims Adjuster Tel: (612) 476-5715 (cell) | Fax: (651) 281-1297 scrosby@lmc.org | www.lmc.org League of Minnesota Cities Insurance Trust (LMCIT) 145 University Avenue West St. Paul, MN 55103 Connecting & Innovating since 1913 356