The URL can be used to link to this page

10-27-2025 City Council Agenda and PacketA.5:30 P.M. - WORK SESSION Note: Unless otherwise noted, work sessions are held in the Fountain Conference Room in the lower level of City Hall and are open to the public. If the City Council does not complete the work session items in the time allotted, the remaining items will be considered after the regular agenda. Public comment is not allowed at the work session. A.1 Presentation of Capital Fund Budgets and 2026-2030 CIP A.2 Highway 7 and Highway 41 Update B.7:00 P.M. - CALL TO ORDER (Pledge of Allegiance) C.PUBLIC ANNOUNCEMENTS C.1 Invitation to City Hall Open House on November 1 C.2 Old National Bank Recognition from the City of Chanhassen C.3 Southern Valley Alliance: Domestic Violence Awareness Month 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 October 13, 2025 D.2 Approve City Council Work Session Minutes dated October 13, 2025. D.3 Approve Special City Council Meeting Minutes dated October 20, 2025 D.4 Receive Environmental Commission Minutes dated September 10, 2025 AGENDA CHANHASSEN CITY COUNCIL MONDAY, OCTOBER 27, 2025 CITY COUNCIL CHAMBERS, 7700 MARKET BOULEVARD 1 D.5 Receive Economic Development Commission Minutes D.6 Approve Claims Paid dated October 27, 2025 D.7 Award 2026-2028 4th of July Fireworks Contract D.8 Approve an Encroachment Agreement between the City of Chanhassen and the property owner at 824 Lone Eagle Drive. D.9 Approve a Site Plan Agreement for Eden Springs Assisted Living and Memory Care located at 1620 Arboretum Boulevard D.10 Resolution 2025-XX; Call for Public Hearing to Order the Great Plains Boulevard/Lake Drive East Improvement Project D.11 Resolution 2025-XX; Approve vacant land purchase from 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). F.FIRE DEPARTMENT/LAW ENFORCEMENT UPDATE G.PUBLIC HEARINGS G.1 Resolution 2025-XX: Certification of Delinquent Utility Accounts and Code Enforcement Charges to the County Auditor G.2 Resolution 2025-XX: Accept Feasibility Study, Conduct Public Improvement Hearing, and Authorize Preparation of Plans and Specifications for the Market Boulevard Improvement Project H.GENERAL BUSINESS H.1 Adopt Ordinance XXX: Amending Chapter 20 Zoning Regulations for Accessory Structures I.COUNCIL PRESENTATIONS J.ADMINISTRATIVE PRESENTATIONS K.CORRESPONDENCE DISCUSSION K.1 7331 Hazeltine Blvd Short Term Rental License L.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. 2 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 October 27, 2025 Item Presentation of Capital Fund Budgets and 2026-2030 CIP File No.Item No: A.1 Agenda Section 5:30 P.M. - WORK SESSION Prepared By Kelly Grinnell, Finance Director Reviewed By SUGGESTED ACTION Staff will present the 2026 Capital Fund budgets and 2026-2030 Capital Improvement Plan. Council feedback will be incorporated into future drafts. Motion Type N/A Strategic Priority Financial Sustainability SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS 4 City Council Item October 27, 2025 Item Highway 7 and Highway 41 Update File No.N/A Item No: A.2 Agenda Section 5:30 P.M. - WORK SESSION Prepared By Charlie Howley, Director of Public Works/City Engineer Reviewed By Laurie Hokkanen SUGGESTED ACTION N/A - Discussion only Motion Type N/A Strategic Priority Operational Excellence SUMMARY Staff will give the City Council an update on planning and projects relating to Highways 7 and 41. BACKGROUND N/A DISCUSSION N/A BUDGET N/A RECOMMENDATION 5 N/A ATTACHMENTS 6 City Council Item October 27, 2025 Item Invitation to City Hall Open House on November 1 File No.Item No: C.1 Agenda Section PUBLIC ANNOUNCEMENTS Prepared By Laurie Hokkanen, City Manager Reviewed By SUGGESTED ACTION Invite the public Motion Type N/A Strategic Priority Communications SUMMARY Join us for the Public Open House of Chanhassen’s new City Hall and Senior Center on Saturday, November 1st, from 10:30 a.m. to 1 p.m. Come tour the building, meet our city staff, and help us celebrate this exciting new chapter for our community. Bring the kids, too — there will be face painting, a balloon artist, and a fun scavenger hunt just for them! This project is more than just a new City Hall. Reimagining our Civic Campus creates a true community gathering place — a vibrant hub that offers recreation and entertainment for all ages, brings new life to our downtown, and inspires future investment in Chanhassen’s core. 7 We can’t wait to celebrate the completion of Phase 1 with you. See you on Saturday, November 1st!" BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS 8 City Council Item October 27, 2025 Item Old National Bank Recognition from the City of Chanhassen File No.Item No: C.2 Agenda Section PUBLIC ANNOUNCEMENTS Prepared By Jerry Ruegemer, Park and Recreation Director Reviewed By SUGGESTED ACTION N/A Motion Type N/A Strategic Priority N/A SUMMARY The City of Chanhassen would like to extend its sincere appreciation to Old National Bank for their patience, cooperation, and partnership throughout the Civic Campus and the new City Hall construction project. Your understanding and flexibility during this transformative period have been instrumental in allowing the City to enhance public services and create a modern, accessible campus for our community. We recognize that construction activity can bring disruptions, and we are truly grateful for your continued support, positive attitude, and commitment to working together. Your collaboration helped ensure the project’s success and reflects the strong community spirit that defines our city. Thank you for being a valued partner in this important chapter of our community’s growth. Cindy Nash, Banking Center Market Manager, will be present at the meeting representing Old National Bank. 9 BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS 10 City Council Item October 27, 2025 Item Southern Valley Alliance: Domestic Violence Awareness Month File No.Item No: C.3 Agenda Section PUBLIC ANNOUNCEMENTS Prepared By Jenny Potter, City Clerk Reviewed By SUGGESTED ACTION N/A Motion Type N/A Strategic Priority N/A SUMMARY Kim Lohse from Southern Valley Alliance will be present to share updates related to Domestic Violence Awareness Month and SVA's mission and work. BACKGROUND DISCUSSION BUDGET RECOMMENDATION 11 ATTACHMENTS 12 City Council Item October 27, 2025 Item Approve City Council Meeting Minutes dated October 13, 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 October 13, 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 October 13, 2025. 13 ATTACHMENTS City Council Meeting minutes dated October 13, 2025 14 CHANHASSEN CITY COUNCIL REGULAR MEETING MINUTES OCTOBER 13, 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, Councilmember von Oven, and Councilmember Kimber. COUNCIL MEMBERS ABSENT: None. STAFF PRESENT: Laurie Hokkanen, City Manager; Eric Maass, Community Development Director; Charlie Howley, Public Works Director/City Engineer; Tyler Stahn, Lieutenant; Andrew Heger, Fire Chief; Andrea McDowell-Poehler, City Attorney; and Jenny Potter, City Clerk. PUBLIC PRESENT: Annette Dueffert, 2451 West 64th Street Devin Scheer, 2461 West 64th Street Carrie Miller, 2445 West 64th Street Katie Lahl, 6320 Forest Circle Luke Steck, 6239 Chaska Road Aleksey Kerbel, 2061 Melody Hill Road John Gilbert, 1641 Jeurissen Lane Kelly Peterson, 2444 West 64th Street Craig Popken, 2460 West 64th Street Don Dueffert, 2451 West 64th Street Katherine Fisher, 6461 Oriole Avenue Erin Olson, 2630 Forest Avenue Rachel Popken, 2460 West 64th Street Dan Getsch, Getsch Addition 1, 2, and 3 Hal Newell, 7550 Dogwood PUBLIC ANNOUNCEMENTS: None. CONSENT AGENDA: Councilmember McDonald moved, Councilmember von Oven seconded that the City Council approve the following consent agenda items 1 through 14 pursuant to the City Manager’s recommendations: 1. Approve City Council Minutes dated September 22, 2025 15 City Council Minutes – October 13, 2025 2 2. Approve City Council Work Session Minutes dated September 22, 2025 3. Approve City Council Special Work Session Minutes dated September 29, 2025 4. Receive Planning Commission Minutes dated September 16, 2025 5. Approve Claims Paid dated October 13, 2025 6. Approve Temporary Liquor License, Hackamore Brewing to host the SW Chamber of Commerce Gala 7. Approve Encroachment Agreement for 8465 Mission Hills Lane 8. Approve Encroachment Agreement for 6609 Horseshoe Curv 9. Approve Amendments to Stormwater Management Agreements for Lots 1, 2, and 3, Block 1 of Fox Ridge Estates (Planning Case 2022-10) 10. Award Construction Contract for Driveway Improvements at Lake Lucy Ground Storage Reservoir 11. Approve Partial Release of Development Contract 12. Approve Development Contract for Avienda Apartments (Planning Case #25-08) 13. Resolution 2025-68: Call for Public Hearing to Order the Market Boulevard Improvement Project 14. Resolution 2025-69 & 2025-70: Highway 5 Improvement Project authorizations All voted in favor, and the motion carried unanimously with a vote of 5 to 0. VISITOR PRESENTATIONS. Linda Paulson thanked the City Council for flying the flag half-staff for a week in honor of Charlie Kirk. She said that Charlie Kirk’s birthday was on October 14, so it should be a national day of remembrance for Charlie Kirk. A resident stated that the acoustics were bad in the room, so the audience could not hear. FIRE DEPARTMENT/LAW ENFORCEMENT UPDATES. 1. Quarterly Law Enforcement Update 16 City Council Minutes – October 13, 2025 3 Lieutenant Tyler Stahn updated the Council about the current calls and crimes in the city for the quarter. He stated that the crime events were low in the city and that drinking and driving remains a problem. He said that they had an officer in the county who was specifically dedicated to finding drunk drivers. He provided an overview of the deputy workload, including traffic safety and non-criminal calls for service. He summarized the time it took to respond to a domestic assault. He highlighted the long-term enhanced traffic details on Highway 5 and County Road 101 between Highway 212 and Pioneer Trail. He provided an overview of the monthly training opportunities for the deputies. Mayor Ryan thanked him for the traffic safety initiative, which was based on the City Council's request. 2. Quarterly Fire Department Update Fire Chief Andrew Heger introduced the Captain of Community Risk Reduction and the Community Risk Reduction Specialist. He noted that these two were busy with the fire prevention month education. He discussed the AED Lending Library, which the community can check out for events at no cost. He stated that the device was easy to use for both adults and children. He said that the program was funded through the Minnesota Valley Electric Cooperative Grant. He summarized the updated training for businesses to learn how to use a fire extinguisher using virtual reality. Mayor Ryan asked if they had one AED available for the rental program. Fire Chief Andrew Heger answered that they had two AEDs. Mayor Ryan asked if building inspections required AEDs. Fire Chief Andrew Heger answered that they advocate for AED installation in public settings, but it is not a code requirement. PUBLIC HEARINGS. 1. Resolution #2025-XX: Approve Vacating a Portion of the Public Right-of-Way of Dogwood Road Charlie Howley, Public Works Director, reviewed the history of the right-of-way as dedicated in the Plats of Zimmerman Farm 1st Addition and Sunset Hill on Lake Minnewashta. He stated that they would be vacating a portion of the public right-of-way to clean up the excess right-of-way along Dogwood Road. He explained who would get each portion of the easement that they were vacating. He stated that he received one comment from a resident who was concerned about his driveway ownership. Mr. Howley answered that his driveway would stay, as the driveway easement would get established after they moved forward with the vacation. Councilmember Kimber asked about the driveway connection for lot number five. Mr. Howley answered that there was no driveway, as there was no house on lot number five. He said it would 17 City Council Minutes – October 13, 2025 4 be a question on how it would be established, but he stated that he understood the neighbors would quit-claim deed it over. Andrea McDowell-Poehler, City Attorney, answered that it could be a problem, and the city would want to condition this on an easement being granted for a driveway or condition the approval of the vacation on the conveyance of the properties to the west. Mr. Howley said that there might need to be a condition that the owners on lot three the Arbors, would grant an easement for the driveway for the property owners on the Getsch Addition. Ms. McDowell-Poehler said that they could wait on the action or add a condition to the other properties requesting an easement. Mr. Howley clarified that they advised them to hold off on the action. Ms. McDowell-Poehler confirmed this and encouraged him to follow up with the property owners. Eric Maass, Community Development Director, said that the property owners were in attendance if they wanted feedback. Mayor Ryan opened the public hearing. Dan Getsch, Getsch Addition 1, 2, and 3, voiced appreciation for the conversation. He stated that he had conversations with the property owners on the east side. He said the land across the street is not helpful for the other neighbors, but if they did a quit-claim deed, the land would have to go to the mortgage company, and they would have to rewrite the description. He hoped that the city going first would help with the progress of the quit-claim deed with the mortgage lenders. Hal Newell, 7550 Dogwood, asked who would get the property that was being vacated. He voiced concern. He had to put the driveway in because all of the properties were owned by one family, and they had a shared driveway. He was using the shared driveway, but it was not maintained, so he constructed his own driveway on the easement. The neighbors asked to connect to his driveway, but he said no since it was a brick driveway that he laid himself. He said he had a permanent easement but not an exclusive easement, and the neighbors were connected to his driveway. He had been parking at the top of the driveway but was told he could not do that because the Getsch family claimed they owned the property. He stated it was no-man’s land. He did not care who got what property, but he wanted to be able to park at the top of his driveway during inclement weather. Mayor Ryan closed the public hearing. Mayor Ryan stated that they needed to do additional work. She suggested tabling the resolution. She asked if two weeks was enough time. Mr. Howley suggested four weeks just in case they were having a problem getting a survey exhibit determined. 18 City Council Minutes – October 13, 2025 5 Councilmember Kimber moved, Councilmember Schubert seconded that the Chanhassen City Council table Resolution #2025-XX until November 10. All voted in favor, and the motion carried unanimously with a vote of 5 to 0. GENERAL BUSINESS. 1. Ordinance 751: Minnewashta Apartments Rezoning and Site Plan Review (Planning Case 25-11) Eric Maass, Community Development Director, reviewed Planning Case 25-11, which proposed rezoning of a 5.6-acre property to construct a 44-unit multi-family apartment building. He reviewed the communications completed about the project prior to this meeting. He reviewed the zoning designations and stated that the current zoning was not consistent with the Comprehensive Plan. He analyzed the rezoning request and noted that it was compatible with the comprehensive, existing and planned land uses, the zoning ordinance, and it does not tend to or depreciate adjacent properties. He stated that the utilities could provide adequate service. He summarized the site plan review, building location setbacks, parking, tree replacement, landscaping, buffering, lighting, road access, private sewer and water, stormwater best management practice, and renderings. He stated that the staff included a condition to verify that the building height measured aligned with the City Code. Charlie Howley, Public Works Director, discussed the existing conditions of traffic on Highway 41. He reviewed the response to the queuing issue on Highway 7 and Highway 41 and noted that MnDOT is reviewing the traffic operations and could potentially adjust the signal timing. He stated that MnDOT is actively scoping a project to reconfigure the highway at Lake Lucy and Longacres Intersections. He discussed the potential to construct the MMSW Roundabout as long as funding is available. He stated that the City Staff is assembling information to develop funding options and a concept layout for the Lake Lucy Roundabout. He said that Carver County indicated that the Corridor would be a focus area for their LOST money. He reviewed the project merits and noted that the Highway 41 traffic problems are not caused by the apartment project. He stated they wanted to consider the intersection functionality and noted that the temporary traffic signal would help the traffic. He commented that this project enhanced the goal for the roundabout at the school, as they got the easement dedication, the Trouvaille Driveway realignment, stormwater management, water main relocation, and $450,000 in project savings. Josh McKinney, Measure Group, stated that they started working on the project a year ago. He said there was collaboration between the project team and the City Staff to help with minimizing impacts on the Corridor and general communication. Councilmember Schubert stated that the community has been experiencing frustration due to the construction of many apartment buildings. She asked how often the Comprehensive Plan did not match the current zoning and if this was the standard protocol to change the zoning as 19 City Council Minutes – October 13, 2025 6 developments come forward. Mr. Maass responded that it depends on how often the zoning did not match the Comprehensive Plan. He stated that the city sets a comprehensive plan every ten years and they look at the community and guide development based on population, household, and employment growth projections. They look at land available for development and guide it based on policies set by the City Council and commissions. He said that there are not a lot of land use designations that are inconsistent. He responded that they have a variety of housing projects throughout the community, including apartments, townhomes, and detached single- family residential developments. Councilmember Kimber asked for details about the temporary traffic signals. He asked what would happen with the pedestrian crossing for the school. Mr. Howley answered that it would be wood poles with wires with dangling stop lights, but it would not have the concrete foundations. He said that they would design the temporary traffic signals in December and would likely be constructed before July 1, 2026. He thought it would have a pedestrian function. He commented that the existing RRFB pedestrian crossing would be eliminated in this case. Councilmember Kimber asked if the installation would happen in April through June. He asked when the construction was planned for the apartment complex. Mr. McKinney answered that they would coordinate the activities with the City staff for the implementation of the traffic signal, but they estimated they would start construction in April. Councilmember Kimber clarified that the Highway 5 closure happened on July 1. Mr. Howley answered that there were a few separate phases of closure. The phase in April would close Highway 5 at the intersection of Highway 41. He commented in July that they would construct Highway 41 south of Highway 5. Councilmember Kimber said he was at this intersection often, and the whole location is an issue. He discussed that the queuing was extended and dangerous. He expressed concerns since the data was from pandemic-era traffic. He stated he was uncomfortable with the potentially increased traffic. He expressed concerns about the project impacting traffic on Highway 41. He said that the light would help with improvements, but he would feel more comfortable if they could install the light sooner and do an updated traffic study. Mayor Ryan stated that the official public hearing took place on September 16. She stated that they were familiar with a lot of the feedback. She reviewed how the public could ask questions during the meeting. Mayor Ryan opened the public hearing. Rachel Popken, 2460 West 64th Street, stated that the September meeting was postponed, so many neighbors intended to go, but the date change was difficult. She asked that the City Council not approve the project at the time. She commented that she must go into the intersection and wave her arms for her children to be able to cross safely. She encouraged an 20 City Council Minutes – October 13, 2025 7 actual traffic study in a construction situation to be completed. She commented that an R-8 zoning was dense for that location. She expressed concerns about the acoustics in the area and that the residents would get the apartments’ noise pollution. Erin Olson, 2630 Forest Avenue, expressed concerns about the traffic. She stated that the pieces of the zoning were out of place. She said that the apartment building was closest to the park, which did not seem logical. She commented that approximately seven hundred apartment units had been discussed for approval in Chanhassen. She said that the middle school had not addressed the traffic problem. Katherine Fisher, 6461 Oriole Avenue, said that they had over ten cars picking up their kids at the school, and they sped through the neighborhood. She commented that the apartment did not have enough parking for the units, so she expressed concerns about apartment residents parking their cars in her neighborhood. She said that her property would devalue in price and her taxes would likely increase, and she would no longer feel safe in her neighborhood. Craig Popken, 2460 West 64th Street, expressed gratitude for the presentation from the City staff. He said that the traffic was bad at off-peak hours. He asked what the pedestrian plan would be if a roundabout was installed. Don Dueffert, 2451 West 64th Street, said he could not imagine what his relatives would say if they saw Chanhassen today. He commented that Chanhassen was one large sidewalk. He said he moved to the neighborhood because they thought it was a nice area of Chanhassen. He stated that they previously had a farm by Lake Susan, and the location is now apartments and townhomes. Kelly Peterson, 2444 West 64th Street, agreed with the previous comments. She said they have lived at the property since 2003. She said there were traffic concerns on Highway 41 and Highway 7. She stated that a lot of cars come into their neighborhood because of the school pickup. She was worried that there would be additional issues with their street repair. John Gilbert, 1641 Jeurissen Lane, commented that he did not live near the proposed project, but he lives near Avienda, where four hundred apartments were being installed. He complimented the city on its completed traffic study and said that a good traffic study often leads to reliable results. He said that the processes that the city went through did seem to work. He asked if they said no to this project, does that remove opportunities for other developers. Aleksey Kerbel, 2061 Melody Hill Road, stated that a normal traffic light would not accommodate guards walking students across the street. He said that there were no places for those cars dropping students off to park. He said that they were talking about approving something that would have a huge implication a few years away, when they do not have a true study completed. He said once wetlands were impacted, there was no return. He stated that they had no wetland data. He stated that the plan had a lot of studies or pieces in progress, so he encouraged them to slow down. 21 City Council Minutes – October 13, 2025 8 Luke Steck, 6239 Chaska Road, voiced agreement with other comments. He said that Chaska Road had a lot of pass-through traffic, which was a large concern for small children. He said that there was a difference between an apartment building and single-family homes, so he thought the nearby property values would be negatively impacted. Katie Lahl, 6320 Forest Circle, stated that they would put a temporary light further south and remove the current crosswalk. She said that children would have to go out of their way to get to and from school with the change. She asked how the roundabout would make pedestrian crossing safer. Carrie Miller, 2445 West 64th Street, said that this was not a small zoning request, as R-8 is the most intense density allowed, and that it would be inconsistent with the 2040 Comprehensive Plan. She commented that the roundabout was not a good solution for pedestrian safety. She said that there would be no traffic signals for cars to stop in a roundabout for pedestrians. She encouraged them to deny the R-8 request. Devin Scheer, 2461 West 64th Street, supported his neighbors’ comments. He stated that his property is right next to the proposed apartment. He asked how this would impact his property value and what residents were asking for all these apartments. He said that their neighborhood had a lot of wildlife, and voiced concerns about running out of room for wild animals to roam free. A resident said that everyone here involved with the city should go up to Highway 41 at 4:00 p.m. and try to use the crosswalk. Annette Dueffert, 2451 West 64th Street, said that they bought a house on the cul-de-sac, which was nice. They had a pleasant view of the trees and enjoyed seeing the children. She stated that the apartment complex would impact their view from their front yard. Mayor Ryan closed the Public Hearing. Mayor Ryan asked Mr. Howley to expand on the roundabout. Mr. Howley said that the roundabout could be constructed in 2028 because of the detours and traffic already planned on the roadways. He said it was a single-lane roundabout, and at every quadrant, there would be a signed and striped pedestrian crossing with RRFPs. He stated that a pedestrian would only be crossing one leg of traffic at any point. He said that the speed of cars going through the roundabout was a safety improvement and that cars would have a better reaction time. He stated that the data proved that crossing at roundabouts was safer. Mayor Ryan said that they have been talking about roundabouts in the city for multiple years. She said that information was for the residents, as the City Council has asked similar questions previously. She asked about the movement of the temporary light and the removal of the 22 City Council Minutes – October 13, 2025 9 crosswalk to the north, and where children would cross safely. Mr. Howley responded that kids could cross at the temporary signal. He said that drivers would generally stop at a red light before they stop at an RRFP, so the temporary light would be an improved crossing and would be further south by a couple of hundred feet. Mayor Ryan stated that one question was about wetlands and drainage, and that they passed through the information quickly. She asked about the difference between a preliminary plat and a final plat in terms of wetlands. Mr. Howley answered that there was a wetland on site in the southwest corner. He said that the developer would have to complete a wetland delineation and then go through the TEP panel to discuss the wetland marking, type, and buffers. He stated that the wetland had been delineated and they are not building anything on the wetland on the property. He said that the developer submitted for watershed approval, and they received routine comments from the watershed district. Mr. Maass said that the project did not include a preliminary plat or a final plat, as it was not a subdivision. He said that the applicant would have to enter into a site plan review with the city. Mayor Ryan discussed why the city is allowing apartments. She said that the city did not go out seeking apartments or developments, and that Chanhassen is a desirable place to live and do business. She stated that they did not set a maximum number of apartment buildings that could be built in Chanhassen. She said that the developer is doing market research to see if people would want to live in the area. She commented that the city addresses zoning and variances. She stated that there was a mix of commercial, industrial, multi-family homes, and single-family homes, which helps diversify the tax base. Councilmember Kimber said that a comment claimed this was inconsistent with the 2040 Comprehensive Plan. Mr. Maass responded that the property was guided for medium-density residential for almost twenty years. Councilmember McDonald stated that this was a quasi-judicial decision by the City Council if certain criteria were met. Mr. Maass answered that they had some level of discretion over which zoning district fit into the property, but the staff assessed whether the zoning district proposed, and the site plan fit. Councilmember McDonald asked if they were entitled to the rezoning. Ms. McDowell-Poehler responded that the rezoning was a legislative decision, so they had discretion to choose specific zoning that meets the Comprehensive Plan guidance. She said that the reason to deny the rezoning would have to be logistical. She said that the City Council could determine that a different zoning consistent with the Comprehensive Plan would be more appropriate. Mayor Ryan asked about the traffic study. She said this project would not solve the Highway 41 Corridor traffic issues. She stated that parking in the neighborhoods near MMW had been an issue previously. She commented that they shared the parking concerns with the superintendent 23 City Council Minutes – October 13, 2025 10 and the middle school. She said that three of the five City Council members had children go to MMF, so they were familiar with the traffic concerns. She asked why there had not been a traffic study that had taken place in an appropriate time frame for the project. Mr. Howley responded that the current traffic patterns are skewed and temporary. He said that if they used today’s traffic volumes from today and a couple of years ago, the net result would be the same. He discussed the level of service and the grades, which addressed the intersection itself and how cars operated. He stated that the temporary signal would help the intersection itself. Mayor Ryan said that the traffic study would help identify problems with the north-south traffic. She asked about the forty-four units having an impact on the functionality of the intersection. Mayor Ryan asked the developer about the designation of R-8 or R-4. She stated that the density and the height of the building was a concern to residents. She asked if they looked at an R-4 designation or less units. Mr. McKinney answered that they originally considered townhomes, but that the further you get away from the intersection at Highway 41, you would need to use a lift station to serve the bulk of the site. He said that the lift station was cost prohibitive. He asked if they could do a different project and connect to Oriel Avenue, but the grades proved to be cost-prohibitive. He said that they were trying to figure out ways to work with the city, but a lower number of units would not make the project financially feasible. Councilmember Kimber said the R-8 did follow the Comprehensive Plan. He asked what else would happen to the land. Ms. McDowell-Poehler said that there were other zoning districts permitted in the Comprehensive Plan. Mayor Ryan asked about lower-density development on the site. Councilmember Kimber said he heard them say that the Highway 5 project would close northbound Highway 41. He asked if that would allow for the construction of the roundabout. Mr. Howley answered that they could not construct a roundabout when school was in session. He said that Highway 5 staging was set. Councilmember Kimber said that the school removed the left turn lane from the school, which improved the traffic. He thought that the roundabout would fix the traffic. He recognized that a lot of people use Chaska Road as the go-around. He said he would like to look at a current traffic study. He said that the current traffic at the intersection was an F, and he did not feel comfortable with the improvement to an E. He would not be supporting the project because of the traffic patterns. Councilmember von Oven said that he would be upset if he lived in the area, he would be upset that he could not walk across the street to MMW. He said that preventing a legal owner of a piece of land from building something on their property is not right because the road is not fixed. He thought that the project would open the door to the roundabout. He stated he would support the project. 24 City Council Minutes – October 13, 2025 11 Councilmember McDonald believed that the city did not control private property rights. He said that Mr. Kinglehutz’s relatives started the construction of the town when they subdivided their farm. He said that they cannot stop growth, as people have the right to build unless the city has a strong reason to stop the development. Councilmember Schubert said she understood the residents’ concerns deeply. She had multiple empty lots near her home, but it is now built up. She said that the city had learned a lot with development when considering the next Comprehensive Plan, but the property owners had a right to do with their property what they see fit if it fits with the City Code. Mayor Ryan said she lived in the area and had two kids that went to MMW. She said she was on City Council when the former principal of MMW requested a roundabout on Highway 41 in 2019. She said that they had conversations with the school district about the traffic issues, and the school also needed to address the traffic internally. She stated that the school district was supportive of the apartment. She said that they commonly hear from residents that they do not like development and do not want nature displaced, but the City Council has to follow the City Code to determine what they can approve and deny. She said that the development was within their land-use rights. She stated they had to determine the traffic based on the intersection where the apartment was constructed. She said that she had concerns with Highway 41 and Highway 5. She did not feel comfortable denying the application when there was no legal basis. She asked the City staff to work diligently to emphasize traffic safety with MnDOT. She encouraged the developer to address the concerns of the residents to see if they could improve upon the presented plan. Councilmember McDonald moved, Councilmember von Oven seconded that the Chanhassen City Council adopts the attached ordinance rezoning the subject property and approving the site plan for construction of a 44-unit apartment building, subject to the conditions of the approval, and adopts the attached Findings of Fact and Decision . All voted in favor, and the motion carried unanimously with a vote of 4 to 1. Councilmember Kimber voted nay. COUNCIL PRESENTATIONS. None. ADMINISTRATIVE PRESENTATIONS. None. CORRESPONDENCE DISCUSSION. None. Councilmember Schubert moved, Councilmember Kimber seconded to adjourn the meeting. All voted in favor, and the motion carried unanimously with a vote of 5 to 0. The City Council meeting was adjourned at 9:54 p.m. Submitted by Laurie Hokkanen 25 City Council Minutes – October 13, 2025 12 City Manager Prepared by Jenny Potter City Clerk 26 City Council Item October 27, 2025 Item Approve City Council Work Session Minutes dated October 13, 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 October 13, 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 October 13, 2025. 27 ATTACHMENTS City Council Work Session minutes dated October 13, 2025 28 1 CHANHASSEN CITY COUNCIL WORK SESSION MINUTES October 13, 2025 Mayor Ryan called the work session to order at 5:30 p.m. COUNCIL MEMBERS PRESENT: Mayor Ryan, Councilmember McDonald, Councilmember von Oven, Councilmember Kimber, Councilmember Schubert COUNCIL MEMBERS ABSENT: STAFF PRESENT: Laurie Hokkanen, City Manager; Matt Unmacht, Assistant City Manager; Charlie Howley, Public Works Director/City Engineer; Eric Maas, Planning Director; Patrick Gavin, Communications Manager; Jenny Potter, City Clerk; Joe Seidl, Water Resources Engineer; Andrew Hegar, Fire Chief; Kelly Grinnell, Finance Director PUBLIC PRESENT: Lake Minnewashta Slow-No Wake Elevation Charlie Howley, Public Works Director/City Engineer, and Joe Seidl, Water Resource Engineer, gave a presentation regarding raising the slow-no wake elevation. Mr. Seidl reported that although staff did not support raising it to the 100-year flood elevation, noting it could expose the shoreline to damage during extreme high-water conditions, there are several options for modification of the current code. Mr. Howley noted that a flood elevation represents a major event involving infrastructure risk and is not typically considered just high water. The City Council members agreed the current 945.0 elevation appears to be too low to provide reasonable use of the lake but were also not interested in going up to the 100-year flood elevation. The Council supported exploring an adjustment to 945.3 feet, which staff will review further and bring back for additional discussion if this elevation proves to be unwarranted. The City Council also unanimously showed comfort with reducing the waiting period from three days to one, which would apply to all lakes in the city with Slow-No Wake restrictions. Fire Department Staffing Discussion Andrew Hegar, Fire Chief, provided updated data showing that emergency call volumes have nearly quadrupled over the past decade, climbing from 621 calls in 2014 to more than 2,400 expected by 2029. While demand has grown, staffing has not kept pace—placing strain on both full-time and paid-on-call firefighters and creating challenges with overtime, shift coverage and timely response to multiple incidents. 29 City Council Work Session Minutes – October 13, 2025 2 To address these concerns, the department is evaluating options for both short- and long-term solutions. Near-term goals (2027 and beyond) include adding three full-time positions to ensure a minimum four-person crew on duty, pursuing a federal SAFER grant to help fund staffing and working with law enforcement to share certain medical lift assists. Mid-term priorities include enhancing data analytics, developing a standards-of-cover plan and completing a facility plan to address space and safety needs. The department’s existing fire station is at capacity and cannot accommodate additional staff as is. Mayor Ryan recessed the work session at 6:48 P.M. Mayor Ryan reconvened the work session at 9:58 P.M. Fire Department Staffing Discussion - continued Chief Heger emphasized that current staffing levels will not meet future service demands and that additional planning will be needed to maintain Chanhassen’s high standard of emergency response as the city continues to grow and its population ages. The Council provided feedback and will revisit the topic later this year or early 2026 when results from the Fire Department facility assessment are available. Mayor Ryan adjourned the work session at 10:49 P.M. Submitted by Laurie Hokkanen City Manager Prepared by Jenny Potter City Clerk 30 City Council Item October 27, 2025 Item Approve Special City Council Meeting Minutes dated October 20, 2025 File No.Item No: D.3 Agenda Section CONSENT AGENDA Prepared By Jenny Potter, City Clerk Reviewed By SUGGESTED ACTION "The Chanhassen City Council approves the Special City Council Meeting Minutes dated October 20, 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 Special City Council Meeting Minutes dated October 20, 2025. 31 ATTACHMENTS Special City Council Meeting Minutes dated October 20, 2025 32 1 CHANHASSEN CITY COUNCIL SPECIAL MEETING MINUTES October 20, 2025 Mayor Ryan called the Special Meeting to order at 12:00 p.m. The meeting was opened with the Pledge of Allegiance. COUNCIL MEMBERS PRESENT: Mayor Ryan, Councilmember Kimber, Councilmember McDonald, Councilmember Schubert COUNCIL MEMBERS ABSENT: Councilmember von Oven STAFF PRESENT: Laurie Hokkanen, City Manager, Matt Unmacht, Assistant City Manager, Patrick Gavin, Communications Manager; Eric Maass, Community Development Director; Jenny Potter, City Clerk PUBLIC PRESENT: General Business: 1. Approve Agreements for Avienda Apartments (Planning Project 2025-08) Eric Maass, Community Development Director, presented the agreements, which included provisions for parking deferment, public pedestrian trail access, private roadway and sidewalk encroachments, and several temporary construction and drainage easements related to stormwater and regional pond improvements. The agreements also outlined ongoing maintenance responsibilities and established the city’s role as a third-party beneficiary where applicable. The City Council discussed parking, especially the project’s approved deferment of 93 spaces, allowing 633 to be built initially instead of the 726 required by code. Several council members expressed concerns about visitor parking, future demand, and the process for determining when additional spaces might be needed. Mr. Maass clarified that the deferment aligns with city code and past practices, that parking will be monitored over time, and that the city retains full authority to require more parking if necessary. City Council members noted that while the agreements were consistent with previous approvals, they expressed worries about the potential difficulty of adding parking later, particularly if it means relocating amenities like the dog park or trail. They emphasized the importance of designing the trail layout to minimize future disruption should more parking be required. Councilmember Schubert moved, Councilmember Kimber seconded that the Chanhassen City Council approves the agreements related to the Avienda Apartment development project with minor modifications as may be approved by the City Attorney. All voted in favor, and the motion carried unanimously with a vote of 4 to 0. 33 City Council Special Meeting Minutes – October 20, 2025 2 Councilmember Kimber moved, Councilmember McDonald 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 12:38 p.m. Submitted by Laurie Hokkanen City Manager Prepared by Jenny Potter City Clerk 34 City Council Item October 27, 2025 Item Receive Environmental Commission Minutes dated September 10, 2025 File No.Item No: D.4 Agenda Section CONSENT AGENDA Prepared By Amy Weidman, Senior Admin Support Specialist Reviewed By SUGGESTED ACTION "The Chanhassen City Council receives Environmental Commission Minutes dated September 10, 2025." Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS 35 Environmental Commission Minutes dated September 10, 2025 36 Chanhassen Environmental Commission (EC) 6:00 pm September 10, 2025 Members Present: Scott Grefe, Leslie Elhadi, Billy Cripe, Paget Pengelly, John Stutzman, Glenn Stolar, Tanvi Akuthota Members Absent: Sidney Lindmark Staff Present: Jamie Marsh, Environmental Resource Specialist; Jenny Potter, City Clerk Visitors: Judy Harder Call to Order The meeting was called to order at 6:04 p.m. Oath of Office Jenny Potter, City Clerk, administered the oath of office to Tanvi Akuthota, the new Youth Commissioner. Minutes The commissioners reviewed the meeting minutes from the July 9 meeting. Commissioner Stolar moved to approve the minutes as amended, and Commissioner Pengelly seconded. The motion carried 7-0. Discussion Items 1. Introduction and Review 2025 Onboarding Information Jamie Marsh, Environmental Resource Specialist, discussed that the Environmental Commission’s main focus is educational opportunities for the community. Chair Grefe shared that they follow Roberts’ Rules of Order loosely, as this is an informal setting. The Commission must have a quorum to hold an official meeting. The Environmental Commission meets monthly in addition to hosting community events. Events include Environmental Trivia, Environmental Academy events in partnership with Carver County, an annual Arbor Day tree planting at a city park, and the Business Expo during the 4th of July festival. 2. Environmental Academy Updates The Academy is underway for 2025. Commissioners Stolar and Elhadi attended the first event at the Minnesota Landscape Arboretum, which discussed plant rescue. The plant rescue team 37 focuses on relocating and propagating endangered plants during development. The Commission discussed the upcoming Highway 5 roadwork. Commissioner Pengelly will attend the second session of the Environmental Academy at Camp Fire MN as a representative of the Environmental Commission. The third session will be held in the new city hall to teach about recycling. Chair Grefe will attend this event. Commissioners Elhadi and Stutzman plan to represent the commission, and possibly Chair Grefe, when the Academy tours the new Dakota Prairie Composting event in October. Ms. Marsh says the new technology used at the new composting facility is very interesting. The remaining events will be discussed at the October meeting. 3. Environmental Trivia Night The next trivia night is scheduled for Thursday, October 9 at Hackamore Brewing at 7 p.m. The commissioners discussed the trivia categories, divvied up the question writing and signed up for trivia night duties. The Commissioners shared details with Youth Commissioner Akuthota on how trivia nights run. Hackamore has confirmed the date. The Commission discussed a few ideas to ensure a smooth event, such as an additional display screen, reserved tables and scheduling a dry run for the technology. The Commissioners discussed prizes for the trivia winners. 4. Heritage Tree Ordinance Update Ms. Marsh is working on a tree preservation ordinance. She will present to the City Council at a work session in September. The potential code change would define a heritage tree based on species and DBH, which refers to the diameter, and would also incentivize the preservation of heritage trees. The Commission discussed the effects this could have had on previous developments had it been in place. The Commission expressed interest in receiving an update on this potential ordinance at the October meeting. Upcoming Items and Events Adjournment Commissioner Stutzman moved to adjourn the meeting. The commission voted 7-0, and the meeting adjourned at 7:30 p.m. Minutes prepared by Amy Weidman, Senior Administrative Support Specialist Minutes Submitted by Jamie Marsh, Environmental Resource Specialist 38 City Council Item October 27, 2025 Item Receive Economic Development Commission Minutes File No.Item No: D.5 Agenda Section CONSENT AGENDA Prepared By Amy Weidman, Senior Admin Support Specialist Reviewed By SUGGESTED ACTION "The Chanhassen City Council receives the Economic Development Commission Minutes dated July 8, 2025 and September 16, 2025." Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS 39 07-08-2025 EDC Minutes 09-16-2025 EDC Minutes 40 CHANHASSEN ECONOMIC DEVELOPMENT COMMISSION REGULAR MEETING JULY 8, 2025 Samantha DiMaggio called the meeting to order at 5:33 p.m. MEMBERS PRESENT: Eric Anderson, David Benedict, Nick Gardino, John Kroll MEMBERS ABSENT: Luke Bame STAFF PRESENT: Samantha DiMaggio, Economic Development Manager PUBLIC PRESENT: APPROVAL OF AGENDA: APPROVE ECONOMIC DEVELOPMENT COMMISSION AGENDA DATED JULY 8, 2025 Commissioner Kroll moved, and Commissioner Benedict seconded to approve the Agenda of the Economic Development Commission meeting dated July 8, 2025, as presented. All voted in favor, and the motion was carried unanimously with a vote of 4 to 0. APPROVAL OF MINUTES: APPROVE ECONOMIC DEVELOPMENT COMMISSION MINUTES DATED JUNE 10, 2025 Commissioner Benedict moved, and Commissioner Kroll seconded to approve the Minutes of the Economic Development Commission meeting dated June 10, 2025, as presented. All voted in favor, and the motion was carried unanimously with a vote of 4 to 0. VISITOR PRESENTATIONS: Tamara Kangas Erickson, President and Artistic Director, and Joel Rainville, Director of Marketing and Sales – Chanhassen Dinner Theatres DISCUSSION/GENERAL BUSINESS ITEMS: ADJOURNMENT: Commissioner Benedict moved, and Commissioner Kroll seconded to adjourn the meeting. All voted in favor, and the motion was carried unanimously with a vote of 4 to 0. The Economic Development Commission meeting was adjourned at 6:10 p.m. Submitted by Samantha DiMaggio Economic Development Manager 41 CHANHASSEN ECONOMIC DEVELOPMENT COMMISSION REGULAR MEETING SEPTEMBER 16, 2025 Samantha DiMaggio called the meeting to order at 5:41 p.m. MEMBERS PRESENT: Eric Anderson, David Benedict, Nick Gardino, John Kroll, Luke Bame MEMBERS ABSENT: STAFF PRESENT: Samantha DiMaggio, Economic Development Manager PUBLIC PRESENT: APPROVAL OF AGENDA: APPROVE ECONOMIC DEVELOPMENT COMMISSION AGENDA DATED SEPTEMBER 16, 2025 Commissioner Bame moved, and Commissioner Gardino seconded to approve the Agenda of the Economic Development Commission meeting dated September 16, 2025, as presented. All voted in favor, and the motion was carried unanimously with a vote of 5 to 0. APPROVAL OF MINUTES: APPROVE ECONOMIC DEVELOPMENT COMMISSION MINUTES DATED JULY 8, 2025 Commissioner Kroll moved, and Commissioner Gardino seconded to approve the Minutes of the Economic Development Commission meeting dated July 8, 2025, as presented. All voted in favor, and the motion was carried unanimously with a vote of 5 to 0. VISITOR PRESENTATIONS: Lisa Wadsen, Senior Estate Manager – Kwik Trip DISCUSSION/GENERAL BUSINESS ITEMS: ADJOURNMENT: Commissioner Benedict moved, and Commissioner Kroll seconded to adjourn the meeting. All voted in favor, and the motion was carried unanimously with a vote of 5 to 0. The Economic Development Commission meeting was adjourned at 7:04 p.m. Submitted by Samantha DiMaggio Economic Development Manager 42 City Council Item October 27, 2025 Item Approve Claims Paid dated October 27, 2025 File No.Item No: D.6 Agenda Section CONSENT AGENDA Prepared By Danielle Washburn, Assistant Finance Director Reviewed By Kelly Grinnell SUGGESTED ACTION "The Chanhassen City Council Approves Claims Paid dated October 27, 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 October 27, 2025: Total Claims $1,510,377.94 BUDGET RECOMMENDATION 43 ATTACHMENTS Payment Summary Payment Detail 44 Accounts Payable Checks by Date - Summary Vendor Name Check Date Void Checks Check Amount All Security 07/16/2025 0.00 33.96 Amazon 07/16/2025 0.00 4,743.68 Association of MN Emergency Managers 07/16/2025 0.00 200.00 Astleford International 07/16/2025 0.00 34.03 Bitly, Inc 07/16/2025 0.00 35.00 Blue Card Command 07/16/2025 0.00 830.00 Browns Tire And Auto 07/16/2025 0.00 54.44 Canva 07/16/2025 0.00 119.99 Carver County Historical Society 07/16/2025 0.00 25.00 Chat GPT 07/16/2025 0.00 20.00 Chipotle Mexican Grill 07/16/2025 0.00 188.24 Crisp & Green 07/16/2025 0.00 225.91 Cub Foods 07/16/2025 0.00 118.52 Dell 07/16/2025 0.00 5,002.98 Delta Airlines 07/16/2025 0.00 718.97 Domino's Pizza 07/16/2025 0.00 243.35 EasyKeys.com 07/16/2025 0.00 203.69 ECM Publishers Inc 07/16/2025 0.00 72.00 Expedia 07/16/2025 0.00 715.16 Facebook 07/16/2025 0.00 119.97 Fastenal Company 07/16/2025 0.00 190.13 FF Manufacturing Inc 07/16/2025 0.00 161.30 Gertens 07/16/2025 0.00 2,315.60 Government Finance Officers Association 07/16/2025 0.00 530.00 Grainger 07/16/2025 0.00 2,135.95 Hennepin Theatre Trust 07/16/2025 0.00 3,192.00 Home Depot 07/16/2025 0.00 1,944.01 IAFC 07/16/2025 0.00 167.92 ICMA 07/16/2025 0.00 1,200.00 Inn on Lake Superior 07/16/2025 0.00 411.76 Jimmy Johns 07/16/2025 0.00 103.57 JoinHomeBase.Com 07/16/2025 0.00 30.00 Kwik Trip 07/16/2025 0.00 795.77 Lasercrafting 07/16/2025 0.00 13.00 Lightbulbs.com 07/16/2025 0.00 275.76 Med Box Grill 07/16/2025 0.00 135.80 Menards 07/16/2025 0.00 176.75 Merlins Ace Hardware 07/16/2025 0.00 66.39 Metropolitan Council Enviromental Services 07/16/2025 0.00 20,000.00 Michaels 07/16/2025 0.00 32.51 Mizzy's Pizza 07/16/2025 0.00 23.63 Municipal Clerk and Finance Officers 07/16/2025 0.00 50.00 Munivate LLC 07/16/2025 0.00 601.25 National Registry Of EMT 07/16/2025 0.00 104.00 Page 1 of 4 45 Vendor Name Check Date Void Checks Check Amount NetZoom, Inc 07/16/2025 0.00 900.00 NORTH COOP 07/16/2025 0.00 284.88 Northern Tool+Equipment 07/16/2025 0.00 861.83 Northside Grill 07/16/2025 0.00 20.90 Office Max/Office Depot 07/16/2025 0.00 36.78 Pantone 07/16/2025 0.00 89.99 Paramount Center for the arts 07/16/2025 0.00 23.50 Pier B Resort 07/16/2025 0.00 472.62 Pizza Ranch 07/16/2025 0.00 500.02 Postmaster 07/16/2025 0.00 82.70 Pro-Lab Inc 07/16/2025 0.00 80.00 PumpAlarm.com 07/16/2025 0.00 49.99 Rebecca Schueller Training & Consulting 07/16/2025 0.00 110.00 Sir Benedict's 07/16/2025 0.00 48.24 Smartpress.com 07/16/2025 0.00 2,288.10 Stampli 07/16/2025 0.00 1,362.00 Sticker Mule 07/16/2025 0.00 53.35 Sticky Life 07/16/2025 0.00 86.63 Stratoguard, LLC 07/16/2025 0.00 230.56 Tacos Locos 07/16/2025 0.00 26.60 Target 07/16/2025 0.00 566.59 Taylors Tins 07/16/2025 0.00 50.00 The Business Journal 07/16/2025 0.00 210.00 The Garden By The Woods 07/16/2025 0.00 378.68 The O.G. Coffee & Wine Bar 07/16/2025 0.00 16.65 Tono Pizzeria 07/16/2025 0.00 132.83 Trenton Corporation 07/16/2025 0.00 345.16 Twins Ballpark LLC 07/16/2025 0.00 2,026.00 United States Plastics Corporation 07/16/2025 0.00 167.93 US Bank Rebate 07/16/2025 0.00 -3,552.60 USABlueBook 07/16/2025 0.00 453.06 Warners Stellian 07/16/2025 0.00 31,419.81 Zoom 07/16/2025 0.00 104.52 CARVER COUNTY LICENSE CENTER 10/08/2025 0.00 11,018.82 Dalton Collins 10/08/2025 0.00 66.40 GoTo Communications Inc 10/08/2025 0.00 2,811.76 Marco Inc 10/08/2025 0.00 1,110.00 Metronet Holdings, LLC 10/08/2025 0.00 162.76 NOVEL SOLAR THREE, LLC 10/08/2025 0.00 10,563.84 Rahamthunnisa Shaik 10/08/2025 0.00 160.00 XCEL ENERGY INC 10/08/2025 0.00 45,156.77 XCEL ENERGY INC 10/08/2025 0.00 34,157.00 XCEL ENERGY INC 10/08/2025 0.00 23,456.26 Blackstone Contractors, LLC 10/09/2025 0.00 11,980.15 Carver County 10/09/2025 0.00 2,158.51 Cassie Kimes 10/09/2025 0.00 50.00 Charles Cudd Company 10/09/2025 0.00 7,000.00 Cintas Corporation No. 2 10/09/2025 0.00 78.03 CORE & MAIN LP 10/09/2025 0.00 190.00 Denise Smith 10/09/2025 0.00 75.00 Diversified Plumbing and Heating Inc 10/09/2025 0.00 360.00 Dorothy Hautman 10/09/2025 0.00 75.00 Enterprise FM Trust 10/09/2025 0.00 35,473.30 Page 2 of 4 46 Vendor Name Check Date Void Checks Check Amount EROSION PRODUCTS LLC 10/09/2025 0.00 150.00 Ferguson Waterworks #2518 10/09/2025 0.00 13,268.96 Holt Tour and Charter Inc 10/09/2025 0.00 865.00 Jack Vermedahl 10/09/2025 0.00 100.00 JEFFERSON FIRE SAFETY INC 10/09/2025 0.00 4,375.00 Jeffrey King 10/09/2025 0.00 100.00 Juli Al-Hilwani 10/09/2025 0.00 450.00 Kerry Maus 10/09/2025 0.00 420.00 Kimberly Anderson 10/09/2025 0.00 100.00 KIMLEY HORN AND ASSOCIATES INC 10/09/2025 0.00 154,505.84 Lakeside Promotions 10/09/2025 0.00 340.89 Metropolitan Council, Env Svcs 10/09/2025 0.00 7,380.45 Minnesota Pump Works 10/09/2025 0.00 634.00 MN DEPT OF LABOR AND INDUSTRY 10/09/2025 0.00 3,118.29 MTI DISTRIBUTING INC 10/09/2025 0.00 283.19 NAPA AUTO & TRUCK PARTS 10/09/2025 0.00 140.64 NORTHWEST ASPHALT INC 10/09/2025 0.00 441,701.21 Old Republic Surety Group 10/09/2025 0.00 44.00 Pipe Services Corporation 10/09/2025 0.00 33,498.46 PRAIRIE RESTORATIONS INC 10/09/2025 0.00 1,973.00 Rent N Save Portable Services 10/09/2025 0.00 5,451.35 River's Edge Concrete 10/09/2025 0.00 873.50 SIR LINES-A-LOT 10/09/2025 0.00 14,880.00 Spenser Williamson 10/09/2025 0.00 100.00 TOWN & COUNTRY FENCE 10/09/2025 0.00 1,490.00 Waste Management of Minnesota, Inc 10/09/2025 0.00 782.14 William Heiman 10/09/2025 0.00 287.35 WM MUELLER & SONS INC 10/09/2025 0.00 1,008.04 MN DEPT OF HEALTH 10/10/2025 0.00 32.00 Beverly Schroer 10/15/2025 0.00 200.00 Potentia MN Solar 10/15/2025 0.00 8,833.32 Randal Klaers 10/15/2025 0.00 700.00 Thomas Retka 10/15/2025 0.00 450.00 ACTA MN - Chanhassen LLC 10/16/2025 0.00 1,517.40 ALLIED BLACKTOP 10/16/2025 0.00 9,339.78 ARAMARK Refreshment Services, LLC 10/16/2025 0.00 446.14 Ascensus 10/16/2025 0.00 2,100.00 ASPEN MILLS 10/16/2025 0.00 339.90 Beaudry Oil & Service Inc 10/16/2025 0.00 16,369.27 Boarman Kroos Vogel Group Inc 10/16/2025 0.00 200,186.11 CEMSTONE PRODUCTS CO 10/16/2025 0.00 541.50 Charles Cudd Company 10/16/2025 0.00 2,500.00 City of Victoria 10/16/2025 0.00 400.00 Doug Ohman 10/16/2025 0.00 50.00 Earl F Andersen Inc 10/16/2025 0.00 399.00 Echo Data Analytics 10/16/2025 0.00 5,750.00 ECM PUBLISHERS INC 10/16/2025 0.00 76.57 Emergency Technical Decon 10/16/2025 0.00 1,980.00 Engel Water Testing Inc 10/16/2025 0.00 1,120.00 GONYEA HOMES 10/16/2025 0.00 5,000.00 GOPHER STATE ONE-CALL INC 10/16/2025 0.00 1,451.25 Guard Guys, LLC 10/16/2025 0.00 547.95 Health Strategies 10/16/2025 0.00 724.00 Page 3 of 4 47 Vendor Name Check Date Void Checks Check Amount Holton Electric Contractors LLC 10/16/2025 0.00 128.00 Houston Engineering Inc 10/16/2025 0.00 1,016.75 Ideal Service Inc. 10/16/2025 0.00 1,502.50 INDEPENDENT SCHOOL DIST 112 10/16/2025 0.00 14,612.38 Jason Voskuil 10/16/2025 0.00 50.00 Jennifer Xuan Tuyet Doan-Nguyen 10/16/2025 0.00 505.80 Juli Al-Hilwani 10/16/2025 0.00 300.00 KATH FUEL OIL SERVICE 10/16/2025 0.00 325.00 LAKETOWN ELECTRIC CORPORATION 10/16/2025 0.00 2,441.17 Laura Steckler 10/16/2025 0.00 100.00 LYMAN LUMBER 10/16/2025 0.00 1,501.12 Mackenzie Bolinger 10/16/2025 0.00 50.00 Macqueen Emergency Group 10/16/2025 0.00 2,114.57 Melinda Colwell 10/16/2025 0.00 1,440.00 METROPOLITAN COUNCIL 10/16/2025 0.00 241,707.34 Mike Hilgers 10/16/2025 0.00 716.00 MN DEPT OF LABOR AND INDUSTRY 10/16/2025 0.00 25.00 NORTHWESTERN POWER EQUIP CO 10/16/2025 0.00 1,596.75 NvoicePay 10/16/2025 0.00 752.88 Peak Heating and Cooling 10/16/2025 0.00 374.45 Perfection Heating 10/16/2025 0.00 714.73 PRECISE MRM LLC 10/16/2025 0.00 588.00 Premium Waters, Inc 10/16/2025 0.00 56.01 Rent N Save Portable Services 10/16/2025 0.00 119.50 Ryan Vandermeide 10/16/2025 0.00 100.00 Silva Screenprinting & Dist, LLC 10/16/2025 0.00 298.34 Spectrum Screen Printing Inc 10/16/2025 0.00 262.20 SRF CONSULTING GROUP INC 10/16/2025 0.00 183.42 Taylor Electric Company, LLC 10/16/2025 0.00 1,040.00 TimeSaver Off Site Secretarial, Inc 10/16/2025 0.00 678.00 Timothy Remington 10/16/2025 0.00 268.50 Travis Ott 10/16/2025 0.00 505.80 Warning Lites of Minnesota, Inc. 10/16/2025 0.00 602.00 Waste Management of Minnesota, Inc 10/16/2025 0.00 2,002.50 White Cap, LP 10/16/2025 0.00 124.99 WM MUELLER & SONS INC 10/16/2025 0.00 2,066.83 WSB & ASSOCIATES INC 10/16/2025 0.00 5,689.00 ZHEXIN ZHANG 10/16/2025 0.00 50.00 Report Total: 0.00 1,510,377.94 Page 4 of 4 48 AP Check Detail User: dwashburn@chanhassenmn.gov Printed: 10/17/2025 1:02:13 PM Last Name Acct 1 Amount Check Date Description ACTA MN - Chanhassen LLC 101-1538-4343 1,517.40 10/16/2025 Summer TKD Classes 1,517.40 10/16/2025 ACTA MN - Chanhassen LLC 1,517.40 Al-Hilwani Juli 101-1530-4347 300.00 10/9/2025 10 Koestler Al-Hilwani Juli 101-1539-4343 150.00 10/9/2025 PB Lessons 9/6 and 10/5 450.00 10/9/2025 Al-Hilwani Juli 101-1530-4347 300.00 10/16/2025 Blackmum 10 300.00 10/16/2025 Al-Hilwani Juli 750.00 All Security 101-1312-4510 33.96 7/16/2025 Garage sprocket 33.96 7/16/2025 All Security 33.96 ALLIED BLACKTOP 101-1320-4542 6,264.78 10/16/2025 Sealcoat ALLIED BLACKTOP 420-1310-4710 3,075.00 10/16/2025 Trail 9,339.78 10/16/2025 AP - Check Detail (10/17/2025)Page 1 of 37 49 Last Name Acct 1 Amount Check Date Description ALLIED BLACKTOP 9,339.78 Amazon 101-1220-4240 64.99 7/16/2025 Duty Pants Amazon 101-1120-4110 64.56 7/16/2025 City Hall key supplies for Sam D Amazon 101-1160-4310 43.32 7/16/2025 USB C to A adapters for polycom headsets Amazon 101-1160-4530 13.82 7/16/2025 Screen protectors and case for cell phones. Amazon 101-1120-4110 14.99 7/16/2025 Phone Cable Detangler (Rec Center) Amazon 101-1370-4260 19.79 7/16/2025 Refractometer Amazon 101-1160-4132 38.20 7/16/2025 Screen protectors and case for cell phones. Amazon 101-1160-4530 56.40 7/16/2025 Replacement battery Ryan L laptop Amazon 101-1616-4130 222.59 7/16/2025 SkinnyPop/GoogleEyes/Pipe Cleaners/Glue Sticks Amazon 101-1160-4132 39.99 7/16/2025 iPhone case for Josh Hargrove Amazon 101-1220-4165 46.67 7/16/2025 Dishwasher Pods Windex Amazon 101-1120-4110 32.49 7/16/2025 Light Tampons (Restock) Amazon 101-1120-4110 12.24 7/16/2025 Gorilla Tough & Clear Double Sided tape Amazon 101-1530-4130 7.99 7/16/2025 cable straps for cords Amazon 101-1530-4150 88.49 7/16/2025 Towels for Fitness Amazon 700-7019-4150 27.90 7/16/2025 Mini Bolt-Action Pens Amazon 101-1540-4130 -6.99 7/16/2025 Concession Supplies - Gloves (Refund) Amazon 101-1616-4130 183.37 7/16/2025 Soccer Ball/Kid Scissors/SkinnyPop/Popcorn/Balls Amazon 101-1800-4130 44.97 7/16/2025 Foam Balls for t-ball Amazon 101-1530-4150 -16.84 7/16/2025 Refund from damaged soap received/paid in 2020 Amazon 101-1160-4310 36.10 7/16/2025 USB C to A adapters for polycom headsets Amazon 101-1120-4110 34.58 7/16/2025 Cords (Communications Dept) Amazon 101-1160-4207 12.24 7/16/2025 Sewer Televising Access Fee - May Amazon 101-1160-4132 29.99 7/16/2025 Ethernet adapter for Melissa's laptop Amazon 101-1320-4120 17.64 7/16/2025 Hour meter Amazon 101-1160-4310 110.88 7/16/2025 Polycom E100 wall mount brackets Amazon 700-7043-4120 34.96 7/16/2025 WWTP maint materials - hammer drill Amazon 101-1170-4110 445.78 7/16/2025 Park & Rec printer Toner and on hand laptop bag Amazon 700-0000-4705 449.00 7/16/2025 Replacement ipad with cellular utilities. Amazon 101-1120-4110 31.44 7/16/2025 Receipt Paper and Hand Soap Amazon 101-1616-4130 72.95 7/16/2025 Plastic Folders Name Tag Badge Holders Amazon 101-1160-4133 849.95 7/16/2025 Polycom E550 ip phones Amazon 101-1160-4132 37.99 7/16/2025 Park & Rec printer Toner and on hand laptop bag Amazon 101-1220-4142 57.91 7/16/2025 Containers for Floor Dry Amazon 101-1312-4510 224.95 7/16/2025 Liftmaster replacement output shaft Amazon 101-1160-4132 24.33 7/16/2025 iPad charging cables Amazon 101-1616-4130 36.76 7/16/2025 Assorted Fruit Snacks Amazon 101-1220-4240 64.34 7/16/2025 Duty Pants Amazon 700-7019-4150 73.83 7/16/2025 EWTP Disposable Gloves Amazon 700-7019-4150 80.41 7/16/2025 EWTP Spiral Notebook Screwdriver Set AP - Check Detail (10/17/2025)Page 2 of 37 50 Last Name Acct 1 Amount Check Date Description Amazon 700-7043-4510 23.98 7/16/2025 WWTP Glove Holder for Wall Mount Amazon 700-0000-4705 349.00 7/16/2025 Replacement ipad utilities Amazon 101-1120-4110 12.95 7/16/2025 Key Rings (Sam) Amazon 720-0000-4260 169.52 7/16/2025 Equipment for pond inspections-Ryan and Intern Amazon 700-7043-4160 82.99 7/16/2025 WWTP Absorbent pads Amazon 101-1120-4112 14.45 7/16/2025 Chai Tea (Sam's Request) Front Desk Amazon 101-1160-4310 96.87 7/16/2025 Poly E100 Phone Wall Mount Kit (3) Amazon 101-1120-4112 33.95 7/16/2025 Flavored Coffee (Front Desk Keurig) Amazon 700-0000-4550 189.99 7/16/2025 Dehumidifier Amazon 101-1540-4130 23.97 7/16/2025 Concession Supplies - Gloves Amazon 101-1616-4130 11.15 7/16/2025 First Aid Sting Relief Swabs Amazon 101-1220-4165 9.89 7/16/2025 Cleaning Supplies - Sponge heads 4,743.68 7/16/2025 Amazon 4,743.68 Anderson Kimberly 700-7204-4901 100.00 10/9/2025 Water Wise Rebate- Dishwasher 100.00 10/9/2025 Anderson Kimberly 100.00 ARAMARK Refreshment Services, LLC 101-1120-4113 231.76 10/16/2025 Lime Mint + Electrolyte Boost Concentrate ARAMARK Refreshment Services, LLC 101-1120-4113 105.00 10/16/2025 Bevi Rental Fee ARAMARK Refreshment Services, LLC 101-1120-4113 109.38 10/16/2025 Strawberry Lemongrass Concentrate 446.14 10/16/2025 ARAMARK Refreshment Services, LLC 446.14 Ascensus 101-1130-4301 2,100.00 10/16/2025 FYE 2024 GASB report 2,100.00 10/16/2025 Ascensus 2,100.00 ASPEN MILLS 101-1220-4240 63.85 10/16/2025 Uniform Items ASPEN MILLS 101-1220-4240 276.05 10/16/2025 Class A uniform supplies AP - Check Detail (10/17/2025)Page 3 of 37 51 Last Name Acct 1 Amount Check Date Description 339.90 10/16/2025 ASPEN MILLS 339.90 Association of MN Emergency Managers 101-1220-4360 200.00 7/16/2025 AMEM annual dues-Heger 200.00 7/16/2025 Association of MN Emergency Managers 200.00 Astleford International 101-1320-4120 34.03 7/16/2025 Air compressor hose 34.03 7/16/2025 Astleford International 34.03 Beaudry Oil & Service Inc 101-1370-4170 16,369.27 10/16/2025 fuel 16,369.27 10/16/2025 Beaudry Oil & Service Inc 16,369.27 Bitly, Inc 101-1125-4229 35.00 7/16/2025 Bitly subscription 35.00 7/16/2025 Bitly, Inc 35.00 Blackstone Contractors, LLC 720-7025-4751 11,980.15 10/9/2025 2023 Pond Project 11,980.15 10/9/2025 Blackstone Contractors, LLC 11,980.15 Blue Card Command 101-1220-4370 830.00 7/16/2025 Hazard zone conference registration-Heger AP - Check Detail (10/17/2025)Page 4 of 37 52 Last Name Acct 1 Amount Check Date Description 830.00 7/16/2025 Blue Card Command 830.00 Boarman Kroos Vogel Group Inc 416-0000-4300 200,186.11 10/16/2025 Chan Bluffs A/E Services 200,186.11 10/16/2025 Boarman Kroos Vogel Group Inc 200,186.11 Bolinger Mackenzie 700-7204-4901 50.00 10/16/2025 Water Wise Rebate- Toilet 50.00 10/16/2025 Bolinger Mackenzie 50.00 Browns Tire And Auto 101-1320-4150 54.44 7/16/2025 LP 54.44 7/16/2025 Browns Tire And Auto 54.44 Canva 101-1125-4229 119.99 7/16/2025 Canva subscription 119.99 7/16/2025 Canva 119.99 Carver County 101-1160-4359 30.51 10/9/2025 LC Per MN Statute 471.425 Carver County 101-1160-4326 700.00 10/9/2025 Carverlink Internet & Dark Fiber Carver County 700-1160-4326 750.00 10/9/2025 Dark Fiber Utility Locations Carver County 101-1160-4234 678.00 10/9/2025 Pictometry Yr 2 of 3 2,158.51 10/9/2025 AP - Check Detail (10/17/2025)Page 5 of 37 53 Last Name Acct 1 Amount Check Date Description Carver County 2,158.51 Carver County Historical Society 101-1560-4343 25.00 7/16/2025 Speaker fee -Carver Co Historical Society 25.00 7/16/2025 Carver County Historical Society 25.00 CARVER COUNTY LICENSE CENTER 400-4152-4704 11,018.82 10/8/2025 license and registration # 103 11,018.82 10/8/2025 CARVER COUNTY LICENSE CENTER 11,018.82 CEMSTONE PRODUCTS CO 101-1320-4157 541.50 10/16/2025 concrete stormwater repair golden ct 541.50 10/16/2025 CEMSTONE PRODUCTS CO 541.50 Charles Cudd Company 101-0000-2073 1,000.00 10/9/2025 Erosion escrow 9164 Mills Dr #642841 Charles Cudd Company 101-0000-2073 1,500.00 10/9/2025 Erosion escrow 1540 Avienda Ln #587121 Charles Cudd Company 101-0000-2073 1,500.00 10/9/2025 Erosion escrow 1510 Avienda Ln #632421 Charles Cudd Company 101-0000-2073 1,500.00 10/9/2025 Erosion escrow 9174 Mills Dr #605718 Charles Cudd Company 101-0000-2073 1,500.00 10/9/2025 Erosion escrow 1530 Avienda Ln #607811 7,000.00 10/9/2025 Charles Cudd Company 101-0000-2072 2,500.00 10/16/2025 As Built Escrow 9194 Mills Dr #632426 2,500.00 10/16/2025 Charles Cudd Company 9,500.00 Chat GPT 101-1120-4360 20.00 7/16/2025 ChatGPt monthly subscription 20.00 7/16/2025 AP - Check Detail (10/17/2025)Page 6 of 37 54 Last Name Acct 1 Amount Check Date Description Chat GPT 20.00 Chipotle Mexican Grill 101-1616-4130 188.24 7/16/2025 Summer Discovery staff training meal 188.24 7/16/2025 Chipotle Mexican Grill 188.24 Cintas Corporation No. 2 101-1312-4510 78.03 10/9/2025 safety 78.03 10/9/2025 Cintas Corporation No. 2 78.03 City of Victoria 101-1250-4300 400.00 10/16/2025 State delegated inspection services per JPA 400.00 10/16/2025 City of Victoria 400.00 Collins Dalton 101-1320-4360 66.40 10/8/2025 commercial class A CDL 66.40 10/8/2025 Collins Dalton 66.40 Colwell Melinda 101-1560-4343 1,440.00 10/16/2025 Mah Jongg instructor fees 1,440.00 10/16/2025 Colwell Melinda 1,440.00 CORE & MAIN LP 700-0000-4260 190.00 10/9/2025 socket 190.00 10/9/2025 AP - Check Detail (10/17/2025)Page 7 of 37 55 Last Name Acct 1 Amount Check Date Description CORE & MAIN LP 190.00 Crisp & Green 101-1110-4372 225.91 7/16/2025 City Council Meal 225.91 7/16/2025 Crisp & Green 225.91 Cub Foods 101-1560-4130 43.95 7/16/2025 Commission on Aging - Memorial Day Table supplies Cub Foods 101-1540-4130 20.34 7/16/2025 Concession Supplies - Hot Dog Buns Cub Foods 101-1560-4112 54.23 7/16/2025 Driver Safety Class snacks and coffee/ice 118.52 7/16/2025 Cub Foods 118.52 Dell 101-1160-4131 4,878.74 7/16/2025 Rick & Melissa new laptops Dell 101-1160-4132 124.24 7/16/2025 On hand laptop power chargers 5,002.98 7/16/2025 Dell 5,002.98 Delta Airlines 101-1220-4381 718.97 7/16/2025 Nutter flight to Hazard Zone Conf 718.97 7/16/2025 Delta Airlines 718.97 Diversified Plumbing and Heating Inc 701-0000-4551 360.00 10/9/2025 Drain Clearing @ Public side of 750 Carver Beach Rd 360.00 10/9/2025 Diversified Plumbing and Heating Inc 360.00 Domino's Pizza 101-1616-4130 95.69 7/16/2025 Staff and volunteer training dinner Domino's Pizza 101-1120-4300 147.66 7/16/2025 Dinner for Fire Captain interview panel AP - Check Detail (10/17/2025)Page 8 of 37 56 Last Name Acct 1 Amount Check Date Description 243.35 7/16/2025 Domino's Pizza 243.35 Earl F Andersen Inc 101-1550-4560 399.00 10/16/2025 Trail signs (replacements/restock) 399.00 10/16/2025 Earl F Andersen Inc 399.00 EasyKeys.com 101-1120-4110 203.69 7/16/2025 Desk Keys 203.69 7/16/2025 EasyKeys.com 203.69 Echo Data Analytics 101-1220-4237 5,750.00 10/16/2025 Fire incident data analytics platform renewal 5,750.00 10/16/2025 Echo Data Analytics 5,750.00 ECM Publishers Inc 101-1120-4360 72.00 7/16/2025 City Subscription to Sun Sailor Newspaper 72.00 7/16/2025 ECM PUBLISHERS INC 101-1120-4336 36.27 10/16/2025 Publication of PH Notice Accessory Structure ECM PUBLISHERS INC 101-1420-4336 40.30 10/16/2025 Affidavit of Publication Pleasant View Way 25-14 76.57 10/16/2025 ECM PUBLISHERS INC 148.57 Emergency Technical Decon 101-1220-4530 1,980.00 10/16/2025 Turnout Gear Cleaning & Repair 1,980.00 10/16/2025 AP - Check Detail (10/17/2025)Page 9 of 37 57 Last Name Acct 1 Amount Check Date Description Emergency Technical Decon 1,980.00 Engel Water Testing Inc 700-0000-4300 1,120.00 10/16/2025 water samples 1,120.00 10/16/2025 Engel Water Testing Inc 1,120.00 Enterprise FM Trust 400-0000-4811 72.56 10/9/2025 408 - 22 Chev Silv #25G89X Enterprise FM Trust 400-0000-4811 41.97 10/9/2025 140 - 22 Chev Silv #25G5J6 Enterprise FM Trust 400-0000-4810 780.70 10/9/2025 420 - 23 Chev Silv #25XGMS Enterprise FM Trust 400-0000-4810 467.37 10/9/2025 001 - 22 Ford Esca #26M3MH Enterprise FM Trust 701-0000-2317 415.16 10/9/2025 301 - 24 Chev Silv #27MGR8 Enterprise FM Trust 701-0000-4811 115.22 10/9/2025 315 - 24 Chev Silv #27MGTV Enterprise FM Trust 700-0000-4811 115.22 10/9/2025 315 - 24 Chev Silv #27MGTV Enterprise FM Trust 700-0000-2317 415.75 10/9/2025 306 - 24 Chev Silv #27MGRB Enterprise FM Trust 701-0000-4811 30.17 10/9/2025 305 - 22 Chev Silv #25G5QR Enterprise FM Trust 400-0000-4810 545.22 10/9/2025 801 - 24 Chry Paci #2754MQ Enterprise FM Trust 400-0000-4811 143.14 10/9/2025 602 - 24 Chev Equi #27MF9K Enterprise FM Trust 701-0000-2317 386.97 10/9/2025 308 - 24 Chev Silv #27RZHT Enterprise FM Trust 400-0000-4811 248.18 10/9/2025 801 - 24 Chry Paci #2754MQ Enterprise FM Trust 701-0000-4811 115.22 10/9/2025 314 - 24 Chev Silv #27MGTW Enterprise FM Trust 400-0000-4810 665.87 10/9/2025 408 - 22 Chev Silv #25G89X Enterprise FM Trust 400-0000-4811 277.07 10/9/2025 131 - 24 Chev Silv #27NDJK Enterprise FM Trust 400-0000-4810 641.34 10/9/2025 405 - 22 Chev Silv #25G5QQ Enterprise FM Trust 700-0000-4811 114.01 10/9/2025 306 - 24 Chev Silv #27MGRB Enterprise FM Trust 700-0000-2317 212.27 10/9/2025 307 - 23 Chev Equinox #262P8K Enterprise FM Trust 400-0000-4811 51.37 10/9/2025 214 - 22 Chev Silv #25G5D2 Enterprise FM Trust 700-0000-4811 115.22 10/9/2025 314 - 24 Chev Silv #27MGTW Enterprise FM Trust 400-0000-4811 206.32 10/9/2025 204 - 23 Chev Tahoe #25WDVL Enterprise FM Trust 400-0000-4810 572.39 10/9/2025 502 - 23 Chev Blazer #25XQVB Enterprise FM Trust 400-0000-4810 670.92 10/9/2025 411 - 22 Chev Silv #25G8CL Enterprise FM Trust 400-0000-4810 781.05 10/9/2025 416 - 23 Chev Silv #25XGMC Enterprise FM Trust 400-0000-4810 766.40 10/9/2025 505 - 23 Chev Silv #26RP8Z Enterprise FM Trust 400-0000-4810 512.39 10/9/2025 605 - 22 Ford Rang #25G25M Enterprise FM Trust 400-0000-4810 782.82 10/9/2025 403 - 23 Chev Silv #25XGMK Enterprise FM Trust 701-0000-4811 45.94 10/9/2025 307 - 23 Chev Equinox #262P8K Enterprise FM Trust 400-0000-4811 97.94 10/9/2025 405 - 22 Chev Silv #25G5QQ Enterprise FM Trust 400-0000-4810 782.91 10/9/2025 419 - 23 Chev Silv #25XGMJ Enterprise FM Trust 400-0000-4810 728.13 10/9/2025 203 - 23 Chev Silv #26RPC3 Enterprise FM Trust 400-0000-4811 227.48 10/9/2025 501 - 23 Chev Silv #26RL44 AP - Check Detail (10/17/2025)Page 10 of 37 58 Last Name Acct 1 Amount Check Date Description Enterprise FM Trust 400-0000-4811 152.24 10/9/2025 420 - 23 Chev Silv #25XGMS Enterprise FM Trust 400-0000-4811 64.32 10/9/2025 411 - 22 Chev Silv #25G8CL Enterprise FM Trust 400-0000-4811 149.61 10/9/2025 132 - 23 Chev Silv #25WNCN Enterprise FM Trust 400-0000-4810 654.06 10/9/2025 214 - 22 Chev Silv #25G5D2 Enterprise FM Trust 400-0000-4810 784.62 10/9/2025 134 - 23 Chev Silv #25WNKR Enterprise FM Trust 400-0000-4811 43.13 10/9/2025 412 - 22 GMC Sier #25H28F Enterprise FM Trust 400-0000-4810 474.03 10/9/2025 606 - 22 Ford Rang #25G23Z Enterprise FM Trust 400-0000-4811 152.31 10/9/2025 416 - 23 Chev Silv #25XGMC Enterprise FM Trust 701-0000-2317 419.92 10/9/2025 310 - 24 Chev Silv #27MGR3 Enterprise FM Trust 400-0000-4811 62.36 10/9/2025 201 - 22 GMC Yuko #25MPSN Enterprise FM Trust 400-0000-4810 603.16 10/9/2025 430 - 24 Chry Paci #275N63 Enterprise FM Trust 701-0000-2317 416.05 10/9/2025 315 - 24 Chev Silv #27MGTV Enterprise FM Trust 700-0000-4811 114.61 10/9/2025 301 - 24 Chev Silv #27MGR8 Enterprise FM Trust 700-0000-4811 103.04 10/9/2025 308 - 24 Chev Silv #27RZHT Enterprise FM Trust 701-0000-4811 108.72 10/9/2025 310 - 24 Chev Silv #27MGR3 Enterprise FM Trust 400-0000-4811 303.58 10/9/2025 130 - 24 GMC Sier #27NF7M Enterprise FM Trust 400-0000-4811 308.47 10/9/2025 404 - 24 GMC Sier #27NDJJ Enterprise FM Trust 400-0000-4810 558.12 10/9/2025 412 - 22 GMC Sier #25H28F Enterprise FM Trust 700-0000-2317 416.05 10/9/2025 315 - 24 Chev Silv #27MGTV Enterprise FM Trust 400-0000-4810 669.88 10/9/2025 202 - 23 Chev Tahoe #25WDVJ Enterprise FM Trust 701-0000-4811 103.03 10/9/2025 308 - 24 Chev Silv #27RZHT Enterprise FM Trust 700-0000-4811 30.18 10/9/2025 305 - 22 Chev Silv #25G5QR Enterprise FM Trust 400-0000-4810 772.75 10/9/2025 401 - 23 Chev Silv #26RPBZ Enterprise FM Trust 700-0000-2317 335.11 10/9/2025 305 - 22 Chev Silv #25G5QR Enterprise FM Trust 400-0000-4811 206.32 10/9/2025 202 - 23 Chev Tahoe #25WDVJ Enterprise FM Trust 400-0000-4811 83.96 10/9/2025 001 - 22 Ford Esca #26M3MH Enterprise FM Trust 700-0000-2317 417.58 10/9/2025 303 - 24 Chev Silv #27MGR7 Enterprise FM Trust 400-0000-4810 633.28 10/9/2025 501 - 23 Chev Silv #26RL44 Enterprise FM Trust 701-0000-4811 114.60 10/9/2025 301 - 24 Chev Silv #27MGR8 Enterprise FM Trust 400-0000-4811 223.75 10/9/2025 603 - 25 Chev Equi #28CM4H Enterprise FM Trust 400-0000-4811 147.24 10/9/2025 502 - 23 Chev Blazer #25XQVB Enterprise FM Trust 400-0000-4810 667.25 10/9/2025 140 - 22 Chev Silv #25G5J6 Enterprise FM Trust 400-0000-4810 770.45 10/9/2025 402 - 23 Chev Silv #25XGMF Enterprise FM Trust 400-0000-4810 784.63 10/9/2025 132 - 23 Chev Silv #25WNCN Enterprise FM Trust 701-0000-4811 114.02 10/9/2025 306 - 24 Chev Silv #27MGRB Enterprise FM Trust 400-0000-4810 774.17 10/9/2025 130 - 24 GMC Sier #27NF7M Enterprise FM Trust 400-0000-4810 629.60 10/9/2025 603 - 25 Chev Equi #28CM4H Enterprise FM Trust 701-0000-2317 335.10 10/9/2025 305 - 22 Chev Silv #25G5QR Enterprise FM Trust 701-0000-2317 416.05 10/9/2025 314 - 24 Chev Silv #27MGTW Enterprise FM Trust 701-0000-4811 111.70 10/9/2025 303 - 24 Chev Silv #27MGR7 Enterprise FM Trust 700-0000-4811 111.69 10/9/2025 303 - 24 Chev Silv #27MGR7 Enterprise FM Trust 400-0000-4810 669.88 10/9/2025 204 - 23 Chev Tahoe #25WDVL Enterprise FM Trust 400-0000-4810 788.12 10/9/2025 201 - 22 GMC Yuko #25MPSN AP - Check Detail (10/17/2025)Page 11 of 37 59 Last Name Acct 1 Amount Check Date Description Enterprise FM Trust 700-0000-2317 415.16 10/9/2025 301 - 24 Chev Silv #27MGR8 Enterprise FM Trust 400-0000-4811 152.65 10/9/2025 403 - 23 Chev Silv #25XGMK Enterprise FM Trust 700-0000-2317 416.05 10/9/2025 314 - 24 Chev Silv #27MGTW Enterprise FM Trust 400-0000-4811 152.67 10/9/2025 419 - 23 Chev Silv #25XGMJ Enterprise FM Trust 400-0000-4810 481.22 10/9/2025 602 - 24 Chev Equi #27MF9K Enterprise FM Trust 400-0000-4811 165.24 10/9/2025 402 - 23 Chev Silv #25XGMF Enterprise FM Trust 400-0000-4811 308.53 10/9/2025 410 - 24 GMC Sier #27NDJB Enterprise FM Trust 700-0000-2317 419.93 10/9/2025 310 - 24 Chev Silv #27MGR3 Enterprise FM Trust 400-0000-4810 773.18 10/9/2025 404 - 24 GMC Sier #27NDJJ Enterprise FM Trust 400-0000-4811 72.13 10/9/2025 606 - 22 Ford Rang #25G23Z Enterprise FM Trust 400-0000-4811 69.39 10/9/2025 605 - 22 Ford Rang #25G25M Enterprise FM Trust 400-0000-4810 725.87 10/9/2025 131 - 24 Chev Silv #27NDJK Enterprise FM Trust 701-0000-2317 212.27 10/9/2025 307 - 23 Chev Equinox #262P8K Enterprise FM Trust 700-0000-2317 386.96 10/9/2025 308 - 24 Chev Silv #27RZHT Enterprise FM Trust 400-0000-4811 149.60 10/9/2025 134 - 23 Chev Silv #25WNKR Enterprise FM Trust 701-0000-2317 417.58 10/9/2025 303 - 24 Chev Silv #27MGR7 Enterprise FM Trust 700-0000-4811 45.94 10/9/2025 307 - 23 Chev Equinox #262P8K Enterprise FM Trust 400-0000-4811 244.35 10/9/2025 430 - 24 Chry Paci #275N63 Enterprise FM Trust 700-0000-4811 108.72 10/9/2025 310 - 24 Chev Silv #27MGR3 Enterprise FM Trust 701-0000-2317 415.75 10/9/2025 306 - 24 Chev Silv #27MGRB Enterprise FM Trust 400-0000-4810 773.17 10/9/2025 410 - 24 GMC Sier #27NDJB Enterprise FM Trust 400-0000-4811 214.77 10/9/2025 203 - 23 Chev Silv #26RPC3 Enterprise FM Trust 400-0000-4811 205.08 10/9/2025 505 - 23 Chev Silv #26RP8Z Enterprise FM Trust 400-0000-4811 203.66 10/9/2025 401 - 23 Chev Silv #26RPBZ 35,473.30 10/9/2025 Enterprise FM Trust 35,473.30 EROSION PRODUCTS LLC 700-0000-4150 150.00 10/9/2025 dewatering bag for water main project 150.00 10/9/2025 EROSION PRODUCTS LLC 150.00 Expedia 101-1220-4381 48.00 7/16/2025 Car rental Hz Zone Conf 2025 Expedia 101-1160-4381 667.16 7/16/2025 Hotel WWHF Matt K 715.16 7/16/2025 AP - Check Detail (10/17/2025)Page 12 of 37 60 Last Name Acct 1 Amount Check Date Description Expedia 715.16 Facebook 101-1800-4375 19.97 7/16/2025 Facebook ad for Chan Rec Sports t-ball Facebook 101-1613-4340 100.00 7/16/2025 Facebook Ad for the 4th of July Celebration 119.97 7/16/2025 Facebook 119.97 Fastenal Company 700-7043-4550 190.13 7/16/2025 WWTP maint materials - new pump installs 190.13 7/16/2025 Fastenal Company 190.13 Ferguson Waterworks #2518 700-0000-4250 8,912.50 10/9/2025 water meters Ferguson Waterworks #2518 700-0000-4550 4,356.46 10/9/2025 meter supplies 13,268.96 10/9/2025 Ferguson Waterworks #2518 13,268.96 FF Manufacturing Inc 700-7043-4510 161.30 7/16/2025 WWTP building - Windsocks 161.30 7/16/2025 FF Manufacturing Inc 161.30 Gertens 101-1550-4150 1,565.00 7/16/2025 Plant material 78th St Islands - replacement Gertens 101-1550-4150 750.60 7/16/2025 24D - restock 2,315.60 7/16/2025 Gertens 2,315.60 GONYEA HOMES 101-0000-2072 2,500.00 10/16/2025 As Built escrow 1969 Della Dr #519346 GONYEA HOMES 101-0000-2072 2,500.00 10/16/2025 As Built Escrow 9527 Eagle Ridge Rd #586854 AP - Check Detail (10/17/2025)Page 13 of 37 61 Last Name Acct 1 Amount Check Date Description 5,000.00 10/16/2025 GONYEA HOMES 5,000.00 GOPHER STATE ONE-CALL INC 701-0000-4300 725.62 10/16/2025 Utility locates-September GOPHER STATE ONE-CALL INC 700-0000-4300 725.63 10/16/2025 Utility locates-September 1,451.25 10/16/2025 GOPHER STATE ONE-CALL INC 1,451.25 GoTo Communications Inc 101-1170-4310 2,461.06 10/8/2025 Telephone & Communication Charges GoTo Communications Inc 101-1312-4310 150.52 10/8/2025 Telephone & Communication Charges GoTo Communications Inc 700-0000-4310 74.49 10/8/2025 Telephone & Communication Charges GoTo Communications Inc 701-0000-4310 74.49 10/8/2025 Telephone & Communication Charges GoTo Communications Inc 101-1550-4310 51.20 10/8/2025 Telephone & Communication Charges 2,811.76 10/8/2025 GoTo Communications Inc 2,811.76 Government Finance Officers Association 101-1130-4301 530.00 7/16/2025 Application Fee-Review of 24 ACFR for COA Award 530.00 7/16/2025 Government Finance Officers Association 530.00 Grainger 700-7043-4120 364.74 7/16/2025 WWTP 2-Way Ball Valve Grainger 700-7043-4510 262.08 7/16/2025 WWTP maint materials - dehumidifier filters Grainger 700-7043-4550 1,509.13 7/16/2025 WWTP equip supplies - Pre CL2 Injector 2,135.95 7/16/2025 Grainger 2,135.95 Guard Guys, LLC 101-1120-4352 520.00 10/16/2025 Drug Test Guard Guys, LLC 101-1120-4352 27.95 10/16/2025 Background Check AP - Check Detail (10/17/2025)Page 14 of 37 62 Last Name Acct 1 Amount Check Date Description 547.95 10/16/2025 Guard Guys, LLC 547.95 Hautman Dorothy 101-1425-4906 75.00 10/9/2025 Tree Rebate- 1 Tree 75.00 10/9/2025 Hautman Dorothy 75.00 Health Strategies 101-1220-4352 476.00 10/16/2025 New hire physical assessment Health Strategies 101-1220-4352 248.00 10/16/2025 Annual medical assessment 724.00 10/16/2025 Health Strategies 724.00 Heiman William 601-6053-4751 287.35 10/9/2025 Sprinkler Repair -7209 Frontier 287.35 10/9/2025 Heiman William 287.35 Hennepin Theatre Trust 101-1560-4342 855.00 7/16/2025 Sr Center Beauty and the Beast Orpheum Hennepin Theatre Trust 101-1560-4342 2,337.00 7/16/2025 Sr Center Beauty and the Beast Orpheum 3,192.00 7/16/2025 Hennepin Theatre Trust 3,192.00 Hilgers Mike 601-6053-4751 716.00 10/16/2025 Reimburse City Portion of Driveway Replace-7216Frontier 716.00 10/16/2025 Hilgers Mike 716.00 AP - Check Detail (10/17/2025)Page 15 of 37 63 Last Name Acct 1 Amount Check Date Description Holt Tour and Charter Inc 101-1560-4349 865.00 10/9/2025 Trip to St Cloud 865.00 10/9/2025 Holt Tour and Charter Inc 865.00 Holton Electric Contractors LLC 701-0000-4551 128.00 10/16/2025 LS 24 move transfer switch 128.00 10/16/2025 Holton Electric Contractors LLC 128.00 Home Depot 101-1220-4290 272.86 7/16/2025 material for training prop builds Home Depot 720-7207-4150 17.58 7/16/2025 Fittings Home Depot 101-1170-4510 32.48 7/16/2025 clean up bags Home Depot 101-1320-4150 250.68 7/16/2025 Concrete mix Home Depot 101-1550-4260 501.19 7/16/2025 Ballfield pumping equipment - addition Home Depot 101-1550-4150 178.15 7/16/2025 Community garden supplies - addition Home Depot 101-1220-4120 107.79 7/16/2025 new saw for station Home Depot 101-1170-4510 12.98 7/16/2025 shrink rap for packaging Home Depot 700-0000-4150 93.25 7/16/2025 Water supplies Home Depot 101-1550-4120 264.91 7/16/2025 Restroom cover materials - addition Home Depot 101-1550-4150 121.03 7/16/2025 Community garden supplies - addition Home Depot 101-1220-4120 107.79 7/16/2025 New saw for station Home Depot 700-7019-4150 5.75 7/16/2025 EWTP maint materials Home Depot 101-1550-4150 -121.03 7/16/2025 Community garden supplies - addition - CREDIT Home Depot 101-1320-4150 -25.00 7/16/2025 Pallet dep. Home Depot 101-1550-4150 9.84 7/16/2025 Restroom cover materials - addition Home Depot 101-1320-4260 113.76 7/16/2025 Tools 1,944.01 7/16/2025 Home Depot 1,944.01 Houston Engineering Inc 701-7015-4303 1,016.75 10/16/2025 Lift Station #5 rehab 1,016.75 10/16/2025 AP - Check Detail (10/17/2025)Page 16 of 37 64 Last Name Acct 1 Amount Check Date Description Houston Engineering Inc 1,016.75 IAFC 101-1220-4360 167.92 7/16/2025 IAFC annual dues-Heger 167.92 7/16/2025 IAFC 167.92 ICMA 101-1120-4360 1,200.00 7/16/2025 ICMA Annual Dues Hokkanen 1,200.00 7/16/2025 ICMA 1,200.00 Ideal Service Inc.700-0000-4550 1,502.50 10/16/2025 replaced high zone and low zone VFD 1,502.50 10/16/2025 Ideal Service Inc. 1,502.50 INDEPENDENT SCHOOL DIST 112 101-1530-4322 1,430.49 10/16/2025 July-Sep Sewer/Water INDEPENDENT SCHOOL DIST 112 101-1530-4320 10,407.55 10/16/2025 July-Sept Electricity INDEPENDENT SCHOOL DIST 112 101-1530-4321 2,774.34 10/16/2025 July - Sept Gas 14,612.38 10/16/2025 INDEPENDENT SCHOOL DIST 112 14,612.38 Inn on Lake Superior 101-1123-4381 411.76 7/16/2025 EDAM Summer Conference Hotel 411.76 7/16/2025 Inn on Lake Superior 411.76 JEFFERSON FIRE SAFETY INC 201-0000-4705 4,375.00 10/9/2025 Turn out gear-one set AP - Check Detail (10/17/2025)Page 17 of 37 65 Last Name Acct 1 Amount Check Date Description 4,375.00 10/9/2025 JEFFERSON FIRE SAFETY INC 4,375.00 Jimmy Johns 101-1620-4345 103.57 7/16/2025 Summer Concert Series kickoff band dinner 103.57 7/16/2025 Jimmy Johns 103.57 JoinHomeBase.Com 101-1616-4130 30.00 7/16/2025 Playground staff scheduling app 30.00 7/16/2025 JoinHomeBase.Com 30.00 KATH FUEL OIL SERVICE 700-0000-4170 325.00 10/16/2025 oil 325.00 10/16/2025 KATH FUEL OIL SERVICE 325.00 Kimes Cassie 700-7204-4901 50.00 10/9/2025 Water Wise Rebate- Irrigation Controller 50.00 10/9/2025 Kimes Cassie 50.00 KIMLEY HORN AND ASSOCIATES INC 400-0000-1155 29,865.00 10/9/2025 Avienda Row Homes KIMLEY HORN AND ASSOCIATES INC 601-6059-4300 9,892.50 10/9/2025 Pleasant View Road KIMLEY HORN AND ASSOCIATES INC 101-1310-4300 68,925.85 10/9/2025 Comcast Support Services KIMLEY HORN AND ASSOCIATES INC 400-0000-1155 1,275.00 10/9/2025 Pleasantview Pointe KIMLEY HORN AND ASSOCIATES INC 101-0000-2076 7,291.24 10/9/2025 Gigapower Support Services KIMLEY HORN AND ASSOCIATES INC 101-1310-4300 37,256.25 10/9/2025 Metronet Support Services 154,505.84 10/9/2025 AP - Check Detail (10/17/2025)Page 18 of 37 66 Last Name Acct 1 Amount Check Date Description KIMLEY HORN AND ASSOCIATES INC 154,505.84 King Jeffrey 700-7204-4901 100.00 10/9/2025 Water Wise Rebate- Dishwasher 100.00 10/9/2025 King Jeffrey 100.00 Klaers Randal 101-1614-4345 700.00 10/15/2025 2025 Halloween Party hayrides 700.00 10/15/2025 Klaers Randal 700.00 Kwik Trip 101-1210-4300 780.00 7/16/2025 Car Washes for after hours patrol cars Kwik Trip 101-1620-4130 12.98 7/16/2025 Concert Series band ice Kwik Trip 101-1600-4130 2.79 7/16/2025 Memorial Day Ceremony ice 795.77 7/16/2025 Kwik Trip 795.77 Lakeside Promotions 101-1766-4129 340.89 10/9/2025 Summer Softball Championship Shirts 340.89 10/9/2025 Lakeside Promotions 340.89 LAKETOWN ELECTRIC CORPORATION 101-1312-4510 2,441.17 10/16/2025 photo sensor parking lot poles 2,441.17 10/16/2025 LAKETOWN ELECTRIC CORPORATION 2,441.17 Lasercrafting 101-1120-4110 13.00 7/16/2025 Commission on Aging Nameplate (Bill Monn) AP - Check Detail (10/17/2025)Page 19 of 37 67 Last Name Acct 1 Amount Check Date Description 13.00 7/16/2025 Lasercrafting 13.00 Lightbulbs.com 101-1220-4510 275.76 7/16/2025 flag pole light fixture 275.76 7/16/2025 Lightbulbs.com 275.76 LYMAN LUMBER 101-1550-4150 1,338.24 10/16/2025 Lumber for Power Hill shelter roof (repair) LYMAN LUMBER 402-4152-4706 162.88 10/16/2025 CIP wood for new salt cover 1,501.12 10/16/2025 LYMAN LUMBER 1,501.12 Macqueen Emergency Group 201-0000-4705 2,114.57 10/16/2025 Hi visibility vests 2,114.57 10/16/2025 Macqueen Emergency Group 2,114.57 Marco Inc 101-1170-4410 832.50 10/8/2025 Copier lease Marco Inc 701-0000-4410 111.00 10/8/2025 Copier lease Marco Inc 700-0000-4410 111.00 10/8/2025 Copier lease Marco Inc 720-0000-4410 55.50 10/8/2025 Copier lease 1,110.00 10/8/2025 Marco Inc 1,110.00 Maus Kerry 101-1539-4343 420.00 10/9/2025 4253.118 Line Dance Drop ins 420.00 10/9/2025 AP - Check Detail (10/17/2025)Page 20 of 37 68 Last Name Acct 1 Amount Check Date Description Maus Kerry 420.00 Med Box Grill 101-1123-4381 17.30 7/16/2025 Carver County ED Quarterly Lunch Med Box Grill 101-1123-4381 118.50 7/16/2025 Planning Dept. Lunch 135.80 7/16/2025 Med Box Grill 135.80 Menards 700-7043-4150 38.82 7/16/2025 WWTP Galv Nipple/Anchor/Galv Cap/Galv Elbow Menards 700-7019-4510 108.45 7/16/2025 EWTP Storage Organized/Parts Organizer Menards 700-7043-4150 29.48 7/16/2025 WWTP supplies-Galv Elbow/Floor Flange/Tapcon/Drill Bit 176.75 7/16/2025 Menards 176.75 Merlins Ace Hardware 101-1220-4290 66.39 7/16/2025 propane & charcoal 66.39 7/16/2025 Merlins Ace Hardware 66.39 Metronet Holdings, LLC 101-1190-4310 106.29 10/8/2025 Telephone & Communication Charges Metronet Holdings, LLC 700-7043-4310 56.47 10/8/2025 Telephone & Communication Charges 162.76 10/8/2025 Metronet Holdings, LLC 162.76 METROPOLITAN COUNCIL 701-0000-4509 241,707.34 10/16/2025 Wastewater services-November 2025 241,707.34 10/16/2025 METROPOLITAN COUNCIL 241,707.34 Metropolitan Council Enviromental Services 701-0000-4509 20,000.00 7/16/2025 MCES - July 2025 WW Service AP - Check Detail (10/17/2025)Page 21 of 37 69 Last Name Acct 1 Amount Check Date Description 20,000.00 7/16/2025 Metropolitan Council Enviromental Services 20,000.00 Metropolitan Council, Env Svcs 701-0000-2023 7,455.00 10/9/2025 September 2025 SAC Metropolitan Council, Env Svcs 101-1250-3816 -74.55 10/9/2025 September 2025 SAC 7,380.45 10/9/2025 Metropolitan Council, Env Svcs 7,380.45 Michaels 101-1600-4130 32.51 7/16/2025 Cloth for wrapping flag stands 32.51 7/16/2025 Michaels 32.51 Minnesota Pump Works 701-0000-4551 634.00 10/9/2025 LS #9 seals/over temp relay 634.00 10/9/2025 Minnesota Pump Works 634.00 Mizzy's Pizza 101-1123-4381 23.63 7/16/2025 Chamber Ambassador Meeting/Lunch 23.63 7/16/2025 Mizzy's Pizza 23.63 MN DEPT OF HEALTH 700-0000-4360 32.00 10/10/2025 water operator exam 32.00 10/10/2025 MN DEPT OF HEALTH 32.00 MN DEPT OF LABOR AND INDUSTRY 101-0000-2022 3,181.93 10/9/2025 September 2025 Surcharge AP - Check Detail (10/17/2025)Page 22 of 37 70 Last Name Acct 1 Amount Check Date Description MN DEPT OF LABOR AND INDUSTRY 101-1250-3818 -63.64 10/9/2025 September 2025 Surcharge 3,118.29 10/9/2025 MN DEPT OF LABOR AND INDUSTRY 700-7043-4510 25.00 10/16/2025 West Water Treatment Plant Boiler 25.00 10/16/2025 MN DEPT OF LABOR AND INDUSTRY 3,143.29 MTI DISTRIBUTING INC 101-1550-4120 283.19 10/9/2025 mower parts 283.19 10/9/2025 MTI DISTRIBUTING INC 283.19 Municipal Clerk and Finance Officers 101-1120-4360 50.00 7/16/2025 MCFOA Dues for Membership 50.00 7/16/2025 Municipal Clerk and Finance Officers 50.00 Munivate LLC 101-1250-4300 601.25 7/16/2025 EPR Implementation Work Septic Report Build 601.25 7/16/2025 Munivate LLC 601.25 NAPA AUTO & TRUCK PARTS 700-0000-4120 140.64 10/9/2025 filters 140.64 10/9/2025 NAPA AUTO & TRUCK PARTS 140.64 National Registry Of EMT 101-1220-4370 104.00 7/16/2025 EMT Application for VonBank 104.00 7/16/2025 AP - Check Detail (10/17/2025)Page 23 of 37 71 Last Name Acct 1 Amount Check Date Description National Registry Of EMT 104.00 NetZoom, Inc 101-1160-4219 900.00 7/16/2025 Net Zoom Stencils Subscription - Matt K 900.00 7/16/2025 NetZoom, Inc 900.00 NORTH COOP 101-1110-4372 284.88 7/16/2025 City Council Meal (Double Tip - Jenny P) 284.88 7/16/2025 NORTH COOP 284.88 Northern Tool+Equipment 101-1550-4260 651.14 7/16/2025 Pressure wash attachment - addition Northern Tool+Equipment 101-1550-4120 210.69 7/16/2025 Gloves/grabber - replacement 861.83 7/16/2025 Northern Tool+Equipment 861.83 Northside Grill 101-1120-4381 20.90 7/16/2025 Carver Co Administrator meeting including tip 20.90 7/16/2025 Northside Grill 20.90 NORTHWEST ASPHALT INC 701-6048-4751 226,526.63 10/9/2025 Sanitary NORTHWEST ASPHALT INC 720-6048-4751 26,598.30 10/9/2025 Storm NORTHWEST ASPHALT INC 700-6048-4751 124,961.73 10/9/2025 Water NORTHWEST ASPHALT INC 601-6048-4751 63,614.55 10/9/2025 PMP 441,701.21 10/9/2025 NORTHWEST ASPHALT INC 441,701.21 NORTHWESTERN POWER EQUIP CO 700-0000-4550 1,596.75 10/16/2025 PRV repair kits AP - Check Detail (10/17/2025)Page 24 of 37 72 Last Name Acct 1 Amount Check Date Description 1,596.75 10/16/2025 NORTHWESTERN POWER EQUIP CO 1,596.75 NOVEL SOLAR THREE, LLC 101-1350-4320 128.68 10/8/2025 Electric Charges NOVEL SOLAR THREE, LLC 700-0000-4320 6,569.52 10/8/2025 Electric Charges NOVEL SOLAR THREE, LLC 701-0000-4320 3,865.64 10/8/2025 Electric Charges 10,563.84 10/8/2025 NOVEL SOLAR THREE, LLC 10,563.84 NvoicePay 101-1130-4300 752.88 10/16/2025 Payment processing-September 752.88 10/16/2025 NvoicePay 752.88 Office Max/Office Depot 700-7019-4150 36.78 7/16/2025 EWTP labeling tape 36.78 7/16/2025 Office Max/Office Depot 36.78 Ohman Doug 101-1560-4343 50.00 10/16/2025 Additional Presentation Fee 50.00 10/16/2025 Ohman Doug 50.00 Old Republic Surety Group 101-1220-4300 44.00 10/9/2025 Relief Assoc Treasurer Bond Rider 44.00 10/9/2025 Old Republic Surety Group 44.00 AP - Check Detail (10/17/2025)Page 25 of 37 73 Last Name Acct 1 Amount Check Date Description Ott Travis 101-1538-4343 378.00 10/16/2025 youth tkd instruction Ott Travis 101-1539-4343 127.80 10/16/2025 adult tkd instruction 505.80 10/16/2025 Ott Travis 505.80 Pantone 101-1125-4335 89.99 7/16/2025 Pantone subscription (Connection) 89.99 7/16/2025 Pantone 89.99 Paramount Center for the arts 101-1560-4342 23.50 7/16/2025 St Cloud Trip-Day of Ticket Purchase for extra participant 23.50 7/16/2025 Paramount Center for the arts 23.50 Peak Heating and Cooling 101-0000-2033 374.45 10/16/2025 Refund Duplicate Payment-2025-02985 374.45 10/16/2025 Peak Heating and Cooling 374.45 Perfection Heating 101-1220-3309 426.50 10/16/2025 Fire Sprinkler - Permit Refund Perfection Heating 101-0000-2022 11.00 10/16/2025 Surcharge - Permit refund Perfection Heating 101-1220-3302 277.23 10/16/2025 Plan Check - Fire - Permit Refund 714.73 10/16/2025 Perfection Heating 714.73 Pier B Resort 101-1220-4381 472.62 7/16/2025 nutter room 2025 chiefs conference 472.62 7/16/2025 AP - Check Detail (10/17/2025)Page 26 of 37 74 Last Name Acct 1 Amount Check Date Description Pier B Resort 472.62 Pipe Services Corporation 701-7013-4751 33,498.46 10/9/2025 Sewer Televising 33,498.46 10/9/2025 Pipe Services Corporation 33,498.46 Pizza Ranch 101-1560-4342 500.02 7/16/2025 St. Cloud Trip - Lunch at Pizza Ranch 500.02 7/16/2025 Pizza Ranch 500.02 Postmaster 700-0000-4330 82.70 7/16/2025 Well level transducer sent in for repairs 82.70 7/16/2025 Postmaster 82.70 Potentia MN Solar 101-1190-4320 3,908.83 10/15/2025 Electric Charges Potentia MN Solar 101-1170-4320 3,071.37 10/15/2025 Electric Charges Potentia MN Solar 700-0000-4320 1,853.12 10/15/2025 Electric Charges 8,833.32 10/15/2025 Potentia MN Solar 8,833.32 PRAIRIE RESTORATIONS INC 101-1425-4574 1,973.00 10/9/2025 PR- IPM Visit #2 1,973.00 10/9/2025 PRAIRIE RESTORATIONS INC 1,973.00 PRECISE MRM LLC 101-1320-4310 294.00 10/16/2025 AVL plow trucks PRECISE MRM LLC 101-1320-4300 294.00 10/16/2025 AVL plow trucks AP - Check Detail (10/17/2025)Page 27 of 37 75 Last Name Acct 1 Amount Check Date Description 588.00 10/16/2025 PRECISE MRM LLC 588.00 Premium Waters, Inc 101-1550-4120 4.38 10/16/2025 Lake Ann Water Premium Waters, Inc 101-1550-4120 51.63 10/16/2025 Lake Ann Water 56.01 10/16/2025 Premium Waters, Inc 56.01 Pro-Lab Inc 700-7043-4510 40.00 7/16/2025 WWTP building test Pro-Lab Inc 700-7043-4510 40.00 7/16/2025 WWTP building test 80.00 7/16/2025 Pro-Lab Inc 80.00 PumpAlarm.com 700-7019-4150 49.99 7/16/2025 Reservoir backup alarm 49.99 7/16/2025 PumpAlarm.com 49.99 Rebecca Schueller Training & Consulting 101-1120-4370 110.00 7/16/2025 Customer Service Training (Laurie) 110.00 7/16/2025 Rebecca Schueller Training & Consulting 110.00 Remington Timothy 601-6053-4751 268.50 10/16/2025 Reimburse City Portion of Driveway Replace-381 Del Rio 268.50 10/16/2025 Remington Timothy 268.50 AP - Check Detail (10/17/2025)Page 28 of 37 76 Last Name Acct 1 Amount Check Date Description Rent N Save Portable Services 101-1550-4400 5,451.35 10/9/2025 portable restrooms 5,451.35 10/9/2025 Rent N Save Portable Services 101-1220-4144 119.50 10/16/2025 Portable restrooms for Open House 119.50 10/16/2025 Rent N Save Portable Services 5,570.85 Retka Thomas 101-1560-4345 450.00 10/15/2025 Jolly Huntsman Band 450.00 10/15/2025 Retka Thomas 450.00 River's Edge Concrete 101-1550-4300 873.50 10/9/2025 Carver Beach Concrete 873.50 10/9/2025 River's Edge Concrete 873.50 Schroer Beverly 202-0000-3830 200.00 10/15/2025 selling one plot back to the City. 200.00 10/15/2025 Schroer Beverly 200.00 Shaik Rahamthunnisa 101-1110-4375 160.00 10/8/2025 Nov. 1 open house balloon artist deposit 160.00 10/8/2025 Shaik Rahamthunnisa 160.00 Silva Screenprinting & Dist, LLC 101-1530-4240 35.00 10/16/2025 Girls Flag Football Shirts Silva Screenprinting & Dist, LLC 101-1800-4240 70.00 10/16/2025 Staff Shirts Silva Screenprinting & Dist, LLC 101-1807-4127 193.34 10/16/2025 Flag Football Shirts AP - Check Detail (10/17/2025)Page 29 of 37 77 Last Name Acct 1 Amount Check Date Description 298.34 10/16/2025 Silva Screenprinting & Dist, LLC 298.34 Sir Benedict's 101-1123-4381 48.24 7/16/2025 RJ RA SD lunch in Duluth 48.24 7/16/2025 Sir Benedict's 48.24 SIR LINES-A-LOT 420-1310-4711 14,880.00 10/9/2025 New crosswalk/stop bar Per traffic safety committee 14,880.00 10/9/2025 SIR LINES-A-LOT 14,880.00 Smartpress.com 101-1620-4340 160.04 7/16/2025 Concert Series magnets Smartpress.com 101-1620-4340 59.70 7/16/2025 Concert Series banner Smartpress.com 101-1110-4375 2,068.36 7/16/2025 new downtown banners 2,288.10 7/16/2025 Smartpress.com 2,288.10 Smith Denise 101-1425-4906 75.00 10/9/2025 Tree Rebate- 1 Tree 75.00 10/9/2025 Smith Denise 75.00 Spectrum Screen Printing Inc 101-1250-4240 262.20 10/16/2025 Knit Cap - Building Dept 262.20 10/16/2025 Spectrum Screen Printing Inc 262.20 AP - Check Detail (10/17/2025)Page 30 of 37 78 Last Name Acct 1 Amount Check Date Description SRF CONSULTING GROUP INC 601-6058-4303 183.42 10/16/2025 TH41/MMSW 183.42 10/16/2025 SRF CONSULTING GROUP INC 183.42 Stampli 101-1130-4300 1,362.00 7/16/2025 Stampli - AP Processing for May 2025 1,362.00 7/16/2025 Stampli 1,362.00 Steckler Laura 700-7204-4901 100.00 10/16/2025 Water Wise Rebate- Dishwasher 100.00 10/16/2025 Steckler Laura 100.00 Sticker Mule 101-1125-4120 53.35 7/16/2025 Sample stickers for Recycle Video different size 53.35 7/16/2025 Sticker Mule 53.35 Sticky Life 101-1120-4110 86.63 7/16/2025 No solicitation window clings 86.63 7/16/2025 Sticky Life 86.63 Stratoguard, LLC 101-1160-4205 230.56 7/16/2025 Proofpoint Email Filtering Service - Jun 230.56 7/16/2025 Stratoguard, LLC 230.56 Tacos Locos 101-1125-4381 26.60 7/16/2025 Dinner at airport en route from GSMCON 2025 AP - Check Detail (10/17/2025)Page 31 of 37 79 Last Name Acct 1 Amount Check Date Description 26.60 7/16/2025 Tacos Locos 26.60 Target 101-1616-4130 34.23 7/16/2025 Aloe Hand Sanitizer Gel Duct Tape Basketball Target 101-1540-4130 20.22 7/16/2025 Concession supplies (Cleaning supplies) Target 101-1616-4130 38.10 7/16/2025 Crayola 24pk Target 101-1616-4130 142.81 7/16/2025 Goldfish Crackers Snack Pack/Washable Sidewalk Chalk Target 101-1620-4130 17.51 7/16/2025 Concert Series band pop Target 101-1320-4150 63.69 7/16/2025 Sunscreen / Bug spray Target 101-1616-4130 78.89 7/16/2025 34 galLatching Tote Target 101-1540-4130 65.98 7/16/2025 Concession supplies (Condiments & Chips) Target 101-1220-4290 48.93 7/16/2025 supplies for training night Auto Ex Target 101-1616-4130 47.54 7/16/2025 Staff and volunteer training dinner Target 101-1600-4130 8.69 7/16/2025 Memorial Day Ceremony cups 566.59 7/16/2025 Target 566.59 Taylor Electric Company, LLC 101-1350-4565 1,040.00 10/16/2025 new LED street lights 1,040.00 10/16/2025 Taylor Electric Company, LLC 1,040.00 Taylors Tins 201-0000-4705 50.00 7/16/2025 Helmet shield 50.00 7/16/2025 Taylors Tins 50.00 The Business Journal 101-1120-4360 210.00 7/16/2025 Annual Subscription 210.00 7/16/2025 AP - Check Detail (10/17/2025)Page 32 of 37 80 Last Name Acct 1 Amount Check Date Description The Business Journal 210.00 The Garden By The Woods 101-1550-4120 21.68 7/16/2025 Garden tools The Garden By The Woods 101-1550-4120 357.00 7/16/2025 Memorial pots 378.68 7/16/2025 The Garden By The Woods 378.68 The O.G. Coffee & Wine Bar 101-1123-4381 16.65 7/16/2025 West One Owners Meeting with RJ and Sam 16.65 7/16/2025 The O.G. Coffee & Wine Bar 16.65 TimeSaver Off Site Secretarial, Inc 101-1125-4300 253.00 10/16/2025 Planning Commission Minutes 9.16.25 TimeSaver Off Site Secretarial, Inc 101-1125-4300 212.50 10/16/2025 Park & Recreation Commission Minutes 9.23.25 TimeSaver Off Site Secretarial, Inc 101-1125-4300 212.50 10/16/2025 City Council Meeting Minutes 9.22.25 678.00 10/16/2025 TimeSaver Off Site Secretarial, Inc 678.00 Tono Pizzeria 101-1110-4372 132.83 7/16/2025 City Council Meal 132.83 7/16/2025 Tono Pizzeria 132.83 TOWN & COUNTRY FENCE 101-1550-4300 1,490.00 10/9/2025 101 Repair 1,490.00 10/9/2025 TOWN & COUNTRY FENCE 1,490.00 Trenton Corporation 700-0000-4550 345.16 7/16/2025 Restock water supplies AP - Check Detail (10/17/2025)Page 33 of 37 81 Last Name Acct 1 Amount Check Date Description 345.16 7/16/2025 Trenton Corporation 345.16 Twins Ballpark LLC 101-1560-4342 1,000.00 7/16/2025 Tickets for Twins Game Trip Twins Ballpark LLC 101-1560-4342 1,026.00 7/16/2025 Tickets for Twins Game Trip 2,026.00 7/16/2025 Twins Ballpark LLC 2,026.00 United States Plastics Corporation 700-7043-4150 167.93 7/16/2025 WWTP Elbow Tube & Union Tube Fitting/Male Coupling 167.93 7/16/2025 United States Plastics Corporation 167.93 US Bank Rebate 101-1130-3903 -3,552.60 7/16/2025 US Bank Rebate -3,552.60 7/16/2025 US Bank Rebate -3,552.60 USABlueBook 700-7019-4150 226.53 7/16/2025 EWTP/WWTP Calibration Cylinder USABlueBook 700-7043-4150 226.53 7/16/2025 EWTP/WWTP Calibration Cylinder 453.06 7/16/2025 USABlueBook 453.06 Vandermeide Ryan 700-7204-4901 100.00 10/16/2025 Water Wise Rebate- Clothes Washer 100.00 10/16/2025 Vandermeide Ryan 100.00 AP - Check Detail (10/17/2025)Page 34 of 37 82 Last Name Acct 1 Amount Check Date Description Vermedahl Jack 700-7204-4901 100.00 10/9/2025 Water Wise Rebate- Dishwasher 100.00 10/9/2025 Vermedahl Jack 100.00 Voskuil Jason 700-7204-4901 50.00 10/16/2025 Water Wise Rebate- Irrigation Controller 50.00 10/16/2025 Voskuil Jason 50.00 Warners Stellian 414-4010-4702 31,419.81 7/16/2025 Appliances for Senior Ctr & City Hall-CC Approval 6/9/25 31,419.81 7/16/2025 Warners Stellian 31,419.81 Warning Lites of Minnesota, Inc.101-1320-4300 602.00 10/16/2025 homecoming parade 602.00 10/16/2025 Warning Lites of Minnesota, Inc. 602.00 Waste Management of Minnesota, Inc 101-1550-4300 766.85 10/9/2025 Lake Ann Shop Clean Waste Management of Minnesota, Inc 101-1550-4300 15.29 10/9/2025 Lake Ann Shop Clean 782.14 10/9/2025 Waste Management of Minnesota, Inc 701-0000-4329 18.81 10/16/2025 Garbage Service-October Waste Management of Minnesota, Inc 101-1170-4329 430.78 10/16/2025 Garbage service-October Waste Management of Minnesota, Inc 101-1190-4329 360.59 10/16/2025 Garbage service-October Waste Management of Minnesota, Inc 101-1550-4329 905.40 10/16/2025 Garbage Service-October Waste Management of Minnesota, Inc 101-1312-4329 150.53 10/16/2025 Garbage Service-October Waste Management of Minnesota, Inc 700-0000-4329 18.81 10/16/2025 Garbage Service-October Waste Management of Minnesota, Inc 101-1220-4329 117.58 10/16/2025 Garbage service-October 2,002.50 10/16/2025 AP - Check Detail (10/17/2025)Page 35 of 37 83 Last Name Acct 1 Amount Check Date Description Waste Management of Minnesota, Inc 2,784.64 White Cap, LP 101-1320-4157 124.99 10/16/2025 concrete seal 124.99 10/16/2025 White Cap, LP 124.99 Williamson Spenser 700-7204-4901 100.00 10/9/2025 Water Wise Rebate-Clothes Washer 100.00 10/9/2025 Williamson Spenser 100.00 WM MUELLER & SONS INC 101-1320-4157 1,008.04 10/9/2025 water main patch 1,008.04 10/9/2025 WM MUELLER & SONS INC 101-1320-4157 150.68 10/16/2025 patching WM MUELLER & SONS INC 101-1320-4157 1,916.15 10/16/2025 utility patch 2,066.83 10/16/2025 WM MUELLER & SONS INC 3,074.87 WSB & ASSOCIATES INC 720-7025-4300 222.00 10/16/2025 2023 Pond Maintenance Project WSB & ASSOCIATES INC 720-0000-4300 1,050.00 10/16/2025 WCA Support Services WSB & ASSOCIATES INC 700-0000-4300 1,917.00 10/16/2025 Biological Water Treatment Pilot Study WSB & ASSOCIATES INC 101-1311-4229 2,500.00 10/16/2025 2025 Datafi Subscription 5,689.00 10/16/2025 WSB & ASSOCIATES INC 5,689.00 XCEL ENERGY INC 601-6040-4706 8,539.25 10/8/2025 City @ 25%-St Ltg new const XCEL ENERGY INC 101-1350-4565 23,456.26 10/8/2025 Street Lights on Chan View & Market XCEL ENERGY INC 601-6140-4706 33,867.58 10/8/2025 County @ 75%-St Ltg new const XCEL ENERGY INC 601-6140-4706 25,617.75 10/8/2025 County @ 75%-St Ltg new const AP - Check Detail (10/17/2025)Page 36 of 37 84 Last Name Acct 1 Amount Check Date Description XCEL ENERGY INC 601-6040-4706 11,289.19 10/8/2025 City @ 25%-St Ltg new const 102,770.03 10/8/2025 XCEL ENERGY INC 102,770.03 Xuan Tuyet Doan-Nguyen Jennifer 101-1538-4343 505.80 10/16/2025 Summer TKD Instruction 505.80 10/16/2025 Xuan Tuyet Doan-Nguyen Jennifer 505.80 ZHANG ZHEXIN 700-7204-4901 50.00 10/16/2025 Water Wise Rebate- Irrigation Controller 50.00 10/16/2025 ZHANG ZHEXIN 50.00 Zoom 101-1160-4207 104.52 7/16/2025 Monthly zoom charges 104.52 7/16/2025 Zoom 104.52 1,510,377.94 AP - Check Detail (10/17/2025)Page 37 of 37 85 City Council Item October 27, 2025 Item Award 2026-2028 4th of July Fireworks Contract File No.Item No: D.7 Agenda Section CONSENT AGENDA Prepared By Priya Wall, Recreation Manager Reviewed By Laurie Hokkanen SUGGESTED ACTION "The Chanhassen City Council awards a three-year contract (2026-2028) to J&M Displays, Inc. for the provision of 4th of July fireworks in the amount of $33,000 in 2026, $34,000 in 2027, and $35,000 in 2028." Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY In preparing for the upcoming 4th of July Celebration, quotes were solicited for 2026, 2027, and 2028 fireworks displays from RES Pyro, J&M Displays, Inc., and Minnesota Pyrotechnics, all in Minnesota. Staff instructed each company to submit a quote for the budgeted amounts below. The addition of $1,000 to the budget each successive year is to ensure consistent show quality as product costs rise annually. $33,000 is allocated in the 1600 budget for the 2026 fireworks display. 2026: $33,000 2027: $34,000 2028: $35,000 The city received only one quote back, from J&M Displays, Inc. After reviewing the quote from J&M Displays, Inc., they met all specifications and are offering quality shows with an opening body, main body, mid-show barrage, and grand finale. They also offer an additional 15% "bonus" firework product 86 each year, as part of a loyalty program and the city's proposed three-year contract. J&M Displays, Inc. has been providing Chanhassen's 4th of July fireworks display for over 30 years. During this time, J&M Displays, Inc. has consistently displayed a high level of professionalism, and a great safety record, and has always offered a variety of high-quality products to produce excellent shows. BACKGROUND DISCUSSION BUDGET RECOMMENDATION Staff recommends that the City Council award a three-year contract (2026-2028) to J&M Displays, Inc. for the provision of 4th of July fireworks in the amount of $33,000 in 2026, $34,000 in 2027, and $35,000 in 2028. ATTACHMENTS Fireworks RFP 2026 J&M Displays Proposal Minnesota Pyrotechnics Correspondence 87 CITY OF CHANHASSEN REQUEST FOR PROPOSAL AND QUOTE The City of Chanhassen is seeking a licensed Pyrotechnical Professional for the fireworks display on July 4, in 2026, 2027 and 2028 at Lake Ann Park. Quotes are due by Friday, October 10th, 2025 at 12:00 noon. The City of Chanhassen reserves the right to accept or reject any bid as is deemed to be in the best interest of the City. ISSUING OFFICE The RFP is issued by the City of Chanhassen Parks & Recreation Department. All correspondence regarding the RFP should be addressed to: Priya Wall, City of Chanhassen, 7700 Market Blvd., P.O. Box 147, Chanhassen, MN 55317. Any repairs or restorations required on or outside the property limits due to the Contractor’s carelessness shall be repaired by the Contractor at their expense. The City of Chanhassen will determine the scope of the property damage. Scope of Work and Specifications A. Display must be a minimum of 18 minutes in length and not exceed 21 minutes. B. Display should consist of a broad spectrum of product providing a balanced assortment of shells. C. Display presentation must be staffed and executed by trained and licensed personnel in pyrotechnics. D. Shells selected should be of the best quality from a variety of foreign and domestic producers. Display should include a spectrum of styles, patterns and sound effects. E. Display should include an opening segment, a main show body with good themes and style, a mid- show barrage, a pre-teaser finale, and close with a distinct grand finale. F. All shells must be fired with an electronic computer firing system. There should be no gaps of time between shells, good display pacing, multiple firing, tailed affect and a choreographed control of the display execution. G. Shells shall not exceed 10-inches in diameter as the safety zone is 750 feet from spectators. H. Contractor must agree to be available for display on back-up date, generally on July 5, of each contracted year. The specific date will be identified in the Contract for Services. I. In the event the display is canceled for any reason, contractor is responsible for securing product and equipment in the staging area. Contractor is also responsible for providing security needed for equipment, product and staging area until the display is executed on the back-up date. J. City will barricade “Drop zone” area and determine staging location. K. Staging area for firing display will be ready for set-up at 8:00 a.m. on the date of the event. L. Contractor is required to provide security at staging area for equipment and product during pre- event set-up and up through display. 88 M. Contractor must be licensed by the state of Minnesota for pyrotechnic displays and obtain all necessary permits and shall comply with all applicable ordinances, statutes and rules. N. Contractor shall obtain the following minimum insurance coverage and maintain it at all times throughout the duration of this Agreement shall be named as additional insured on a primary and non-contributory basis on the Comprehensive general liability insurance. Contractor shall furnish the City a certificate of insurance satisfactory to the City evidencing the required coverage: Bodily Injury: $2,000,000 each occurrence Property Damage: $2,000,000 each occurrence $2,000,000 aggregate Contractual Liability (identifying this Agreement) Bodily Injury: $2,000,000 each occurrence Property Damage: $2,000,000 each occurrence $2,000,000 aggregate Comprehensive Automobile Liability (owned, non-owned, and hired): Bodily Injury: $2,000,000 each occurrence Property Damage: $2,000,000 each accident $2,000,000 aggregate O. Contractor must obtain and maintain for the duration of this Agreement, statutory Worker’s Compensation Insurance and Employer’s Liability Insurance as required under the laws of the State of Minnesota. P. Contractor shall indemnify and hold harmless the City of Chanhassen and its agents, officers, and employees from and against all claims, damages, losses, judgments, and expenses, including but not limited to attorney's fees arising out of or resulting from the contractor’s performance or failure to perform this Agreement. Q. All subcontractors must be identified and are subject to the City’s approval. R. Contractor will be required to attend one pre-event organizational meeting with Public Safety, Public Works and Parks and Recreation staff to plan event and logistical details. S. Contractor must submit an invoice for fireworks display payment for the amount agreed to in the Service Agreement Contract. T. City will provide Public Safety and Parks and Recreation staff support at the event. U. Immediately following a display, Contractor must identify, remove, and properly dispose of all exploded and unexploded fireworks and shells. V. Contractor must participate with a sweep of the grounds for debris and amber fires from exploded shells at the conclusion of the event. W. Contractor is expected to remove all equipment, product debris, and packaging and return the staging area to its original condition at the conclusion of the event and area sweep. X. The selected agreement will be in effect for July 4, 2026, 2027 and 2028 unless terminated by either party, giving the other party at least 120 days written notice prior to the next Fourth of July celebration of its decision to terminate this agreement. 89 Y. In the event the display is cancelled on both the original display date and the backup date, City agrees to compensate Contractor in the amount of $5,000.00 or mutually agree on a date to reschedule the entire event before the end of the year. Z. The goal for the contractor selected is to excite the audience with a display full of dynamic energy and enthusiasm. PROPOSAL A. FEE QUOTATIONS The city will be looking for the most competitive quote which best meets the needs and desires of the display. The annual fee proposal for the display, listed below, will include all costs associated with the event, including all equipment, product, staffing, delivery, insurance installation, breakdown/clean-up, taxes and service charges. Each firm is requested to provide the maximum amount of fireworks for that fee which is not to exceed the budgeted amounts listed below. The City of Chanhassen is looking for a fireworks provider for a multiple year contract (3 years preferred). • 2026: $33,000 • 2027: $34,000 • 2028: $35,000 B. RIGHT TO REJECT BIDS The City of Chanhassen reserves the right to award the total proposal, to reject any and all proposals in whole or in part, and to waive any informality or technical defects in the City’s judgment. In determination of award, the qualification of the proposal submitter, the conformity with the specifications of services to be supplied will be considered. C. SUBMITTAL REQUIREMENTS Each of the following items shall be considered an integral part of the Contractor’s proposal and shall be submitted to the City on or before the date and time as stated on the Proposal Form: 1. Two copies of a completed and signed Proposal document with signed contract included. 2. List all products with quantities. 3. Identify electronic firing system to be used for display. 4. Provide a copy of Insurance. 5. Provide an estimation of length of display. 6. Provide a copy of state license. 7. Timeline for preparing pre-event staging area. 8. Provide a plan for product/equipment storage and security in the event of a cancellation. 9. Budget for display. 10. A list of references with a minimum of six contacts. 11. The contractor shall indicate any and all deviations from the specifications. Submit to the City of Chanhassen, Attn: Priya Wall, 7700 Market Blvd., P.O. Box 147, Chanhassen, MN 55317, 952-227-1122 OR pwall@chanhassenmn.gov. D. TIMETABLE 1. Proposal submittal deadline-Friday, October 10th, 2025 on/or before 12 noon. 2. Review by Parks and Recreation Supervisory Staff. 3. Notification of contract award will be made after City Council approval. 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 1 Wall, Priya From:James Baxter <minnesotapyrotechnics@gmail.com> Sent:Wednesday, September 17, 2025 4:48 PM To:Wall, Priya Subject:Re: City of Chanhassen 4th of July Fireworks Display Thank you for reaching out. We do not have any interest in bidding on this at this time for the 4th of July. Thanks James Baxter Minnesota Pyrotechnics On Sep 17, 2025, at 2:29 PM, Wall, Priya <pwall@chanhassenmn.gov> wrote: Good afternoon, The City of Chanhassen is inviting Minnesota Pyrotechnics to submit a quote for our fireworks displays on July 4, 2026, 2027, and 2028. The enclosed materials should assist you in providing the requested information. Quotes are due at City Hall by 12 noon on Friday, October 10th, 2025. The successful multiyear quote will be accepted and confirmed after October 27 th, 2025 on approval from the Chanhassen City Council. Please let me know if you have any questions. Thank you! <image001.png> <image002.png> Priya Wall Recreation Manager CITY OF CHANHASSEN PH. 952.227.1422 pwall@chanhassenmn.gov www.chanhassenmn.gov <image003.png> <image004.png> <Fireworks RFP 2026.pdf> <Minnesota Pyrotechnics.pdf> 115 City Council Item October 27, 2025 Item Approve an Encroachment Agreement between the City of Chanhassen and the property owner at 824 Lone Eagle Drive. File No.N/A Item No: D.8 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 824 Lone Eagle Drive (Curtis P. Bjorlin and Brenda K. Bjorlin) desire to replace an existing retaining wall located within an existing public drainage and utility easement. The property is legally described as Lots 2307-2312, Carver Beach. 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 116 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 824 Lone Eagle Dr -EA 10.27.25 117 (resen'ed for rec ordi ng information) ENCROACHMENT AGREEMENT AGREEMENT made this dav of 2025, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation ("City"), and CURTIS P. BJORLIN AND BRENDA K. BJORLIN, AS TRUSTEES OF THE BRENDA K. BJORLIN TRUST DATED JULY 9,2018, as amended, ("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. 25.1601801 Lots 2307-2312, CARVER BEACH. (Torrens Property, Certificate of Title #44397.0) having a street address of 824 Lone Eagle Drive, Chanhassen, Minnesota 55317 ("Subject Property"). The City owns an easement for right of way purposes over portions of the Subject Property ("Easement Areas"). Owners desire to replace an existing retaining wall on the Subject Property that encroaches on the Easement Areas as depicted on the attached Exhibit "A" ("Improvements"). I237534v1 118 2. ENCROACHMENT AUTHORIZATION. The City hereby approves the encroachment in the Easement Areas on the Subject Property for the retaining wall subject to the conditions set forth in this Agreement. Further conditions of encroachment approval are: The City shall have no responsibility to maintain or repair the retaining wall located within the Easement Areas. The retaining wall located on the Subject Property must not impact or increase water drainage on the abutting properties or cause any adverse drainage patterns or erosion to the abutting properties. The Owners agree that the retaining wall was constructed/built consistent with all applicable federal, state and local laws and regulations. The Owners are fully responsible and liable for any and all damage caused to the retaining wall because of its being constructed in the Easement Areas. The Owners of the Subject Property will own and maintain the retaining wall. Further, Owners agree that the Improvements shall be or are constructed consistent with all applicable federal, state and local laws and regulations. 3. HOLD HARMLESS 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 Improvement and removal of Improvements or portions thereof 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 deemed reasonably necessary and that termination determination will be made at the sole discretion of the City. Prior to termination, the City will give the then owners of the Subject Property thirty (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 Owners shall remove that portion of the Improvement to the extent the Improvements impacts the Easement Areas to the effective date of the termination of this Agreement. If the Owners fail to do so, the City may remove the a a a 2237534v1 119 Improvements to the extent the Improvements impacts the Easement Areas and charge the cost of removal back to the owners for reimbursement. 5. RECORDING. This Agreement shall run with the land and shall be recorded against the title to the Subject Property. CITY OF CHANHASSEN By (sEAL)Elise Ryan, Mayor And Laurie l-lokkanen, City Manager STATE OF MINNESOTA COUNTY OF CARVER The foregoing instrument was acknowledged before me this day of 2025, by Elise Ryan and by Laurie Hokkanen, respectively the Mayor and City Manager of the City of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. Notary Public ) )ss ) J237 534v I 120 PROPERTY OWNERS: Curtis P. Bjorlin as the Brenda K. Bjorlin Trust dated July 9, 2018 I AS of the Brenda K Bjorlin Trust dated .luly 9, 2018 STATE OF MINNESOTA COUN'|Y OF C^^,<-( 0 The C4owx foregoing instrument was acknowledged before me this )I- day of 2025, by Curtis P. Bjorlin as Trustee of the Brenda K. Bjorlin Trust dated July 9,2018, on behalf of the trust. KATLYN M. VOGT Notary Public'Minnesota Public My Commission Exprres Jan' 31' 2029 STATE OF MINNESOTA ) COUNTY OF The foregoing instrument was acknowledged before me this ---]j|- day of OcA\V"5 2025. by Brenda K. Bjortin as Trustee of the Brenda K. Bjorlin Trust dated July 9,2018, on behalf of the trust. KATLYN M. VOGT Notary Public-Minnesota Notary blic My Commission Expkes Jan.31, aI29 DRAFTED BY: CALtPBEI,I, KNI.ITSON, Profess io na I A sso c i oti on Crand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 Telephone: (65 I ) 452-5000 AMP/amt K ) )ss. ) t )ss. 4237534v1 121 EXHIBIT *A" ng I near Eagle 5237534v1 EFE 122 City Council Item October 27, 2025 Item Approve a Site Plan Agreement for Eden Springs Assisted Living and Memory Care located at 1620 Arboretum Boulevard File No.Planning Case 2025-10 Item No: D.9 Agenda Section CONSENT AGENDA Prepared By Rachel Jeske, Planner Reviewed By Eric Maass SUGGESTED ACTION "The Chanhassen City Council approves a site plan agreement between the City of Chanhassen and Lighthouse Homes, LLC for the construction of an assisted living and memory care facility subject to any minor revisions as may be approved by the City Attorney." Motion Type Simple Majority Vote of members present Strategic Priority Development & Redevelopment SUMMARY The City Council previously approved the site plan for the proposed 59,130-square-foot assisted living and memory care facility. The city requires that the Applicant enter into a Site Plan Agreement prior to construction of the previously approved project. BACKGROUND The project page is: https://www.chanhassenmn.gov/departments/community- development/planning/proposed-development-projects/eden-springs-senior-living DISCUSSION The applicant was given site plan approval to construct a 59,130-square-foot assisted living and 123 memory care facility. The project requires a site plan agreement between the city and the applicant for the proposed improvements on site. BUDGET RECOMMENDATION Staff recommends the City Council approves the attached site plan agreement between the City of Chanhassen and Lighthouse Homes LLC for the construction of an assisted living and memory care facility. ATTACHMENTS Site Plan Agreement 124 1 229879v4 CITY OF CHANHASSEN SITE PLAN AGREEMENT #2025-10 EDEN SPRINGS ASSISTED LIVING & MEMORY CARE SPECIAL PROVISIONS SITE PLAN AGREEMENT (“Agreement”) dated October 27, 2025, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation, (the "City"), and LIGHTHOUSE HOMES, LLC a Minnesota corporation, (the "Developer"). 1. Request for Site Plan Approval. The Developer has asked the City to approve a site plan for a 42-bed assisted living/memory care facility and associated site improvements to be located on land in Carver County, Minnesota legally described in Exhibit B (“Subject Property”), which buildings include the following: multifamily residential (referred to in this Agreement as the "project"). 2. Conditions of Site Plan Approval. The City hereby approves the project on condition that the Developer enters into this Agreement and furnish the security required by it. 3. Development Plans. The project shall be developed and maintained in accordance with the following plans. The plans, prepared by Civil Site Group, dated October 21, 2025 shall not be attached to this Agreement. If the plans vary from the written terms of this Agreement, the written terms shall control. The plans are: C0.0 TITLE SHEET C1.0 REMOVALS PLAN C1.1 TREE PRESERVATION PLAN/CANOPY PLAN C1.2 TREE PRESERVATION PLAN NOTES C2.0 SITE PLAN C2.1 TURNING MOVEMENT AND WETLAND BUFFER DIAGRAMS C3.0 GRADING PLAN C4.0 UTILITY PLAN - SANITARY & WATER C4.1 UTILITY PLAN - STORM C5.0 CIVIL DETAILS C5.1 CIVIL DETAILS C5.2 CIVIL DETAILS 125 2 229879v4 C5.3 CIVIL DETAILS C5.4 CIVIL DETAILS L1.0 LANDSCAPE PLAN L1.1 LANDSCAPE PLAN NOTES & DETAILS SW1.0 SWPPP - EXISTING CONDITIONS SW1.1 SWPPP - PROPOSED CONDITIONS SW1.2 SWPPP - DETAILS SW1.3 SWPPP - NARRATIVE SW1.4 SWPPP - ATTACHMENTS SW1.5 SWPPP – ATTACHMENTS A000 TITLE SHEET A240 ROOF PLAN, MONUMENT SIGN, TRASHENCLOSURE, EXTERIOR MATERIAL PALETTE A301 RENDERED ELEVATIONS 4. Time of Performance. The Developer shall install all required screening and landscaping by October 27, 2027. The Developer may, however, request an extension of time from the City. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. 5. Security. To guarantee compliance with the terms of this Agreement and all of the Plans, payment of all the costs of all public improvements and construction of all public improvements, the Developer shall furnish the City with a letter of credit in the form attached hereto, from a bank acceptable to the City, cash escrow, or equivalent ("security") for $1,050,953.64 (erosion control, grading, landscaping, stormwater, public improvements, etc.). The security shall be 110 percent of the following: Grading/ Erosion Control/ Landscaping $235,556.50 Northern Buffer Reestablishment $25,300 Street impact $196,649.90 Sanitary Sewer $79,614 Watermain $75,585 Storm Sewer $342,707 Sub-Total $955,412.40 110% $1,050,953.64 The City may draw down the security, on five (5) business days written notice to the Developer, for any violation of the terms of this Contract or without notice if the security is allowed to lapse prior to the end of the required term. If the required public improvements are not completed at least thirty (30) days prior to the expiration of the security, the City may also draw it down without notice. If the security is drawn down, the proceeds shall be used to cure the default. Upon receipt of proof satisfactory to the City that work has been completed and financial obligations to the City have been satisfied, with City approval the security may be reduced from time to time by ninety percent (90%) of the financial obligations that have been satisfied. Ten percent (10%) of the amounts certified by the Developer's engineer shall be retained as security until all improvements have been complete, all 126 3 229879v4 financial obligations to the City satisfied, the required "as constructed" plans have been received by the City, a warranty security is provided, and the public improvements are accepted by the City Council. If the Developer requests a Certificate of Occupancy prior to the installation of site landscaping, then the Developer shall provide to the city an updated letter of credit or cash escrow in an amount sufficient to insure the installation of said landscaping. PROCEDURES FOR LETTER OF CREDIT REDUCTION a. Requests for reductions of Letters of Credit must be submitted to the City in writing by the Developer or Developer’s Engineer. b. Partial lien waivers totaling the amount of the requested reduction shall accompany each such request. c. Any reduction shall be subject to City approval. 6. Notices. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by certified mail at the following address: Lighthouse Homes, LLC 168 Pioneer Trl, No. 129 Chaska, MN 55318 Notices to the City shall be in writing and shall be either hand delivered to the City Manager or mailed to the City by certified mail in care of the City Manager at the following address: Chanhassen City Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, Minnesota 55317, Telephone (952) 227- 1100. 7. Other Special Conditions. City Council hereby approves a site plan for a development of a 42-bed assisted living/memory care facility and associated improvements subject to the conditions provided in this Agreement and the following conditions: Forestry: 1. The Developer shall provide a complete inventory of all trees being removed. Provide the species by name – in some cases, the words cottonwood, ash, or willow are specific enough. Be specific on the type of elm, locust, maple, spruce, pine, etc. That inventory shall include the tree species, DBH measurement, and current condition listed as either poor, fair, or good. 2. The Developer shall submit an acceptable planting plan that complies with diversity requirements. City code requires species diversity such that no more than 10% of the planting is the same species; no more than 20% of the same genus; and no more than 40% from the same family. 127 4 229879v4 3. The Developer shall provide more detail on the location of tree protection fencing, the type of fence being used, and the species being protected. 4. The Developer shall ensure that the landscape value of the project conforms to City Code Section 20-1179. 5. The Developer shall provide baseline canopy coverage and minimum canopy coverage analysis as outlined by City Code section 18-61. 6. Prior to any tree removals, the Developers contractor shall schedule an inspection with the City Forester to confirm which trees will be removed onsite as part of the buffer re- establishment plan. Engineering: 1. The Developer and their engineer shall work with City staff in amending the construction plans, dated 10/21/2025, prepared by Anders Melby with Civil Site Group, to fully satisfy construction plan comments and concerns. Final construction plans will be subject to review and approval by staff prior to the recording of the site plan agreement. 2. All newly constructed streets and sidewalks will be privately owned and maintained. The developer shall provide for review and approval maintenance agreements for these improvements. 3. All sanitary sewer mains shall be privately owned and maintained and their connection to the MCES interceptor be permitted through MCES. Approval to connect directly to the MCES interceptor shall be provided to the City prior to recording of the Site Plan Agreement. The Developer will be required to enter into a maintenance agreement with the city for the proposed inside drop within MCES manhole prior to issuance of building permits. 4. It is the Developer’s responsibility to ensure that permits are received from all other agencies with jurisdiction over the project (i.e. MCES, Army Corps of Engineers, DNR, MnDOT, Carver County, RPBC Watershed District, Board of Water and Soil Resources, PCA, MDH, MPCA, etc.). Once permits are received, applicant shall provide copies to the City’s engineering office prior to start of construction. 5. Developer shall provide a traffic control plan to construct the connections to 78th Street and the connection to the existing watermain. 6. Developer shall provide agreement with MCES to connect into manhole. 7. For connection to W 78th St, the Developer shall provide a straight cut across the entire road width. 8. The Developer shall update the removal plans showing no pavement removals due to the directly drilled sewer crossing. 9. Casing the sewer service crossing 78th is not required but would be acceptable if selected by the Developer. Developer shall resubmit plans showing the final construction method selected by applicant. 10. Impact to WB 78th St to construct the eastern most driveway entrance shall be four feet wide in order to achieve pavement compaction densities. The Developer shall match existing pavement & road section. 11. Impact to WB 78th St to construct the western most driveway entrance shall be one large rectangle in order to limit differential settlement. Reference reviewed PDF from 10/22/2025. 12. The Developer shall work with their engineer to adjust the proposed gate valve to keep it outside the curb and gutter prior to issuance of a building permit. 128 5 229879v4 13. The Developers shall have their engineer stretch the detail plate sheets to improve legibility prior to issuance of a building permit. Water Resources: 1. The Developer shall provide an operation and maintenance plan (O&M) for the private stormwater BMPs onsite. The O&M of private stormwater BMPs is required in perpetuity and must be approved by the Water Resources Engineer, or their designee, to be recorded against the benefiting properties, prior to building permits being issued. The O&M agreement shall outline the areas to be irrigated with the reuse system. This shall be approved by the City and recorded against the property prior to issuance of a building permit. 2. It is the Developer’s responsibility to ensure that permits are received from all other agencies with jurisdiction over the project (i.e. MnDNR, Carver County, RPBCWD, Board of Water and Soil Resources, MnDOT, DNR, etc.) prior to the commencement of construction activities. Building: 1. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. 2. Building plans must be submitted to the Department of Labor and Industry (DOLI) for plan review. 3. After DOLI has completed their plan review a building permit must be obtained from the City of Chanhassen before beginning any construction. 4. The building is required to have automatic fire extinguishing systems. 5. Retaining walls (if present) more than four feet high, measured from the bottom of the footing to the top of the wall, must be designed by a professional engineer and a building permit must be obtained prior to construction. Retaining walls (if present) under four feet in height require a zoning permit. Fire: 1. The building is required to have a full fire alarm with notification system. A certificate of occupancy shall not be issued prior to passing a fire alarm final inspection. 2. Hydrants are required within 100 feet of both fire department connection locations. 8. General Conditions. The general conditions of this Agreement are attached as Exhibit "A" and incorporated herein. 9. Counterparts. This Agreement may be executed in any number of counterparts, each of which shall constitute one and the same instrument. - Remainder of page intentionally left blank - 129 6 229879v4 CITY OF CHANHASSEN BY: Elise Ryan, Mayor AND: Laurie Hokkanen, City Manager STATE OF MINNESOTA ) ( ss COUNTY OF CARVER ) The foregoing instrument was acknowledged before me this day of , 2025, by Elise Ryan, Mayor, and by Laurie Hokkanen, City Manager, of the City of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. __________________________________ NOTARY PUBLIC 130 7 229879v4 DEVELOPER: LIGHTHOUSE HOMES, LLC BY: Its:_____________________________________ STATE OF MINNESOTA ) ( ss. COUNTY OF ) The foregoing instrument was acknowledged before me this ____ day of _____________, 2025 by ________________, the __________________ of Lighthouse Homes, LLC, a Minnesota corporation, on behalf of the entity. __________________________________ NOTARY PUBLIC DRAFTED BY: City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chanhassen, MN 55317 (952) 227-1100 131 8 229879v4 MORTGAGE HOLDER CONSENT TO SITE PLAN AGREEMENT , which holds a mortgage on the subject property, the development of which is governed by the foregoing Site Plan Agreement agrees that the Site Plan Agreement shall remain in full force and effect even if it forecloses on its mortgage. Dated this day of , 2025. STATE OF MINNESOTA ) ( ss. COUNTY OF ) The foregoing instrument was acknowledged before me this day of , 2025, by . NOTARY PUBLIC DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952) 227-1100 132 9 229879v4 CITY OF CHANHASSEN SITE PLAN AGREEMENT EXHIBIT "A" GENERAL CONDITION 1. Right to Proceed. Within the Subject Property, the Developer may not grade or otherwise disturb the earth, remove trees, construct improvements, construct public or private utilities, or any buildings until all the following conditions have been satisfied: 1) this Agreement has been fully executed by both parties, filed with the City Clerk and recorded with the County Recorder’s Office or Registrar of Title’s Office of the County of the Subject Property, 2) the necessary security and fees have been received by the City, 3) the necessary insurance for the Developer and its contractors has been received by the City, 4) a preconstruction meeting has been held by the Developer and the Developer’s Engineer, and 5) the City has issued a building permit provided the foregoing conditions having been satisfied. 2. Maintenance of Site. The Subject Property shall be maintained in accordance with the approved site plan. Plants and ground cover required as a condition of site plan approval which die shall be promptly replaced. 3. License. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the site to perform all work and inspections deemed appropriate by the City in conjunction with site plan development. 4. Public Improvements. The public improvements shall be installed in accordance with City Standard Specifications and Detail Plates and City Ordinance. The Developer shall submit plans and specifications which have been prepared by a competent registered professional engineer to the City for approval by the City Engineer. The Developer shall instruct its engineer to provide adequate field inspection personnel to assure an acceptable level of quality control to the extent that the Developer’s engineer will be able to certify that the construction work meets the approved City standards as a condition of City acceptance. The Developer shall obtain all necessary permits from the Metropolitan Council Environmental Services and other pertinent agencies before proceeding with construction. In addition, the City may, at the City’s discretion and at the Developer’s expense, have one or more City inspectors and a soil engineer inspect the work on a full or part-time basis. The Developer’s engineer shall provide for on-site project management. The Developer’s engineer is responsible for design changes and contract administration between the Developer and the Developer’s contractor. The Developer or its engineer shall schedule a pre-construction meeting at a mutually agreeable time at the City with all parties concerned, including the City staff, to review the program for the construction work. Within thirty (30) days after the completion of the improvements and before the security is released, the Developer shall supply the City with a complete set of reproducible “as constructed” plans and an electronic file of the “as constructed” plans prepared in accordance with City standards. After completion of the improvements, a representative of the contractor, and a representative of the Developer's engineer will make a final inspection of the work with the City Engineer. Before the City accepts the improvements, the City Engineer shall be satisfied that all work is satisfactorily completed in accordance with the approved plans and specifications and the Developer and his engineer shall submit a written statement to the City Engineer certifying that the project has been completed in accordance with the approved plans and specifications. The appropriate contractor waivers shall also be provided. Final acceptance of the public improvements shall be by City Council resolution. 133 10 229879v4 A. Warranty. The Developer warrants all public improvements required to be constructed by it pursuant to this Contract against poor material and faulty workmanship. The Developer shall submit either 1) a warranty/maintenance bond for 100% of the cost of the improvement, or 2) a letter of credit for twenty-five percent (25%) of the amount of the original cost of the improvements. The required warranty period for materials and workmanship for the utility contractor installing public sewer and water mains shall be two (2) years from the date of final written City acceptance of the work. 5. Erosion Control. Before the site is rough graded, and before any building permits are issued, the erosion control plan, Plan B, shall be implemented, inspected, and approved by the City. The City may impose additional erosion control requirements if they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded forthwith after the completion of the work in that area. Except as otherwise provided in the erosion control plan, seed shall be certified seed to provide a temporary ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion. If the Developer does not comply with the erosion control plan and schedule or supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion at the Developer's expense. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and City's rights or obligations hereunder. No development will be allowed and no building permits will be issued unless there is full compliance with the erosion control requirements. Erosion control shall be maintained until vegetative cover has been restored. After the site has been stabilized to where, in the opinion of the City, there is no longer a need for erosion control, the City will authorize removal of the erosion control measures. 6. Clean up. The Developer shall maintain a neat and orderly work site and shall daily clean, on and off site, dirt and debris, including blowables, from streets and the surrounding area that has resulted from construction work by the Developer, its agents or assigns. 7. Warranty. All trees, grass, and sod required in the approved Landscaping Plan, Plan C, shall be warranted to be alive, of good quality, and disease free at the time of planting. All trees shall be warranted for twelve (12) months from the time of planting. The Developer or his contractor(s) shall post a letter of credit or cash escrow to the City to secure the warranties at the time of final acceptance. 8. Responsibility for Costs. A. The Developer shall hold the City and its officers and employees harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from site plan approval and development. The Developer shall indemnify the City and its officers and employees for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including attorneys' fees. B. The Developer shall reimburse the City for costs incurred in the enforcement of this Agreement, including engineering and attorneys' fees. C. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Agreement within thirty (30) days after receipt. If the bills are not paid on time, the City may halt all development work and construction. Bills not paid within thirty (30) days shall accrue interest at the rate of 8% per year. D. The Developer shall pay all costs incurred by it or the City in conjunction with the 134 11 229879v4 development of the site and installation of public improvements, including but not limited to legal, planning, engineering and inspection expenses incurred in connection with approval of the site plan, the preparation of this Agreement, review of any other plans and documents. E. In addition to the charges and special assessments referred to herein, other charges and special assessments may be imposed such as, but not limited to, sewer availability charges (“SAC”), City water connection charges, City sewer connection charges, and building permit fees. 9. Developer's Default. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer is first given written notice of the work in default, not less than four (4) days in advance. This Agreement is a license for the City to act, and it shall not be necessary for the City to seek a Court order for permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 10. Miscellaneous. A. Construction Trailers. Placement of on-site construction trailers and temporary job site offices shall be approved by the City Engineer. Trailers shall be removed from the subject property within thirty (30) days following the issuance of a certificate of occupancy unless otherwise approved by the City Engineer. B. Postal Service. The Developer shall provide for the maintenance of postal service in accordance with the local Postmaster's request. C. Third Parties. Third parties shall have no recourse against the City under this Agreement. D. Breach of Contract. Breach of the terms of this Agreement by the Developer shall be grounds for denial of building permits. E. Severability. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Agreement is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Agreement. F. Occupancy. Unless approved in writing by the City Engineer, no one may occupy a building for which a building permit is issued on either a temporary or permanent basis until the streets needed for access have been paved with a bituminous surface and the utilities tested and approved by the city. G. Waivers/Amendments. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Agreement. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Agreement shall not be a waiver or release. H. Recording. This Agreement shall run with the land and may be recorded against the title to the Subject Property. The Developer covenants with the City, its successors and assigns, that the Developer has fee title to the Subject Property and/or has obtained consents to this Agreement, in the form attached hereto, from all parties who have an interest in the property; that there are no unrecorded interests in the property; and that the Developer will indemnify and hold the City harmless for any breach of the foregoing covenants. I. Remedies. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to 135 12 229879v4 time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. J. Construction Hours. The normal construction hours under this Agreement shall be from 7:00 a.m. to 9:00 p.m. on weekdays, from 9:00 a.m. to 5:00 p.m. on Saturdays, with no such activity allowed on Sundays or any recognized legal holidays. Construction activities in conjunction with new developments and City improvement projects, including but not limited to grading, utility installation and paving, requiring the use of heavy equipment shall be permitted between the hours of 7:00 a.m. and 6:00 p.m. on any weekday and 9:00 a.m. and 5:00 p.m. on Saturdays. No such activity is permitted on Sundays or public holidays. Operation of all internal combustion engines used for construction or dewatering purposes beyond the normal working hours will require City Council approval. K. Soil Treatment Systems. If soil treatment systems are required, the Developer shall clearly identify in the field and protect from alteration, unless suitable alternative sites are first provided, the two soil treatment sites identified during the site plan process for each lot. This shall be done prior to the issuance of a Grading Permit. Any violation/disturbance of these sites shall render them as unacceptable and replacement sites will need to be located for each violated site in order to obtain a building permit. L. Compliance with Laws, Ordinances, and Regulations. In the development of the site plan, the Developer shall comply with all laws, ordinances, and regulations of the following authorities: 1. City of Chanhassen; 2. State of Minnesota, its agencies, departments and commissions; 3. United States Army Corps of Engineers; 4. Watershed District; 5. Metropolitan Government, its agencies, departments and commissions. M. Proof of Title. Upon request, the Developer shall furnish the City with evidence satisfactory to the City that it has the authority of the fee owners and contract for deed purchasers to enter into this Agreement. N. Soil Conditions. The Developer acknowledges that the City makes no representations or warranties as to the condition of the soils on the Subject Property or its fitness for construction of the improvements or any other purpose for which the Developer may make use of such property. The Developer further agrees that it will indemnify, defend, and hold harmless the City, its governing body members, officers, and employees from any claims or actions arising out of the presence, if any, of hazardous wastes or pollutants on the Subject Property, unless hazardous wastes or pollutants were caused to be there by the City. O. Soil Correction. The Developer shall be responsible for soil correction work on the Subject Property. The City makes no representation to the Developer concerning the nature of suitability of soils nor the cost of correcting any unsuitable soil conditions which may exist. P. Insurance. Developer shall take out and maintain until six (6) months after the City has accepted the public improvements, public liability and property damage insurance covering personal injury, including death, and claims for property damage which may arise out of Developer's work or the work of its subcontractors or by one directly or indirectly employed by any of them. Limits for bodily injury and death shall be not less than $500,000 for one person and $1,000,000 for each occurrence; limits for property damage shall be not less than $500,000 for each occurrence; or a combination single limit policy of $1,000,000 or more. The City shall be named as an additional insured on the policy, and the Developer shall file with the City a certificate evidencing coverage prior to the City signing the Agreement. The 136 13 229879v4 certificate shall provide that the City must be given ten (10) days advance written notice of the cancellation of the insurance. The certificate may not contain any disclaimer for failure to give the required notice. - Remainder of page intentionally left blank - 137 14 229879v4 EXHIBIT B Legal Description: That part of Tracts A and B below: Tract A: That part of the Southeast Quarter of the Southeast Quarter of Section 10, Township 116 North, Range 23 West, Carver County, Minnesota, described as follows: Beginning at a point on the south line of said Southeast Quarter of the Southeast Quarter, distance 195.0 feet west of the southeast corner thereof; thence west along said south line a distance of 361.00 feet; thence northerly parallel to the east line of said Southeast Quarter of the Southeast Quarter a distance of 593.20 feet; thence deflecting right at an angle of 62 degrees 00 minutes 00 seconds a distance of 150 feet, more or less, to the center line of creek; thence easterly along said centerline to its intersection with a line drawn northerly and parallel with said east line from point of beginning; thence southerly along said parallel line to the point of beginning. Tract B: That part of the Southeast Quarter of the Southeast Quarter of Section 10, Township 116 North, Range 23 West, Carver County, Minnesota, described as follows: Beginning at a point on the south line of said Southeast Quarter of the Southeast Quarter, distance 195.0 feet west of the southeast corner thereof; thence northerly parallel with the east line of said Southeast Quarter of the Southeast Quarter to its intersection with the centerline of the creek; thence easterly along said centerline of the creek to its intersection with the east line said Southeast Quarter of the Southeast Quarter; thence southerly along said east line to the southeast corner of said Southeast Quarter of the Southeast Quarter; thence west along said south line to the point of beginning; which lies northerly of the northerly boundary of Minnesota Department of Transportation Right of Way Plat Numbered 10-09 as the same is on file and of record in the office of the County Recorder in and for said county. 138 1 229879v4 IRREVOCABLE LETTER OF CREDIT No. ___________________ Date: _________________ TO: City of Chanhassen 7700 Market Boulevard, Box 147 Chanhassen, Minnesota 55317 Dear Sir or Madam: We hereby issue, for the account of (Name of Developer) and in your favor, our Irrevocable Letter of Credit in the amount of $____________, available to you by your draft drawn on sight on the undersigned bank. The draft must: a) Bear the clause, "Drawn under Letter of Credit No. __________, dated ________________, 2______, of (Name of Bank) "; b) Be signed by the Mayor or City Manager of the City of Chanhassen. c) Be presented for payment at (Address of Bank) , on or before 4:00 p.m. on November 15, 2______. This Letter of Credit shall automatically renew for successive one-year terms unless, at least forty- five (45) days prior to the next annual renewal date (which shall be November 15 of each year), the Bank delivers written notice to the Chanhassen City Manager that it intends to modify the terms of, or cancel, this Letter of Credit. Written notice is effective if sent by certified mail, postage prepaid, and deposited in the U.S. Mail, at least forty-five (45) days prior to the next annual renewal date addressed as follows: Chanhassen City Manager, Chanhassen City Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, MN 55317, and is actually received by the City Manager at least thirty (30) days prior to the renewal date. This Letter of Credit sets forth in full our understanding which shall not in any way be modified, amended, amplified, or limited by reference to any document, instrument, or agreement, whether or not referred to herein. This Letter of Credit is not assignable. This is not a Notation Letter of Credit. More than one draw may be made under this Letter of Credit. This Letter of Credit shall be governed by the most recent revision of the Uniform Customs and Practice for Documentary Credits, International Chamber of Commerce Publication No. 600. We hereby agree that a draft drawn under and in compliance with this Letter of Credit shall be duly honored upon presentation. BY: ____________________________________ Its _____________________________ 139 City Council Item October 27, 2025 Item Resolution 2025-XX; Call for Public Hearing to Order the Great Plains Boulevard/Lake Drive East Improvement Project File No.ENG 26-02 Item No: D.10 Agenda Section CONSENT AGENDA Prepared By Charlie Howley, Director of Public Works/City Engineer Reviewed By Laurie Hokkanen SUGGESTED ACTION "The Chanhassen City Council approves a resolution calling for a public hearing to be held at the October 27, 2025 City Council meeting to consider accepting the Feasibility Study and to consider ordering the Great Plains Boulevard-Lake Drive East Improvement Project." Motion Type Simple Majority Vote of members present Strategic Priority Asset Management SUMMARY Great Plains Boulevard between Highway 5 and Lake Drive East, along with Lake Drive East from Great Plains Boulevard to just west of the strip center is programmed for rehabilitation in 2026. Preliminary design is underway and a Feasibility Study is scheduled to be presented to the City Council for acceptance at their October 27, 2025 meeting. This meeting will be a public hearing and the City Council will be asked to consider ordering the improvement. The project page is: https://www.chanhassenmn.gov/government/projects/street-projects/great-plains- lake-drive-east-rehabilitation-project BACKGROUND 140 N/A DISCUSSION N/A BUDGET N/A RECOMMENDATION Staff recommends calling for the Public Hearing. ATTACHMENTS Resolution - Call Improvement PH for 26-02 Great Plains_Lake Dr E_Rev01 141 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: October 27, 2025 RESOLUTION NO: 2025-XX MOTION BY: SECONDED BY: A RESOLUTION CALLING FOR A PUBLIC HEARING FOR THE GREAT PLAINS BOULEVARD/LAKE DRIVE EAST REHABILITATION PROJECT WHEREAS, a feasibility study is being prepared by the city’s engineering consultant with reference to the above-referenced project, and this report will be received by the City Council on November 10, 2025; and WHEREAS, the feasibility study will provide information regarding whether the proposed project is necessary, cost-effective, and feasible; whether it should best be made as proposed or in connection with some other improvement; the estimated cost of the improvement as recommended; and a description of the methodology used to calculate individual assessments for benefitting parcels. NOW THEREFORE, BE IT RESOLVED by the Chanhassen City Council that a public hearing shall be held on such proposed improvements on the 10th day of November, 2025, in the council chambers of the city hall at 7 p.m. and the City Clerk shall give mailed and published notice of such hearing and improvement as required by law. Passed and adopted by the Chanhassen City Council this 27th day of October, 2025. ATTEST: Jenny Potter, City Clerk Elise Ryan, Mayor YES NO ABSENT 142 City Council Item October 27, 2025 Item Resolution 2025-XX; Approve vacant land purchase from Carver County File No.N/A Item No: D.11 Agenda Section CONSENT AGENDA Prepared By Charlie Howley, Director of Public Works/City Engineer Reviewed By Laurie Hokkanen SUGGESTED ACTION "The Chanhassen City Council approves a resolution authorizing entering into a purchase agreement with Carver County for excess public right of way on the north side of Lyman Boulevard between Crossroads Boulevard and Great Plains Boulevard." Motion Type 2/3 Vote Strategic Priority Development & Redevelopment SUMMARY The width of the existing public right of way for Lyman Boulevard (CSAH 18) west of Great Plains Boulevard is more than what is needed per Carver County's Highway standards and the long-term vision for the County Highway. This right of way was acquired as part of the TH 212 construction and this is clean up work as part of the original land acquisition. An appraisal was prepared establishing the fair market value for the property at $10,000. BACKGROUND N/A DISCUSSION 143 A purchase agreement has been prepared by the County and reviewed by the City Attorney. BUDGET The purchase price is $10,000 and will come from the General Fund. RECOMMENDATION Staff recommends approval of the purchase agreement. ATTACHMENTS Resolution approving purchase agreement with Carver County Location Map Purchase Agreement Appraisal 144 1 @BCL@301510A0 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: October 27, 2025 RESOLUTION NO: 2025-XX MOTION BY: SECONDED BY: RESOLUTION APPROVING ACQUISITION OF PROPERTY WHEREAS, Carver County is the fee owner of property legally described in Exhibit A (“County Property”) abutting and northerly of Lyman Boulevard between Crossroads Boulevard and Great Plains Boulevard; and WHEREAS, the City of Chanhassen (“City”) is proposing to acquire a portion of the County Property legally described in Exhibit B ("Property") for public purposes, which Property consists of approximately 14,542 sq. ft.; and WHEREAS, the City has received and reviewed the proposed Vacant Land Purchase Agreement (“Agreement”) for the acquisition of the Property to be entered into by and between the City and Carver County; and WHEREAS, Minn. Stat. § 462.356, subd. 2 requires that the Planning Commission review the City's proposed acquisitions and dispositions of property, and WHEREAS, Minn. Stat. § 462.356, subd. 2 provides for an exception from the Planning Commission review requirement upon 2/3 vote of the City Council dispensing with the requirement and finding that the acquisition or disposal of the property has no relationship to the comprehensive municipal plan. NOW, THEREFORE, BE IT RESOLVED by the City of Chanhassen, Minnesota: 1. The City Council finds that the acquisition of the Property has no relationship to the comprehensive municipal plan; 2. Review by the Planning Commission of the conveyance of the Property is hereby dispensed with, the Agreement is hereby approved. 3. The City Attorney and City staff are authorized to finalize all documents necessary to complete the acquisition of the Property. 4. The Mayor and City Manager are authorized to execute any and all documents necessary and required under the terms of the Agreement to effect the acquisition of the Property. 145 2 @BCL@301510A0 APPROVED AND ADOPTED this _____ day of ____________, 2025, by the City Council of the City of Chanhassen, Minnesota. CITY OF CHANHASSEN By _______________________________ Elise Ryan, Mayor ATTEST: _____________________________ Jenny Potter, City Clerk 146 3 @BCL@301510A0 EXHIBIT A Legal Description of County Property Tract A, the Southwest Quarter of the Northwest Quarter of Section 24, Township 116 North, Range 23 West, Carver County, Minnesota, which lies southerly and westerly of Line 2 described below: Line 2. Beginning at Right of Way Boundary Corner B1729 as shown on Minnesota Department of Transportation Right of Way Plat No. 10-17 as the same is on file and of record in the office of the County Recorder in and for said County; thence easterly on an azimuth of 90 degrees 29 minutes 44 seconds along the boundary of said plat for 550.03 feet to Right of Way Boundary Corner 830; thence on an azimuth of 179 degrees 35 minutes 22 seconds for 85.22 feet to the south line of said Southwest Quarter of the Northwest Quarter and there terminating. 147 4 @BCL@301510A0 EXHIBIT B Legal Description of Property That part of the following described property lying north of the south 60.00 feet thereof: Tract A, the Southwest Quarter of the Northwest Quarter of Section 24, Township 116 North, Range 23 West, Carver County, Minnesota; which lies southerly and westerly of Line 2 described below: Line 2. Beginning at Right of Way Boundary Corner B1729 as shown on Minnesota Department of Transportation Right of Way Plat No. 10-17 as the same is on file and of record in the office of the County Recorder in and for said County; thence easterly on an azimuth of 90 degrees 29 minutes 44 seconds along the boundary of said plat for 550.03 feet to Right of Way Boundary Corner -B30; thence on an azimuth of 179 degrees 35 minutes 22 seconds for 85.22 feet to the south line of said Southwest Quarter of the Northwest Quarter and there terminating. 148 22540 ix PATCHIN MESSNER Valuation Counselors AERIAL VIEW OF SUBJECT Note: The above property boundaries were estimated by the appraiser. N SUBJECT 149 DOCS-#236804-v10-VACANT_LAND_PURCHASE_AGREEMENT_NWC_OF_HIGHWAY_101_&_LYMAN 1 VACANT LAND PURCHASE AGREEMENT THIS VACANT LAND PURCHASE AGREEMENT (“Agreement”) is made on the _____ day of ______________, 2025, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation, located at 7700 Market Boulevard, Chanhassen, Minnesota 55317 (“Buyer”), and the COUNTY OF CARVER COUNTY, a political subdivision and municipal corporation under the laws of the State of Minnesota, located at 600 East 4th Street, Chaska, Minnesota 55318 (“Seller”). The Buyer and the Seller may be referred to collectively hereinafter as the “Parties.” RECITALS WHEREAS, the Seller is the record owner in fee simple of the parcel of real property legally described in Exhibit A, attached hereto and incorporated herein, (“Seller Parcel”); and WHEREAS, the Buyer desires to acquire that certain portion of the Seller Parcel, which is legally described in Exhibit B, attached hereto and incorporated herein, (“Property”), for -a public use or purpose (“Public Use”); and WHEREAS, Minnesota Statute § 465.035 allows any Minnesota county government to convey land it owns in fee simple and no longer needs, without complying with the requirements of Minnesota Statute § 373.01, for a nominal consideration, without consideration, or for such consideration as may be agreed upon, to any governmental subdivision of the State of Minnesota for public use when authorized by - its governing board of commissioners; and WHEREAS, the Seller’s Board of Commissioners authorized the Seller to convey the Property to the Buyer for the Public Use at its Board Meeting held on September 2, 2025. NOW, THEREFORE, in consideration of the mutual promises and for other good and valuable consideration, which the Buyer and Seller acknowledge to be sufficient, the Buyer and the Seller hereby agree and stipulate as follows: 1. RECITALS. All the recitals set forth above are true and correct and shall be made fully a part of this Agreement as if set forth in their entirety herein. 2. EFFECTIVE DATE. This Agreement shall become effective on the day that each of the authorized representatives of the Parties sign this Agreement, (“Effective Date.”) 3. OFFER/ACCEPTANCE. The Seller agrees to sell and convey to Buyer, and Buyer agrees to purchase and take title to and possession of the Property according to the terms and conditions set forth hereinafter. 4. PRICE AND TERMS. The purchase price for the Property shall be Ten Thousand and No/100 Dollars and No Cents ($10,000.00), (“Purchase Price"). The Purchase Price (adjusted for prorations in accordance with this Agreement) shall be paid by Buyer to Seller on the Date of 150 DOCS-#236804-v10-VACANT_LAND_PURCHASE_AGREEMENT_NWC_OF_HIGHWAY_101_&_LYMAN 2 Closing, as defined hereinafter, by an electronic wire transfer or by the delivery of other certified funds to Seller. 5. DEED/MARKETABLE TITLE. Upon performance and delivery of payment of the Purchase Price by Buyer to Seller, the Seller shall execute and deliver a Quit Claim Deed, conveying good and marketable title of record, subject to the following reservations: A. Reservations of minerals or mineral rights by the State of Minnesota, if any; B. Reservation of all iron ore and other valuable mineral rights in and upon the lands, not otherwise reserved by the State of Minnesota, with the right to explore for, mine, and remove the iron ore and other valuable minerals; and B. Building and zoning laws, ordinances, state and federal regulations; and C. Permitted Encumbrances as provided under Paragraph 9 of this Agreement. 6. REAL ESTATE TAXES AND SPECIAL ASSESSMENTS. A. The Property is currently exempt from real and personal property taxes. Seller shall pay on or before the Date of Closing all levied and pending special assessments. 7. RIGHTS OF ACCESS AND ENTRY PRIOR TO CLOSING. A. During the period from the date of full execution of this Agreement to the Date of Closing, and upon Buyer providing written notice to Seller at least ten (10) days before entering the Property, advising Seller of Buyer’s and Buyer’s authorized agents plan(s) and schedule to enter in and upon the Property to exercise Buyer’s right to investigate, inspect, and to perform surveying and testing of the Property. Such investigation and testing may include surveys, measurements, soil tests and other similar tests that Buyer reasonably deems necessary to determine whether the Property is suitable for Buyer’s intended use and enjoyment. All investigations, surveys, and testing shall be conducted at Buyer’s sole cost and expense. B. Buyer shall provide Seller with a written copy of any written reports generated from the investigation(s) and testing. C. Buyer shall restore the Property to substantially the same condition in which it was found and shall not cause any unnecessary damage to the Property. D. Buyer shall indemnify, hold harmless and defend Seller from any and all claims by third persons of any nature whatsoever arising from or related to the exercise of Buyer’s rights of access and entry to the Property hereunder, including but not limited to all actions, proceedings, demands, assessments, costs, expenses and attorneys' fees. E. Buyer shall not perform any invasive testing of the Property without Seller’ prior written consent. Seller’s consent may be conditioned upon any restrictions that Seller reasonably deems necessary. F. Notwithstanding the foregoing, Buyer’s liability shall not exceed the limits provided under Minnesota Statute Chapter 466. 151 DOCS-#236804-v10-VACANT_LAND_PURCHASE_AGREEMENT_NWC_OF_HIGHWAY_101_&_LYMAN 3 8. POSSESSION. Seller shall deliver possession of the Property not later than the actual Date of Closing, provided all terms and conditions of this Agreement are satisfied. 9. TITLE INSURANCE. A. Within ten (10) days of the Effective Date, Buyer -may, at the Buyer’s sole cost and expense, order a Minnesota ALTA Title Insurance Commitment on the current ALTA Title Commitment Form to insure the Buyer is satisfied that the Seller has good and marketable title to the Property, and to ensure the Property is free and clear of liens, mortgages, charges or encumbrances, except the Permitted Encumbrances, and including copies of all items of record identified therein (“Title Commitment”). B. Within fifteen (15) business days after the Buyer receives the Title Commitment, the Buyer shall provide the Title Commitment to the Seller, and the Buyer may make written objections (“Objections”) to the form and/or contents of the Title Commitment, by delivering Objections to the Seller. Any items shown in the Title Commitment and not objected to by Buyer within fifteen (15) business days after receipt of the Title Commitment by Buyer, shall be deemed by Buyer to be Permitted Encumbrances. 10. TITLE CORRECTIONS AND REMEDIES. Seller shall have thirty (30) days from receipt of Buyer’s Title Commitment and written Objections to make the title marketable. Upon receipt of Buyer's Objections, Seller shall, within ten (10) business days, notify Buyer of Seller’s intention to make title marketable within the thirty (30)-day period. The cure of the defects to title by Seller shall be reasonable, diligent, and prompt. Pending correction of title, all payments required herein, and the Closing shall be postponed. Upon correction of title and within ten (10) days after written notice to Buyer, the Parties shall perform this Agreement according to its terms. If no such notice is given or if notice is given but the Seller does not cure the Objections within the time provided for hereunder, then Buyer (at Buyer’s option) shall have the right to: A. Terminate this Agreement, in which case the Parties shall have no further rights, duties or obligations hereunder, except those obligations that expressly survive termination- B. Accept title to the Property subject to the Objections that Seller has elected not to cure, without reduction in the amount of the Purchase Price, in which case such Objections to title shall be deemed to have become permitted encumbrances, “Permitted Encumbrances.” 11. WELL DISCLOSURE. [Check one of the following:] X Seller certifies that Seller does not know of any wells on the Property. Wells on the Property are disclosed by Seller on the attached Well Disclosure form. 152 DOCS-#236804-v10-VACANT_LAND_PURCHASE_AGREEMENT_NWC_OF_HIGHWAY_101_&_LYMAN 4 12. DISCLOSURE OF INDIVIDUAL ON-SITE SEWAGE TREATMENT SYSTEM. [Check one of the following:] X Seller certifies that Seller does not know of any individual on-site sewage treatment systems on the Property. Individual on-site sewage treatment systems on the Property are disclosed by Seller on the attached Disclosure form. 13. SELLER’S COVENANTS, REPRESENTATIONS AND WARRANTIES. Seller does hereby covenant, warrant and represent to the Buyer as follows: A. Seller has or as of the Date of Closing shall have marketable and insurable title to the Property of record, except for the Permitted Exceptions. B. To Seller’s actual knowledge, the conveyance of the Property pursuant hereto shall not violate any applicable statute, ordinance, governmental restriction or regulation, or any private restriction or agreement. C. As of the Date of Closing there shall be no outstanding or unpaid claims, actions or causes of action related to any transaction or obligation entered into or incurred by Seller with respect to the Property prior to the date hereof. D. To Seller’s actual knowledge, there are no underground storage tanks or wells on the Property, it being understood that the foregoing representation shall be recited in the deed to be delivered by the Seller at Closing. E. Seller is not a foreign person as defined in §1445(f)(3) of the Internal Revenue Code or regulations issued thereunder. F. To Seller’s actual knowledge, there is no action, litigation, investigation, condemnation or other proceedings of any kind pending or threatened against Seller with respect to the Property. G. To the best of Seller’s actual knowledge: (1) No toxic materials, hazardous wastes or hazardous substances, as such terms are defined in the Resource Conservation and Recovery Act of 1996, as amended (42 U.S.C. §6901, et seq.) or in the Comprehensive Environmental Response Compensation and Liability Act of 1980, as amended (42 U.S.C. §9601, et seq.), including, without limitation, any asbestos or asbestos-related products or materials and any oils, petroleum-derived compounds or pesticides ("Hazardous Materials") have been generated, treated, stored, released or disposed of or otherwise placed, deposited in or located on the Property; and (2) The Property is free of Hazardous Materials and is not subject to any “superfund” type liens or claims by governmental regulatory agencies or third parties arising from the release or threatened release of hazardous substances in, on, or about the Property. 153 DOCS-#236804-v10-VACANT_LAND_PURCHASE_AGREEMENT_NWC_OF_HIGHWAY_101_&_LYMAN 5 These warranties and indemnifications shall survive the delivery of the Quit Claim Deed for a period of twelve (12) months after the Date of Closing. H. Protected Historical Sites. [Select either one of the following:] Seller represents that Seller does not know if there are historical, Native American, or archeological materials on or in the Property that might be protected by law. X To the best of Seller’s actual knowledge, the Property does not have any American Indian burial grounds, other human burial grounds, ceremonial earthworks, historical materials, and/or other archeological sites that are protected by federal or state law. Buyer’s obligation to Close shall be contingent upon Buyer determining to Buyer’s reasonable satisfaction that the Property does not have any American Indian burial grounds, other human burial grounds, ceremonial earthworks, historical materials, and/or other archeological sites that are protected by federal or state law. I. No part of the Property is subject to an agricultural preserve covenant or constitutes an agricultural preserve pursuant to Minn. Stat. § 473H.02 to 473H.17. J. Seller has not engaged a broker in relation to the sale of the Property. 14. CLOSING. Unless terminated earlier or extended as provided herein, the date for closing the sale and purchase of the Property (“Closing”) shall be on a date mutually agreed to by the Parties but not later than December 1, 2025 (“Date of Closing”). The Closing shall be at a location and time that is mutually agreeable to the Parties. Unless otherwise agreed by the Parties in writing, in the event that any of the contingencies provided for in this Agreement are not satisfied prior to the Date of Closing, this Agreement shall be null and void and of no further force and effect. At Closing, Seller and Buyer shall disclose their or Federal Tax Identification Numbers for the purposes of completing state and federal tax forms. 15. CLOSING DOCUMENTS. A. At the Closing, Seller shall execute and/or deliver to Buyer the following (collectively the "Closing Documents"): (1) Quit Claim Deed. A Quit Claim Deed in recordable form and reasonably satisfactory to Buyer and Seller, which shall include the following: a) well representation: “Seller certifies that the Seller does not know of any wells on the described Property;” and ) “Seller reserves to itself, all iron ore and other valuable minerals in and upon the lands of the Property, not otherwise reserved to the State of Minnesota, with the right to explore for, mine, and remove the iron ore and other valuable minerals;” and c) Permitted Encumbrances as provided under Paragraph 9 of this Agreement. 154 DOCS-#236804-v10-VACANT_LAND_PURCHASE_AGREEMENT_NWC_OF_HIGHWAY_101_&_LYMAN 6 (2) Seller’s Affidavit. A standard form affidavit by Seller indicating that on the date of Closing: a) There are no outstanding, unsatisfied judgments, tax liens or bankruptcies against or involving Seller or the Property; b) That there has been no skill, labor or material furnished to the Property for which payment has not been made or for which mechanic's liens could be filed; and c) That there are no other unrecorded interests of the Seller in the Property. (3) Non-Foreign Person Certification. A certification in form and content satisfactory to the parties hereto and their counsel, properly executed by Seller, containing such information as shall be required by the Internal Revenue Code, and the regulations issued thereunder, in order to establish that Seller is not a “Foreign Person” as defined in §1445(f)(3) of such Code and such regulations. (4) Storage Tanks. If required, an affidavit with respect to storage tanks pursuant to Minn. Stat. § 116.48. (5) Well Certificate. If there is a well located on the Property, a well disclosure certificate in form and substance true to form for recording. (6) Certification. A certification that the representations and/or warranties made by Seller are materially the same as were in existence on the date of this Agreement or noting any changes thereto; and (7) Other Documents. All other documents reasonably determined by either Party or the title insurance company to be necessary to transfer and provide title insurance for the Property. B. At the Closing, Buyer shall execute and deliver to Seller the following: (1) All documents reasonably determined by either Party or the title insurance company to be necessary to provide title insurance for the Property; and (2) Payment of the Purchase Price according to the terms of this Agreement. 16. CLOSING COSTS. The following costs relating to the Closing of this transaction shall be paid as follows: A. Buyer shall pay: (1) Recording fee for the Quit Claim Deed; (2) The Closing fee; (3) The premium for Buyer’s title insurance, including survey coverage; (4) State Deed Tax; (5) Conservation fee for the deed; (6) Costs associated with the administrative subdivision; and (7) Pro-rated taxes. 155 DOCS-#236804-v10-VACANT_LAND_PURCHASE_AGREEMENT_NWC_OF_HIGHWAY_101_&_LYMAN 7 B. Seller shall pay: (1) Costs of title insurance commitment; and (2) Pro-rated taxes; 17. BUYER’S CONTINGENCIES. Buyer’s obligations under this Agreement are contingent upon Buyer’s satisfaction with each of the following prior to the Date of Closing (“Buyer’s Contingencies”): (A-1) The representations and warranties of Seller set forth in this Agreement must be true as of the date of this Agreement and on the Date of Closing, and Seller shall have delivered to Buyer at Closing a certificate dated on the Date of Closing, signed by Seller, certifying that such representations and warranties are true as of the Date of Closing; and (B-1) Buyer determining on or before the Date of Closing, that it is satisfied, in its sole discretion, with the results of matters disclosed by a Phase I Environmental Audit or by any additional environmental/engineering investigation or testing of the Property performed by Buyer or Buyer's agent, if such investigations are elected - by Buyer to be performed. (C-1) An administrative subdivision is approved establishing the Property as a single tax parcel. If the Buyer’s Contingencies have not been satisfied on or before the Date of Closing, then Buyer may, at Buyer’s option: (A-2) Terminate this Agreement in which case the parties shall have no further rights, duties or obligations hereunder, except those obligations that expressly survive termination or (B-2) Waive any such unsatisfied contingency, without reduction in the amount of the Purchase Price, and proceed to Closing. The contingencies set forth in this section are for the sole and exclusive benefit of Buyer, and Buyer shall have the right to waive the contingencies by giving notice to Seller. 18. NOTICES. All notices required herein shall be in writing and delivered personally or mailed to the address as shown below, and if mailed, are effective as of the date of mailing: TO SELLER: Carver County 600 East 4th Street Chaska, MN 555318 Attn: Lyndon Robjent, Director of Public Works TO BUYER: 156 DOCS-#236804-v10-VACANT_LAND_PURCHASE_AGREEMENT_NWC_OF_HIGHWAY_101_&_LYMAN 8 City of Chanhassen 7700 Market Blvd. P.O. Box 147 Chanhassen, MN 55317 Attn: City Manager 19. BROKER’ S COMMISSION. Each Party represents to the other that it has not engaged any Party as a broker in connection with the transactions contemplated by this Agreement. Seller shall indemnify Buyer from and against any and all liability to which Buyer may be subjected by any broker’s, finder’s, or similar fee with respect to the transactions contemplated by this Agreement to the extent such fee is attributable to any action undertaken by or on behalf of Seller or any affiliate of Seller, including any claim by Seller’s Broker or any employee or agent of Seller’s Broker. Buyer shall indemnify Seller from and against any and all liability to which Seller may be subjected by reason of any broker’s, finder’s or similar fee with respect to the transactions contemplated by this Agreement to the extent such fee is attributable to any action undertaken by or on behalf of Buyer. 20. MINNESOTA LAW. This Agreement shall be governed by the laws of the State of Minnesota. 21. SEVERABILITY. If any provision of this Agreement is invalid or unenforceable, such provision shall be deemed to be modified to be within the limits of enforceability or validity, if feasible. However, if the offending provision cannot be so modified, it shall be stricken and all other provisions of this Agreement in all other respects shall remain valid and enforceable. 22. ENTIRE AGREEMENT; MODIFICATION. This written Agreement constitutes the complete agreement between the Parties and supersedes any prior oral or written agreements between the _Parties regarding the Property. There are no oral agreements that change this Agreement. No waiver of any of the terms of this Agreement shall be effective unless the waiver is in a writing and executed by the Parties. 23. TIME IS OF THE ESSENCE. Time is of the essence for all provisions of this Agreement. 24. SIGNATURES BY COUNTERPART; FASCIMILE OR ELECTRONIC SIGNATURE. This Agreement may be executed in separate counterparts, each of which when so executed shall be deemed to be an original, and all of which taken together shall constitute the same agreement. Signatures may be transmitted via facsimile or in “PDF” format via e-mail. [REST OF PAGE LEFT BLANK INTENTIONALLY] 157 DOCS-#236804-v10-VACANT_LAND_PURCHASE_AGREEMENT_NWC_OF_HIGHWAY_101_&_LYMAN 9 SIGNATURE PAGE FOR BUYER The City of Chanhassen, Buyer, agrees to buy the Property for the Purchase Price, and according to all other terms and conditions set forth above in this Agreement. BUYER: CITY OF CHANHASSEN By:____________________________ Elise Ryan, Mayor And:___________________________ Laurie Hokkanen, City Manager 158 DOCS-#236804-v10-VACANT_LAND_PURCHASE_AGREEMENT_NWC_OF_HIGHWAY_101_&_LYMAN 10 SIGNATURE PAGE FOR SELLER The County of Carver, Seller, agrees to sell the Property for the Purchase Price, and according to all other terms and conditions set forth above in this Agreement. SELLER: COUNTY OF CARVER By:____________________________ Tom Workman Its: Chair of Board of Commissioners By:____________________________ Dave Hemze Its: County Administrator 159 DOCS-#236804-v10-VACANT_LAND_PURCHASE_AGREEMENT_NWC_OF_HIGHWAY_101_&_LYMAN 11 EXHIBIT A Legal Description of Seller Parcel Tract A, the Southwest Quarter of the Northwest Quarter of Section 24, Township 116 North, Range 23 West, Carver County, Minnesota, which lies southerly and westerly of Line 2 described below: Line 2. Beginning at Right of Way Boundary Corner B1729 as shown on Minnesota Department of Transportation Right of Way Plat No. 10-17 as the same is on file and of record in the office of the County Recorder in and for said County; thence easterly on an azimuth of 90 degrees 29 minutes 44 seconds along the boundary of said plat for 550.03 feet to Right of Way Boundary Corner 830; thence on an azimuth of 179 degrees 35 minutes 22 seconds for 85.22 feet to the south line of said Southwest Quarter of the Northwest Quarter and there terminating. 160 DOCS-#236804-v10-VACANT_LAND_PURCHASE_AGREEMENT_NWC_OF_HIGHWAY_101_&_LYMAN 12 EXHIBIT B Legal Description of Property That part of the following described property lying north of the south 60.00 feet thereof: Tract A, the Southwest Quarter of the Northwest Quarter of Section 24, Township 116 North, Range 23 West, Carver County, Minnesota; which lies southerly and westerly of Line 2 described below: Line 2. Beginning at Right of Way Boundary Corner B1729 as shown on Minnesota Department of Transportation Right of Way Plat No. 10-17 as the same is on file and of record in the office of the County Recorder in and for said County; thence easterly on an azimuth of 90 degrees 29 minutes 44 seconds along the boundary of said plat for 550.03 feet to Right of Way Boundary Corner -B30; thence on an azimuth of 179 degrees 35 minutes 22 seconds for 85.22 feet to the south line of said Southwest Quarter of the Northwest Quarter and there terminating. 161 162 163 164 165 22540 iv PATCHIN MESSNER Valuation Counselors SUMMARY OF SALIENT FACTS AND CONCLUSIONS Fee Owner: Carver County Location: Northwest Corner of Highway 101 & Lyman Boulevard Chanhassen, Minnesota Date of Inspection: May 23, 2025 Date of Valuation: May 23, 2025 Property Appraised: Real Property Rights & Interests Appraised: Fee Simple Market Value Zoning: PUD, Planned Unit Development District Guiding: Mixed Property Description: The subject is owned by Carver County, and comprises an elongated strip of land located along the north side of Lyman Boulevard (C.S.A.H. 18), west of Highway 101, in Chanhassen, Minnesota. Crossroads Boulevard is also located along the west property boundary. The neighborhood has convenient access to Highway 212 to the north, and the surrounding land uses primarily include retail, multi-family, and single-family properties. Additionally, the Chanhassen Transit Station is located just northeast of the subject. The subject is generally level and open. The site has a length of ±550 feet and a width ranging between ±25 feet and ±28 feet, and totals 14,642 SF, or 0.336 acres. The subject is not independently developable due to legal and physical limitations. Land Area: 14,642 SF, or 0.336 Acres Highest and Best Use: Assemblage Final Conclusion of Market Value: $10,000 166 22540 v PATCHIN MESSNER Valuation Counselors TABLE OF CONTENTS LETTER OF TRANSMITTAL ..................................................................................................... i CERTIFICATION OF ANDREW S. TOTZKE ........................................................................... iii SUMMARY OF SALIENT FACTS AND CONCLUSIONS .......................................................... iv TABLE OF CONTENTS ............................................................................................................ v PHOTOGRAPHS OF SUBJECT .............................................................................................. vii AERIAL VIEW OF SUBJECT .................................................................................................... ix DESCRIPTION EXHIBIT .......................................................................................................... x SUBJECT LOCATION MAP .................................................................................................... xi PART I: FACTUAL DATA ........................................................................................................... 1 PROPERTY APPRAISED ......................................................................................................... 2 DATE OF APPRAISAL ............................................................................................................ 2 INSPECTION OF THE PROPERTY .......................................................................................... 2 PROPERTY OWNERSHIP AND OCCUPANCY ....................................................................... 2 SALES HISTORY..................................................................................................................... 2 INTENDED USE ..................................................................................................................... 2 CLIENT AND INTENDED USER ............................................................................................. 3 PURPOSE OF THE APPRAISAL .............................................................................................. 3 PROPERTY RIGHTS APPRAISED ............................................................................................ 3 COMPETENCY OF APPRAISER .............................................................................................. 3 MARKET VALUE DEFINED .................................................................................................... 3 SCOPE OF WORK ................................................................................................................. 4 ENVIRONMENTAL CONSIDERATIONS ................................................................................. 6 HYPOTHETICAL CONDITIONS AND EXTRAORDINARY ASSUMPTIONS ............................. 6 PART II: DATA, ANALYSIS AND CONCLUSIONS .................................................................... 7 REGIONAL AND CITY DATA ................................................................................................ 8 NEIGHBORHOOD DATA ................................................................................................... 14 TAXES AND ASSESSMENT DATA ........................................................................................ 15 LOCATION AND LEGAL DESCRIPTION .............................................................................. 15 ZONING ............................................................................................................................. 16 ZONING MAP ..................................................................................................................... 17 FUTURE LAND USE MAP .................................................................................................... 18 167 22540 vi PATCHIN MESSNER Valuation Counselors LAND DESCRIPTION ........................................................................................................... 19 HALF-SECTION MAP ........................................................................................................... 20 DESCRIPTION EXHIBIT ....................................................................................................... 21 HIGHEST AND BEST USE .................................................................................................... 22 EXPOSURE AND MARKETING TIME.................................................................................... 23 APPRAISAL PROCEDURES AND TECHNIQUES ................................................................... 24 SALES COMPARISON APPROACH ...................................................................................... 24 FINAL CONCLUSION .......................................................................................................... 50 ADDENDA .............................................................................................................................. 51 EXHIBIT 1 – CHANHASSEN GATEWAY PUD ORDINANCE ................................................ 52 CONTINGENT AND LIMITING CONDITIONS ...................................................................... 61 APPRAISER QUALIFICATIONS ............................................................................................... 64 QUALIFICATIONS OF ANDREW S. TOTZKE ....................................................................... 65 168 22540 vii PATCHIN MESSNER Valuation Counselors PHOTOGRAPHS OF SUBJECT (Taken by Andrew Totzke on May 23, 2025) Looking Easterly at Subject from Crossroads Boulevard Looking Northeasterly at Subject from Lyman Boulevard, near Crossroads Boulevard 169 22540 viii PATCHIN MESSNER Valuation Counselors PHOTOGRAPHS OF SUBJECT (Taken by Andrew Totzke on May 23, 2025) Looking Northwesterly at Subject from Lyman Boulevard, near Highway 101 Looking Westerly at Subject from Highway 101 170 22540 ix PATCHIN MESSNER Valuation Counselors AERIAL VIEW OF SUBJECT Note: The above property boundaries were estimated by the appraiser. N SUBJECT 171 22540 x PATCHIN MESSNER Valuation Counselors DESCRIPTION EXHIBIT 172 22540 xi PATCHIN MESSNER Valuation Counselors SUBJECT REGIONAL MAP SUBJECT LOCATION MAP N 173 22540 xii PATCHIN MESSNER Valuation Counselors SUBJECT LOCATION MAP N 174 22540 1 PATCHIN MESSNER Valuation Counselors PART I: FACTUAL DATA 175 22540 2 PATCHIN MESSNER Valuation Counselors PROPERTY APPRAISED The subject of this report is an elongated strip of land located along the north side of Lyman Boulevard (C.S.A.H. 19), west of Highway 101, in Chanhassen, Minnesota. The property is owned in fee by Carver County. The site has a length of ±550 feet and a width ranging between ±25 feet and ±28 feet, and equates a total land area of 14,642 SF, or 0.336 acres. The subject is not independently developable due to legal and physical limitations. DATE OF APPRAISAL The effective date of valuation is May 23, 2025. INSPECTION OF THE PROPERTY Andrew Totzke inspected the property from public right-of-way on May 23, 2025. PROPERTY OWNERSHIP AND OCCUPANCY The subject property is owned by Carver County. SALES HISTORY The Uniform Standards of Professional Appraisal Practice (USPAP) requires that all sales of the subject during the previous three years be reported and analyzed. According to public records, there have been no sales of the subject property in the last three years. There is no pending sale, nor is the property being publicly marketed for sale. INTENDED USE The intended use of this appraisal is to provide valuation guidance to the City of Chanhassen for the transfer of land from Carver County to the City of Chanhassen. 176 22540 3 PATCHIN MESSNER Valuation Counselors CLIENT AND INTENDED USER The client and intended user of this appraisal assignment is the City of Chanhassen. PURPOSE OF THE APPRAISAL The purpose of this appraisal is to estimate the market value of the fee simple interest of the property. PROPERTY RIGHTS APPRAISED The subject property will be appraised by estimating the market value of the fee simple interest of the real estate, subject to existing easements. For use in this appraisal, the fee simple interest in the real estate is subject to the following definition obtained on Page 73 of The Dictionary of Real Estate Appraisal, Seventh Edition, Appraisal Institute. Absolute ownership unencumbered by any other interest or estate, subject only to the limitations imposed by the governmental powers of taxation, eminent domain, police power, and escheat. COMPETENCY OF APPRAISER Andrew S. Totzke, MAI, has the knowledge and experience to complete this appraisal assignment competently and in compliance with USPAP. For further details, refer to the Appraiser Qualifications in the Addenda of this report for further details. MARKET VALUE DEFINED Market value as utilized in this appraisal conforms to the following definition obtained from Page 118 of The Dictionary of Real Estate Appraisal, Seventh Edition. The most probable price that a property should bring in a competitive and open market under all conditions requisite to a fair sale, the buyer and seller each acting prudently and knowledgeably, and assuming the price is not affected by undue stimulus. Implicit in this definition is the consummation of a sale as of a specified date and the passing of title from seller to buyer under conditions whereby: 177 22540 4 PATCHIN MESSNER Valuation Counselors • Buyer and seller are typically motivated; • Both parties are well informed or well advised, and acting in what they consider their best interests; • A reasonable time is allowed for exposure in the open market; • Payment is made in terms of cash in U.S. dollars or in terms of financial arrangements comparable thereto; and • The price represents the normal consideration for the property sold unaffected by special or creative financing or sales concessions granted by anyone associated with the sale. Unless otherwise noted in the appraisal report, market value shall represent cash equivalent terms where the seller receives all cash for their interest. The property may be financed at typical market terms under this definition. The above definition describes market value as an exchange concept. According to The Dictionary of Real Estate Appraisal, Seventh Edition, at Page 200, value in exchange is defined as “a type of value that reflects the amount that can be obtained for an asset if exchanged between parties.” SCOPE OF WORK The purpose of this document is to provide a market value appraisal of the subject property. This appraisal report is intended to comply with the Uniform Standards of Professional Appraisal Practice (USPAP) and has also been performed in compliance with the Code of Professional Ethics and Standards of Professional Appraisal Practice of the Appraisal Institute. The data and analyses contained in this report and the appraiser’s files provide the basis for the value conclusions. The intended use of this appraisal is to provide a market value appraisal to the City of Chanhassen in the land transfer from Carver County to the City of Chanhassen. Summary of Appraisal Methodology In this analysis, the following data and concepts pertaining to the subject property have been examined. 178 22540 5 PATCHIN MESSNER Valuation Counselors 1. Physical Characteristics of Real Property, including: Inspection of the Subject on May 23, 2025 – The inspection was conducted to gather information about characteristics of the subject that are relevant to the valuation problem. Review of available Half-Section, Plat Maps, and/or Surveys Review of available Aerial Photographs Observation of the Local Market and the Subject's Place within this Market 2. Non-Physical Characteristics of Real Property, including: Property Rights Legal Description Existing Road, Drainage and Utility Easements, if any Tax and Assessment Data Zoning and Land Use Data – The zoning data and 2040 Comprehensive Plan for the City of Chanhassen were examined in conjunction with this report. 3. Observations and Data Concerning the Subject Property's Market and Transactions within this Market: Sales of Land – The NorthstarMLS, the Electronic Certificate of Real Estate Value (eCRV) database, REDIComps, and our internal files were searched in order to gather the comparable sales. After selecting the sales, a comparative analysis of relevant factors that influence value was undertaken to adjust the sales to the subject property, based on the actions and preferences demonstrated by participants in the marketplace. Supply and Demand Generators of the Market Financing Available within the Market Perception of the Market as to the Future The following analyses have been made from the above data and concepts: Highest and Best Use of the Subject Property Application of Appropriate Approaches to Value for the Property – See the following Appraisal Procedures and Techniques section of this report for an explanation of the approaches to value. 179 22540 6 PATCHIN MESSNER Valuation Counselors The sales comparison approach is completed, and is necessary for credible results, given the property characteristics and type of value sought. The cost and income approaches are not considered applicable to arrive at credible results and are not completed in this analysis. Correlation and Final Estimate of Value are reconciled as the final step. NOTE: Any hypothetical condition or extraordinary assumption relied upon in this report may affect assignment results. ENVIRONMENTAL CONSIDERATIONS Based upon inspection of the subject property, it is assumed that no environmental concerns such as PCBs, toxic and hazardous soil or ground water contamination exist upon the subject as of the date of this appraisal report. However, the reader is advised that the appraiser is not qualified to perform inspections concerning the existence or absence of environmental concerns. If any environmental contaminants do exist within the subject property, the assignment results would likely be different. HYPOTHETICAL CONDITIONS AND EXTRAORDINARY ASSUMPTIONS The definitions of extraordinary assumption and hypothetical condition, as taken from The Dictionary of Real Estate Appraisal, Seventh Edition (Appraisal Institute, 2022), are as follows. Following these definitions is a description of any extraordinary assumptions and/ or hypothetical conditions pertinent to this appraisal. Extraordinary Assumption – An assignment-specific assumption, as of the effective date regarding uncertain information used in an analysis, which, if found to be false, could alter the appraiser’s opinions or conclusions. Uncertain information might include physical, legal, or economic characteristics of the subject property, or conditions external to the property, such as market conditions or trends, or about the integrity of data used in an analysis. Hypothetical Condition – A condition, directly related to a specific assignment, which is contrary to what is known by the appraiser to exist on the effective date of the assignment results, but is used for the purpose of analysis. Hypothetical conditions are contrary to known facts about physical, legal, or economic characteristics of the subject property; or about conditions external to the property, such as market conditions or trends; or about the integrity of data used in an analysis. There are no hypothetical conditions and/or extraordinary assumptions utilized in the valuation of the subject property. 180 22540 7 PATCHIN MESSNER Valuation Counselors PART II: DATA, ANALYSIS AND CONCLUSIONS 181 22540 8 PATCHIN MESSNER Valuation Counselors REGIONAL AND CITY DATA Location The subject is located in the city of Chanhassen, which is situated in eastern Carver County, Minnesota. Chanhassen is a suburban community approximately four miles west/southwest of I-494 in the southwest portion of the Minneapolis/St. Paul metropolitan area. The Minneapolis/Saint Paul metropolitan area is situated in the north central portion of the United States, approximately 275 miles south of the U.S./Canadian Border and 400 miles northwest of Chicago, Illinois. Commonly referred to as the “Twin Cities,” the Minneapolis/St. Paul metropolitan area is located in the southeastern region of the State of Minnesota at the confluence of the Mississippi and Minnesota Rivers. According to the U.S. Census Bureau, the Standard Metropolitan Statistical Area (SMSA), which constitutes the Twin Cities, includes eleven counties: Anoka, Carver, Chisago, Dakota, Hennepin, Isanti, Ramsey, Scott, Washington and Wright Counties in Minnesota and St. Croix County in Wisconsin. Government The Metropolitan Council was established to coordinate and resolve development issues affecting the Minneapolis/St. Paul area. This governing body has jurisdiction over the Seven- County Metropolitan Area (SCMA), which includes Anoka, Carver, Dakota, Hennepin, Ramsey, Scott, and Washington Counties. Since the Metropolitan Council deals with planning issues for the Seven-County Metropolitan Area, most data available concerning the social and economic forces affecting the Twin Cities corresponds to the same SCMA. The local government for the City of Chanhassen consists of a mayor and a city council. Population and Households Based on data compiled by the U.S. Census Bureau, the Metropolitan Council reports the following population and household trends for the city of Chanhassen, Carver County, and the Seven-County Metropolitan Area. 182 22540 9 PATCHIN MESSNER Valuation Counselors 183 22540 10 PATCHIN MESSNER Valuation Counselors The population of the metropolitan area grew by 11.00% from 2010 to 2020. This equates to a 1.05% annual compounded growth rate. In comparison, the population of Carver County grew by 17.44% between 2010 and 2020, while the population of Chanhassen experienced a 13.05% increase in population. The Metropolitan Council forecasts that Chanhassen will add about 5,750 people between 2020 and 2030. Meanwhile, Carver County’s population is projected to increase by about 29,000 people by 2030, and the SCMA is projected to add about 288,000 more people by 2030. The household data indicates that Chanhassen grew by 1,292 households from 2010 to 2020, or about 129 households per year; Carver County grew by 5,972 households from 2010 to 2020, or about 597 households per year; and the metropolitan area grew by 121,777 households from 2010 to 2020, or about 12,178 households per year. This growth is expected to continue generally following population growth estimates. Construction Activity The following charts summarize construction activity in Chanhassen, Carver County, and the Twin Cities metropolitan area, with data obtained from the Metropolitan Council. 184 22540 11 PATCHIN MESSNER Valuation Counselors Employment The following table depicts unemployment rates for Chanhassen, Carver County, Seven- County Metropolitan Area, Minnesota, and the United States. The data was obtained from the Minnesota Department of Employment and Economic Development. 185 22540 12 PATCHIN MESSNER Valuation Counselors Area 2012 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 2023 2024 Chanhassen 4.5% 4.1% 3.4% 2.9% 3.2% 3.0% 2.6% 2.6% 5.4% 2.7% 1.8% 2.3% 2.5% Carver County 4.9% 4.4% 3.7% 3.2% 3.3% 3.0% 2.5% 2.8% 5.2% 2.9% 2.0% 2.4% 2.6% Twin Cities Metro 5.5% 4.8% 4.0% 3.5% 3.5% 3.2% 2.7% 3.0% 6.4% 3.6% 2.3% 2.6% 2.9% Minnesota 5.6% 5.0% 4.3% 3.8% 3.9% 3.5% 3.0% 3.3% 6.3% 3.7% 2.5% 2.8% 3.0% United States 8.1% 7.4% 6.2% 5.3% 4.9% 4.4% 3.9% 3.7% 8.1% 5.3% 3.6% 3.6% 4.0% Source: Minnesota Employment and Economic Development UNEMPLOYMENT As can be observed from the above data, Chanhassen and Carver County generally have unemployment rates that are slightly lower than the overall Twin Cities region and Minnesota. The Minnesota market has also achieved lower unemployment rates than the national average. Although the COVID-19 pandemic had affected the nation, unemployment rates have since recovered and trended down to pre-pandemic levels. Transportation The Minneapolis/St. Paul metropolitan area is easily accessible due to the following major highways serving the Twin Cities. • Interstate 35 - A major north/south highway, which connects with Duluth, Minnesota to the north and Kansas City, Missouri to the south. In the metro area, I-35 splits with I-35W passing through Minneapolis, while I-35E passes through St. Paul. • Interstate 94 - A major east/west highway that connects with Milwaukee, Wisconsin/Chicago, Illinois to the east, and Fargo, North Dakota to the west. • Interstate 494/694 - A major freeway, which loops around the periphery of the Twin Cities. • U.S. Highway 169 - A north/south route serving the western suburbs. • U.S. Highway 212 - An east/west route serving the southwestern suburbs. • U.S. Highway 12/ An east/west route connecting downtown Minneapolis Interstate 394 - with the western suburbs. • U.S. Highway 61 - A north/south route serving the eastern suburbs. • U.S. Highway 10 - A diagonal route extending from Wisconsin to Fargo, North Dakota; it passes through St. Paul and Anoka County. 186 22540 13 PATCHIN MESSNER Valuation Counselors Other major highways serving the Twin Cities area include State Highway 100, State Highway 77 (Cedar Avenue), Crosstown Highway 62, Lafayette Freeway, and U.S. Highway 52/55. Further, the Minneapolis-Saint Paul International airport, also known as MSP airport, is located less than 10 miles south of downtown Minneapolis and less than 10 miles southwest of downtown Saint Paul. The airport has four runways and two terminal buildings – Terminal 1 and Terminal 2 – each with adjoining parking ramp facilities. The airport serves 163 markets with non-stop service, including 136 domestic and 27 international markets. MSP is the 16th busiest airport in the United States for passengers and 17th for aircraft operations. It is a base for hometown carrier Sun Country Airlines and is Delta Air Lines’ second largest hub. MSP transports a total of 31.2 million passengers every year and has a total of 131 gates for arrivals and departures. MSP earned the ASQ award for best airport in North America for the 25-40 million passenger category in 2021 and 2022. The major means of mass transit in the Twin Cities is the metropolitan bus system operated by Metro Transit, a division of the Metropolitan Council. In addition, Light Rail Transit (LRT) along the Hiawatha Avenue corridor connects downtown Minneapolis, Minneapolis/ St. Paul International Airport, and the Mall of America. There are 17 LRT stations, and Metro Transit offers 46 bus routes, with connecting service and timed transfers at 13 light rail stations. The Central Corridor-Green Line LRT began service in June 2014, and connects the two CBDs of Minneapolis and St. Paul, as well as the State Capital and the University of Minnesota. The NorthStar commuter rail connects the northwest suburbs of the Twin Cities with downtown Minneapolis. Railroads serving the Twin Cities include Burlington Northern Santa Fe, Union Pacific, Canadian Pacific/Soo Line Railway Company and Amtrak. Also, about 100 trucking firms serve the metropolitan area, making it one of the largest distribution centers in the nation. Utilities The Minneapolis/St. Paul area, as well as Chanhassen, is served by municipal water and sewer systems, electricity, telephone service and natural gas. Sewage disposal is regulated by the Metropolitan Waste Control Commission. The Metropolitan Council controls sewer availability by restricting the area that it will serve. The area served is called the Metropolitan Urban Service Area (MUSA). Through its control of municipal sewer, the Metropolitan Council has been able to direct urban development. 187 22540 14 PATCHIN MESSNER Valuation Counselors Summary In summary, the Twin Cities enjoys a strategic geographic location supported by strong transportation linkages. Analysis of economic and demographic data for the Twin Cities reveals a trend of general growth and soundness of the area’s well-diversified economy. While the region is not insulated from national and global economic uncertainties, the above data indicate the Twin Cities is an environment that is resilient and, in most circumstances, above national averages and standards. Although in the short-term the local economy will continue on a path of slow-to-moderate growth, the Twin Cities region’s business environment is expected to have a positive, long-term, effect on real estate demand and values, including properties such as the subject. NEIGHBORHOOD DATA The subject is located near the intersection of Highway 212 and Highway 101 in eastern Chanhassen. The neighborhood may be described as lying north of Pioneer Trail (C.S.A.H. 14), east of Powers Boulevard (C.S.A.H. 17), south of Lake Susan and Rice Marsh Lake and west of Chanhassen city limits. Lake Riley and Bearpath Golf and Country Club (Eden Prairie) are located to the east. The neighborhood is primarily comprised of single-family uses, including rural residential properties at the south end of the neighborhood; however, there are retail and multi-family properties located at the intersection Highway 212 and Highway 101, proximate to the subject. Access to the subject neighborhood is considered excellent. Pioneer Trail (C.S.A.H. 14) and Lyman Boulevard (C.S.A.H. 18) provide for east/west traffic, and Highway 101 and Powers Boulevard (C.S.A.H. 17) provide for north/south traffic through Chanhassen. In addition, the neighborhood has immediate access to Highway 212. The majority of the neighborhood is served by all public utilities, including municipal water and sanitary sewer; however, the southerly portion of the neighborhood includes rural residential properties served with private well and septic. Street improvements include bituminous surfacing with concrete curb and gutter. There are also concrete sidewalks located throughout much of the developed portion of the neighborhood. Overall, the street improvements appear to be adequately maintained. 188 22540 15 PATCHIN MESSNER Valuation Counselors In conclusion, there are retail and multi-family properties located at the intersection Highway 212 and Highway 101, proximate to the subject. The neighborhood includes multiple county roads and highways, and benefits from convenient access to major travel corridors and recreational amenities. All things considered, the neighborhood is anticipated to remain viable into the future. Furthermore, the characteristics and influences of the neighborhood should continue to have a positive effect on real estate and property values. TAXES AND ASSESSMENT DATA There is no tax and assessment data available as of the date of this report. LOCATION AND LEGAL DESCRIPTION Location: Northwest Corner of Highway 101 and Lyman Boulevard Chanhassen, Minnesota Property Identification Number: None assigned Legal Description: According to the Description Exhibit, the legal description of the subject is described as that part of property lying north of the south 60.00 feet thereof: Tract A. The Southwest Quarter of the Northwest Quarter of Section 24, Township 116 North, Range 23 West, Carver County, Minnesota; which lies southerly and westerly of Line 2 described below: Line 2. Beginning at Right of Way Boundary Corner B1729 as shown on Minnesota Department of Transportation Right of Way Plat No. 10-17 as the same is on file and of record in the office of the County Recorder in and for said County; thence easterly on a azimuth of 90 degrees 29 minutes 44 seconds along the boundary of said plat for 550.03 feet to Right of Way Boundary Corner B30; thence on an azimuth of 179 degrees 35 minutes 22 seconds for 85.22 feet to the south line of said Southwest Quarter of the Northwest Quarter and there terminating. 189 22540 16 PATCHIN MESSNER Valuation Counselors ZONING Zoning is administered by the City of Chanhassen. As depicted on the Chanhassen Zoning and 2040 Land Use Maps on the following pages, the subject is zoned PUD, Planned Unit Development District, and guided Mixed. The subject PUD is identified as Ordinance No. 664, Chanhassen Gateway. According to the City of Chanhassen, The purpose of this zone is to create a MIXED USE PUD including a Neighborhood Commercial, office and Residential. The use of the PUD zone is to allow for more flexible design standards while creating a higher quality and more sensitive development. Each structure proposed for development shall proceed through site plan review based on the development standards outlined below. The Neighborhood Business District regulations shall apply to Lots 1-3, Block 1 and Outlot A, Crossroads of Chanhassen, except as modified by this ordinance. The R- 16 District regulations shall apply to Outlot C, except as modified by this ordinance. The permitted uses in this zone should be limited to appropriate commercial and service uses consistent with meeting the daily needs of the neighborhood. The uses shall be limited to those as defined herein. The type of uses to be provided on these lots shall be low intensity neighborhood-oriented retail and service establishments to meet daily needs of residents. Commercial and office use shall be limited to the area located south of Highway 212, and include the following: • Small to medium-sized restaurant-not to exceed 8,000 SF per building • Banks with a drive-in service window • Office • Day care • Neighborhood scale commercial up to 8,000 SF per tenant • Convenience store with or without gas pumps and car wash • Specialty retail • Personal Services • Residential High Density (8-16 units per net acre), not to exceed a total of 150 units • Automotive Repair Shop on Lot 3, Block 1 The PUD ordinance requires the following building area requirements: • Commercial/Office—Not to exceed 75,000 SF for the entire development • Maximum Commercial/ Office lot usage is a Floor Area Ratio of 0.32 • Maximum office/commercial building area per tenant may not exceed 8,000 SF • Maximum residential units may not exceed 150 units Prohibited uses include the following: • Drive-thru Windows except banks, coffee shops, fast food restaurants or pharmacies • Outdoor storage and display of merchandise 190 22540 17 PATCHIN MESSNER Valuation Counselors ZONING MAP SUBJECT 191 22540 18 PATCHIN MESSNER Valuation Counselors FUTURE LAND USE MAP SUBJECT 192 22540 19 PATCHIN MESSNER Valuation Counselors The PUD ordinance requires setbacks from roadways and exterior property lines. The following table displays those setbacks. For additional details, refer to the Chanhassen Gateway PUD ordinance included as Exhibit 1 in the Addenda. Additionally, the subject is guided Mixed by Chanhassen’s 2040 Land Use Map. The Mixed guiding is intended to allow for the blending of commercial and high-density residential developments. The City projects that 28% of vacant land guided for mixed-use will be developed as high-density residential, with densities between 8 and 20 units per acre. For projecting land demand, an average density of 14 units per acre was used. The City anticipates that 19 acres of new residential development within the mixed-use category will occur at this density between 2021 and 2040. The subject is an elongated strip of land comprising a width of ±25 to ±28 feet. Thus, the property does not contain sufficient area to support an independent development. However, it is noted that the Chanhassen Gateway PUD ordinance includes a concept plan with commercial development that incorporates part of the subject property and adjacent parcel to the north. LAND DESCRIPTION Size: 14,642 SF, or 0.336 Acres Shape: The subject is narrow and elongated. See the following the Half-Section Map and Description Exhibit. 193 22540 20 PATCHIN MESSNER Valuation Counselors HALF-SECTION MAP Note: The above property boundaries were estimated by the appraiser. N SUBJECT 194 22540 21 PATCHIN MESSNER Valuation Counselors DESCRIPTION EXHIBIT 195 22540 22 PATCHIN MESSNER Valuation Counselors Frontage: The subject has ±550 LF of frontage on Lyman Boulevard along the south boundary; ±25 LF of frontage on Highway 101 along the east boundary; and ±28 LF of frontage on Crossroads Boulevard along the west boundary. Access: There are no existing curb cuts along the road frontage. Terrain: The subject is generally level and open. Utilities: All municipal utilities are available to the subject property. Flood Hazard: The subject property is located in Zone X, an area of minimal flood risk. No flood hazard analysis has been conducted. Map No.: 27019C0233D Effective Date: December 21, 2018 Soils: The soils appear stable and suitable for typical construction practices. However, neither soils tests nor engineering data have been provided to the appraiser in conjunction with this appraisal. Easements/ Encumbrances: There are no known easements or encumbrances that would have a significant effect upon the subject’s market value or marketability. HIGHEST AND BEST USE Highest and best use is defined in The Dictionary of Real Estate Appraisal, Seventh Edition, Appraisal Institute as follows: The reasonably probable use of property that results in the highest value. The four criteria that the highest and best use must meet are legal permissibility, physical possibility, financial feasibility, and maximum productivity. As further described in The Dictionary of Real Estate Appraisal, Fifth Edition, Appraisal Institute, the highest and best use, as vacant and as improved, is distinguished as follows: Highest and best use of land or site as though vacant - Among all reasonable, alternative uses, the use that yields the highest present land value, after payments are made for labor, capital, and coordination. The use of a property based on the assumption that the parcel of land is vacant or can be made vacant by demolishing any improvements. Highest and best use of property as improved - The use that should be made of a property as it exists. An existing improvement should be renovated or retained as is so long as it continues to contribute to the total market value of the property, or until the return from a new improvement would more than offset the cost of demolishing the existing building and constructing a new one. 196 22540 23 PATCHIN MESSNER Valuation Counselors In order to determine highest and best use of the subject property, as vacant, the following factors must be considered when addressing possible uses. 1. Legally Permissible 2. Physically Possible 3. Financially Feasible 4. Maximally Productive The subject is zoned PUD, Planned Unit Development District, and guided Mixed by the City of Chanhassen’s 2040 Comprehensive Land Use Plan. Permitted uses are limited to appropriate commercial and service uses consistent with meeting the daily needs of the neighborhood. See the Zoning section for further details. However, the subject is an elongated strip of land comprising a width of ±25 to ±28 feet. Thus, the property does not contain sufficient area to support independent development and has little functional utility as a stand-alone parcel. Alternatively, the adjacent site to the north contains excess land available for development. Furthermore, the Chanhassen Gateway PUD ordinance (Exhibit 1) includes a concept plan for commercial development located primarily on the adjacent property to the north, but also incorporates the subject property. All things considered, the highest and best use of the subject property is for assemblage with the adjacent property to the north. EXPOSURE AND MARKETING TIME The following definitions are taken from The Dictionary of Real Estate Appraisal, Seventh Edition, Appraisal Institute: Exposure Time: 1) The time a property remains on the market; 2) An opinion, based on supporting market data, of the length of time that the property interest being appraised would have been offered on the market prior to the hypothetical consummation of a sale at market value on the effective date of the appraisal. Marketing Time: An opinion of the amount of time to sell a property interest at the concluded market value or at a benchmark price during the period immediately after the effective date of an appraisal. Marketing time differs from exposure time, which precedes the effective date of an appraisal. Exposure time of three to six months would be required to sell the subject property, based on the value stated herein. Marketing time, including due diligence and closing, is also estimated at three to six months. 197 22540 24 PATCHIN MESSNER Valuation Counselors APPRAISAL PROCEDURES AND TECHNIQUES Three traditional approaches to value are widely accepted in the appraisal of real property. These three approaches are briefly described below. Cost Approach - Considers the current cost of replacing a property, less the depreciation from three sources: physical deterioration, functional obsolescence and external obsolescence. A summation of the market value of the land, assumed vacant, and the depreciated replacement cost of the improvements provides an indication of the total value of the property. Sales Comparison Approach - Produces an estimate of value by comparing the subject property to sales and/or listings of similar properties in the same or competing areas. This technique is used to indicate the value established by informed buyers and sellers in the market. Income Approach - Based on an estimate of the subject property’s possible net income. The net income is capitalized to arrive at an indication of value from the standpoint of an investment. This method measures the present worth of anticipated future benefits (net income) derived from a property. The appraisal assignment is to estimate the market value of the subject. The sales comparison approach is the preferred, and most common, technique for valuing land. As such, only the sales comparison approach to value is performed in this appraisal. SALES COMPARISON APPROACH The sales comparison method is the most common way of developing a market value estimate for land. In the comparison method, sales of vacant land comparable to the subject property are gathered and analyzed. The sale prices are adjusted for market conditions, location, physical characteristics and other relevant variations. The adjusted prices are reduced to some common unit of comparison, such as price per acre or per SF. The appraiser analyzes market information and derives a unit value applicable to the subject property. For purposes of this appraisal, the selected unit of comparison is price per SF. The validity of this approach is based on the assumption that continuity exists between similar properties of like adequacy and their market values. The reliability of this technique is dependent upon the availability of sales data and the degree of comparability of the sales analyzed. 198 22540 25 PATCHIN MESSNER Valuation Counselors The market value of undevelopable land is being estimated in this appraisal. Ideally, the subject would be compared to sales of similar, undevelopable parcels purchased for assemblage with adjoining land; however, limited sales were found. Typical commercial sites along Highway 212 range between ±1.00 and ±3.00 acres in size. Based on analysis of surrounding properties, the market value of a typical 1.70-acre site (74,000 SF) is first estimated, and then an assemblage discount for the subject’s legal and physical limitations is subsequently applied. Typical market participants generally analyze commercial land on a price per SF basis. To apply this approach to the subject property, information has first been sought on recent sales of developable sites that are similar in terms of location, zoning, size and appeal. Several sales were found that are useful to this analysis. The sales used in this analysis are presented on a location map, followed by individual write-ups, an adjustment grid, and a narrative analysis to arrive at a value estimate. 199 22540 26 PATCHIN MESSNER Valuation Counselors COMPARABLE LAND SALES LOCATION MAP N 200 22540 27 PATCHIN MESSNER Valuation Counselors Address:1620 Arboretum Blvd County:Carver City:Chanhassen State:MN PID(s):25.0101105 Intend. Use:Senior Living Zoning:High Density Res Guiding:Res Medium Density Shape:Slightly Irregular Terrain:Opn w/ Wded Slpes Size in SF:152,460 Size in Ac:3.50 Buyer(s): Seller(s): Date of Sale:3/20/2025 Cond. of Sale:Arm's-Length Sale Price:$1,600,000 Price per SF:$10.49 REMARKSThe buyer contacted the seller with interest in acquiring the site. Price negotiations were based on an appraisal and the sale price is reported to be at or near market. The property is located along the north side of Highway 5 in Chanhassen, and the buyer purchased the site to develop two, 16-unit assisted living buildings. The northerly portion of the property includes Riley Creek and a wooded hillside, and it is estimated that approximately one acre is not developable. LAND SALE 1 PROPERTYINFORMATIONSALE INFOLighthouse Homes, LLC TMSC of Chanhassen, LLC 201 22540 28 PATCHIN MESSNER Valuation Counselors Address:1800 Market Street County:Carver City:Carver State:MN PID(s):20.1060010 Intend. Use:Auto Retail Zoning:Freeway Commercial Guiding:Commercial Shape:Rectangular Terrain:Level & Open Size in SF:77,972 Size in Ac:1.79 Buyer(s): Seller(s): Date of Sale:12/30/2024 Cond. of Sale:Arm's-Length Sale Price:$984,438 Price per SF:$12.63 REMARKSThis is a publicly marketed, arm's-length transaction. Price negotiations were based on an appraisal and the sale price is reported to be at or near market. The site is situated in the southwest quadrant of Highway 212 and County Road 11 in Carver, and was purchased to develop a national automotive service center, branded as Les Schwab. It is noted that all internal infrastructure was extended to the property prior to the sale. LAND SALE 2 PROPERTYINFORMATIONSALE INFOMain & Main Capital Group, LLC Carver Investment LLC 202 22540 29 PATCHIN MESSNER Valuation Counselors Address:xxxx Kings Point Road County:Hennepin City:Minnetrista State:MN PID(s):34-117-24-33-0052 Intend. Use:Retail Center Zoning:PUD Guiding:Retail Commercial Shape:Rectangular Terrain:Level & Open Size in SF:47,409 Size in Ac:1.09 Buyer(s): Seller(s): Date of Sale:4/8/2024 Cond. of Sale:Arm's-Length Sale Price:$750,000 Price per SF:$15.82 REMARKSThis is a publicly marketed, arm's-length transaction. The sale price was openly negotiated and reported to be at or near market. The site is located north of Highway 7 in Minnetrista, and is part of a newly developing neighborhood (Woodland Cove). Surrounding land uses include retail and multi-family. The property was purchased to develop a multi-tenant retail strip center. LAND SALE 3 PROPERTYINFORMATIONSALE INFOKei-Sau David Lau, Oi-Wan Alia Man, Nathanael Lau Woodland Cove, LLC 203 22540 30 PATCHIN MESSNER Valuation Counselors Address:1605 Windermere Way County:Scott City:Shakopee State:MN PID(s):274690020 Intend. Use:Convenience Store Zoning:B-1, Highway Business Guiding:Mixed Use Shape:Effectively Rectangular Terrain:Lvl, Opn, Slpng Bndry Size in SF:86,684 Size in Ac:1.99 Buyer(s): Seller(s): Date of Sale:12/1/2023 Cond. of Sale:Arm's-Length Sale Price:$900,000 Price per SF:$10.38PROPERTYINFORMATIONSALE INFOHoliday Stationstores, LLC D.R. Horton, Inc. - Minnesota REMARKSThis is a publicly marketed, arm's-length transaction. The sale price was openly negotiated and reported to be at or near market. The property is part of the Windermere neighborhood situated in the southwest quadrant of Highway 169 and County Road 15 in Shakopee, and was purchased for development of a Holiday Station convenience store with fuel sales. The buyer was responsible for approximately $20,000 in trunk area charges. It is also noted that the southern property boundary was sloping at the time of sale and development required site grading. LAND SALE 4 204 22540 31 PATCHIN MESSNER Valuation Counselors Address:10140 Hennepin Town Rd County:Hennepin City:Eden Prairie State:MN PID(s):25-116-22-44-0130 Intend. Use:Veterinary Clinic Zoning:N-Com, Neighborhood Commercial Guiding:Commercial Shape:Somewhat Triangular Terrain:Level & Open Size in SF:51,897 Size in Ac:1.19 Buyer(s): Seller(s): Date of Sale:6/27/2023 Cond. of Sale:Arm's-Length Sale Price:$670,000 Price per SF:$12.91 REMARKSThis is a publicly marketed, arm's-length transaction. The sale price was openly negotiated and reported to be at or near market. The site is located along the west side of Highway 169, north of County Road 1, in Eden Prairie, and was purchased to develop a veterinary clinic occupied by Bush Lake Pet Hospital. The site is somewhat triangular and the elongated area limited development. LAND SALE 5 PROPERTYINFORMATIONSALE INFOHighland Ventures Real Estate IV, LLC EP Land, LLC 205 22540 32 PATCHIN MESSNER Valuation Counselors Address:8941 Crossroads Blvd County:Carver City:Chanhassen State:MN PID(s):25.2480030 Intend. Use:Auto Retail Zoning:PUD Guiding:Mixed Shape:Slightly Irregular Terrain:Level & Open Size in SF:34,412 Size in Ac:0.79 Buyer(s): Seller(s): Date of Sale:12/8/2021 Cond. of Sale:Arm's-Length Sale Price:$487,872 Price per SF:$14.18 REMARKSThis is a publicly marketed, arm's-length transaction. The sale price was openly negotiated and reported to be at or near market. The property is located just north of the subject in the Crossroads of Chanhassen subdivision, and was purchased to construct a Christian Brothers Automotive facility. LAND SALE 6 PROPERTYINFORMATIONSALE INFOCBH Properties Chanhassen, LLC Kraus-Anderson, Incorporated 206 22540 33 PATCHIN MESSNER Valuation Counselors Address:8951 Crossroads Blvd County:Carver City:Chanhassen State:MN PID(s):25.2480021 Intended Use:Retail Salon Zoning:PUD Guiding:Mixed Shape:Effectively Rectangular Terrain:Level & Open Size in SF:23,522 Size in Ac:0.54 Buyer(s): Seller(s): Date of Sale:11/18/2021 Cond. of Sale:Arm's-Length Sale Price:$330,652 Price per SF:$14.06 REMARKSThis is a publicly marketed, arm's-length transaction. Price negotiations were based on an appraisal and the sale price is reported to be at or near market. The property is located just north of the subject in the Crossroads of Chanhassen subdivision, and was purchased to develop a MY SALON Suite. LAND SALE 7 PROPERTYINFORMATIONSALE INFONorthland Salons Chan Owner, LLC Kraus-Anderson, Incorporated 207 22540 34 Sale Data Subject Average Location NWC Hwy 101 & Lyman Blvd Chanhassen, MN Intended Use N/A Land Size (SF)74,000 SF Land Size (AC)1.70 AC Recorded Sale Price Price Per SF $12.92 Transactional Adjustments Unadjusted Sale Price $1,600,000 $984,438 $750,000 $900,000 $670,000 $487,872 $330,652 Property Rights Fee Simple Fee Simple $0 Fee Simple $0 Fee Simple $0 Fee Simple $0 Fee Simple $0 Fee Simple $0 Fee Simple $0 Adjusted Sale Price $1,600,000 $984,438 $750,000 $900,000 $670,000 $487,872 $330,652 Financing Cash to Seller Cash to Seller 0%Cash to Seller 0%Cash to Seller 0%Cash to Seller 0%Cash to Seller 0%Cash to Seller 0%Cash to Seller 0% Adjusted Sale Price $1,600,000 $984,438 $750,000 $900,000 $670,000 $487,872 $330,652 Conditions of Sale Typical Arm's-Length 0%Arm's-Length 0%Arm's-Length 0%Arm's-Length 0%Arm's-Length 0%Arm's-Length 0%Arm's-Length 0% Adjusted Sale Price $1,600,000 $984,438 $750,000 $900,000 $670,000 $487,872 $330,652 Other Expenditures N/A N/A $0 N/A $0 N/A $0 Trunk Area Charges $20,000 N/A $0 N/A $0 N/A $0 Adjusted Sale Price $1,600,000 $984,438 $750,000 $920,000 $670,000 $487,872 $330,652 Market Conditions 5/23/2025 3/20/2025 1.01 12/30/2024 1.01 4/8/2024 1.03 12/1/2023 1.04 6/27/2023 1.06 12/8/2021 1.11 11/18/2021 1.11 Adjusted Sale Price $1,616,000 $994,282 $772,500 $956,800 $710,200 $541,538 $367,024 Adjusted Sale Price Per SF $10.60 $12.75 $16.29 $11.04 $13.68 $15.74 $15.60 $13.67 Property Adjustments Location Average Similar 1.00 Inferior 1.10 Similar 1.00 Inferior 1.10 Similar 1.00 Similar 1.00 Similar 1.00 Zoning / Guiding PUD / Mixed HDR / MDR 1.00 FCPCD / Commercial 1.00 PUD / Retail Commercial 1.00 B-1 / Mixed Use 1.00 N-Com / Commercial 1.00 PUD / Mixed 1.00 PUD / Mixed 1.00 Land Size 74,000 SF 152,460 SF 1.10 77,972 SF 1.00 47,409 SF 0.95 86,684 SF 1.00 51,897 SF 0.95 34,412 SF 0.90 23,522 SF 0.90 Shape Elongated Slightly Irregular 1.00 Rectangular 1.00 Rectangular 1.00 Effectively Rectangular 1.00 Somewhat Triangular 1.05 Slightly Irregular 1.00 Effectively Rectangular 1.00 Terrain Level & Open Opn w/ Wded Slpes 1.20 Level & Open 1.00 Level & Open 1.00 Lvl, Opn, Slpng Bndry 1.10 Level & Open 1.00 Level & Open 1.00 Level & Open 1.00 Other None None 1.00 None 1.00 None 1.00 None 1.00 None 1.00 None 1.00 None 1.00 Net Adjustment 1.32 1.10 0.95 1.21 1.00 0.90 0.90 Gross Adjustment 0.30 0.10 0.05 0.20 0.10 0.10 0.10 Indicated Subject Price Per SF $13.99 $14.03 $15.48 $13.36 $13.68 $14.17 $14.04 $14.11 COMPARABLE LAND SALES ADJUSTMENT GRID Sale 1 Sale 5Sale 3 Sale 4 Sale 6 Sale 7 Eden Prairie, MN 1620 Arboretum Blvd 10140 Hennepin Town Rd Chanhassen, MN xxxx Kings Point Road $670,000 3.50 AC 152,460 SF 51,897 SF 34,412 SF 23,522 SF 0.79 AC 0.54 AC $984,438 $12.63$10.49 $15.82 $10.38 $14.18 $14.06$12.91 $1,600,000 1605 Windermere Way Shakopee, MN 86,684 SF 1.99 AC $900,000 Minnetrista, MN 47,409 SF 1.09 AC $750,000 Senior Living Auto Retail Retail Center Convenience Store 8941 Crossroads Blvd 8951 Crossroads Blvd Sale 2 1800 Market Street Carver, MN 77,972 SF 1.79 AC 1.19 AC Veterinary Clinic Auto Retail Retail Salon $487,872 $330,652 Chanhassen, MN Chanhassen, MN 208 22540 35 PATCHIN MESSNER Valuation Counselors Explanation of Adjustments Property Rights: All of the sales represent the transfer of the fee simple interest. Therefore, no adjustments are necessary. Financing: No unusual financing circumstances were reported that would have affected the sale price of the comparables. Conditions of Sale: All of the comparable sales are considered typical arm’s-length transactions, and no conditions of sale adjustments are necessary. Other Expenditures: Land Sale 4 was adjusted upward $20,000 for trunk area charges incurred by the buyer. Market Conditions: This adjustment reflects changes in market conditions between the date of appraisal and the date of the comparables sold. The date of valuation is May 23, 2025. The comparables occurred between November 2021 and March 2025. Adjustments are based on market data indicating that sale prices for commercial land in Chanhassen and the surrounding area have increased by 3.0% per annum from 2021 to the date of valuation. Location: This adjustment is based upon observations of both the subject and the comparable sales. Factors such as neighborhood amenities, demand generators, roadway frontage, traffic counts, access and surrounding land use were considered when making this adjustment. Land Sales 2 and 4 are located along the edge of city boundaries and are inferior to the subject in terms of surrounding land use. Thus, Land Sales 2 and 4 are adjusted upward for location. In comparison, the remaining comparables are considered similar to the subject in terms of location, and no adjustments are applied to Land sales 1, 3, 5, 6, and 7. Zoning / Guiding: The subject and comparables are similar in terms of zoning and guiding, and no adjustments are necessary. Land Size: The subject property totals 14,642 SF (0.336 acres) in land size; however, this analysis recognizes that typical commercial sites along the Highway 212 corridor range between 43,560 SF (1.00 acres) and 130,680 SF (3.00 acres) in size. Furthermore, based on the surrounding properties, the subject is first analyzed as a 1.70-acre site (74,000 SF). 209 22540 36 PATCHIN MESSNER Valuation Counselors Typically, a smaller site will command a higher unit price than a larger tract, all else equal. The comparable sales have been analyzed by size both before and after the adjustment process, and this relationship is present. Thus, the comparables have been adjusted accordingly for size differences. Shape: The subject is an elongated strip of land, and is not independently developable; however, this factor is considered in the following assemblage discount. In comparison, the comparable land sales have shapes conducive to development; however, Land Sale 5 is somewhat triangular, which limits development in the north portion of the site, and therefore, Land Sale 5 is adjusted upward for inferior shape characteristics. No other adjustments for shape are necessary. Terrain: The subject and Land Sales 2, 3, 5, 6, and 7 are level and open sites, and no adjustments for terrain are applied to these comparables. Land Sale 1 includes Riley Creek and a wooded hillside, and Land Sale 4 contains an area of sloping terrain. These terrain features impact development, and therefore, Land Sales 1 and 4 are adjusted upward for inferior terrain features. Other: None Noted Analysis The comparable sales range in unadjusted unit price from $10.38 per SF to $15.82 per SF, with an average of $12.92 per SF. After the adjustment process, the comparable sales range in unit price from $13.36 per SF to $15.48 per SF, with an average of $14.11 per SF. Generally speaking, all of the comparables are relatively recent transactions of commercial sites that share similarities with a typical developable property in the subject area, and are located in Chanhassen or competing communities. As such, all of the comparable sales are considered meaningful indicators of value. Comparable 1 is the most recent sale, having occurred in March 2025. The site is zoned for multi-family use and was purchased for assisted living development. The site is also the largest tract utilized in the analysis and contains undevelopable areas. Even so, Land Sale 1 is a recent sale located along the Highway 5 corridor in Chanhassen and will receive some weight in the final reconciliation. 210 22540 37 PATCHIN MESSNER Valuation Counselors Comparable 2 is the sale of a commercial site located along the Highway 212 corridor in Carver, and is considered a good indicator of value. Comparable 3 is the sale of a commercial site located along the Highway 7 corridor in Minnetrista. Surrounding property uses include retail and multi-family, similar to the subject. Thus, Comparable 3 is considered a reliable indicator of value. Comparable 4 is the sale of a commercial site along the Highway 169 corridor along the city limits of Shakopee. The buyer incurred additional costs for trunk area charges and site grading. Even so, Comparable 4 is considered a reliable indicator of value. Comparable 5 is the sale of a commercial site along the Highway 169 corridor in Eden Prairie. The site shares similarities with the subject and is considered a good indicator of value. Comparables 6 and 7 are the oldest sales utilized in this analysis, having occurred in late 2021. Even so, these comparables are located in the subject’s immediate neighborhood and share strong similarities with the subject property. Additionally, the adjusted unit prices of Comparables 6 and 7 are supportive of the other indicators of value. Thus, Comparables 6 and 7 will receive weight in the final reconciliation. Based on the above analysis, the market value of the subject, prior to considering the assemblage discount, is estimated to be $14.00 per SF. As previously discussed, the subject is an elongated strip of land and is not independently developable. Furthermore, the property has minimal utility as a stand-alone parcel. Thus, the next step is to determine a reasonable adjustment, or discount, to account for the subject’s legal and physical limitations. An additional search for sales of remnant, or undevelopable, parcels was conducted, and is summarized on the following pages. The sales are presented on a location map, followed by aerial views and a summary grid. The sale prices of these parcels can then be compared to the prevailing land values of similar nearby, developable, parcels. It is important to note that these remnant parcels are not meant to be directly comparable to the subject parcel. They are merely used as case studies to help isolate an appropriate adjustment for the subject’s lack of developability. 211 22540 38 PATCHIN MESSNER Valuation Counselors ASSEMBLAGE/UNDEVELOPABLE LAND SALES LOCATION MAP 212 22540 39 PATCHIN MESSNER Valuation Counselors AERIAL PHOTOGRAPHS OF ASSEMBLAGE/UNDEVELOPABLE LAND SALES Land Sale 1 Land Sale 2 213 22540 40 PATCHIN MESSNER Valuation Counselors AERIAL PHOTOGRAPHS OF ASSEMBLAGE/UNDEVELOPABLE LAND SALES Land Sale 3 Land Sale 4 214 22540 41 PATCHIN MESSNER Valuation Counselors AERIAL PHOTOGRAPHS OF ASSEMBLAGE/UNDEVELOPABLE LAND SALES Land Sale 5 Land Sale 6 215 22540 42 PATCHIN MESSNER Valuation Counselors AERIAL PHOTOGRAPHS OF ASSEMBLAGE/UNDEVELOPABLE LAND SALES Land Sale 7 Land Sale 8 216 22540 43 PATCHIN MESSNER Valuation Counselors AERIAL PHOTOGRAPHS OF ASSEMBLAGE/UNDEVELOPABLE LAND SALES Land Sale 9 Land Sale 10 217 22540 44 PATCHIN MESSNER Valuation Counselors AERIAL PHOTOGRAPHS OF ASSEMBLAGE/UNDEVELOPABLE LAND SALES Land Sale 11 Land Sale 12 218 22540 45 PATCHIN MESSNER Valuation Counselors AERIAL PHOTOGRAPHS OF ASSEMBLAGE/UNDEVELOPABLE LAND SALES Land Sale 13 Land Sale 14 219 22540 46 PATCHIN MESSNER Valuation Counselors AERIAL PHOTOGRAPHS OF ASSEMBLAGE/UNDEVELOPABLE LAND SALES Land Sale 15 Land Sale 16 220 22540 47 PATCHIN MESSNER Valuation Counselors AERIAL PHOTOGRAPHS OF ASSEMBLAGE/UNDEVELOPABLE LAND SALES Land Sale 17 Land Sale 18 221 22540 48 PATCHIN MESSNER Valuation Counselors AERIAL PHOTOGRAPHS OF ASSEMBLAGE/UNDEVELOPABLE LAND SALES Land Sale 19 222 22540 49 PATCHIN MESSNER Valuation Counselors Sale Intended Land Sale Sugg. No. Location Use Size (SF)Price Discount Remarks 1 East of 4700 Lyndale Avenue N 6 /2024 Adjoining/3,398 SF $3,500 $1.03 95% Minneapolis Assemblage Hennepin County 2 South of 401 Cannon Industrial Blvd 7 /2023 Adjoining/7,000 SF $6,762 $0.97 80% Cannon Falls, Goodhue County Assemblage Goodhue County 3 West of 34120 Highway 52 Blvd 11 /2022 Adjoining/48,787 SF $5,000 $0.10 95% - Leon Township Assemblage 99% Goodhue County 4 90, 92, 94, 96, 100 East St. 6 /2022 Unknown 18,295 SF $27,000 $1.48 85% - Germain Street, St. Cloud 90% Benton County 5 East of 940 - 35th Avenue 2 /2022 Adjoining/66,211 SF $25,000 $0.38 65% - Northeast, Minden Township Assemblage 70% Benton County 6 North of 39729 County 4 Blvd 12 /2021 Adjoining/58,725 SF $8,827 $0.15 80% - Goodhue Township Assemblage 90% Goodhue County 7 West of 290 - 3rd Street NE 7 /2021 Adjoining/44,867 SF $15,000 $0.33 80% - Pine Island Assemblage 90% Goodhue County 8 NWQ of Mainstreet & 7th Avenue 9 /2021 Adjoining/25,710 SF $18,000 $0.70 99% North, Hopkins Assemblage Hennepin County 9 SEQ of Mainstreet & 5th Avenue 9 /2021 Adjoining/47,280 SF $135,000 $2.86 95% - South, Hopkins Assemblage 99% Hennepin County 10 NEQ of Excelsior Boulevard & 5th 9 /2021 Adjoining/11,760 SF $30,000 $2.55 95% - Avenue South, Hopkins Assemblage 99% Hennepin County 11 SEQ of Mainstreet & 6th Avenue 9 /2021 Adjoining/17,084 SF $75,000 $4.39 90% - South, Hopkins Assemblage 95% Hennepin County 12 East side of Rogers Drive, South of 7 /2021 Adjoining/297,338 SF $5,000 $0.02 99% 141st Avenue North, Rogers Assemblage Hennepin County 13 NWC of George Street & Smith 6 /2021 Adjoining/1,290 SF $5,000 $3.88 90% - Street, Excelsior Assemblage 95% Hennepin County 14 NWC of 37th Street East & Columbus 4 /2021 Adjoining/4,480 SF $3,600 $0.80 90% - Avenue, Minneapolis Assemblage 95% Hennepin County 15 Terminus of Hunters Ridge, east of 1 /2021 Adjoining/600 SF $3,500 $5.83 95% - County Road 116, Corcoran Assemblage 99% Hennepin County 16 Harkness Way South 12 /2020 Adjoining/26,806 SF $500 $0.02 99% Cottage Grove Assemblage Washington County 17 South of 250th Street East, east of 11 /2020 Adjoining/43,124 SF $12,000 $0.28 85% - Texas Avenue, Elko New Market Assemblage 90% Scott County 18 South side of County Road 50, east 8 /2020 Adjoining/52,002 SF $6,000 $0.12 90% - of Rolling Hills Road, Corcoran Assemblage 95% Hennepin County 19 South of 320th Street West, west of 10 /2019 Adjoining/20,473 SF $6,000 $0.29 90% - Eveleth Avenue, Greenvale Twp.Assemblage 95% Dakota County This is the sale of a private, cul-de-sac roadway in the Villas of Hidden Valley Development of Cottage Grove. The sale transacted between the developer and HOA. Lots in the development are selling for approximately $90,000 and, therefore, the price indicates a discount of about 99%. This is the sale of a strip of land abutting Nevada Avenue in Elko New Market. The adjacent land owner (buyer) approached the seller with interest in acquiring the site. The price indicates a discount of 85%-90%. This sale transacted between neighbors, and includes a triangular strip of land along the south side of County Road 50. The buyer's driveway is located within the remnant and purchased the site for access purposes. The price indicates a discount of 90%-95%. This is the sale of an elongated strip of land that provides access to the buyer's homesite. The price indicates a discount of 90%-95%. See Remarks for Sale 8. See Remarks for Sale 8. This sale transacted between adjacent property owners, and includes a 6.83-acre site that accommodates drainage and ponding. The price indicates a discount of approximately 99%, which is based on recent sales of commercial/industrial properties in the northern Rogers market. This is the sale of a triangular remnant at the corner of George Street and Smith Street in Excelsior. The site appears to be former right-of-way. The seller approached by buyer with interest in disposing of the property. Based on market data in Excelsior, the price indicates a discount of 90%-95%. This is the sale of an undersized lot adjacent to 37th Street East in Minneapolis. The seller (City of Minneapolis) approached an adjacent owner with interest in selling the site. Based on sales of proximate single-family lots, the price indicates a discount of 90%- 95%. This is the purchase of a 600 SF remnant located at the terminus Hunters Ridge in Corcoran. The City acquired the site from a builder to correct a gap in right-of-way. Based on sales of properties in market, the price indicates a discount of 95%-99%. This site is below street grade with limited visibility and speculative development potential. The property is improved with a billboard. Based on the surrounding assessed land values, the sale price indicates a discount of 85%-90%. This is the sale of remnant between two commercial properties along State Highway 23. The site lacks direct access and was purchased by the owner to the east for business expansion. Based on sales in the area, the price paid indicates a discount of 65%- The buyer approached the seller with interest in acquiring additional land for a septic system. Based on the surrounding assessed land values, the sale price indicates a discount of 80%-90%. The buyer approached the seller with interest in purchasing additional land for building expansion. Based on sales in the area, the price paid indicates a discount of 80%-90%. This strip of railroad right-of-way is no longer necessary to accommodate the Hennepin County Regional Railroad Authority operation, and the seller approached the adjacent owner with interest in disposing of the property. The sale price was openly negotiated, and indicates a discount of 95% or more. The price discount is based on sales of similar properties in the market. See Remarks for Sale 8. Assemblage/Undevelopable Land Sales Summary Grid Price per SFDate of Sale This is the sale of a remnant purchased by an adjacent owner for assemblage. Based on recent sales of nearby properties, the sale price indicates a discount of ±95%. The buyer approached the adjacent owner to the south with interest in acquiring additional land for driveway purposes. Based on sales in the area, the price paid indicates a discount of ±80%. The sale occurred between neighbors and includes a remnant encumbered by an electric transmission line easement. Based on the surrounding assessed land values, the sale price indicates a discount of 95%-99%. 223 22540 50 PATCHIN MESSNER Valuation Counselors The 19 remnant sales indicate a range of discounts from approximately 70% to 99%. This data indicates that, in most cases, a substantial discount from “developable” market value is applied, particularly when assemblage results in little additional utility to the buyer. Sales that indicate a lower discount typically have utility to the buyer and may also involve competition between landowners, such as Sales 2 and 5, which suggest a discount between 65% and 80%. However, in this particular case, the subject only abuts one parcel to the north; thus, competition is limited. Therefore, the anticipated discount is anticipated to be something greater than 80% and discounts can range up to 99%. Alternatively, as previously discussed, the adjacent site to the north contains excess land available for development. Furthermore, the Chanhassen Gateway PUD ordinance (Exhibit 1) includes a concept plan for commercial development located primarily on the adjacent property to the north, but also incorporates the subject property. Even so, the property use of the subject is limited to open space and setback requirements. Thus, the discount is anticipated to be at the upper end of the range, and a discount of 95% is selected. Applying this 95% discount to the estimated “developable” value of $14.00 per SF results in an indicated per unit value of $0.70 per SF ($14.00 per SF x 5%). Based on the preceding data and analysis, the concluded market value for the subject, as of May 23, 2025, is estimated to be $0.70 per SF. Thus, 14,642 SF x $0.70 per SF = $10,249 Rounded to $10,000 FINAL CONCLUSION Based on the preceding data and analysis, the appraiser’s final conclusion of market value for the subject property, as of May 23, 2025, is $10,000. TEN THOUSAND DOLLARS 224 22540 51 PATCHIN MESSNER Valuation Counselors ADDENDA 225 22540 52 PATCHIN MESSNER Valuation Counselors EXHIBIT 1 – CHANHASSEN GATEWAY PUD ORDINANCE 226 22540 53 PATCHIN MESSNER Valuation Counselors 227 22540 54 PATCHIN MESSNER Valuation Counselors 228 22540 55 PATCHIN MESSNER Valuation Counselors 229 22540 56 PATCHIN MESSNER Valuation Counselors 230 22540 57 PATCHIN MESSNER Valuation Counselors 231 22540 58 PATCHIN MESSNER Valuation Counselors 232 22540 59 PATCHIN MESSNER Valuation Counselors 233 22540 60 PATCHIN MESSNER Valuation Counselors 234 22540 61 PATCHIN MESSNER Valuation Counselors CONTINGENT AND LIMITING CONDITIONS 235 22540 62 PATCHIN MESSNER Valuation Counselors CONTINGENT AND LIMITING CONDITIONS The value estimates and conclusions in the appraisal are made subject to these assumptions and conditions: 1. No title search has been made and the reader should consult an appropriate attorney or title insurance company for accurate ownership data. Title to the property is assumed to be good and marketable unless otherwise stated. 2. The legal description, furnished or otherwise, is assumed to be correct. No responsibility is assumed for the legal description or for matters including legal or title considerations. 3. The information contained in this report is not guaranteed, but it has been gathered from reliable sources. The appraiser(s) certify that, to the best of their knowledge and belief, the statements, information and materials contained in the appraisal are correct. 4. All value estimates in this report assume stable soil and any necessary soil corrections are to be made at the seller's expense, unless otherwise noted. 5. The site plan, if any, in this report is included to assist the reader in visualizing the property, but we assume no responsibility for its accuracy. 6. The market value herein assigned is based on conditions which were applicable as of the effective date of appraisal, unless otherwise noted. 7. The appraiser(s) that signed this report shall not be required to prepare for, or appear in court, or before any board or governmental body by the reason of the completion of this assignment without predetermined arrangements and agreements. 8. Surveys, plans and sketches may have been provided in this report. These documents may not be complete or be drawn exactly to scale. 9. Possession of this report, or a copy thereof, does not carry with it the right of publication. It may not be used for any purpose by any person, other than the party to whom it is addressed, without the written consent of the appraiser, and in any event only in its entirety. 10. Information in the appraisal relating to comparable market data is more fully documented in the confidential file in the office of the appraiser. 11. All studies and field notes are secured in our files for future reference. 12. It is assumed that all applicable zoning and use regulations and restrictions have been complied with, unless a non-conformity has been stated, defined and considered in the appraisal report. It is also assumed that the utilization of the land and any improvements is within the boundaries or property lines of the property described and that there is no encroachment or trespass unless noted within the report. 236 22540 63 PATCHIN MESSNER Valuation Counselors 13. The distribution of the total valuation in this report between land and any improvements, if stated, applies only under the reported highest and best use of the property. The allocations of value for land and improvements must not be used in conjunction with any other appraisal and are invalid if so used. 14. It is assumed that there is full compliance with all applicable federal, state and local environmental regulations and laws unless non-compliance is stated, defined and considered in the appraisal report. 15. The appraiser was not aware of the presence of soil contamination on the subject property, unless otherwise noted in this appraisal report. The effect on market value due to contamination was not considered in this appraisal, unless otherwise stated. 16. The appraiser was not aware of the presence of asbestos or other toxic contaminants in any building(s) located on the site, unless otherwise noted in this report. The effect on market value, due to contamination was not considered in this appraisal, unless otherwise stated. 17. Unless otherwise stated in this report, the existence of hazardous material, which may or may not be present on the property, was not observed by the appraiser. The appraiser has no knowledge of the existence of such materials on or in the property. The appraiser, however, is not qualified to detect such substances. The value estimate is predicated on the assumption that there is no such material on or in the property that would cause a loss in value. No responsibility is assumed for any detrimental environmental conditions, or for any expertise or engineering knowledge required to discover such substances. The client is urged to retain an expert in this field, if desired. 18. The value stated in this report is fee simple, assuming responsible ownership and management, unless otherwise indicated. This appraisal recognizes that available financing is a major consideration by typical purchasers of real estate in the market, and the appraisal assumes that financing is or was made available to purchasers of the property described herein. 19. The appraiser has neither present nor contemplated interest in the property appraised and employment is not contingent upon the value reported. 20. Unless otherwise stated in this report, the appraiser has not made a survey or analysis to determine whether any buildings on the property are in compliance with "The Americans with Disabilities Act" (ADA). If the property is not in compliance with the ADA, it could have a negative effect on the value of the property. 21. The property is appraised free and clear of any or all liens or encumbrances, unless otherwise stated. 237 22540 64 PATCHIN MESSNER Valuation Counselors APPRAISER QUALIFICATIONS 238 22540 65 PATCHIN MESSNER Valuation Counselors QUALIFICATIONS OF ANDREW S. TOTZKE PROFESSIONAL AFFILIATIONS Designated MAI Member, Appraisal Institute Certified General Real Property Appraiser, Minnesota License No. 40288605 Member (No. 8002273), International Right of Way Association BUSINESS EXPERIENCE Patchin Messner Valuation Counselors, Principal 2022-Present, Appraiser 2012-Present EDUCATIONAL BACKGROUND Bachelor of Science Degree, Real Estate St. Cloud State University, St. Cloud, MN SPECIALIZED REAL ESTATE Real Estate Principles, St. Cloud State University TRAINING Real Estate Property Management, Saint Cloud State University Real Estate Investments, Saint Cloud State University Real Estate Law, Saint Cloud State University Real Estate Appraisal, Saint Cloud State University Commercial Appraisal, Saint Cloud State University National USPAP 15-Hour Course (410), Bloomington, MN, 55431 Real Estate Finance, Statistics and Valuation Modeling, North Star Chapter General Appraiser, Sales Comparison Approach, North Star Chapter Supervisory Appraiser/Trainee Appraiser Course, North Star Chapter General Appraiser, Site Valuation and Cost Approach, North Star Chapter General Appraiser, Market Analysis and Highest & Best Use, North Star Chapter General Appraiser, Report Writing and Case Studies, North Star Chapter Commercial Appraisal Review, McKissock Educational Services Expert Witness for Commercial Appraisers, McKissock Educational Services General Appraiser, Income Approach / Parts I & II, North Star Chapter Advanced Income Capitalization, Synchronous Quantitative Analysis, North Star Chapter Advanced Market Analysis and Highest & Best Use, Synchronous Advanced Concepts & Case Studies, North Star Chapter APPRAISAL EXPERIENCE Preparation of appraisals for the purposes of condemnation, tax appeal, acquisition, litigation, consultation, internal decision making and insurance settlement. Properties appraised include office and industrial buildings, apartment buildings, restaurants, service stations, retail centers, and special-purpose properties, as well as single-family residences and lands. COURT EXPERIENCE Qualified as an expert witness for Commission Hearings in Carver County, Dakota County, Hennepin County, and Scott County. RELATED EXPERIENCE North Star Chapter of the Appraisal Institute: President, Present North Star Chapter of the Appraisal Institute: Board of Directors, 2019 to 2021 Hennepin County Property Tax Assessment, 2011 239 22540 66 PATCHIN MESSNER Valuation Counselors APPRAISAL CLIENTS AFC Enterprises, Inc. Minnesota Department of Transportation (MnDOT) Afton Law Office Monroe Moxness Berg Aggregate Industries - MWR Mounds View School District No. 621 Alliance Bank Muller Family Theatres Bureau of Indian Affairs Northern Natural Gas Company Bolton & Menk, Inc. Peace Reformed Church City National Bank Prairie Island Indian Community Edina Realty Ridgeview Medical Center Foreman & Associates, LLC Rockford Area Schools Fredrikson & Byron, P.A. Shakopee Mdewakanton Sioux Community (SMSC) Great River Energy Shakopee Public Utilities Commission (SPUC) Gregerson, Rosow, Johnson, & Nilan, Ltd. SRF Consulting Group Henning Professional Services, Inc. Stewart Title Hoff Barry, P.A. Stillwater Area Public Schools Independent School District 191 Three Rivers Park District Independent School District 194 Upper Midwest Management, Inc. Kennedy & Graven, Chartered Wilson Development Services, LLC LeVander, Gillen & Miller, P.A. WSB & Associates, Inc. Melchert Hubert Sjodin, PLLP Xcel Energy Metropolitan Council Cities: Becker, Burnsville, Cambridge, Carver, Champlin, Chanhassen, Chaska, Circle Pines, Cottage Grove, Delano, Eagan, Eden Prairie, Elk River, Excelsior, Golden Valley, Hamburg, Inver Grove Heights, Lake Elmo, Lakeville, Lino Lakes, Minnetonka, Monticello, New Brighton, New Ulm, Plymouth, Prior Lake, Red Wing, Robbinsdale, Rogers, Rosemount, Shakopee, Shorewood, Victoria, and Waconia Counties: Carver, Dakota, Hennepin, Scott, Sibley and Washington 240 City Council Item October 27, 2025 Item Resolution 2025-XX: Certification of Delinquent Utility Accounts and Code Enforcement Charges to the County Auditor File No.Item No: G.1 Agenda Section PUBLIC HEARINGS Prepared By Danielle Washburn, Assistant Finance Director Reviewed By Laurie Hokkanen SUGGESTED ACTION "The Chanhassen City Council adopts a resolution certifying delinquent utility accounts and code enforcement charges to the County Auditor." Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY BACKGROUND DELINQUENT UTILITY ACCOUNTS Chanhassen City Code provides that in the event any utility service is not paid within three (3) months after the time it is rendered, the city council may certify the amount due together with penalties to the county auditor to be collected with other real estate taxes levied against the premises served. The city bills for water, sanitary sewer, and storm sewer. For accounts that are past due, the city sends a letter after the fall billing (September and October) notifying the property owner of the delinquency and that non-payment will result in certification to property taxes with certification fees. Property owners may speak at this public hearing to dispute the certification. Owners may avoid certification by paying 241 the amount due by November 1, 2025. A final delinquent list is then prepared and sent to the county by December 1, 2025. The list of delinquent properties is available in the Finance Department. As of October 22, 2025, no property owners had notified the city that they planned to dispute these delinquent utility charges. Current practice is to certify the amount due to the property taxes, as allowed by Minnesota State Statute Section 444.075 Subd. e. There are 188 accounts with a total value of $214,317.57 to be collected this year. This compares to 177 accounts with a total dollar amount of $261,465.81 last year. Staff expects that several accounts will be paid in full by the time that the final list is established in December. The other accounts will be certified to the county for collection with a fee of 10% added for the administrative costs incurred plus an additional $5.00 Carver County Certification Fee (for properties within Carver County). DELINQUENT CODE ENFORCEMENT CHARGES Chanhassen City Code states, “After giving the owner or occupant of a lot not in compliance with the previous sections seven days' advance written notice of the noncompliance, the city may cut, or cause to be cut the grass, weeds, or plants and may assess the cost against the property in accordance with Minnesota State Statute 429.101.” The procedure for collecting code enforcement costs is to send an invoice stating the charges incurred by the city. If not paid by the due date, statements are mailed. We then send letters in the fall (September and October) notifying the property owner of the delinquency and the consequences of non- payment. They are allowed to attend a public hearing to dispute the certification. The list is then sent to the county by December 1, 2025. The list of delinquent properties is available in the Finance Department or in the attachment. As of October 22, 2025, no property owners had notified the city that they planned to dispute these delinquent code enforcement charges. Current practice is to certify the amount due to the property taxes. There are four accounts with a total value of $1,969.20 to be collected this year. This compares to two accounts with a total dollar amount of $1,771.99 last year. These accounts will be certified to the county for collection with a fee of 10% added for the administrative costs incurred plus an additional $5.00 Carver County Certification Fee (for properties within Carver County). DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS Resolution 242 243 1 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: October 27, 2025 RESOLUTION NO: 2025-XX MOTION BY: SECONDED BY: A RESOLUTION CERTIFYING DELINQUENT UTILITY ACCOUNTS AND CODE ENFORCEMENT CHARGES TO THE COUNTY AUDITOR WHEREAS, Minnesota Statutes Section 444.075, Subd. 3e and the Chanhassen City Code provide that the City Council may cause delinquent utility bills to become a lien against the property served by certifying the unpaid charges to the County Auditor for collection as other taxes; and WHEREAS, Minnesota Statutes Section 429.101 allows for the collection of unpaid special charges and authorized assessments for the elimination of a nuisance from a private property; and WHEREAS, the City of Chanhassen has notified property owners of unpaid charges and the possibility that said unpaid charges may be specially assessed against the property. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Chanhassen that the uncollected delinquent utility charges and other charges as listed on the attached Exhibit A are hereby certified to the Carver County Auditor for collection with real estate taxes on the parcels specified with an added 10% administrative fee plus a $5.00 County Certification Fee. BE IT FURTHER RESOLVED by the City Council of the City of Chanhassen that the uncollected special charges for nuisance elimination as listed on the attached Exhibit B are hereby certified to the Carver County Auditor for collection with real estate taxes on the parcels specified with an added 10% administrative fee plus a $5.00 County Certification Fee. PASSED AND ADOPTED by the Chanhassen City Council this 27th day of October 2025. ATTEST: Jenny Potter, City Clerk Elise Ryan, Mayor YES NO ABSENT 244 2 ATTACHMENT A RESOLUTION CERTIFYING DELINQUENT UTILITY ACCOUNTS & CODE ENFORCEMENT CHARGES TO THE COUNTY AUDITOR PID Total To Certify PID Total To Certify 25-0010300 2,022.50 25-1800130 1,789.45 25-0024500 2,086.73 25-1820080 480.16 25-0083100 90.15 25-1820110 921.93 25-0123700 1,955.87 25-1820320 4,398.73 25-0241900 176.20 25-1870130 53.10 25-0242100 176.17 25-1870220 471.93 25-0251510 1,471.12 25-1870230 183.11 25-0363000 2,455.26 25-1870510 2,288.08 25-0363300 176.17 25-1870550 1,366.13 25-0500240 847.81 25-1980300 28.29 25-0500330 1,153.29 25-1990030 3,460.01 25-0500405 977.33 25-1990140 1,662.91 25-0610470 784.79 25-2000050 656.48 25-0610560 230.87 25-2000880 1,958.81 25-0610790 829.58 25-2020150 372.61 25-0640270 77.95 25-2020710 760.07 25-0640280 774.49 25-2020780 595.04 25-0640370 2,438.44 25-2020860 1,781.36 25-0640460 72.74 25-2021570 3,114.61 25-0650010 2,826.21 25-2030010 492.42 25-0700010 677.28 25-2030150 584.66 25-0880030 1,848.48 25-2030270 10,808.58 25-0880040 56.38 25-2030460 1,345.60 25-0880060 249.02 25-2030700 1,487.55 25-0880260 79.21 25-2031140 1,294.72 25-0880660 32.42 25-2040240 339.06 25-1100070 253.86 25-2060010 88.80 25-1200010 175.18 25-2080100 3,101.93 25-1200040 297.64 25-2180010 179.82 25-1230020 54.26 25-2180020 179.82 25-1410060 1,239.32 25-2180060 748.55 25-1450230 170.13 25-2200050 4,793.63 25-1600201 618.46 25-2200050 40.30 25-1600451 1,494.76 25-2240060 166.38 25-1600680 257.53 25-2290060 802.50 25-1601280 1,097.49 25-2300220 37.93 25-1601430 1,027.43 25-2540020 3,969.05 25-1670010 1,189.50 25-2560350 963.61 245 3 PID Total To Certify PID Total To Certify 25-2620490 352.97 25-5610090 180.76 25-2730170 4,494.91 25-5610330 1,978.84 25-2730260 1,731.73 25-5620010 175.64 25-2730570 249.68 25-5630110 465.81 25-2840050 1,528.38 25-5630220 523.18 25-2950010 330.74 25-5630440 198.26 25-3000810 101.27 25-5640160 3,349.61 25-3060020 117.21 25-5690030 177.12 25-3250030 175.18 25-5700010 286.49 25-3320260 88.80 25-5890290 130.48 25-3320300 175.18 25-5910130 391.23 25-3360260 3,522.67 25-5920030 911.27 25-3490070 1,179.31 25-6100190 177.25 25-3500100 43.38 25-6110310 703.91 25-3630020 602.55 25-6110311 172.32 25-3900100 1,482.33 25-6140170 1,186.90 25-3970210 1,727.71 25-6140460 3,004.13 25-3980160 1,154.19 25-6150120 1,263.53 25-4030380 502.06 25-6380050 1,789.81 25-4060180 1,962.82 25-6380150 503.09 25-4060200 2,462.74 25-6510040 1,148.23 25-4070010 176.20 25-6530020 105.03 25-4080140 51.32 25-6700110 2,591.09 25-4080200 88.80 25-6820030 237.23 25-4150041 811.52 25-6840010 176.20 25-4170120 102.41 25-6940050 237.22 25-4200120 831.42 25-7400020 66.74 25-4200250 527.95 25-7550010 742.34 25-4500020 3,308.85 25-7550020 1,575.11 25-4530040 2,289.00 25-7550100 1,996.56 25-4700160 2,397.93 25-7550190 2,478.19 25-4820040 10,887.12 25-7550200 282.33 25-4950400 1,436.06 25-7550350 872.81 25-4950630 1,129.61 25-7550730 2,462.22 25-5050050 93.40 25-7550830 1,087.79 25-5050120 164.03 25-7550860 61.54 25-5050160 306.14 25-7551100 2,536.83 25-5050200 1,396.96 25-7710010 101.68 25-5250070 2,245.73 25-7720112 528.15 25-5250080 1,016.03 25-7760120 664.90 25-5250170 89.33 25-7760250 1,683.06 25-5350010 93.16 25-7850220 824.18 25-5470020 1,644.46 25-7850610 551.33 246 4 PID Total To Certify 25-8020100 468.82 25-8020110 139.37 25-8130020 1,257.78 25-8140040 178.86 25-8200210 768.69 25-8410210 2,203.47 25-8460010 449.39 25-8480230 1,759.89 25-8480250 417.69 25-8480680 236.14 25-8481400 72.50 25-8481650 769.46 25-8481720 690.58 25-8481880 2,463.85 25-8482050 45.98 25-8482250 663.76 25-8482420 207.75 25-8520120 173.12 25-8550031 248.14 25-8660340 1,047.98 25-8800050 1,377.24 25-8810200 812.00 25-8840080 1,878.11 65-4780010 6,285.09 65-4780270 1,353.44 65-4800030 2,485.10 ***Total of 188 accounts*** Revised 10/22/2025 ____________ 247 5 ATTACHMENT B RESOLUTION CERTIFYING DELINQUENT UTILITY ACCOUNTS & CODE ENFORCEMENT CHARGES TO THE COUNTY AUDITOR PID Total To Certify 25-4820040 121.23 25-0920010 121.71 25-7700070 1149.17 25-7700110 577.09 ***Total of 4 accounts*** Revised 10/22/2025 ____________ 248 City Council Item October 27, 2025 Item Resolution 2025-XX: Accept Feasibility Study, Conduct Public Improvement Hearing, and Authorize Preparation of Plans and Specifications for the Market Boulevard Improvement Project File No.ENG Project No. 25-02 Item No: G.2 Agenda Section PUBLIC HEARINGS Prepared By Charlie Howley, Director of Public Works/City Engineer Reviewed By Laurie Hokkanen SUGGESTED ACTION "The Chanhassen City Council adopts a resolution accepting the feasibility study, ordering the improvements, and authorizing preparation of plans and specifications for the Market Boulevard Improvement Project." Motion Type 4/5 Vote Strategic Priority Asset Management SUMMARY Accept the feasibility study and host a public hearing for the project, known as the 'improvement hearing'. This is a step in the M.S. 429 special assessment process in order to review the findings of the feasibility study and discuss specific aspects of the project. Following the public hearing portion of this agenda item, the City Council needs to make a decision regarding ordering the production of plans and specifications for the project. Final assessment amounts are not determined as part of this action. BACKGROUND 249 In May 2016, Kimley Horn prepared a Corridor Study for Market Boulevard On February 27, 2023, the city hired Kimley Horn as the design consultant for the Market Boulevard Improvement project On July 22, 2024, the city council accepted the feasibility study and ordered the improvements based on the preferred layout at the time The City Council paused the project to reconsider the preferred layout On September 22, 2025, the City Council selected a revised preferred layout On October 13, 2025, the City Council called for a Public Hearing to accept the Feasibility Study based on the new preferred layout and to order the project More information on the project is available on the project page: https://www.chanhassenmn.gov/government/projects/street-projects/market-blvd-reconstruction-project DISCUSSION The Market Boulevard Improvement Project includes rehabilitation of the corridor from TH5 on the south to Chan View on the north, including Chan View itself between Market Boulevard and Laredo Drive. The work involves rehabilitation of street, sidewalk, and trail pavement; replacement of certain storm sewer and watermain; stormwater management (including the Downtown Water Reuse improvements); landscaping; lighting; signage/pavement markings; ADA; and traffic signal replacement. The goals of the project include rehabilitation of public infrastructure; coordinating with new development (Civic Campus and the Roers redevelopment); leveraging a previous development/TIF agreement from The Venue project; and improvements to pedestrian/bicycle safety and mobility. Schedule Hold Public Hearing - Order Project October 27, 2025 Approve Plans & Specs - Authorize Bidding January 2026 Bid Opening February 2026 Host Public Open House March 2026 Hold Assessment Hearing - Award Construction Contract April 2026 Begin Construction May 2026 Complete Construction November 2026 Public outreach, including hosting a public open house, was previously completed before pausing the project. An open house based on the reduced scope project was not held, but additional open houses will be held over the next few months to discuss construction aspects of the project, including impacts to adjacent businesses. BUDGET This project is funded by a combination of sources consisting of Municipal State Aid, Special Assessments, a grant from the MPCA, and Utility Enterprise Funds. This project is identified in the Capital Improvement Plan (CIP) as Project No. ST-048. Since the scope of the project has been in flux, the project budget has also changed over time. 250 The Feasibility Study has identified the overall project budget as $7.6M. $1.1M of the project cost is due to the inclusion of the downtown water reuse initiative that supports the required watershed district permitting and associated stormwater management of multiple public projects in the area (Civic Campus, 2024 Street Improvements, and this Market Blvd project). The overall project budget identified in the Feasibility Study is as follows: Cost/Revenue Category Amount Municipal State Aid (MSA)$ 1,807,000 Special Assessment (TIF #11-The Venue)$ 2,600,000 Water Utility $ 385,000 Sewer Utility $ 35,000 Surface Water Utility $ 880,000 Stormwater Reuse (MPCA Grant)$ 1,100,000 Special Assessments (private property)$ 663,000 PMP $ 210,000 TOTAL $ 7,680,000 Assessments Consistent with the City's Assessment Policy, certain applicable benefiting properties are proposed to be assessed a percentage of the street-related improvement costs of the project. The previous Venue project entered into an Assessment Agreement with the City as part of the TIF agreement (TIF 11) for that project. That amount has been pre-determined. Beyond the Venue property, the other properties that have frontage along Market Boulevard and Chan View are also proposed to be assessed. The method of assessment proposed is Front Footage for this project but is split between the Municipal State Aid (MSA) section south of W 78th Street, and the non- MSA section north of W 78th Street, including Chan View. An assessment map and role are included in the Feasibility Study, with a summary shown here: ID Address Known as Preliminary Assessment Amount 101 7812 Market Blvd.Market Square II $ 49,928 102 7820 Market Blvd.Wendy's $ 54,036 103 7836 Market Blvd.Market Square (Cub)$147,571 104 600 W. 79th St.Walgreens $ 86,268 105 580 Market St.Market St. Station $168,743 106 591 W. 78th St.Roers $ 82,792 107 n/a City owned $179,487 108 n/a City owned $ 73,628 251 110 7730 Laredo Dr.US Post Office $ 48,349 111 600 W. 78th St.Old National Bank $ 24,576 112 7610 Laredo Dr.Fire Station $ 39,321 These amounts are Preliminary based on prepared estimates. Final amounts will be determined once construction bids have been obtained. RECOMMENDATION From an engineering and financing perspective this project is necessary, feasible, and cost effective. Staff recommends the City Council adopt a resolution accepting the feasibility study, ordering the improvements, and authorizing production of plans and specifications for City Project Number 25-02. ATTACHMENTS Resolution 2025-XX Accept Feasibility Study -Conduct PH-Order P-S for 25-02 MARKET BLVD FEASIBILITY REPORT - Final Presentation 252 1 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: October 27, 2025 RESOLUTION NO: 2025-XX MOTION BY: SECONDED BY: A RESOLUTION ACCEPTING THE FEASIBILITY STUDY, CONDUCTING A PUBLIC HEARING, AND AUTHORIZING PREPARATION OF PLANS AND SPECIFICATIONS FOR THE MARKET BOULEVARD REHABILITATION PROJECT WHEREAS, a feasibility study has been prepared for the above-referenced project and this study is being received by the City Council on October 27, 2025: and WHEREAS, the feasibility study provides information regarding whether the proposed project is necessary, cost-effective, and feasible; whether it should best be made as proposed or in connection with some other improvement; the estimated cost of the improvement as recommended; and a description of the methodology used to calculate individual assessments for the applicable benefitting properties; and WHEREAS, on October 13, 2025, the City Council called for the public hearing to be held on October 27, 2025, for the Market Boulevard Rehabilitation Project. The project includes roadway pavement rehabilitation, spot curb and gutter replacement, sidewalk and trail replacement, sanitary sewer maintenance, storm sewer maintenance and/or replacement, watermain replacement, traffic signal replacement, and ADA improvements; and WHEREAS, a minimum of ten (10) days' mailed notice of assessable properties and two (2) weeks’ published notice of the public hearing was given; and WHEREAS, the public hearing was held thereon the 27th day of October 2025, in the Council Chambers at Chanhassen City Hall, 7700 Market Boulevard, at which all persons desiring to be heard were given an opportunity to be heard by the City Council. NOW THEREFORE, BE IT RESOLVED by the Chanhassen City Council: 1. The City Council has received and accepts the feasibility study and considers the improvements of such project in accordance with the study and the assessment of applicable benefitting properties for a portion of the cost of the improvements pursuant to Minnesota Statutes, Chapter 429. 2. Such improvements are necessary, cost-effective, and feasible as detailed in the feasibility study. 3. Such improvements are hereby ordered as proposed in the City Council resolution adopted October 27, 2025. 4. The City Council authorizes preparation of plans and specifications for the Market Boulevard Rehabilitation Project. 253 2 PASSED AND ADOPTED by the Chanhassen City Council this 27th day of October 2025. ATTEST: Jenny Potter, City Clerk Elise Ryan, Mayor YES NO ABSENT 254 MARKET BOULEVARD REHABILIATION CITY PROJECT NO. 25-02 Feasibility Study CITY OF CHANHASSEN, MINNESOTA Prepared By: Kimley-Horn and Associates, Inc.I hereby certify that this plan, specification 11995 Singletree Lane or report was prepared by me or under my Suite 225 direct supervision and that I am duly Eden Prairie, MN 55344 Licensed Professional Engineer under the (612) 315-1272 laws of the State of Minnesota. Signature: ______________________ Michael Kirsch, P.E. Date: October 23rd, 2025 Lic. No. 59057 255 Table of Contents EXECUTIVE SUMMARY ......................................................................................................................... 1 1.INTRODUCTION ............................................................................................................................... 2 2.PROPOSED PUBLIC IMPROVEMENTS ........................................................................................... 3 TYPICAL SECTION ROADWAY GEOMETRY TRAILS AND SIDEWALK IMPROVEMENTS AT- GRADE RAILROAD CROSSING IMPROVEMENTS LANDSCAPING & STREETSCAPING IMPROVEMENTS OTHER STREET IMPROVEMENTS STREET PAVEMENT IMPROVEMENTS STORM SEWER IMPROVEMENTS SANITARY SEWER IMPROVEMENTS WATERMAIN IMPROVEMENTS PRIVATE UTILITIES 4.PERMITS AND APPROVALS ........................................................................................................... 9 5.EASEMENT AND PROPERTY REQUIREMENTS............................................................................. 9 6.ASSESSMENTS ............................................................................................................................. 10 7.PUBLIC ENGAGEMENT................................................................................................................. 10 8.COORDINATED PROJECTS & BUSINESS ACCESS CONTROL .................................................. 10 9.PROJECT SCHEDULE ................................................................................................................... 11 10.SUMMARY AND RECOMMENDATIONS ........................................................................................ 12 EXHIBIT A –FEASIBILITY OVERALL PROJECT LAYOUT EXHIBIT B –PROPOSED UTILITY IMPROVEMENTS LAYOUT EXHIBIT C –TYPICAL SECTIONS (PROPOSED) EXHIBIT D –ROW LAYOUT EXHIBIT E –PRELIMINARY ASSESSMENT ROLL AND LAYOUT APPENDIX A –OPINION OF PROBABLE COST APPENDIX B –GEOTECHNICAL REPORT 256 1 City of Chanhassen | Market Boulevard Reconstruction │Feasibility Study EXECUTIVE SUMMARY This feasibility study has been prepared for the City of Chanhassen Market Boulevard Rehabilitation Project. Market Boulevard is a Municipal State Aid street (MSA) between Trunk Highway 5 and West 78th Street. North of West 78th Street is a non-MSA local city street. The proposed project improvements consist of a combination of reconstruction and rehabilitation of approximately one-third (0.33) miles of Market Boulevard, rehabilitation of approximately 400 feet of Chan View, as well as improving pedestrian access with a new multi-use trail and sidewalk. Signal system upgrades will be constructed at the intersection of W 78th St and Market Boulevard. Storm sewer infrastructure will be reconstructed and include the construction of a storm water reuse system and pump house. Minor replacements in sanitary sewer and watermain are also proposed with this project. Detailed information for the different elements of the project is provided in the full report below. The estimated costs for the proposed improvements are detailed in the table below. These costs include a 10% construction cost contingency, a 10% design cost contingency as well as an allocation for indirect costs, such as engineering and construction management. MARKET BOULEVARD COST BREAKDOWN ITEM FUNDING STREET - MSA $ 4,706,130 STREET - NON-MSA $ 280,613 WATERMAIN $ 384,255 SANITARY SEWER $ 33,067 STORM SEWER $ 281,034 WATER REUSE SYSTEM $ 1,697,152 ROW & EASEMENTS $ 292,810 Total Project Cost $ 7,675,061 257 2 City of Chanhassen | Market Boulevard Reconstruction │Feasibility Study The improvements are proposed to be financed through various funding sources including, MSA, TIF, Stormwater Resilience, Assessments and Utility Enterprise funds. A preliminary financing plan is provided in the table below. FUNDING SOURCE BREAK DOWN ITEM COST TIF $ 2,600,000 ASSESSED - MSA CITY - (60%) $ 1,263,678 ASSESSED - MSA - PRIVATE (40%) $ 842,452 ASSESSED - NON-MSA - CITY (60%) $ 168,368 ASSESSED - NON-MSA - PRIVATE (40%) $ 112,245 MPCA GRANT $ 1,100,000 STORM SEWER - CITY $ 878,186 WATERMAIN - CITY $ 384,255 SANITARY SEWER - CITY $ 33,067 ROW & EASEMENTS - CITY $ 292,810 Total Project Cost $ 7,675,061 We recommend that the following project schedule be followed: City Council Calls Public Hearing October 13, 2025 Public Improvement Hearing October 27, 2025 Council Orders the Project Authorize Preparation of Final Plans and Specifications Public Open House/Business Owner Meeting January 2026 Council Approves Plans and Specifications January 2026 Authorize Advertisement for Bids Bid Opening February 2026 Public Open House – Pre-Construction March 2026 Assessment Hearing and City Council Awards Contract March 2026 Construction Summer, 2026 We recommend the following: A.The City Council accepts this feasibility report and holds a public hearing on October 27th, 2025. B.After receiving the appropriate staff reports, staff information, and public hearing input, the Council makes a decision on the approval or rejection of the proposed improvements and orders the project. 1. INTRODUCTION On April 3, 2023, the City Council authorized the preparation of a feasibility study and traffic memo for the Market Boulevard Rehabilitation project, City Project 25-02. The Council received project updates, traffic 258 3 City of Chanhassen | Market Boulevard Reconstruction │Feasibility Study modeling forecasting and feasibility estimates for various alternative design to reenvision the Market Boulevard corridor throughout 2024-2025. The Council decided to refocus the project to maintain the existing roadway corridor and rehabilitate the roadway with additional trail, lighting, safety and signal improvements as outlined in this report. The project also received a $1.1 million dollar grant to implement smart ponding and irrigation reuse with the project. A general summary of the proposed improvements included in the project area are provided below. · Combination of Full depth pavement reconstruction and reclamation areas of Market Boulevard · Full depth pavement reclamation of Chan View west of Laredo Drive · Sidewalk & trail improvements · Drainage and storm sewer improvements, including various Best Management Practices · Lane reconfigurations and realignment · Signal system improvements and enhanced pedestrian crossings at West 78th Street and Market Blvd · Street and pedestrian lighting upgrades · At-grade railroad crossing safety improvements – Twin Cities Western Rail Road · Pump station and water reuse system and Smart Ponding implementation (iron filter basins) · Regional stormwater treatment and retention upgrades · Curb and gutter reconstruction The traffic memo was used to evaluate the existing condition of Market Boulevard to provide guidance on the proposed improvements listed above. This focused on various potential lane configurations, intersection control and access management in order to facilitate traffic under future 2045 conditions. The proposed improvements are shown in Overall Project Layout in Exhibit A. 2. PROPOSED PUBLIC IMPROVEMENTS TYPICAL SECTION The proposed Market Boulevard typical section consists of two lane, two way, unseparated lane configuration with an added southbound lane near the rail road crossing. The proposed geometry and street widths are shown in the overall layout. Typical 11-foot lane widths are proposed with 12.5-foot lanes adjacent to curb & gutter (including gutter pans) for two lane sections to meet state aid funding requirements. Existing widths of adjacent connecting streets are proposed to remain the same as a part of the project. Curb and gutter on adjacent streets will be replaced in kind or if the current curb and gutter is type B618M, it will be replaced with standard B618 curb and gutter. The proposed roadway geometrics meet MnDOT State Aid standards. As a part of this feasibility study, a geotechnical investigation and report provided proposed roadway and bituminous trail pavement sections. The proposed pavement section for Market Boulevard includes 3 lifts of bituminous wearing and non-wearing course mix designs, over 12 inches of class 5 aggregate base and 2 feet of select granular sand. The proposed typical sections are shown in Exhibit C. 259 4 City of Chanhassen | Market Boulevard Reconstruction │Feasibility Study ROADWAY GEOMETRY Additionally, traffic signal improvements will be made at West 78th Street to improve traffic signal timing and infrastructure upgrades to meet the new lane configurations at West 78th Street. Accessible Pedestrian Signal (APS) systems upgrades are also proposed at West 78th Street to provide safer pedestrian crossings at this intersection. The proposed alignment of Market Boulevard has been adjusted slightly to straighten out the various curves, provide longer stopping sight distances and create a more perpendicular crossing at the Twin Cities Western railroad crossing. All proposed geometry meets WB-67 (typical 67 ft long trailers) control vehicle turning movements, and SU-30 (typical daily delivery trucks) design vehicle turning movements. A layout for the proposed improvements is included in Exhibit A. TRAILS AND SIDEWALK IMPROVEMENTS Proposed trail and sidewalk infrastructure within the project area are described below. 12-Foot Shared-Use Colored-Concrete Path A 12-Foot Shared-Use Colored-Concrete Path is proposed along the east side of Market Boulevard from TH 5 to West 78th Street to provide improved pedestrian and bicycle access to the downtown Chanhassen area. This trail will accompany additional streetscape enhancements consistent with the 2024 Downtown Design Guidelines. The east side was chosen for the shared-use path to minimize right- of-way acquisition from private properties along the east side of Market Boulevard. 6-foot Concrete Sidewalk The existing 6-foot concrete sidewalk along the west side of Market Boulevard from TH 5 to West 78th Street will be replaced with a proposed 6-foot concrete sidewalk in locations where the roadway alignment has shifted or rehabilitation is necessary. This sidewalk will accompany additional streetscape enhancements consistent with the 2024 Downtown Design Guide. The sidewalk will run adjacent to boulevard space with stormwater quality features and landscaping providing a buffer between the roadway and pedestrians. Pedestrian Intersection Enhancements Pedestrian refuge islands will be incorporated with the intersection improvements at West 78th Street and Market Boulevard. The new signal system at West 78th Street and Market Boulevard will feature Accessible Pedestrian Signal (APS) pushbutton upgrades to provide safer crossing awareness for all users of the intersection. AT- GRADE RAILROAD CROSSING IMPROVEMENTS The Twin Cities Western (TCW) railroad will be reconstructing the at-grade crossing at Market Boulevard in coordination with the proposed improvements. TCW will construct new at grade safety improvements, wider crossing arms, and signals ahead of the Market Boulevard Reconstruction project. They will also address the necessary safety improvements to accommodate the proposed future roadway section. The 260 5 City of Chanhassen | Market Boulevard Reconstruction │Feasibility Study Market Boulevard Rehabiliation project will provide a proposed typical section for the crossing that can be seen in Exhibit C. LANDSCAPING & STREETSCAPING IMPROVEMENTS The corridor along Market Boulevard will take design queues from the 2024 Downtown Design Guidelines for landscaping and streetscaping enhancements. These included increasing multi-modal accessibility with the added shared-use path and providing improved pedestrian ramps at all intersections with Market Boulevard and Chan View. Hardscaped concrete maintenance strips are proposed at boulevard areas throughout the corridor to allow for snow storage and to reduce long term mowing and maintenance. These maintenance strips will match the aesthetic as presented in the Downtown Area Plan and new Civic Center. Low maintenance native plantings are proposed at storm water facilities with balanced blooming periods to provide an inviting appeal at the entrance to downtown. Trees have been strategically placed throughout the corridor in boulevards where sight distances are not restricted. A downtown entrance sign is located planned near the intersection of Highway 5 and Market Boulevard. These improvements can be seen in Exhibit A. OTHER STREET IMPROVEMENTS STREET AND PEDESTRIAN LIGHTING New streetlights will be constructed at intersections to illuminate the roadway. Lighting will be placed strategically to improve safety and visibility for all modes of transportation. Streetlights will be installed and maintained by Xcel Energy through their franchise agreement. Traditional luminaires are planned for the corridor, as referenced to the right. Pedestrian scale lighting will be installed along the shared used path to promote safety and friendly appearance throughout the day. This lighting will be focused on the trail itself and is not intended to direct light outside of the public right-of-way or light the entirety of the facility. STREET SIGNAGE Street signs will be replaced, removed, or added in accordance with the City’s current standards for street signage for the proposed roadway. Existing signposts are mostly wooden and will be replaced with steel posts per the new City standards. STREET PAVEMENT IMPROVEMENTS The City evaluates the condition of existing street pavements based on an overall conditions index (OCI) every three years throughout the City. OCI ratings are on a scale of 0 – 100 with 0 being the worst condition pavement and 100 being new pavement. The City strives to maintain pavement OCI ratings above 70. The most recent OCI ratings for the existing roadways in the project corridor are listed below: Street:OCI Rating (0-100): 261 6 City of Chanhassen | Market Boulevard Reconstruction │Feasibility Study Chan View (Market Blvd to Laredo Dr)46 Market Boulevard (78th to Chan View)56 Market Boulevard (Market Street to 78th)61 Market Boulevard (79th St. to Market Street)36 All pavement sections will be rehabilitated with the project, bringing their OCI to 100. STORM SEWER IMPROVEMENTS Regional Report Summary and Findings: City and Kimley Horn staff prepared a separate Downtown Chanhassen Regional Stormwater Framework report outlining the stormwater management requirements for Market Boulevard Rehabiliation and multiple adjacent City projects in the Downtown Area. Meeting stormwater management requirements within the downtown area poses a significant challenge due to limited available space and often come with high cost. Implementing a regional stormwater management system allows multiple projects to meet their stormwater requirements while providing a more cost-effective approach, efficiency in use of space, and a higher level of water quality benefit than if these separate projects were to be planned, designed, and permitted separately outside of a regional approach. The regional stormwater report summarizes the analysis for the potential regional stormwater BMPs, along with recommendations to be constructed with Market Boulevard, and establishes a regulatory framework to be used for project permitting with the Riley Purgatory Bluff Creek Watershed. The study identifies the opportunity to leverage the rehabilitation of Market Boulevard to install key infrastructure needed to achieve the regional stormwater plan, including the force main and treatment facility for reuse-irrigation. The City has obtained an MPCA Implementation Grant in April 2024 to help fund the elements of the regional system. The recommended improvements proposed to be constructed with Market Boulevard are outlined below: · Reuse-Irrigation System. The rehabilitation of Market Boulevard creates an opportunity to cost- effectively install the storm force main for pumping the water from the regional stormwater pond to underground storage tanks near City Hall for irrigation of the fields north of City Hall. Based on the reuse system irrigating public green spaces, we have assumed a treatment system including filtration and UV disinfection treatment prior to being used for irrigation of the ball fields, park areas and other landscape areas. · Market Street active filter. The project would create an active (pumped) connection to the regional wet pond to treat and recycle stormwater back into the regional pond. The filter system would utilize an enhanced filter media to achieve a higher level of pollutant removal than a standard sand-compost filter mix. The location of this BMP will require discussions with the private landowner to confirm availability of the property and what level of credits may need to be allocated to their planned or future project needs. Depending on the extent of space remaining after the reuse treatment system building is located on the west side of Market Boulevard, this system may accommodate two separate treatment cells, one on each the east and west sides of Market Boulevard. 262 7 City of Chanhassen | Market Boulevard Reconstruction │Feasibility Study · 79th Street active filter. The project would create an active (pumped) connection to the regional wet pond to treat and recycle stormwater back into the regional pond. The filter system would utilize an enhanced filter media to achieve a higher level of pollutant removal than a standard sand-compost filter mix. The location of this BMP would expand the footprint of an existing MnDOT filtration BMP to provide additional treatment volume. This will require discussions with MNDOT to confirm agreement for use of the area and to preserve existing MnDOT treatment credits from the original BMP installation. Stormwater Requirements: The project area is within the Riley Purgatory Bluff Creek Watershed District and shall meet the stormwater requirements under Rule J – Linear Project Criteria as outlined below: · A linear project creating 10,000 square feet or more of new impervious or 25,000 square feet of fully reconstructed impervious surface must meet the stormwater criteria below. Requirements for rate, abstraction and water quality are: o Rate Control: Limit site discharge to existing conditions for the 2-, 10-, and 100-year Atlas 14 24-hour rainfall events as well as the 100-year, 10-day snowmelt event. For the purposes of the regional analysis, the most relevant location to assess rate control is at the crossing of TH 5 as shown in Figure 1. o Volume (Abstraction) and Water Quality: o Projects creating between 10,000 square feet and 1 acre of new and or fully reconstructed impervious surface provide abstraction onsite of 1.1 inches of runoff from the net increase in impervious surface area; or o Projects creating more than 1 acre of new and/or fully reconstructed impervious surface, meet the 90 percent TSS removal and an annual TP removal of 60 percent for all new and reconstructed impervious surface and provide abstraction of the larger of 0.55 inches of runoff from the new and fully reconstructed impervious surfaces, or 1.1 inches of runoff from the net increase in impervious area. Additionally, the MPCA Construction Stormwater General Permit requires the treatment of one (1) inch times the net increase of impervious surfaces created by the project if the project creates a net increase of one (1) or more acres of cumulative impervious surface. Market Boulevard will not create a net increase of 1 or more acres of impervious, therefore it is not expected to trigger the MPCA water quality volume requirement. Table 1.Study Area Project Requirements Summary Project Impervious Area (ac) Regulatory Volume (inch) Volume Required (CF) TSS Required (lbs/yr) TP Required (lbs/yr) Market Boulevard 3.6 0.55 7,187 1,203 3.8 Existing & Proposed Storm Sewer Infrastructure: All of the existing stormwater throughout the project corridor is conveyed through a 54” RCP trunk line down the middle of Market Boulevard which outlets west of the project limits into RM-P4.5 regional basin 263 8 City of Chanhassen | Market Boulevard Reconstruction │Feasibility Study after crossing the railroad. This trunk line was constructed in 1988. This trunk line was inspected in 2022 and is generally in good condition. Additional proposed storm sewer upgrades are listed below: · Adjustment of existing storm sewer manholes and replacement of existing rings and castings · Removal and replacement of existing catch basin rings and castings · Reconstruction of existing storm sewer structure inverts and doghouses · Storm sewer outlet repair and establishment of riprap for erosion control · Replacement of storm sewer structures that are failing and pose risk to future pavement integrity or the storm sewer system. SANITARY SEWER IMPROVEMENTS Sanitary sewer is limited within the right-of-way and project limits. City sanitary sewer currently provides service to various businesses and the commercial district adjacent to the project area through a trunk line down Kerber Boulevard through Market Square and under Market Boulevard just north of the TCW railroad crossing. The sanitary sewer beneath the limits of disturbance for the project is 10” Polyvinyl Chloride (PVC). PVC type sewer holds up well to root intrusion, breaks, and leakage over its life. PVC is a non-corrosive material with a general service life of around 100 years. We understand that there are no known leaks of inflow & infiltration issues with the sanitary sewer underneath Market Boulevard. Additionally, existing sanitary sewer extends to Market Boulevard just south of the TCW railroad crossing then diverts down 79th Street outside of the project limits. City televising reports show that this asset is generally in good condition and with no operational issues. City staff also completed a walkthrough of the project area with sanitary sewer and reviewed the condition of existing manholes, rings, and castings. Recommendations for rehabilitative improvements to existing sanitary sewer manholes are identified on the Proposed Utility Improvements Layout in Exhibit B. No repair or replacements to sanitary sewer services or pipes are proposed with the project. Sanitary manhole adjustments will be needed to match future roadway grades. With that, updates to I&I barriers on each of the manholes will be implemented as part of those grade adjustments. A comprehensive redesign and abandonment of existing sewer within private properties would be required to reroute a sanitary sewer trunk line down Market Boulevard. This improvement would not be feasible or provide a cost benefit with this project. WATERMAIN IMPROVEMENTS Two adjacent development projects, Roers Development and Civic Campus, will be replacing and realigning watermain within the project corridor. The Civic Campus project plans to reconstruct the watermain north of the West 78th Street intersection, as indicated in the map shown below in Exhibit B. The Roers Development plans to reconstruct the watermain along West 78th Street East of Market Boulevard and down the East side of Market Boulevard from W 78th Street to just south of the Market Square entrance to provide new services to their development project. The Market Boulevard project will extend watermain along that new alignment from the termini at Market Square to the existing gate valve 7207. A new watermain crossing underneath the TCW railroad is proposed and the existing cast iron watermain crossing beneath the TCW railroad will be filled and abandoned. 264 9 City of Chanhassen | Market Boulevard Reconstruction │Feasibility Study PRIVATE UTILITIES In general, conflicts with private utility facilities in the existing City right-of-way are anticipated as a part of the project. A Gopher One Map ticket request was submitted for all project areas as a part of the feasibility study and the follow utility companies have facilities present in the project area: · Arvig · Lumen (formerly CenturyLink) · MCI · Center Point Energy · Mediacom · Xcel Energy · Zayo · Comcast Private utility companies will be notified of the project during design and directed to schedule and perform any relocation work in order to not delay the project. 4. PERMITS AND APPROVALS The proposed improvements will require the following permits and approvals: · Use of MnDOT Municipal State Aid System (MSAS) funding for improvements to streets on a City’s MSAS system requires plan approval by the Minnesota Department of Transportation’s (MnDOT) State Aid division. A design plan submittal and approval by MnDOT State Aid will be necessary for the project. All streets listed above meet the minimum criteria for Rule 8820.9936 and no variances will be necessary for this project. · MPCA General Stormwater Permit · Riley Purgatory Watershed District Permit/Approval · MnDOT Right-of-Way Permit · MnDOT Drainage Permit · Minnesota Department of Health Permit (watermain) · Twin Cities Western Railroad Utility Permit and other applicable railroad right-of-way approvals for watermain abandonment. 5. EASEMENT AND PROPERTY REQUIREMENTS The proposed street, storm, and utility improvements are proposed to occur within and outside of existing City right-of-way and easements. Therefore, easements will be necessary with this project. Temporary easements will be needed throughout the length of the corridor to accommodate grading for the sidewalk and trail additions and to promote additional streetscape and storm water quality improvements. Right-Of- 265 10 City of Chanhassen | Market Boulevard Reconstruction │Feasibility Study Way Acquisition is also necessary for the BMP being constructed at Market Street. The permanent easement is being acquired as part of the Laredo Drive extension acquisition process. All anticipated easement needs are shown in the ROW Layout in Exhibit D. The approximate Easement needs for the project are summarized below: RIGHT-OF-WAY ACQUISITION 19,460 SQ FT TEMPORARY EASEMENT ACQUISITION 455 SQ FT 6. ASSESSMENTS Benefitting parcels will be assessed 40% of the PMP (Pavement Management Program) construction cost consistent with the current City Assessment Policy. The proposed assessment methodology is front footage. Preliminary assessments can be found in the assessment roll included in Exhibit E. 7. PUBLIC ENGAGEMENT A feasibility study neighborhood open house meeting was held on June 20th, 2024, at the Chanhassen Public Works Building. The purpose of the open house meeting was to inform interested residents and area business owners of the proposed improvements, share project estimated costs, funding, and project schedule, and answer any questions regarding the Public Improvement Hearing. Another Public Open House focused on impacts to adjacent business’s was held on February 14th, 2025. Since that time, the City Council has held multiple work sessions to review the scope of the project. Ultimately, the council has decided to plan for a limited scope project until major redevelopment of adjacent property is planned. During Final Design, additional public outreach will be had to discuss proposed staging and access during construction. The prior feasibility study neighborhood open house meeting was based upon previous preferred layouts, which have since been changed to a less extensive project, which is what is currently being proposed. Since the current preferred layout is not making such drastic changes to the corridor and due to the numerous city council meetings on the topic, another feasibility public open house was not held. 8. COORDINATED PROJECTS & BUSINESS ACCESS CONTROL There are several coordinated projects along the Market Boulevard that will require coordination through design and into construction. The Market Boulevard project team will develop a Business Access and Temporary Traffic Control Plan that will define the phasing of construction for Market Boulevard while accommodating access routes for adjacent construction projects. Below is a list of projects with anticipated coordination needs: Roers Development & Laredo Extension – (Construction 2025-2026) 266 11 City of Chanhassen | Market Boulevard Reconstruction │Feasibility Study Roers Development has been approved to redevelop approximately 4 acres of property on the southeast quadrant of the intersection of West 78th Street and Market Boulevard. The 4 acres previously consisted of the Country Inn & Suites and the closed Chanhassen Cinema. The existing structures have since been demolished and foundations are being set with civil site improvements coming in 2026. During the construction, temporary access may be necessary along Market Boulevard North of the RR to accommodate haul routes. A future Laredo Extension is planned under the development agreement to propose a connection through from 78th to Market Street. This will allow for more connectivity to Roers from Market Street and will shift traffic volumes as the build out is implemented. The Market Boulevard project team has been in coordination with this future development and has included these traffic volume shifts into the overall areawide traffic model. Project Construction Timeline ·September, 2027 |Anticipated opening of Bennett (west building) ·December, 2026 |Anticipated opening of Harlow (east building) Twin Cities Western Rail Road Crossing Reconstruction – (Construction 2026) The Market Boulevard project team and City have been in coordination with TCWR authorities to plan for updated safety improvements at the Market Boulevard at-grade rail road crossing within the project limits. These safety improvements will include upgraded signal control systems, median separation, replacement of ballasts and railroad pads, and realignment of the trail crossing. Civic Campus Development – (Construction for Park Pavilion 2026) The City has substantially complete Phase 1 of the new Civic Campus building at the NW corner of 78th Street and Market Boulevard. Phase 2 is under way and will continue construction of the park pavilion and skate park in 2026. Traffic control will be coordinated amongst the Market Boulevard project as the 78th Street Signal is reconstructed in late 2026. The Market Boulevard project team will coordinate construction access with this project ahead of construction. Market Boulevard’s water reuse irrigation system will connect directly into the cistern at the Civic Campus to provide water for irrigating the ball fields and other amenities around the Civic Campus. 9. PROJECT SCHEDULE City Council Calls Public Hearing October 13, 2025 Public Improvement Hearing October 27, 2025 Council Order Project Authorize Preparation of Final Plans and Specs Public Open House – Informational January 2026 Council Approves Plans and Specs January 2026 Authorize Advertisement for Bids Bid Opening February 2026 Public Open House – Pre-Construction March 2026 267 12 City of Chanhassen | Market Boulevard Reconstruction │Feasibility Study Assessment Hearing and City Council Awards Contract March 2026 Preconstruction Activities Spring, 2026 Construction Summer, 2026 10. SUMMARY AND RECOMMENDATIONS Based upon the analysis completed as a part of this study, the proposed improvements that are a part of the Market Boulevard Rehabilitation are feasible, necessary, and cost effective, and would benefit the properties in the project area and the City of Chanhassen. We recommend the following: A.The City Council orders and holds a public hearing for the project. B.After receiving the appropriate staff reports, staff information, and public hearing input, the Council makes a decision on the approval or rejection of the proposed improvements and orders approved projects. 268 EXHIBITS EXHIBIT A – FEASIBILITY OVERALL PROJECT LAYOUT 269 SSSSSSSSSSSSSSSSSNO PARKINGNO PA R K I N G X X X X XXXXXXXXXXXXDOBLOCKDOBLOCKNOTNOTDOBLOCKNOTNO PARKINGNO P A R K I N G X X X X XXXXXXXXXXXX11' THRU 12.5' THRU 4' BLVD 6' WALK 11' L E F T 11' T H R U 12.5' R I G H T 4' B L V D 12' S H A R E D U S E P A T H 11' T H R U 12.5' T H R U 11' T H R U 12.5' R - T H R U 6' BL V D12' S H A R E D U S E P A T H 11' T H R U 12.5' R - T H R U 12' SHARED U S E P A T H 6' BLVD 12.5' R-THR U 11' THRU 6' BL V D 12' S H A R E D U S E P A T H 12' SHARED USE PATH 6' BLVD 13.5' R-THRU 13.5' THRU 13.5' LEFT 12' THRU 12' THRU 10.0°'GENERAL LAYOUT MARKET BOULEVARD IMPROVEMENTS 270 EXHIBIT B – PROPOSED UTILITY IMPROVEMENTS LAYOUT 271 SSSSSSSSSSSSSSSSSNO PARKINGNO PA R K I N G X X X X XXXXXXXXXXXXNO PARKINGNO P A R K I N G X X X X XXXXXXXXXXXXUTILITY LAYOUT MARKET BOULEVARD IMPROVEMENTS 272 EXHIBIT C – TYPICAL SECTIONS (PROPOSED) 273 274 EXHIBIT D – ROW LAYOUT 275 NO PARKINGNO PARKING X X XXXXXX RIGHT-OF-WAY LAYOUT MARKET BOULEVARD IMPROVEMENTS 276 EXHIBIT E – PRELIMINARY ASSESSMENT ROLL AND LAYOUT 277 ASSESSMENT LAYOUT MARKET BOULEVARD IMPROVEMENTS 278 ITEM FUNDING STREET - MSA 4,706,130$ STREET - NON-MSA 280,613$ WATERMAIN 384,255$ SANITARY SEWER 33,067$ STORM SEWER 281,034$ WATER REUSE SYSTEM 1,697,152$ ROW & EASEMENTS 292,810$ Total Project Cost $ 7,675,061 ITEM COST TIF 2,600,000$ ASSESSED - MSA CITY - (60%)1,263,678$ ASSESSED - MSA - PRIVATE (40%)842,452$ ASSESSED - NON-MSA - CITY (60%)168,368$ ASSESSED - NON-MSA - PRIVATE (40%)112,245$ MPCA GRANT 1,100,000$ STORM SEWER - CITY 878,186$ WATERMAIN - CITY 384,255$ SANITARY SEWER - CITY 33,067$ ROW & EASEMENTS - CITY 292,810$ Total Project Cost $ 7,675,061 SOURCE COST CITY OF CHANHASSEN 3,020,364$ TIF 2,600,000$ MPCA GRANT 1,100,000$ MSA ASSESSED PROPERTY OWNERS 842,452$ NON-MSA ASSESS PROPERTY OWNERS 112,245$ Total Project Cost $ 7,675,061 MARKET BOULEVARD COST BREAKDOWN FUNDING SOURCE BREAK DOWN TOTAL FUNDING BREAK DOWN 279 PARCEL NUMBER PID PARCEL ADDRESS TAXPAYER NAME TAXPAYER ADDRESS TAXPAYER CITY, STATE & ZIP PROPERTY TYPE ASSESSABLE FRONTAGE LENGTH (FT) PERCENTAGE OF FRONTAGE ASSESSMENT COST 101 254510040 7812 MARKET BLVD MARKET SQUARE ASSTS II LLC 470 78TH ST W # 260 CHANHASSEN, MN 55317 COMMERCIAL 158 5.93%49,928$ 102 254490010 7820 MARKET BLVD NEARCO IV LLC 680 COMMERCE DR STE 215 SAINT PAUL, MN 55125 COMMERCIAL 171 6.41%54,036$ 103 254510010 7836 MARKET BLVD MARKET SQUARE ASSOC LTD PTRSHP PO BOX 404 CHANHASSEN, MN 55317 COMMERCIAL 467 17.52%147,571$ 104 252520010 600 79TH ST W CHANHASSEN LETSOS LLC PO BOX 1159 DEERFIELD, IL 60015-1159 COMMERCIAL 273 10.24%86,268$ 105 254460010 580 MARKET ST KRAUS-ANDERSON INC 525 S 8TH ST MINNEAPOLIS, MN 55404 COMMERCIAL 534 20.03%168,743$ 106 251190030 591 78TH ST W CHANHASSEN LODGING LLC PO BOX 727 WAITE PARK, MN 56387-0727 COMMERCIAL 262 9.83%82,792$ 107 252530030 N/A CITY OF CHANHASSEN PO BOX 147 CHANHASSEN, MN 55317 PUBLIC 568 21.31%179,487$ 108 252530040 N/A CITY OF CHANHASSEN PO BOX 147 CHANHASSEN, MN 55317 PUBLIC 233 8.74%73,628$ 2666 100.00% $ 842,452 PARCEL NUMBER PID PARCEL ADDRESS TAXPAYER NAME TAXPAYER ADDRESS TAXPAYER CITY, STATE & ZIP PROPERTY TYPE ASSESSABLE FRONTAGE LENGTH (FT) PERCENTAGE OF FRONTAGE ASSESSMENT COST 110 250122000 7730 LAREDO DR AREA INVEST LCC 6526 CITY WEST PKWY EDEN PRAIRIE, MN 55344 COMMERCIAL 482 43.07%48,349$ 111 250122200 600 78TH ST W STATE BANK OF CHANHASSEN PO BOX 80615 INDIANAPOLIS, IN 46280 COMMERCIAL 245 21.89%24,576$ 112 250122100 7610 LAREDO DR CHANHASSEN CITY PO BOX 147 CHANHASSEN, MN 55317 PUBLIC 392 35.03%39,321$ 1119 100.00% $ 112,245 MARKET BOULEVARD ASSESSMENTS - MSA AREA TOTALS MARKET BOULEVARD ASSESSMENTS - NON-MSA AREA TOTALS 280 APPENDICES APPENDIX A – OPINION OF PROBABLE COST 281 NOTE ITEM NO.ITEM DESCRIPTION UNIT TOTAL ESTIMATED QUANTITY UNIT COST TOTAL COST ESTIMATED QUANTITY COST ESTIMATED QUANTITY COST ESTIMATED QUANTITY COST ESTIMATED QUANTITY COST ESTIMATED QUANTITY COST ESTIMATED QUANTITY COST 2011.601 CONSTRUCTION SURVEYING LUMP SUM 1 75,000.00$75,000.00$1 75,000.00$ 2021.501 MOBILIZATION LUMP SUM 1 500,000.00$500,000.00$1 500,000.00$ 2101.502 CLEARING EACH 25 500.00$12,500.00$25 12,500.00$ 2101.502 GRUBBING EACH 25 250.00$6,250.00$25 6,250.00$ 2101.505 CLEARING ACRE 2 2,500.00$4,250.00$1.7 4,250.00$ 2101.505 GRUBBING ACRE 2 2,500.00$4,250.00$1.7 4,250.00$ 2104.502 REMOVE DRAINAGE STRUCTURE EACH 9 500.00$4,500.00$9 4,500.00$ 2104.503 SAWING BIT PAVEMENT (FULL DEPTH)LIN FT 3600 4.00$14,400.00$2600 10,400.00$1000 4,000.00$ 2104.503 REMOVE WATER MAIN LIN FT 450 20.00$9,000.00$450 9,000.00$ 2104.503 REMOVE SEWER PIPE (STORM)LIN FT 500 20.00$10,000.00$500 10,000.00$ 2104.503 REMOVE SEWER PIPE (SANITARY)LIN FT 120 20.00$2,400.00$120 2,400.00$ 2104.503 REMOVE CURB & GUTTER LIN FT 3800 5.00$19,000.00$3200 16,000.00$600 3,000.00$ 2104.504 REMOVE CONCRETE WALK SQ YD 1100 2.00$2,200.00$950 1,900.00$150 300.00$ 2104.504 REMOVE BITUMINOUS PAVEMENT SQ YD 4650 5.00$23,250.00$4200 21,000.00$450 2,250.00$ 2104.518 REMOVE BITUMINOUS WALK SQ FT 4500 1.00$4,500.00$4500 4,500.00$ 2106.507 EXCAVATION - COMMON CU YD 5000 15.00$75,000.00$5000 75,000.00$ 2106.507 EXCAVATION - CHANNEL AND POND CU YD 2200 15.00$33,000.00$2200 33,000.00$ 2106.507 SELECT GRANULAR EMBANKMENT (CV)CU YD 4100 20.00$82,000.00$3600 72,000.00$500 10,000.00$ 2106.507 COMMON EMBANKMENT (CV)CU YD 500 30.00$15,000.00$500 15,000.00$ 2106.507 PUMP HOUSE SHORING/EXCAVATION LUMP SUM 1 40,000.00$40,000.00$1 40,000.00$ 2106.601 DEWATERING LUMP SUM 1 10,000.00$10,000.00$1 10,000.00$ 2112.604 SUBGRADE PREPARATION SQ YD 18000 2.00$36,000.00$18000 36,000.00$ 2123.610 STREET SWEEPER (WITH PICKUP BROOM)HOUR 55 175.00$9,625.00$50 8,750.00$5 875.00$ 2211.507 AGGREGATE BASE (CV) CLASS 5 CU YD 2900 45.00$130,500.00$2600 117,000.00$300 13,500.00$ 2215.504 FULL DEPTH RECLAMATION SQ YD 10000 3.00$30,000.00$8500 25,500.00$1500 4,500.00$ 2360.509 TYPE SP 12.5 NON WEAR COURSE MIX (3;B)TON 2300 95.00$218,500.00$2000 190,000.00$300 28,500.00$ 2360.509 TYPE SP 12.5 NON WEAR COURSE MIX (3;C)TON 1850 95.00$175,750.00$1600 152,000.00$250 23,750.00$ 2360.509 TYPE SP 12.5 WEARING COURSE MIX (4;C)TON 1850 100.00$185,000.00$1600 160,000.00$250 25,000.00$ 2411.618 MODULAR BLOCK RETAINING WALL SQ FT 140 80.00$11,200.00$140 11,200.00$ 2501.502 12" RC PIPE APRON EACH 1 1,000.00$1,000.00$1 1,000.00$ 2501.601 IRON FILTER BASIN 1 LUMP SUM 1 60,000.00$60,000.00$1 60,000.00$ 2501.601 IRON FILTER BASIN 2 LUMP SUM 1 60,000.00$60,000.00$1 60,000.00$ 2503.503 12" RC PIPE SEWER DES 3006 CL V LIN FT 500 80.00$40,000.00$500 40,000.00$ 2503.503 15" RC PIPE SEWER DES 3006 CL V LIN FT 20 90.00$1,800.00$20 1,800.00$ 2503.503 18" RC PIPE SEWER DES 3006 CL V LIN FT 150 100.00$15,000.00$150 15,000.00$ 2503.602 CONNECT TO EXISTING SANITARY SEWER EACH 1 1,200.00$1,200.00$1 1,200.00$ 2503.603 8" STEEL CASING PIPE (JACKED)LIN FT 140 350.00$49,000.00$140 49,000.00$ 2503.603 10" PVC PIPE SEWER LIN FT 120 110.00$13,200.00$120 13,200.00$ 2503.603 16" STEEL CASING PIPE (JACKED)LIN FT 160 700.00$112,000.00$160 112,000.00$ 2503.603 4" HDPE PIPE SEWER-DIRECTIONAL DRILLED LIN FT 2280 75.00$171,000.00$2280 171,000.00$ 2503.603 15" HDPE PIPE SEWER LIN FT 55 140.00$7,700.00$55 7,700.00$ 2503.603 24" HDPE PIPE SEWER LIN FT 35 180.00$6,300.00$35 6,300.00$ 2504.601 TEMPORARY WATER SERVICE LUMP SUM 1 20,000.00$20,000.00$1 20,000.00$ 2504.601 SMART POND CONTROL SYSTEM LUMP SUM 1 150,000.00$150,000.00$1 150,000.00$ 2504.601 PUMP SYSTEM (REUSE) INC. CONTROLS LUMP SUM 1 150,000.00$150,000.00$1 150,000.00$ 2504.601 REUSE STORM MANHOLES EACH 3 8,500.00$25,500.00$3 25,500.00$ CITY OF CHANHASSEN ROADWAY / PMP STORM SEWER WATERMAIN STORM SEWER ROADWAY / PMP WATER REUSE SYSTEM (STORMWATER RESILIENCE) MARKET BOULEVARD MSA - SAP 194-123-002 (SOUTH OF 78TH AVENUE) MARKET BOULEVARD NON- MSA (NORTH OF 78TH AVENUE) SANITARY SEWER MARKET BOULEVARD IMPROVEMENTS - OPINION OF PROBABLE CONSTRUCTION COST (OPCC) - FEASIBILITY REPORT 282 NOTE ITEM NO.ITEM DESCRIPTION UNIT TOTAL ESTIMATED QUANTITY UNIT COST TOTAL COST ESTIMATED QUANTITY COST ESTIMATED QUANTITY COST ESTIMATED QUANTITY COST ESTIMATED QUANTITY COST ESTIMATED QUANTITY COST ESTIMATED QUANTITY COST CITY OF CHANHASSEN ROADWAY / PMP STORM SEWER WATERMAIN STORM SEWER ROADWAY / PMP WATER REUSE SYSTEM (STORMWATER RESILIENCE) MARKET BOULEVARD MSA - SAP 194-123-002 (SOUTH OF 78TH AVENUE) MARKET BOULEVARD NON- MSA (NORTH OF 78TH AVENUE) SANITARY SEWER MARKET BOULEVARD IMPROVEMENTS - OPINION OF PROBABLE CONSTRUCTION COST (OPCC) - FEASIBILITY REPORT 2504.602 CONNECT TO EXISTING WATER MAIN EACH 4 3,000.00$12,000.00$4 12,000.00$ 2504.602 HYDRANT EACH 2 12,000.00$24,000.00$2 24,000.00$ 2504.602 6" GATE VALVE & BOX EACH 1 3,500.00$3,500.00$1 3,500.00$ 2504.602 8" GATE VALVE & BOX EACH 1 5,500.00$5,500.00$1 5,500.00$ 2504.603 6" PVC WATERMAIN LIN FT 50 90.00$4,500.00$50 4,500.00$ 2504.603 10" PVC WATERMAIN LIN FT 550 110.00$60,500.00$550 60,500.00$ 2506.502 CONST DRAINAGE STRUCTURE DESIGN N EACH 6 6,500.00$39,000.00$6 39,000.00$ 2506.502 CONST DRAINAGE STRUCTURE DES 48-4020 EACH 6 8,000.00$48,000.00$6 48,000.00$ 2506.502 ADJUST FRAME & RING CASTING EACH 13 1,200.00$15,600.00$8 9,600.00$3 3,600.00$2 2,400.00$ 2506.601 TREATMENT BUILDING (REUSE)LUMP SUM 1 170,000.00$170,000.00$1 170,000.00$ 2506.601 REUSE TREATMENT UNITS (UV AND FILTRATION - REUSE)LUMP SUM 1 150,000.00$150,000.00$1 150,000.00$ 2506.602 CONNECT INTO EXISTING DRAINAGE STRUCTURE EACH 9 1,200.00$10,800.00$8 9,600.00$1 1,200.00$ 2506.602 CONNECT INTO EXISTING STORM SEWER EACH 4 1,200.00$4,800.00$4 4,800.00$ 2521.518 4" CONCRETE WALK SQ FT 1500 10.00$15,000.00$1500 15,000.00$ 2521.518 6" CONCRETE WALK SQ FT 1300 15.00$19,500.00$1300 19,500.00$ 2521.518 6" COLORED CONCRETE WALK SQ FT 16000 20.00$320,000.00$16000 320,000.00$ 2521.601 WELCOME SIGN ALLOWANCE LUMP SUM 1 60,000.00$60,000.00$1 60,000.00$ 2531.503 CONCRETE CURB & GUTTER DESIGN B612 LIN FT 1000 30.00$30,000.00$1000 30,000.00$ 2531.503 CONCRETE CURB & GUTTER DESIGN B618 LIN FT 3300 32.00$105,600.00$2600 83,200.00$700 22,400.00$ 2531.504 8" CONCRETE DRIVEWAY PAVEMENT SQ YD 1050 110.00$115,500.00$600 66,000.00$450 49,500.00$ 2531.618 TRUNCATED DOMES SQ FT 360 60.00$21,600.00$360 21,600.00$ 2545.601 INTERSECTION STREET LIGHTING SYSTEM ALLOWANCE LUMP SUM 1 100,000.00$100,000.00$1 100,000.00$ 2545.601 PEDESTRIAN STREET LIGHTING ALLOWANCE LUMP SUM 1 60,000.00$60,000.00$1 60,000.00$ 2563.601 TRAFFIC CONTROL LUMP SUM 1 50,000.00$50,000.00$1 50,000.00$ 2564.601 SIGNING ALLOWANCE LUMP SUM 1 50,000.00$50,000.00$1 50,000.00$ 2565.616 TRAFFIC CONTROL SIGNAL SYSTEM B SYSTEM 1 350,000.00$350,000.00$1 350,000.00$ 2565.616 REVISE SIGNAL SYSTEM A SYSTEM 1 50,000.00$50,000.00$1 50,000.00$ 2573.601 EROSION CONTROL ALLOWANCE LUMP SUM 1 50,000.00$50,000.00$1 50,000.00$ 2575.601 TURF ESTABLISHMENT ALLOWANCE LUMP SUM 1 200,000.00$200,000.00$1 200,000.00$ 2582.601 PAVEMENT MARKING ALLOWANCE LUMP SUM 1 50,000.00$50,000.00$1 50,000.00$ SQ FT 19460 15.00$$291,900 SQ FT 455 2.00$$910 $366,832 $110,860 $1,017,210 $60,653 $83,055 $60,744 $2,160 $25,920 $7,147 TOTAL CONSTRUCTION COST $5,786,610 $3,688,920 $3,074,100 $307,410 $4,822,175 $482,218 DESIGN CONTINGENCY (10%)$482,218 $307,410 $25,100 $21,600 $2,160 $183,300 $18,330 $219,960 $183,575 $18,358 $18,358 $220,290 $18,330 $1,108,600 $110,860 $1,330,320 $251,000 $25,100 $301,200 SUBTOTAL CONSTRUCTION COST CONSTRUCTION CONTINGENCY (10%) GRANT PROJECT TOTAL $7,675,080 RIGHT-OF-WAY TEMPORARY EASEMENT TOTAL PROJECT COST $7,382,253 SOFT COSTS (ENGINEERING, GEOTECHNICAL, ROW APPRAISAL, PERMITTING AND CONSTRUCTION MANAGEMENT)$1,595,643 283 APPENDIX B – GEOTECHNICAL REPORT 284 Geotechnical Evaluation Report Market Boulevard Reconstruction TH 5 to Chan View Chanhassen, Minnesota Prepared for Kimley-Horn and Associates, Inc. Professional Certification: I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. Kevin S. Zalec, PE Senior Engineer License Number: 47909 June 3, 2024 Project B2400691 Braun Intertec Corporation 285 AA/EOE Braun Intertec Corporation 11001 Hampshire Avenue S Minneapolis, MN 55438 Phone: 952.995.2000 Fax: 952.995.2020 Web: braunintertec.com June 3, 2024 Project B2400691 Michael Kirsch, PE Kimley-Horn and Associates 767 Eustis Street, Suite 100 St. Paul, MN 55114 Re: Geotechnical Evaluation Market Boulevard Reconstruction TH 5 to Chan View Chanhassen, Minnesota Dear Mr. Kirsch: We are pleased to present this Geotechnical Evaluation Report for the proposed reconstruction of Market Boulevard in Chanhassen, Minnesota. Thank you for making Braun Intertec your geotechnical consultant for this project. If you have questions about this report, or if there are other services that we can provide in support of our work to date, please contact Jesse Hill-Male at 763.248.0148 (jhill-male@braunintertec.com) or Kevin Zalec at 952.995.2223 (kzalec@braunintertec.com). Sincerely, BRAUN INTERTEC CORPORATION Jesse O. Hill-Male, EIT Staff Engineer Kevin S. Zalec, PE Senior Engineer 286 Table of Contents Description Page A. Introduction ...................................................................................................................................... 1 A.1. Project Description .............................................................................................................. 1 A.2. Site Conditions and History ................................................................................................. 2 A.3. Purpose ................................................................................................................................ 3 A.4. Background Information and Reference Documents .......................................................... 3 A.5. Scope of Services ................................................................................................................. 3 B. Results .............................................................................................................................................. 4 B.1. Geologic Overview .............................................................................................................. 4 B.2. Boring Results ...................................................................................................................... 4 B.3. Groundwater ....................................................................................................................... 5 B.4. Laboratory Test Results ....................................................................................................... 6 C. Recommendations ........................................................................................................................... 6 C.1. Design and Construction Discussion ................................................................................... 6 C.1.a. Reuse of Pavement Materials ................................................................................ 6 C.1.b. Reuse of On-Site Soils ............................................................................................. 7 C.1.c. Groundwater .......................................................................................................... 7 C.1.d. Construction Disturbance....................................................................................... 7 C.2. Site Grading and Subgrade Preparation .............................................................................. 8 C.2.a. Removals ................................................................................................................ 8 C.2.b. Pavement Subgrade Preparation ........................................................................... 8 C.2.c. Pavement Subgrade Proofroll ................................................................................ 9 C.2.d. Excavation Oversizing ............................................................................................. 9 C.2.e. Excavated Slopes .................................................................................................... 9 C.2.f. Engineered Fill Materials and Compaction ............................................................ 9 C.3. Pavements ......................................................................................................................... 10 C.3.a. Pavement Design Section ..................................................................................... 10 C.3.b. Bituminous Pavement Materials and Compaction .............................................. 11 C.3.c. Subgrade Drainage ............................................................................................... 11 C.3.d. Performance and Maintenance ........................................................................... 11 C.4. Utilities .............................................................................................................................. 12 C.4.a. Subgrade Stabilization .......................................................................................... 12 C.4.b. Corrosion Potential .............................................................................................. 12 C.4.c. Fill Materials and Compaction.............................................................................. 12 C.5. Stormwater........................................................................................................................ 12 D. Procedures...................................................................................................................................... 13 D.1. Penetration Test Borings ................................................................................................... 13 D.2. Exploration Logs ................................................................................................................ 13 D.2.a. Log of Boring Sheets ............................................................................................. 13 D.2.b. Geologic Origins ................................................................................................... 13 D.3. Material Classification and Testing ................................................................................... 14 D.3.a. Visual and Manual Classification .......................................................................... 14 D.3.b. Laboratory Testing ............................................................................................... 14 D.4. Groundwater Measurements ............................................................................................ 14 E. Qualifications .................................................................................................................................. 14 E.1. Variations in Subsurface Conditions .................................................................................. 14 287 Table of Contents (continued) Description Page E.1.a. Material Strata ..................................................................................................... 14 E.1.b. Groundwater Levels ............................................................................................. 15 E.2. Continuity of Professional Responsibility .......................................................................... 15 E.2.a. Plan Review .......................................................................................................... 15 E.2.b. Construction Observations and Testing ............................................................... 15 E.3. Use of Report..................................................................................................................... 15 E.4. Standard of Care ................................................................................................................ 15 Appendix Soil Boring Location Sketch Log of Boring Sheets ST-1 through ST-7 and P-1 through P-2 Descriptive Terminology of Soil 288 A. Introduction A.1. Project Description This Geotechnical Evaluation Report addresses the proposed design and reconstruction of approximately 2,000 feet of Market Boulevard between TH 5 and Chan View, and approximately 1,000 feet of West 78th Street (also known as CSAH 16) between Kerber Boulevard and Laredo Drive, in Chanhassen, Minnesota. The project will also include improvements to the multi-use trail along the alignment and installation of new storm sewer utilities and underground stormwater BMP features. The City of Chanhassen (City) is also considering the construction of a roundabout at the intersection of Market Boulevard and Market Street with a stormwater retention basin located southeast of the intersection of Market Boulevard and Market Street and a stormwater treatment basin located southeast of the intersection of West 79th Street and Market Boulevard. The figure below shows an illustration of the proposed site layout. Figure 1. Site Layout Figure provided by Kimley-Horn and Associates, Inc. 289 Kimley-Horn and Associates, Inc. Project B2400691 June 3, 2024 Page 2 Table 1. Site Aspects and Grading Description Aspect Description Source Pavement type(s) Bituminous Assumed based on existing roadway Pavement loads 1,443,000 ESALs* Estimated from MnDOT Traffic Data and using the MnDOT State Aid ESAL Forecast Calculator Grade changes Streets and Multi-Use Trail ≤ 1 foot Assumed based on proposed work Utilities Invert elevations up to 10 feet below grade Assumed *Equivalent 18,000-lb single axle loads based on 20-year design. We have described our understanding of the proposed construction and site to the extent others reported it to us. Depending on the extent of available information, we may have made assumptions based on our experience with similar projects. If we have not correctly recorded or interpreted the project details, the project team should notify us. New or changed information could require additional evaluation, analyses and/or recommendations. A.2. Site Conditions and History Currently, the project alignments comprise Market Boulevard and West 78th Street, extending south to TH 5, north to Chan View, west to Kerber Boulevard, and east to Laredo Drive. Market Boulevard has a pond just northwest of the intersection with TH 5 and has a railroad crossing located just south of Market Street and north of West 79th Street. The site also provides access to various commercial properties throughout the alignment. Additionally, West 79th Street connects Great Plains Boulevard to Market Boulevard, south of the railroad crossing and north of TH 5. Current grades range from about 956 feet at the intersection of Market Boulevard and TH 5 to 989 feet at the intersection of Market Boulevard and Chan View. Current grades also range from about 974 feet at the intersection of West 78th Street and Kerber Boulevard to 977 feet at the intersection of West 78th Street and Laredo Drive. Generally, the site is downward sloping, from north to south and slightly downward sloping from west to east. Historically, Market Boulevard was constructed between 1984 and 1991, based on historical aerial images. The site seems to have previously been a farm field, prior to the construction of the commercial properties east of Market Boulevard, north of West 79th Street, and south of West 78th Street. The commercial property in which Cub Foods currently resides in, west and adjacent to Market Boulevard, was constructed in between 1991 and 2002. 290 Kimley-Horn and Associates, Inc. Project B2400691 June 3, 2024 Page 3 A.3. Purpose The purpose of our geotechnical evaluation is to characterize subsurface geologic conditions at selected exploration locations, evaluate their impact on the project, and provide geotechnical recommendations for the improvements associated with the reconstruction project. A.4. Background Information and Reference Documents We reviewed the following information: ▪ Plate 3, Surficial Geology, from the Carver County Geologic Atlas prepared by the Minnesota Geological Survey, dated 2009. The map was used to aid in determination of the depositional origin of near surface soils. ▪ Historical aerial photographs of the project site from 1991 to 2002 from Google Earth to help evaluate past site conditions. ▪ Communications with Kimley-Horn and Associates, Inc., regarding planned roadway, storm sewer, and multi-use trail improvements. ▪ Proposed Roadway Layout prepared by City of Chanhassen and Kimley-Horn and Associates, Inc., dated January 2024. A.5. Scope of Services We performed our scope of services for the project in accordance with our Proposal QTB170603 and to Kimley-Horn and Associates, Inc., dated December 22, 2022, and authorized on January 30, 2024 via Individual Project Order Number 160511051. The following list describes the geotechnical tasks completed in accordance with our authorized scope of services. ▪ Reviewing the background information and reference documents previously cited. ▪ Staking and clearing the exploration location of underground utilities. We acquired the surface elevations and locations with GPS technology using the State of Minnesota’s permanent GPS base station network. The Soil Boring Location Sketch included in the Appendix shows the approximate locations of the borings. 291 Kimley-Horn and Associates, Inc. Project B2400691 June 3, 2024 Page 4 ▪ Performing nine standard penetration test (SPT) borings, denoted as P-1 to P-2 and ST-1 to ST-7, to depths of 11 to 14 1/2 feet below grade across the site. ▪ Performing laboratory testing on select samples to aid in soil classification and engineering analysis. ▪ Preparing this report containing a boring location sketch, logs of soil borings, a summary of the soils encountered, results of laboratory tests, and recommendations for pavement subgrade preparation and the design of exterior slabs, utilities, stormwater improvements and pavements. Our scope of services did not include environmental services or testing and our geotechnical personnel performing this evaluation are not trained to provide environmental services or testing. We can provide environmental services or testing at your request. B. Results B.1. Geologic Overview As part of our assessment, we reviewed the Surficial Geology from the Carver County Geologic Atlas prepared by the Minnesota Geological Survey. The surficial geology at the site predominantly consists of loam or clay loam glacial till. Glacially deposited soils generally contain variable amounts of cobbles and boulders. We based the geologic origins used in this report on the soil types, laboratory testing, and available common knowledge of the geological history of the site. Because of the complex depositional history, geologic origins can be difficult to ascertain. We did not perform a detailed investigation of the geologic history for the site. B.2. Boring Results Table 2 provides a summary of the soil boring results, in the general order we encountered the strata. Please refer to the Log of Boring sheets in the Appendix for additional details. 292 Kimley-Horn and Associates, Inc. Project B2400691 June 3, 2024 Page 5 We did not perform gradation analysis on the apparent aggregate base material encountered as part of the pavement section, in accordance with our scope of work. Therefore, we cannot conclusively determine if the encountered material satisfies a particular specification. For simplicity in this report, we define fill to mean existing, uncontrolled or undocumented fill. Table 2. Subsurface Profile Summary* Strata Soil Type - ASTM Classification Range of N-Values Commentary and Details Pavement section --- --- ▪ Overall thickness ranges from about 14 to 22 1/2 inches. ▪ Bituminous thickness was about 5 to 7 inches. ▪ Apparent aggregate base thickness was about 7 to 17 inches. Topsoil fill SC --- ▪ Encountered at the surface of Boring P-1. ▪ Thickness was about 1/2 foot. ▪ Moisture condition generally moist. Fill SP-SM, SM, SC, CL 4 to 18 ▪ Encountered below the pavement or topsoil layer within each boring except for Boring P-2. ▪ Thicknesses at boring locations varied from 1/2 foot to 4 feet. ▪ Portions of the fill within Boring ST-3 included wood fragments, and Boring ST-5 was slightly organic from depths of about 4 1/2 to 7 feet below existing grade. ▪ Pieces of bituminous were noted within the fill in Borings ST-4 and ST-5. ▪ Moisture condition generally moist. Glacial Till SM, SC, CL 5 to 15 ▪ Generally consist of CL and SC, with SM encountered in Borings P-1 and ST-4. ▪ Potential to contain cobbles or boulders. ▪ Encountered below the fill within each boring except for Boring ST-3. ▪ Moisture condition generally moist. *Abbreviations defined in the attached Descriptive Terminology sheets. B.3. Groundwater We did not observe groundwater while performing our borings. Groundwater may take days or longer to reach equilibrium in the boreholes and we immediately backfilled the boreholes, in accordance with our scope of work. If the project team identifies a need for more accurate determination of groundwater depth, we can install piezometers. Project planning should anticipate seasonal and annual fluctuations of groundwater. 293 Kimley-Horn and Associates, Inc. Project B2400691 June 3, 2024 Page 6 B.4. Laboratory Test Results The boring logs in the Appendix show the results of our laboratory testing we performed, next to the tested sample depth. Tests were performed in general conformance with ASTM Standards. A summary of the tests performed along with their results are listed below in Table 3. Table 3. Laboratory Test Results Location Sample Depth (ft) Moisture Content (%) Percent Passing a #200 Sieve (%) Organic Content (%) P-1 10 27 47 --- P-2 7 1/2 18 37 --- ST-2 5 20 57 --- ST-3 2 1/2 15 48 --- ST-5 5 23 --- 5 ST-7 2 1/2 21 56 --- C. Recommendations C.1. Design and Construction Discussion The recommendations provided herein are based on the information provided to us at the time of this report. Limited information was available at the time of this report, so we have made several assumptions that we note throughout the report. As the project progresses through final design, or elements of the project are adjusted, we should revisit our recommendations. References to the MnDOT Specification in this report are to MnDOT’s Standard Specification for Construction, 2020 Edition. C.1.a. Reuse of Pavement Materials From a geotechnical perspective, reclamation of the existing pavement materials (bituminous and aggregate base) for reuse as recycled aggregate base or as a component to new pavements are acceptable, assuming the products meet the applicable project specifications, and these practices are acceptable to the design team. 294 Kimley-Horn and Associates, Inc. Project B2400691 June 3, 2024 Page 7 If the existing bituminous pavements are milled, it has been our experience that the gradation of the resulting material is not conducive for use as a MnDOT aggregate base without additional processing. Millings tend to have particle sizes in excess of 2 to 3 inches and generally do not have a well-graded particle size distribution. Prior to reuse, the project should implement thorough quality control practices, including frequent sieve analyses, asphalt contents and other tests, to achieve desirable characteristics for any reclaimed material processed on site. C.1.b. Reuse of On-Site Soils Much of the existing fill and native soils encountered in the borings appear suitable for reuse as engineered fill, although some moisture conditioning (i.e. drying) and removal of unsuitable materials may be required. Soils with organic contents of greater than or equal to 5 percent by weight should not be reused as pavement subgrade fill anywhere on the project. However, some of the slightly organic soils (organic contents ranging from 2 to 5 percent) may need to be subcut if encountered within the upper 3 feet of pavement subgrades. Organic soils can be stockpiled for use as a component in topsoil dressing, side slopes or in other areas where loads are not supported. Any materials to be reused as engineered fill should be tested and approved by the engineer prior to reuse. C.1.c. Groundwater We did not observe groundwater while advancing our borings. Therefore, we anticipate groundwater to be likely present below the anticipated excavation depths for construction. If groundwater or perched groundwater is encountered, it should be removed from the excavations to facilitate proper fill placement and compaction of backfill. Sumps and pumps would likely be suitable for short-term groundwater control in shallow excavations or trenches near or slightly below groundwater levels or within excavations terminating in clayey soils. C.1.d. Construction Disturbance The contractor should note that the on-site silty and clayey soils are highly susceptible to disturbance, due to repeated vehicle traffic. Disturbances of these soils may cause areas that were previously prepared, or that were suitable for pavement or structure support, to become unstable and require moisture conditioning and compaction. Subcutting and replacing the disturbed material with crushed, coarse gravel, free of fines is also an alternative. The contractor should use means and methods to limit disturbance to these types of soils. 295 Kimley-Horn and Associates, Inc. Project B2400691 June 3, 2024 Page 8 C.2. Site Grading and Subgrade Preparation C.2.a. Removals We recommend removing unsuitable soils consisting of topsoil, vegetation, existing structures, pavements, and aggregate base from the pavement reconstruction and its associated oversize areas. We also recommend any silts or clays be removed within 3 feet of top of subgrade elevation, if encountered. Based on the borings, we do not anticipate the removal depths exceeding the pavement sections listed in Table 5 and Table 6 in Section C.3.a. C.2.b. Pavement Subgrade Preparation We recommend the following steps for pavement subgrade preparation, understanding the site will have a grade change of 1 foot or less. Note that project planning may need to require additional subcuts to limit frost heave. 1. Once removals have been performed and the proposed roadway sections are corrected as recommended in Section C.2.a, have a geotechnical representative observe the excavated subgrade to evaluate if additional subgrade improvements are necessary. 2. Slope subgrade soils to areas of sand or drain tile to allow the removal of accumulating water. 3. Scarify, moisture condition and surface compact the top foot of the subgrade to at least 100 percent of the material’s Standard Proctor density. 4. Place pavement engineered fill to grade and compact in accordance with Section C.2.e to bottom of pavement and exterior slab section. See Section C.3 for additional considerations related to frost heave. If slightly organic material is encountered as in Boring ST-3, we recommend subcutting 2 feet and replacing with subbase fill as defined in Section C.2.e. 5. Proofroll the pavement or exterior slab subgrades as described in Section C.2.b. Section C.4.a provides a recommended pavement design section. Note, we recommend sloping subgrade soils to promote drainage and removal of accumulated water. 296 Kimley-Horn and Associates, Inc. Project B2400691 June 3, 2024 Page 9 C.2.c. Pavement Subgrade Proofroll After preparing the subgrade as described above and prior to the placement of the aggregate base, we recommend proofrolling the subgrade soils with a fully loaded tandem-axle truck. We also recommend having a geotechnical representative observe the proofroll. Areas that fail the proofroll likely indicate soft or weak areas that will require additional soil correction work to support pavements. The contractor should correct areas that display excessive yielding or rutting during the proofroll, as determined by the geotechnical representative. Possible options for subgrade correction include moisture conditioning and recompaction, subcutting and replacement with soil or crushed aggregate, and/or geotextiles. We recommend performing a second proofroll after the aggregate base material is in place, and prior to placing bituminous or concrete pavement. C.2.d. Excavation Oversizing When removing unsuitable materials pavements, we recommend the excavation extend outward and downward at a slope of 1H:1V (horizontal:vertical) or flatter. C.2.e. Excavated Slopes Based on the borings, we anticipate on-site soils in excavations will consist of a mixture of sandy and clayey fill over native clayey soils. The previously disturbed fill soils are considered Type C Soil under OSHA (Occupational Safety and Health Administration) guidelines. OSHA guidelines indicate unsupported excavations in Type C soils should have a gradient no steeper than 1.5H:1V. Slopes constructed in this manner may still exhibit surface sloughing. OSHA requires an engineer to evaluate slopes or excavations over 20 feet in depth. An OSHA-approved qualified person should review the soil classification in the field. Excavations must comply with the requirements of OSHA 29 CFR, Part 1926, Subpart P, “Excavations and Trenches.” This document states excavation safety is the responsibility of the contractor. The project specifications should reference these OSHA requirements. C.2.f. Engineered Fill Materials and Compaction Table 4 below contains our recommendations for engineered fill materials. Table 4. Engineered Fill Materials Material Material Specification Compaction Specification Pavement Subbase Select Granular Material (MnDOT 3149.2.B) MnDOT Specification 2106.3.G.1 ≤ 3 feet Below Grading Grade of Road Core Common Embankment (MnDOT 2106.2.B.1) 297 Kimley-Horn and Associates, Inc. Project B2400691 June 3, 2024 Page 10 Material Material Specification Compaction Specification > 3 feet Below Grading Grade of Road Core Common Embankment (MnDOT 2106.2.B.1) Utility bedding (stable conditions) Select Granular Backfill (MnDOT 3149.2.D.3) Utility bedding (wet or unstable conditions) Coarse Aggregate Bedding (3149.G.2) Below landscaped surfaces, where subsidence is not a concern Non-Structural Embankment (MnDOT 2106.2.B.8) MnDOT Specification 2106.3.G.2 The project documents should not allow the contractor to use frozen material as engineered fill or to place engineered fill on frozen material. Frost should not penetrate under foundations during construction. We recommend performing density tests in engineered fill to evaluate if the contractors are effectively compacting the soil and meeting project requirements. C.3. Pavements C.3.a. Pavement Design Section Our scope of services for this project did not include laboratory tests on subgrade soils to determine an R-value for pavement design. Based on our experience with similar clayey soils anticipated at the pavement subgrade elevation, we recommend pavement design assume an R-value of 12. Note the contractor may need to perform limited removal of unsuitable or less suitable soils to achieve this value. Tables 5 and 6 provides the recommended pavement sections, based on the City’s Standard Plate 5201 for typical commercial/industrial street sections and Plate 5216 for bituminous trails. Table 5. Recommended Bituminous Pavement Sections Layer Thickness (inches) Material Specification HMA Wear (1 lift) 2 SPWEB440C MnDOT 2360 HMA Non-Wear (1 lift) 2 SPNWB330C HMA Non-wear (1 lift) 2 1/2 SPNWB330B Aggregate base 12 Class 5 MnDOT 3138 Subbase 24 Select Granular Material MnDOT 3149.2.B Approved subgrade --- --- --- 298 Kimley-Horn and Associates, Inc. Project B2400691 June 3, 2024 Page 11 Table 6. Recommended Bituminous Pavement Sections - Multi-use Trail Layer Thickness (inches) Material Specification HMA Wear (1 lift) 3 SPWEA340B MnDOT 2360 Aggregate base 6 Class 5 MnDOT 3138 Approved subgrade --- --- --- C.3.b. Bituminous Pavement Materials and Compaction We recommend that the bituminous wear and non-wear courses meet the requirements of Specifications 2360. We recommend compacting the aggregate base to meet the requirements of MnDOT Specification 2211.3.D.2.c (Penetration Index Method for the dynamic cone penetrometer [DCP]). We recommend compacting bituminous pavements to at least 92 percent of their maximum theoretical (Rice) density. C.3.c. Subgrade Drainage The City standard pavement designs incorporates a sand subbase. The sand subbase will increase constructability over subgrade soils susceptible to disturbance and, with proper drainage will improve pavement performance by providing a more uniform subgrade and by reducing the risk of frost heave. We recommend installing pavement edge drains consisting of perforated drainpipes below the sand subbase and tied to the local storm sewer system. Note, we recommend sloping subgrade soils to promote drainage and removal of accumulated water. C.3.d. Performance and Maintenance We based the above pavement designs for hot mix asphalt (HMA) on a 20-year performance life. This is the amount of time before we anticipate the pavement will require major rehabilitation. This performance life assumes maintenance, such as seal coating and crack sealing, is routinely performed. The actual pavement life will vary depending on variations in weather, traffic conditions and maintenance. Many conditions affect the overall performance of the exterior slabs and pavements. Some of these conditions include the environment, loading conditions and the level of ongoing maintenance. With regard to bituminous pavements in particular, it is common to have thermal cracking develop within the first few years of placement and continue throughout the life of the pavement. We recommend developing a regular maintenance plan for filling cracks in exterior slabs and pavements to lessen the potential impacts for cold weather distress due to frost heave or warm weather distress due to wetting and softening of the subgrade. 299 Kimley-Horn and Associates, Inc. Project B2400691 June 3, 2024 Page 12 C.4. Utilities C.4.a. Subgrade Stabilization We anticipate the soils at typical invert elevations will be suitable for utility support. However, if construction encounters unfavorable conditions such as slightly organic fill as noted in Boring ST-5, soft or loose soils or perched water at invert grades, the unsuitable soils may require some additional subcutting of up to 2 feet and replacement with sand or crushed rock to prepare a proper subgrade for pipe support. If crushed rock is used as pipe bedding, we recommend wrapping the aggregate in geotextile fabric to prevent the migration of fine-grained materials into the voids of the aggregate. C.4.b. Corrosion Potential Based on our experience, the soils encountered by the borings are moderately corrosive to metallic conduits, but only marginally corrosive to concrete. We recommend specifying non-corrosive materials or providing corrosion protection, unless project planning chooses to perform additional tests to demonstrate the soils are not corrosive. C.4.c. Fill Materials and Compaction Please reference Table 4 above for recommended fill materials and compaction requirements depending on the structure placed above the fill. C.5. Stormwater We estimated infiltration rates for some of the soils we encountered in our soil borings, as listed in Table 7. These infiltration rates represent the long-term infiltration capacity of a practice and not the capacity of the soils in their natural state. Field testing, such as with a double-ring infiltrometer (ASTM D3385), may justify the use of higher infiltration rates. However, we recommend adjusting field test rates by the appropriate correction factor, as provided for in the Minnesota Stormwater Manual or as allowed by the local watershed. We recommend consulting the Minnesota Stormwater Manual for stormwater design. Table 7. Estimated Design Infiltration Rates Based on Soil Classification Soil Type Infiltration Rate * (inches/hour) Silty fine sands (SM) 0.2 Clayey sands and clays (SC, CL) 0.06 *From Minnesota Stormwater Manual. Rates may differ at individual sites. 300 Kimley-Horn and Associates, Inc. Project B2400691 June 3, 2024 Page 13 Fine-grained soils (silts and clays), topsoil or organic matter that mixes into or washes onto the soil will lower the permeability. The contractor should maintain and protect infiltration areas during construction. Furthermore, organic matter and silt washed into the system after construction can fill the soil pores and reduce permeability over time. Proper maintenance is important for long-term performance of infiltration systems. This geotechnical evaluation does not constitute a review of site suitability for stormwater infiltration or evaluate the potential impacts, if any, from infiltration of large amounts of stormwater. D. Procedures D.1. Penetration Test Borings We drilled the penetration test borings with a truck-mounted core and auger drill equipped with hollow- stem auger. We performed the borings in general accordance with ASTM D6151 taking penetration test samples at 2 1/2-foot intervals in general accordance with ASTM D1586. The boring logs show the actual sample intervals and corresponding depths. D.2. Exploration Logs D.2.a. Log of Boring Sheets The Appendix includes Log of Boring sheets for our penetration test borings. The logs identify and describe the penetrated geologic materials and present the results of penetration resistance and other tests performed. The logs also present the results of laboratory tests performed on penetration test samples and groundwater measurements. We inferred strata boundaries from changes in the penetration test samples and the auger cuttings. Because we did not perform continuous sampling, the strata boundary depths are only approximate. The boundary depths likely vary away from the boring locations, and the boundaries themselves may occur as gradual rather than abrupt transitions. D.2.b. Geologic Origins We assigned geologic origins to the materials shown on the logs and referenced within this report, based on: (1) a review of the background information and reference documents cited above, (2) visual classification of the various geologic material samples retrieved during the course of our subsurface exploration, (3) penetration resistance testing performed for the project, (4) laboratory test results, and 301 Kimley-Horn and Associates, Inc. Project B2400691 June 3, 2024 Page 14 (5) available common knowledge of the geologic processes and environments that have impacted the site and surrounding area in the past. D.3. Material Classification and Testing D.3.a. Visual and Manual Classification We visually and manually classified the geologic materials encountered based on ASTM D2488. When we performed laboratory classification tests, we used the results to classify the geologic materials in accordance with ASTM D2487. The Appendix includes a chart explaining the classification system we used. D.3.b. Laboratory Testing The exploration logs in the Appendix note most of the results of the laboratory tests performed on geologic material samples. We performed the tests in general accordance with ASTM procedures. D.4. Groundwater Measurements The drillers checked for groundwater while advancing the penetration test borings, and again after auger withdrawal. We then filled the boreholes or allowed them to remain open for an extended period of observation, as noted on the boring logs. E. Qualifications E.1. Variations in Subsurface Conditions E.1.a. Material Strata We developed our evaluation, analyses and recommendations from a limited amount of site and subsurface information. It is not standard engineering practice to retrieve material samples from exploration locations continuously with depth. Therefore, we must infer strata boundaries and thicknesses to some extent. Strata boundaries may also be gradual transitions, and project planning should expect the strata to vary in depth, elevation and thickness, away from the exploration locations. Variations in subsurface conditions present between exploration locations may not be revealed until performing additional exploration work, or starting construction. If future activity for this project reveals any such variations, you should notify us so that we may reevaluate our recommendations. Such variations could increase construction costs, and we recommend including a contingency to accommodate them. 302 Kimley-Horn and Associates, Inc. Project B2400691 June 3, 2024 Page 15 E.1.b. Groundwater Levels We made groundwater measurements under the conditions reported herein and shown on the exploration logs, and interpreted in the text of this report. Note that the observation periods were relatively short, and project planning can expect groundwater levels to fluctuate in response to rainfall, flooding, irrigation, seasonal freezing and thawing, surface drainage modifications and other seasonal and annual factors. E.2. Continuity of Professional Responsibility E.2.a. Plan Review We based this report on a limited amount of information, and we made a number of assumptions to help us develop our recommendations. We should be retained to review the geotechnical aspects of the designs and specifications. This review will allow us to evaluate whether we anticipated the design correctly, if any design changes affect the validity of our recommendations, and if the design and specifications correctly interpret and implement our recommendations. E.2.b. Construction Observations and Testing We recommend retaining us to perform the required observations and testing during construction as part of the ongoing geotechnical evaluation. This will allow us to correlate the subsurface conditions exposed during construction with those encountered by the borings and provide professional continuity from the design phase to the construction phase. If we do not perform observations and testing during construction, it becomes the responsibility of others to validate the assumption made during the preparation of this report and to accept the construction-related geotechnical engineer-of-record responsibilities. E.3. Use of Report This report is for the exclusive use of the addressed parties. Without written approval, we assume no responsibility to other parties regarding this report. Our evaluation, analyses and recommendations may not be appropriate for other parties or projects. E.4. Standard of Care In performing its services, Braun Intertec used that degree of care and skill ordinarily exercised under similar circumstances by reputable members of its profession currently practicing in the same locality. No warranty, express or implied, is made. 303 Appendix 304 S S S S S S S S S S SSS S S S ST-1 ST-3 ST-2 ST-4 ST-5 ST-6 ST-7 COUNTY ROAD 16 CHAN VIEW LAREDO DRIVEKERBER BOULEVARDSTATE HIGHWAY 5 W. 79TH STREET MARKET STRE E T MARKET BOULEVARDP-2 P-1 F:\2024\B2400691\CAD\B2400691.dwg,Geotech,4/13/2024 12:32:55 PMbraunintertec.com 952.995.2000 Minneapolis, MN 55438 11001 Hampshire Avenue S Project No: B2400691 Drawn By: Date Drawn: Checked By: Last Modified: 4/13/24 Drawing No: Project Information Drawing Information B2400691 JAG 2/6/24 CR Market Boulevard Reconstruction From TH 5 to Chan View Chanhassen, Minnesota Soil Boring Location SketchN DENOTES APPROXIMATE LOCATION OF ROADWAY BORINGS 0 SCALE:1"=250' 250'125' DENOTES APPROXIMATE LOCATION OF STORMWATER BORINGS 305 Elev./ Depth ft 952.7 1.2 949.4 4.5 944.9 9.0 942.9 11.0 WaterLevelDescription of Materials (Soil-ASTM D2488 or 2487; Rock-USACE EM 1110-1-2908) PAVEMENT, 7 inches of bituminous over 7 inches of apparent aggregate base FILL: POORLY GRADED SAND with SILT (SP- SM), fine to medium-grained, trace Gravel, brown, moist SANDY LEAN CLAY (CL), trace Gravel, brown to gray, moist, stiff (GLACIAL TILL) CLAYEY SAND (SC), trace Gravel, gray, moist, medium (GLACIAL TILL) END OF BORING Boring then backfilled with auger cuttings 5 10 15 20 25 30 SampleBlows (N-Value) Recovery 6-10-8 (18) 14" 5-6-7 (13) 16" 4-6-7 (13) 14" 2-3-4 (7) 14" qₚ tsf MC % 18 Tests or Remarks Water not observed while drilling. LOG OF BORING See Descriptive Terminology sheet for explanation of abbreviations Project Number B2400691 Geotechnical Evaluation City of Chanhassen -Market Boulevard Reconstruction From TH 5 to Chan View Chanhassen, Minnesota BORING:ST-1 LOCATION: Captured with RTK GPS. DATUM:NAD 1983 HARN Adj MN Hennepin (US Feet) NORTHING:179945.9 EASTING:559749.7 DRILLER:C. McClain LOGGED BY:C. Reber START DATE:02/13/24 END DATE:02/13/24 SURFACE ELEVATION:953.9 ft RIG:7514 METHOD:3 1/4" HSA SURFACING:Bituminous WEATHER:Overcast B2400691 Braun Intertec Corporation Print Date:04/15/2024 ST-1 page 1 of 1 306 Elev./ Depth ft 953.7 1.5 953.2 2.0 944.2 11.0 WaterLevelDescription of Materials (Soil-ASTM D2488 or 2487; Rock-USACE EM 1110-1-2908) PAVEMENT, 5 1/2 inches of bituminous over 13 inches of apparent aggregate base FILL: SILTY SAND (SM), fine to medium- grained, trace Gravel, brown, moist SANDY LEAN CLAY (CL), trace Gravel, gray to brown, moist, medium to stiff (GLACIAL TILL) END OF BORING Boring then backfilled with auger cuttings 5 10 15 20 25 30 SampleBlows (N-Value) Recovery 2-5-7 (12) 10" 4-6-9 (15) 12" 3-3-4 (7) 14" 2-3-4 (7) 16" qₚ tsf MC % 20 21 Tests or Remarks P200=57% Water not observed while drilling. LOG OF BORING See Descriptive Terminology sheet for explanation of abbreviations Project Number B2400691 Geotechnical Evaluation City of Chanhassen -Market Boulevard Reconstruction From TH 5 to Chan View Chanhassen, Minnesota BORING:ST-2 LOCATION: Captured with RTK GPS. DATUM:NAD 1983 HARN Adj MN Hennepin (US Feet) NORTHING:180201.8 EASTING:559498.8 DRILLER:C. McClain LOGGED BY:C. Reber START DATE:02/13/24 END DATE:02/13/24 SURFACE ELEVATION:955.2 ft RIG:7514 METHOD:3 1/4" HSA SURFACING:Bituminous WEATHER:Overcast B2400691 Braun Intertec Corporation Print Date:04/15/2024 ST-2 page 1 of 1 307 Elev./ Depth ft 957.7 1.6 948.3 11.0 WaterLevelDescription of Materials (Soil-ASTM D2488 or 2487; Rock-USACE EM 1110-1-2908) PAVEMENT, 5 inches of bituminous over 14 inches of apparent aggregate base FILL: CLAYEY SAND (SC), trace Gravel, dark brown to gray, moist Trace wood fragments at 7 1/2 feet END OF BORING Boring then grouted 5 10 15 20 25 30 SampleBlows (N-Value) Recovery 2-6-9 (15) 10" 5-4-6 (10) 10" 3-3-3 (6) 10" 2-2-2 (4) 12" qₚ tsf MC % 15 Tests or Remarks P200=48% Water not observed while drilling. LOG OF BORING See Descriptive Terminology sheet for explanation of abbreviations Project Number B2400691 Geotechnical Evaluation City of Chanhassen -Market Boulevard Reconstruction From TH 5 to Chan View Chanhassen, Minnesota BORING:ST-3 LOCATION: Captured with RTK GPS. DATUM:NAD 1983 HARN Adj MN Hennepin (US Feet) NORTHING:180596.7 EASTING:559310.9 DRILLER:C. McClain LOGGED BY:C. Reber START DATE:02/13/24 END DATE:02/13/24 SURFACE ELEVATION:959.3 ft RIG:7514 METHOD:3 1/4" HSA SURFACING:Bituminous WEATHER:Overcast B2400691 Braun Intertec Corporation Print Date:04/15/2024 ST-3 page 1 of 1 308 Elev./ Depth ft 960.0 1.5 954.5 7.0 952.5 9.0 950.5 11.0 WaterLevelDescription of Materials (Soil-ASTM D2488 or 2487; Rock-USACE EM 1110-1-2908) PAVEMENT, 6 inches of bituminous over 12 inches of apparent aggregate base FILL: CLAYEY SAND (SC), little Gravel, contains lenses of Sand, brown, moist Layers of bituminous at 5 feet SILTY SAND (SM), trace Gravel, brown, moist, loose (GLACIAL TILL) CLAYEY SAND (SC), brown, moist, stiff (GLACIAL TILL) END OF BORING Boring then backfilled with auger cuttings 5 10 15 20 25 30 SampleBlows (N-Value) Recovery 2-5-7 (12) 14" 3-4-4 (8) 14" 3-3-4 (7) 12" 3-5-8 (13) 16" qₚ tsf MC %Tests or Remarks Water not observed while drilling. LOG OF BORING See Descriptive Terminology sheet for explanation of abbreviations Project Number B2400691 Geotechnical Evaluation City of Chanhassen -Market Boulevard Reconstruction From TH 5 to Chan View Chanhassen, Minnesota BORING:ST-4 LOCATION: Captured with RTK GPS. DATUM:NAD 1983 HARN Adj MN Hennepin (US Feet) NORTHING:180748.9 EASTING:559260.6 DRILLER:C. McClain LOGGED BY:C. Reber START DATE:02/13/24 END DATE:02/13/24 SURFACE ELEVATION:961.5 ft RIG:7514 METHOD:3 1/4" HSA SURFACING:Bituminous WEATHER:Overcast B2400691 Braun Intertec Corporation Print Date:04/15/2024 ST-4 page 1 of 1 309 Elev./ Depth ft 964.1 1.8 961.4 4.5 958.9 7.0 954.9 11.0 WaterLevelDescription of Materials (Soil-ASTM D2488 or 2487; Rock-USACE EM 1110-1-2908) PAVEMENT, 5 1/2 inches of bituminous over 17 inches of apparent aggregate base FILL: SANDY LEAN CLAY (CL), trace Gravel, with bituminous, brown, moist FILL: SANDY LEAN CLAY (CL), trace Gravel, slightly organic, black, moist LEAN CLAY (CL), gray, moist, medium to stiff (GLACIAL TILL) Little Gravel at 10 feet END OF BORING Boring then grouted 5 10 15 20 25 30 SampleBlows (N-Value) Recovery 2-8-7 (15) 14" 9-5-6 (11) 16" 4-5-7 (12) 18" 3-4-4 (8) 18" qₚ tsf MC % 23 Tests or Remarks OC=5% Water not observed while drilling. LOG OF BORING See Descriptive Terminology sheet for explanation of abbreviations Project Number B2400691 Geotechnical Evaluation City of Chanhassen -Market Boulevard Reconstruction From TH 5 to Chan View Chanhassen, Minnesota BORING:ST-5 LOCATION: Captured with RTK GPS. DATUM:NAD 1983 HARN Adj MN Hennepin (US Feet) NORTHING:180921.2 EASTING:559299.8 DRILLER:C. McClain LOGGED BY:C. Reber START DATE:02/13/24 END DATE:02/13/24 SURFACE ELEVATION:965.9 ft RIG:7514 METHOD:3 1/4" HSA SURFACING:Bituminous WEATHER:Overcast B2400691 Braun Intertec Corporation Print Date:04/15/2024 ST-5 page 1 of 1 310 Elev./ Depth ft 978.8 1.3 977.1 3.0 969.1 11.0 WaterLevelDescription of Materials (Soil-ASTM D2488 or 2487; Rock-USACE EM 1110-1-2908) PAVEMENT, 6 1/2 inches of bituminous over 9 inches of apparent aggregate base FILL: CLAYEY SAND (SC), trace Gravel, dark brown, moist LEAN CLAY (CL), trace Gravel, brown to gray, moist, medium to stiff (GLACIAL TILL) END OF BORING Boring then backfilled with auger cuttings 5 10 15 20 25 30 SampleBlows (N-Value) Recovery 1-3-5 (8) 12" 3-4-5 (9) 16" 3-5-5 (10) 16" 2-2-4 (6) 12" qₚ tsf MC % 26 Tests or Remarks Water not observed while drilling. LOG OF BORING See Descriptive Terminology sheet for explanation of abbreviations Project Number B2400691 Geotechnical Evaluation City of Chanhassen -Market Boulevard Reconstruction From TH 5 to Chan View Chanhassen, Minnesota BORING:ST-6 LOCATION: Captured with RTK GPS. DATUM:NAD 1983 HARN Adj MN Hennepin (US Feet) NORTHING:181421.1 EASTING:559299.7 DRILLER:C. McClain LOGGED BY:C. Reber START DATE:02/13/24 END DATE:02/13/24 SURFACE ELEVATION:980.1 ft RIG:7514 METHOD:3 1/4" HSA SURFACING:Bituminous WEATHER:Overcast B2400691 Braun Intertec Corporation Print Date:04/15/2024 ST-6 page 1 of 1 311 Elev./ Depth ft 990.4 1.3 987.2 4.5 980.7 11.0 WaterLevelDescription of Materials (Soil-ASTM D2488 or 2487; Rock-USACE EM 1110-1-2908) PAVEMENT, 5 inches of bituminous over 11 inches of apparent aggregate base FILL: SILTY SAND (SM), fine-grained, brown, moist LEAN CLAY (CL), trace Gravel, brown, moist, stiff (GLACIAL TILL) END OF BORING Boring then backfilled with auger cuttings 5 10 15 20 25 30 SampleBlows (N-Value) Recovery 1-2-5 (7) 10" 4-5-7 (12) 14" 4-6-8 (14) 16" 3-4-7 (11) 16" qₚ tsf MC % 22 Tests or Remarks Water not observed while drilling. LOG OF BORING See Descriptive Terminology sheet for explanation of abbreviations Project Number B2400691 Geotechnical Evaluation City of Chanhassen -Market Boulevard Reconstruction From TH 5 to Chan View Chanhassen, Minnesota BORING:ST-7 LOCATION: Captured with RTK GPS. DATUM:NAD 1983 HARN Adj MN Hennepin (US Feet) NORTHING:181632.8 EASTING:559502.8 DRILLER:C. McClain LOGGED BY:C. Reber START DATE:02/13/24 END DATE:02/13/24 SURFACE ELEVATION:991.7 ft RIG:7514 METHOD:3 1/4" HSA SURFACING:Bituminous WEATHER:Overcast B2400691 Braun Intertec Corporation Print Date:04/15/2024 ST-7 page 1 of 1 312 Elev./ Depth ft 953.4 0.5 949.4 4.5 944.9 9.0 940.9 13.0 939.4 14.5 WaterLevelDescription of Materials (Soil-ASTM D2488 or 2487; Rock-USACE EM 1110-1-2908) CLAYEY SAND (SC), trace Gravel, dark brown, moist (TOPSOIL FILL) FILL: SANDY LEAN CLAY (CL), trace Gravel, brown, moist LEAN CLAY (CL), trace Gravel, brown to gray, moist (GLACIAL TILL) Contains seams of Silt at 5 feet SILTY SAND (SM), fine to medium-grained, layers of SILT, gray, moist, loose (GLACIAL TILL) SANDY LEAN CLAY (CL), trace Gravel, brown, moist, stiff (GLACIAL TILL) END OF BORING Boring then backfilled with auger cuttings 5 10 15 20 25 30 SampleBlows (N-Value) Recovery 2-6-7 (13) 10" 4-4-4 (8) 12" 3-5-6 (11) 14" 3-3-3 (6) 14" 2-5-6 (11) 16" qₚ tsf MC % 25 27 Tests or Remarks P200=47% Water not observed while drilling. LOG OF BORING See Descriptive Terminology sheet for explanation of abbreviations Project Number B2400691 Geotechnical Evaluation City of Chanhassen -Market Boulevard Reconstruction From TH 5 to Chan View Chanhassen, Minnesota BORING:P-1 LOCATION: Captured with RTK GPS. DATUM:NAD 1983 HARN Adj MN Hennepin (US Feet) NORTHING:180033.7 EASTING:559749.4 DRILLER:C. McClain LOGGED BY:C. Reber START DATE:02/13/24 END DATE:02/13/24 SURFACE ELEVATION:953.9 ft RIG:7514 METHOD:3 1/4" HSA SURFACING:Grass WEATHER:Overcast B2400691 Braun Intertec Corporation Print Date:04/15/2024 P-1 page 1 of 1 313 Elev./ Depth ft 956.5 1.5 951.0 7.0 948.5 9.5 943.5 14.5 WaterLevelDescription of Materials (Soil-ASTM D2488 or 2487; Rock-USACE EM 1110-1-2908) PAVEMENT, 5 inches of bituminous over 13 inches of apparent aggregate base SANDY LEAN CLAY (CL), trace Gravel, brown to gray, moist, stiff (GLACIAL TILL) CLAYEY SAND (SC), trace Gravel, brown to gray, moist, medium (GLACIAL TILL) SANDY LEAN CLAY (CL), trace Gravel, gray, moist, medium (GLACIAL TILL) END OF BORING Boring then backfilled with auger cuttings 5 10 15 20 25 30 SampleBlows (N-Value) Recovery 1-2-9 (11) 10" 5-6-6 (12) 12" 3-2-3 (5) 12" 2-2-3 (5) 12" 2-3-3 (6) 12" qₚ tsf MC % 23 18 23 Tests or Remarks P200=37% Water not observed while drilling. LOG OF BORING See Descriptive Terminology sheet for explanation of abbreviations Project Number B2400691 Geotechnical Evaluation City of Chanhassen -Market Boulevard Reconstruction From TH 5 to Chan View Chanhassen, Minnesota BORING:P-2 LOCATION: Captured with RTK GPS. DATUM:NAD 1983 HARN Adj MN Hennepin (US Feet) NORTHING:180449.0 EASTING:559362.1 DRILLER:C. McClain LOGGED BY:C. Reber START DATE:02/13/24 END DATE:02/13/24 SURFACE ELEVATION:958.0 ft RIG:7514 METHOD:3 1/4" HSA SURFACING:Bituminous WEATHER:Overcast B2400691 Braun Intertec Corporation Print Date:04/15/2024 P-2 page 1 of 1 314 Descriptive Terminology of Soil Based on Standards ASTM D2487/2488 (Unified Soil Classification System) Group Symbol Group NameB Cu ≥ 4 and 1 ≤ Cc ≤ 3D GW Well‐graded gravelE Cu < 4 and/or (Cc < 1 or Cc > 3)D GP Poorly graded gravelE Fines classify as ML or MH GM Silty gravelE F G Fines Classify as CL or CH GC Clayey gravelE F G Cu ≥ 6 and 1 ≤ Cc ≤ 3D SW Well‐graded sandI Cu < 6 and/or (Cc < 1 or Cc > 3)D SP Poorly graded sandI Fines classify as ML or MH SM Silty sandF G I Fines classify as CL or CH SC Clayey sandF G I CL Lean clayK L M PI < 4 or plots below "A" lineJ ML SiltK L M Organic OL CH Fat clayK L M MH Elastic siltK L M Organic OH PT Peat Highly Organic Soils Silts and Clays (Liquid limit less than 50) Silts and Clays (Liquid limit 50 or more) Primarily organic matter, dark in color, and organic odor Inorganic Inorganic PI > 7 and plots on or above "A" lineJ PI plots on or above "A" line PI plots below "A" line Criteria for Assigning Group Symbols and Group Names Using Laboratory TestsA Soil Classification Coarse‐grained Soils (more than 50% retained on No. 200 sieve)Fine‐grained Soils (50% or more passes the No. 200 sieve) Sands (50% or more coarse fraction passes No. 4 sieve) Clean Gravels (Less than 5% finesC) Gravels with Fines (More than 12% finesC) Clean Sands (Less than 5% finesH) Sands with Fines (More than 12% finesH) Gravels (More than 50% of coarse fraction retained on No. 4 sieve) Liquid Limit − oven dried Liquid Limit − not dried <0.75 Organic clay K L M N Organic silt K L M O Liquid Limit − oven dried Liquid Limit − not dried <0.75 Organic clay K L M P Organic silt K L M Q ParticleSize Identification Boulders.............. over 12" Cobbles................ 3" to 12" Gravel Coarse............. 3/4" to 3" (19.00 mm to 75.00 mm) Fine................. No. 4 to 3/4" (4.75 mm to 19.00 mm) Sand Coarse.............. No. 10 to No. 4 (2.00 mm to 4.75 mm) Medium........... No. 40 to No. 10 (0.425 mm to 2.00 mm) Fine.................. No. 200 to No. 40 (0.075 mm to 0.425 mm) Silt........................ No. 200 (0.075 mm) to .005 mm Clay...................... < .005 mm Relative ProportionsL, M trace............................. 0 to 5% little.............................. 6 to 14% with.............................. ≥ 15% Inclusion Thicknesses lens............................... 0 to 1/8" seam............................. 1/8" to 1" layer.............................. over 1" Apparent Relative Density of Cohesionless Soils Very loose ..................... 0 to 4 BPF Loose ............................ 5 to 10 BPF Medium dense.............. 11 to 30 BPF Dense............................ 31 to 50 BPF Very dense.................... over 50 BPF A. Based on the material passing the 3‐inch (75‐mm) sieve. B. If field sample contained cobbles or boulders, or both, add "with cobbles or boulders, or both" to group name. C. Gravels with 5 to 12% fines require dual symbols: GW‐GM well‐graded gravel with silt GW‐GC well‐graded gravel with clay GP‐GM poorly graded gravel with silt GP‐GC poorly graded gravel with clay D. Cu = D60 / D10 Cc = 𝐷30 2 / ሺ𝐷10 𝑥 𝐷60) E. If soil contains ≥ 15% sand, add "with sand" to group name. F. If fines classify as CL‐ML, use dual symbol GC‐GM or SC‐SM. G. If fines are organic, add "with organic fines" to group name. H. Sands with 5 to 12% fines require dual symbols: SW‐SM well‐graded sand with silt SW‐SC well‐graded sand with clay SP‐SM poorly graded sand with silt SP‐SC poorly graded sand with clay I. If soil contains ≥ 15% gravel, add "with gravel" to group name. J. If Atterberg limits plot in hatched area, soil is CL‐ML, silty clay. K. If soil contains 15 to < 30% plus No. 200, add "with sand" or "with gravel", whichever is predominant. L. If soil contains ≥ 30% plus No. 200, predominantly sand, add “sandy” to group name. M. If soil contains ≥ 30% plus No. 200 predominantly gravel, add “gravelly” to group name. N. PI ≥ 4 and plots on or above “A” line. O. PI < 4 or plots below “A” line. P. PI plots on or above “A” line. Q. PI plots below “A” line. Laboratory Tests DD Dry density,pcf qp Pocket penetrometer strength, tsf WD Wet density, pcf qU Unconfined compression test, tsf P200 % Passing #200 sieve LL Liquid limit MC Moisture content, %PL Plastic limit OC Organic content, %PI Plasticity index Consistency of Blows Approximate Unconfined Cohesive Soils Per Foot Compressive Strength Very soft................... 0 to 1 BPF................... < 0.25 tsf Soft........................... 2 to 4 BPF................... 0.25 to 0.5 tsf Medium.................... 5to 8 BPF .................. 0.5 to 1 tsf Stiff........................... 9 to 15 BPF................. 1 to 2 tsf Very Stiff................... 16 to 30 BPF............... 2 to 4 tsf Hard.......................... over 30 BPF................ > 4 tsf Drilling Notes: Blows/N‐value: Blows indicatethe driving resistance recorded for each 6‐inch interval. The reported N‐value is the blows per foot recorded by summing the second and third interval in accordance with the Standard Penetration Test, ASTM D1586. PartialPenetration:If the sampler could not be driven through a full 6‐inch interval, the number of blows for that partial penetration is shown as #/x" (i.e. 50/2"). The N‐value is reported as "REF" indicating refusal. Recovery: Indicates the inches of sample recovered from the sampled interval. For a standard penetration test, full recovery is 18", and is 24" for a thinwall/shelby tube sample. WOH: Indicates the sampler penetrated soil under weight of hammer and rods alone; driving not required. WOR: Indicates the sampler penetrated soil under weight of rods alone; hammer weight and driving not required. Water Level: Indicates the water level measured by the drillers either while drilling ( ), at the end of drilling ( ), or at some time after drilling ( ). Moisture Content: Dry:Absence of moisture, dusty, dry to the touch. Moist: Damp but no visible water. Wet: Visible free water, usually soil is below water table. 5/2021 315 Market Boulevard Rehabilitation Project City Project 25-02 City Council Meeting October 27, 2025 316 Tonight’s Actions Project review Conduct a Public Hearing Consider accepting the Feasibility Study and Ordering the Project •The City Council is not approving the final design tonight •The City Council is not approving the final Assessment amounts tonight 317 Project Need / Strategic Priorities Asset Management Street Pavement (OCI ~50) Original 1972 CIP Watermain 1993 Traffic Signal Development/Redevelopment Civic Campus Project Roers Project Laredo Drive Extension Financial Sustainability TIF 11 $$ Deadline (2026) Operational Excellence Traffic Flow Bike/Ped Separation Streetscaping 318 Project Scope •Rehabilitate street, walk, and trail pavements o Market Blvd north of W 78th and the Chan View section have been added to match the recent Civic Campus work •Widen the street south of Cub to accommodate 4 lanes of traffic and to align with the planned RR Xing safety improvements •Replace the traffic signal at West 78th Street •ADA improvements •Downtown Entry Monument Sign •Public utility reconstruction/rehabilitation o Replace remaining CIP watermain in the corridor •Stormwater Management o Downtown Water Reuse 319 320 Regional Downtown Water Reuse •Source for Civic Campus and athletic field Irrigation •Supports permitting of multiple City projects o 24-01 o Civic Campus o Market Blvd •MPCA Climate Resiliency Grant o $1.1M award o Innovative ‘Smart’ Pond 321 Public Engagement Effort Met with City Council at numerous work sessions Previously meetings directly with various property owners Previous Public Open Houses held based on previous alternatives Assessment notification letters 322 Public Feedback Summary •Staff has not received much of any feedback on the latest scope of the project o One comment about the Entry Monument Sign 323 Project Cost Summary Scope (% of total work)Amount Street (65%)$ 4,980,000 Sanitary Sewer (<1%)$ 35,000 Watermain (5%)$ 385,000 Stormwater Management (26%)$ 1,980,000 ROW/Easements (4%)$ 300,000 TOTAL $ 7,680,000 324 Project Funding Summary Funding Source Amount Municipal State Aid (MSA)$ 1,807,000 PMP $ 210,000 Special Assessment (TIF #11 – The Venue)$ 2,600,000 Sewer Enterprise Fund $ 35,000 Water Enterprise Fund $ 385,000 Surface Water Enterprise Fund $ 880,000 Special Assessments $ 663,000 MPCA Grant $ 1,100,000 TOTAL $ 7,680,000 43% City Funded $3,317,000 57% Outside Sources $4,363,000 325 Preliminary Assessment Map 326 Assessment Summary The preliminary assessment amounts were determined based on a Front Footage methodology Parcel Address Known As Preliminary Assessment 101 7812 Market Blvd.Market Square II (strip site)$ 49,928 102 7820 Market Blvd.Wendy’s $ 54,036 103 7836 Market Blvd.Market Square (Cub site)$ 147,571 104 600 79th St. W Walgreens $ 86,268 105 580 Market St.Market Street Station (KA)$ 168,743 106 591 78th St. W Roers $ 82,792 107 n/a Pond (City)$ 179,487 108 n/a Pond (City)$ 73,629 110 7730 Laredo Dr.US Post Office $ 48,349 111 600 78th St. W Old National Bank $ 24,576 112 7610 Laredo Dr.Fire Station $ 39,321 TOTAL $ 954,697 $ 292,437 City $ 662,260 Private 327 Schedule & Next Steps •Final Design •Develop Construction Staging •Coordination with Businesses •ROW/Easement acquisition Order Project October 27, 2025 Construction Staging Check-in with City Council December 2025 Approve Final Plans & Specs, Authorize Bidding January 2026 Bid Opening February 2026 Open House March 2026 Assessment Hearing, Award Construction Contract March 2026 Begin Construction May 2026 Complete Construction November 2026 328 Staff Recommendation •The project is feasible and cost effective •There is a project need •The project schedule aligns with TIF 11 Assessment deadline Staff recommends proceeding with ordering the project 329 1. Questions 2. Conduct Public Hearing 3. Make a motion / Provide direction 330 Proposed Motion “The Chanhassen City Council adopts a resolution accepting the feasibility study, ordering the improvements, and authorizing preparation of plans and specifications for the Market Boulevard Reconstruction Project.” 331 City Council Item October 27, 2025 Item Adopt Ordinance XXX: Amending Chapter 20 Zoning Regulations for Accessory Structures File No.Item No: H.1 Agenda Section GENERAL BUSINESS Prepared By Eric Maass, Community Development Director Reviewed By Laurie Hokkanen SUGGESTED ACTION "The Chanhassen City Council approves amending Chapter 20 Zoning Regulations for Accessory Structures as outlined by the (insert alternate A, B, or C) ordinance". Motion Type Simple Majority Vote of members present Strategic Priority Development & Redevelopment SUMMARY Two Requests for Citizen Action forms were received by the City Council, asking the city to consider changes to the accessory structures ordinance. The city is only aware of one other similar request in the past few years. Related to the first request, the proposed ordinance would make the following change: (under all alternates presented) Properties zoned A2, which have at least 10 acres, are used for Agricultural (i.e. active farming) and propose construction of an "Agricultural Building" as defined by state statute, would be exempt from the maximum square footage requirement but would still be subject to standards, including but not limited to building height, setbacks and lot cover maximums. 332 Related to the second request, under existing City Code, the current total area of all accessory structures on a residential property is limited to 1,000 square feet, regardless of lot size or zoning district. The citizen request seeks to allow 1,500 square feet on larger lot sizes. Following the Planning Commission meeting, staff received feedback that the intent coming out of the City Council work session was an option that ties the allowable size to lot area rather than zoning district. This approach reflects the citizen action request previously submitted to the City Council seeking up to 1,500 square feet on a larger parcel. Alternate A (Parcel-Size-Based Option) Up to 1 acre: 1,000 sq. ft. maximum 1.0 to 2.5 acres: 1,200 sq. ft. maximum 2.5 acres or larger: 1,500 sq. ft. maximum BACKGROUND In the alternates presented to the Planning Commission on October 7, staff explored ways to tie any increase in allowable accessory-structure size to a consistent and rational framework. Because a building permit is required for any structure 200 square feet or larger, this figure was used as a unit of measure for incremental increases. These alternatives are based on zoning district. Alternate B (Planning Commission-Supported) RSF zoning: 1,000 sq. ft. maximum RR zoning: 1,100 sq. ft. maximum A-2 zoning: 1,200 sq. ft. maximum The Planning Commission supported this alternative, noting that the current 1,000-square-foot limit already provides generous space in addition to typical attached garages. If an increase were to be adopted, members favored a conservative approach, reasoning that it is easier to allow for additional increases in the future than to reduce limits later. They observed that Chanhassen’s current standards already exceed those of many neighboring communities. Alternate C RSF zoning: 1,000 sq. ft. maximum RR zoning: 1,200 sq. ft. maximum A-2 zoning: 1,400 sq. ft. maximum This version provides slightly larger maximums in the rural zoning districts and follows the formula described above. DISCUSSION One member of the public spoke during the public hearing. That individual expressed their support for the agricultural exemption and a family interest in seeing the residential square footage for accessory structures increased as well. 333 BUDGET RECOMMENDATION The City Council should discuss and select the alternate they wish to move forward with. ATTACHMENTS Alternate A - Accessory Structure Size Allowances Alternate B- Accessory Structure Size Allowances Alternate C - Accessory Structure Size Allowances Map - A2 Ag Estate Parcels greater than 10 acres 334 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA ORDINANCE NO. XXX AN ORDINANCE AMENDING CHAPTER 20 CHANHASSEN CITY CODE THE CITY COUNCIL OF THE CITY OF CHANHASSEN, MINNESOTA ORDAINS: Section 1. Section 20-904 of the City Code, City of Chanhassen, Minnesota, is hereby amended as follows: Sec 20-904 Accessory Structures a) A detached accessory structure shall be located in the buildable lot area or required rear yard. No accessory use or structure in any residential district shall be located in any required front, side or rear setback with the following exceptions: 1. In the RSF, RLM and R4 districts these structures may encroach into the rear setback as follows: a. Less than 140 square feet, minimum rear setback is five feet. b. One hundred forty-one to 399 square feet, minimum rear setback is ten feet. c. Four hundred square feet and above, minimum rear setback is 30 feet, except in the RLM district where the minimum rear setback is 25 feet. 2. Tennis courts and swimming pools may be located in rear yards with a minimum side and rear yard setback of ten feet, but must comply with applicable ordinary high water mark setbacks. b) Properties up to 1.00 acres in size, the total square footage of all accessory structures shall be limited to 1,000 square feet. c) Properties between 1.01 and 2.50 acres in size, the total square footage of all accessory structures shall be limited to 1,200 square feet. d) Properties 2.51 acres or larger, the total square footage of all accessory structures shall be limited to 1,500 square feet. e) Properties which are at least 10.00 acres in size, and which are zoned as Agricultural Estate (A2) shall be exempt from a square foot maximum if constructing an Agricultural Building, as defined by Minnesota State Statute, but shall adhere to all other applicable 335 standards, including but not limited to impervious lot cover and minimum building setbacks. f) On riparian lots, detached garages and storage buildings may be located in the front or rear yard but must comply with front, side and applicable ordinary high water mark setbacks but may not occupy more than 30 percent of the yard in which it is built. g) No detached accessory structure may be used for a home occupation as outlined by City Code Section 20-977. h) For parcels with less than three acres in any residential or agricultural district, no accessory structure or use shall be erected, constructed or commenced prior to the erection, construction or commencement of the principal permitted structure or use, but may be erected or commenced simultaneously. If the principal structure or use is subsequently removed, destroyed or discontinued, the accessory structure or use must be removed or discontinued within 12 months. i) Shall comply with the Freedom to Breathe Provision of the Minnesota Clean Indoor Air Act contained in M.S. §§ 1144.411 to 1144.417. j) Docks, which shall comply with section 20-920. k) Pursuant to authority granted by M.S. § 462.3593 subdiv. 9, the City ofChanhassen opts- out of the requirements of M.S. § 462.3593. Section 2. This ordinance shall be effective immediately upon its passage and publication. PASSED AND ADOPTED this ___day of _______, 2025, by the City Council of the City of Chanhassen, Minnesota _____________________________ ________________________________ Jenny Potter, City Clerk Elise Ryan, Mayor (Published in the ______________________________ on ______________________________) 336 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA ORDINANCE NO. XXX AN ORDINANCE AMENDING CHAPTER 20 CHANHASSEN CITY CODE THE CITY COUNCIL OF THE CITY OF CHANHASSEN, MINNESOTA ORDAINS: Section 1. Section 20-904 of the City Code, City of Chanhassen, Minnesota, is hereby amended as follows: Sec 20-904 Accessory Structures a) A detached accessory structure shall be located in the buildable lot area or required rear yard. No accessory use or structure in any residential district shall be located in any required front, side or rear setback with the following exceptions: 1. In the RSF, RLM and R4 districts these structures may encroach into the rear setback as follows: a. Less than 140 square feet, minimum rear setback is five feet. b. One hundred forty-one to 399 square feet, minimum rear setback is ten feet. c. Four hundred square feet and above, minimum rear setback is 30 feet, except in the RLM district where the minimum rear setback is 25 feet. 2. Tennis courts and swimming pools may be located in rear yards with a minimum side and rear yard setback of ten feet, but must comply with applicable ordinary high water mark setbacks. b) In the Single Family Residential (RSF), Residential Low Medium (RLM), and Mixed Low Density (R4) Districts, the total square footage of all accessory structures shall be limited to 1,000 square feet. c) In the Rural Residential (RR) zoning district, the total square footage of all accessory structures shall be limited to 1,100 square feet. d) In the Agriculture Estate (A2) zoning district, the total square footage of all accessory structures shall be limited to 1,200 square feet except as follows. 1. Agricultural buildings, as defined by Minnesota State Statute, shall be exempt from a square foot maximum but shall adhere to all other applicable standards, 337 including but not limited to impervious lot cover and minimum building setbacks. This exemption shall only apply to properties with a minimum of 10.00 acres in total land area and zoned Agriculture Estate (A2). e) On riparian lots, detached garages and storage buildings may be located in the front or rear yard but must comply with front, side and applicable ordinary high water mark setbacks but may not occupy more than 30 percent of the yard in which it is built. f) No detached accessory structure may be used for a home occupation as outlined by City Code Section 20-977. g) For parcels with less than three acres in any residential or agricultural district, no accessory structure or use shall be erected, constructed or commenced prior to the erection, construction or commencement of the principal permitted structure or use, but may be erected or commenced simultaneously. If the principal structure or use is subsequently removed, destroyed or discontinued, the accessory structure or use must be removed or discontinued within 12 months. h) Shall comply with the Freedom to Breathe Provision of the Minnesota Clean Indoor Air Act contained in M.S. §§ 1144.411 to 1144.417. i) Docks, which shall comply with section 20-920. j) Pursuant to authority granted by M.S. § 462.3593 subdiv. 9, the City ofChanhassen opts- out of the requirements of M.S. § 462.3593. Section 2. This ordinance shall be effective immediately upon its passage and publication. PASSED AND ADOPTED this ___day of _______, 2025, by the City Council of the City of Chanhassen, Minnesota _____________________________ ________________________________ Jenny Potter, City Clerk Elise Ryan, Mayor (Published in the ______________________________ on ______________________________) 338 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA ORDINANCE NO. XXX AN ORDINANCE AMENDING CHAPTER 20 CHANHASSEN CITY CODE THE CITY COUNCIL OF THE CITY OF CHANHASSEN, MINNESOTA ORDAINS: Section 1. Section 20-904 of the City Code, City of Chanhassen, Minnesota, is hereby amended as follows: Sec 20-904 Accessory Structures a) A detached accessory structure shall be located in the buildable lot area or required rear yard. No accessory use or structure in any residential district shall be located in any required front, side or rear setback with the following exceptions: 1. In the RSF, RLM and R4 districts these structures may encroach into the rear setback as follows: a. Less than 140 square feet, minimum rear setback is five feet. b. One hundred forty-one to 399 square feet, minimum rear setback is ten feet. c. Four hundred square feet and above, minimum rear setback is 30 feet, except in the RLM district where the minimum rear setback is 25 feet. 2. Tennis courts and swimming pools may be located in rear yards with a minimum side and rear yard setback of ten feet, but must comply with applicable ordinary high water mark setbacks. b) In the Single Family Residential (RSF), Residential Low Medium (RLM), and Mixed Low Density (R4) Districts, the total square footage of all accessory structures shall be limited to 1,000 square feet. c) In the Rural Residential (RR) zoning district, the total square footage of all accessory structures shall be limited to 1,200 square feet. d) In the Agriculture Estate (A2) zoning district, the total square footage of all accessory structures shall be limited to 1,400 square feet except as follows. 1. Agricultural buildings, as defined by Minnesota State Statute, shall be exempt from a square foot maximum but shall adhere to all other applicable standards, 339 including but not limited to impervious lot cover and minimum building setbacks. This exemption shall only apply to properties with a minimum of 10.00 acres in total land area and zoned Agriculture Estate (A2). e) On riparian lots, detached garages and storage buildings may be located in the front or rear yard but must comply with front, side and applicable ordinary high water mark setbacks but may not occupy more than 30 percent of the yard in which it is built. f) No detached accessory structure may be used for a home occupation as outlined by City Code Section 20-977. g) For parcels with less than three acres in any residential or agricultural district, no accessory structure or use shall be erected, constructed or commenced prior to the erection, construction or commencement of the principal permitted structure or use, but may be erected or commenced simultaneously. If the principal structure or use is subsequently removed, destroyed or discontinued, the accessory structure or use must be removed or discontinued within 12 months. h) Shall comply with the Freedom to Breathe Provision of the Minnesota Clean Indoor Air Act contained in M.S. §§ 1144.411 to 1144.417. i) Docks, which shall comply with section 20-920. j) Pursuant to authority granted by M.S. § 462.3593 subdiv. 9, the City ofChanhassen opts- out of the requirements of M.S. § 462.3593. Section 2. This ordinance shall be effective immediately upon its passage and publication. PASSED AND ADOPTED this ___day of _______, 2025, by the City Council of the City of Chanhassen, Minnesota _____________________________ ________________________________ Jenny Potter, City Clerk Elise Ryan, Mayor (Published in the ______________________________ on ______________________________) 340 Lake Virginia Christmas Lake Lotus Lake Brendan Pond Lake Harrison Lake Susan Rice Marsh Lake Lake Riley Rice Lake Lake St. Joe Lake Minnewashta Lake Ann Lake Lucy ST18 ST61 ST14 ST15 ST17 Minnewashta Regional Park North Lotus Lake Park Meadow Green Park Lake Ann Park Chanhassen Pond Park Chanhassen Nature Preserve Chanhassen Recreation Center Lake Susan Park Rice Marsh Lake Preserve Power Hill Park Bandimere Community Park Bluff Creek Golf Course Hesse Farm Park Preserve Lake Susan Preserve Raguet Wildlife Management Are MN Valley National Wildlife Re MN Landscape Arboretum Seminary Fen Scientific & Nat* Bluff Creek Preserve Independent School District 11 Independent School District 112 Independent School District 276 Riley Ridge Park Fox Woods Preserve Lake Ann Park Preserve SA5 SA7 SA5 SA101 SA5 SA41 )212 Powers BlvdLyman Blvd Audubon RdChanhassen RdArboretum Blvd Pion e e rT rlGalpinBlvdHazeltineBlvdMarketBl v dPower sBlvdGreat P l ainsBlvdArboretumBlvd Flying Cl o u d D r ST101 ST101 Document Path: K:\Departments\Planning\Zoning Maps\Zoning Maps\Zoning Maps.aprxDate Created: 9/29/2025 Created By: City of Chanhassen - Engineering Department µ0 3,000 Feet 0 0.5 Mile Agricultural Estate District Parcels over 10 acres City of Chanhassen A2 - Agricultural Estate District 341 City Council Item October 27, 2025 Item 7331 Hazeltine Blvd Short Term Rental License File No.Item No: K.1 Agenda Section CORRESPONDENCE DISCUSSION Prepared By Eric Maass, Community Development Director Reviewed By Laurie Hokkanen SUGGESTED ACTION N/A Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY The property owner has voluntarily surrendered the short-term rental license for the property located at 7331 Hazeltine Blvd. On August 11, 2025, the City Council considered revocation of the license and instituted probationary requirements for a term ending on October 20, 2025. City Council action on this item is no longer required. BACKGROUND DISCUSSION BUDGET 342 RECOMMENDATION ATTACHMENTS 7331 Hazeltine STR License Forfeiture 343 VOLUNTARILY VOLUNTARILY FORFEITED AS FORFEITED AS OF 10/20/2025OF 10/20/2025 344