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08-10-26 City Council Agenda and Packet
A.5:30 P.M. - WORK SESSION Note: This work session will be held in the Senior Center Work Room on the main level of City Hall and is open to the public. If the City Council does not complete the work session items in the time allotted, the remaining items will be considered after the regular agenda. Public comment is not allowed at the work session. A.1 Interview Youth Applicants for Park & Recreation and Environmental Commissions A.2 North Lotus Lake Park Water Quality Improvement Project A.3 Stormwater Pond Maintenance Review A.4 Future Work Session Schedule B.7:00 P.M. - CALL TO ORDER (Pledge of Allegiance) C.PUBLIC ANNOUNCEMENTS C.1 Celebrate Northern Lights Awards received from MAGC for Communications C.2 Invitation to Community Day at Chanhassen Recreation Center 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 July 13, 2026 D.2 Approve City Council Work Session Meeting Minutes dated July 13, 2026 D.3 Approve City Council Special Work Session Meeting Minutes dated July 8, 2026 AGENDA CHANHASSEN CITY COUNCIL MONDAY, AUGUST 10, 2026 CITY COUNCIL CHAMBERS, 7700 MARKET BOULEVARD 1 D.4 Receive Environmental Commission Minutes dated June 10, 2026 D.5 Receive Park and Recreation Commission minutes dated June 23, 2026 D.6 Approve Claims Paid dated August 10, 2026 D.7 Amendment to Downtown Water Tower Antennae Agreement with Verizon Wireless D.8 Approve Temporary Liquor License, St Hubert's, September 26, 2026 D.9 Approve Temporary Liquor License for The Grief Club for the Healing Hearts Soiree D.10 Approve Temporary Modification of the Licensed Premises to serve Beer and Wine in The O.G. Coffee and Wine Bar Parking Lot Area D.11 Approve Amended and Restated Parking Deferment Agreement and Updated Public Pedestrian Access Easement for Avienda Apartments D.12 State of Minnesota Joint Powers Agreement Hotel Inspection D.13 Carver County Youth Work Experience Agreement D.14 Approve an Encroachment Agreement between the City of Chanhassen and the property owner at 7196 Pearl Drive (Lot 8, Block 2, The Park 3rd Addition) D.15 Approve an Encroachment Agreement between the City of Chanhassen and the property owner at 8201 Main Street (Lot 1, Block 2, Villages on the Ponds) D.16 Resolution 2026:XX: CenterPoint Energy Community Safety Grant Award D.17 Resolution 2026-XX: Certification of Water and Sewer Hook-Up Charges to the County Auditor D.18 Ordinance XXX: Amending Chapter 10 to Permit Temporary Goat Grazing for Vegetation Management E.VISITOR PRESENTATIONS Visitor Presentations requesting a response or action from the City Council must complete and submit the Citizen Action Request Form (see VISITOR GUIDELINES at the end of this agenda). E.1 Balakrishna Chintaginjala Citizen Action Request E.2 Kelly Olson Citizen Action Request F.FIRE DEPARTMENT/LAW ENFORCEMENT UPDATE F.1 Law Enforcement Update G.PUBLIC HEARINGS G.1 Resolution 2026-XX: Pleasant View Road Rehabilitation Project Improvement Hearing 2 H.GENERAL BUSINESS H.1 Approve Bid Package #2: Chanhassen Community Center I.COUNCIL PRESENTATIONS J.ADMINISTRATIVE PRESENTATIONS K.CORRESPONDENCE DISCUSSION 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. Anyone seeking a response or action from the City Council following their presentation is required to complete and submit a Citizen Action Request Form. An online form is available at https://www.chanhassenmn.gov/action or paper forms are available in the city council chambers prior to the meeting. A total of thirty minutes is alloted for Visitor Presentations. Priority is given to Chanhassen residents. An additional thirty minutes may be provided after General Business items are complete at the discretion of the City Council. Anyone indicating a desire to speak during Visitor Presentations will be acknowledged by the Mayor. When called upon to speak, state your name, address, and topic. All remarks shall be addressed to the City Council as a whole, not to any specific member(s) or to any person who is not a member of the City Council. If there are a number of individuals present to speak on the same topic, please designate a spokesperson that can summarize the issue. Limit your comments to five minutes. Additional time may be granted at the discretion of the Mayor. If you have written comments, provide a copy to the Council. Comments may also be emailed to the City Council at council@chanhassenmn.gov. During Visitor Presentations, the Council and staff listen to comments and will not engage in discussion. Council members or the City Manager may ask questions of you in order to gain a thorough understanding of your concern, suggestion or request. Please be aware that disrespectful comments or comments of a personal nature, directed at an individual either by name or inference, will not be allowed. Personnel concerns should be directed to the City Manager. Members of the City Council and some staff members may gather at Tequila Butcher, 590 West 79th Street in Chanhassen immediately after the meeting for a purely social event. All members of the public are welcome. 3 City Council Item August 10, 2026 Item Interview Youth Applicants for Park & Recreation and Environmental Commissions File No.Item No: A.1 Agenda Section 5:30 P.M. - WORK SESSION Prepared By Jenny Potter, City Clerk Reviewed By Laurie Hokkanen SUGGESTED ACTION Interview Youth Commission Applicants Motion Type N/A Strategic Priority N/A SUMMARY The following applicants have applied for the youth commissioner vacancies: Daniel Trifonov - Parks Diya Natarajan - Environmental or Parks Leo Allen - Parks BACKGROUND DISCUSSION 4 BUDGET RECOMMENDATION ATTACHMENTS Commission Interview Questions 5 COMMISSION INTERVIEW QUESTIONS What special qualities do you bring to the Commission? What are your reasons for applying to the Commission? What are the biggest problems you foresee facing Chanhassen in the future? What do you believe are the community’s greatest assets? What planning issues are you particularly concerned about? What do you believe are the biggest concerns of your neighbors? What do you believe the Commission does? Are you involved with any other community organizations? Do you understand the time commitments it takes to be a member of the Commission, and are you comfortable with that? 6 City Council Item August 10, 2026 Item North Lotus Lake Park Water Quality Improvement Project 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 No action, discussion only Motion Type N/A Strategic Priority Asset Management SUMMARY The RPBCWD will provide an update on their plans for the North Lotus Lake Park Water Quality Improvement Project, including an overview of the draft agreement needed with the city. BACKGROUND RPBCWD has a project page on their website, located here: https://rpbcwd.specialdistrict.org/north-lotus-lake-park-project The project is currently in the 60% design phase, with construction planned for 2028. DISCUSSION N/A BUDGET 7 N/A RECOMMENDATION N/A ATTACHMENTS North LL Park prelim concept Oct 2025 8 9 City Council Item August 10, 2026 Item Stormwater Pond Maintenance Review File No.N/A Item No: A.3 Agenda Section 5:30 P.M. - WORK SESSION Prepared By Charlie Howley, Director of Public Works/City Engineer Reviewed By Laurie Hokkanen SUGGESTED ACTION N/A - Discussion only Motion Type N/A Strategic Priority Asset Management SUMMARY Staff will give an overview of the city's stormwater pond maintenance program. A plan was prepared back in 2020, and staff has prepared a summary report of that plan along with a look ahead of the 2026 maintenance project. Both reports are attached for reference. BACKGROUND The city has approximately 300 stormwater ponds. A 'pond' tends to be a generic term for all stormwater management Best Management Practices (BMP's), but in reality, a wet pond is only one type of BMP, albeit the most common type. Other types of BMP's include filtration basins, infiltration basins, biofiltration (rain gardens), and structural practices such as underground chambers, filters, hydrodynamic separators, skimmers, and sump structures. In October of 2020, the City Council adopted a program for the annual maintenance of the city's stormwater ponds, which was focused on wet ponds. 10 Stormwater BMP maintenance is a requirement of the City's Municipal Separate Storm Sewer System (MS4) permit, regulated by the Minnesota Pollution Control Agency (MPCA). In order to stay compliant with the MS4 permit, 20% of the BMP's must be inspected annually, and all BMP's should inspected every 5 years. The permit explicitly states that 'Based on inspection findings, the permittee shall determine if repair, replacement, or maintenance measures are necessary in order to ensure the structural integrity, proper function, and treatment effectiveness of structural stormwater BMPs. Necessary maintenance shall be completed as soon as possible to prevent or reduce the discharge of pollutants to stormwater. City Staff uses our asset management software OpenGov (fka Cartegraph) to perform the annual inspections and other maintenance documentation. For the actual 'pond maintenance' work, engineering staff via a hired consultant scope a project and develop a set of plans for bidding, with the work performed by a hired contractor typically during the winter months. The other maintenance needs for the stormwater system are generally self-performed by public works staff. DISCUSSION N/A BUDGET The annual pond maintenance program is included in the city's Capital Improvement Plan (CIP), see attached. The other maintenance expenses are part of the annual operational budget. The CIP budget for the 2026 pond maintenance project is $536k and is programmed for 3% annual inflation each year. The funding for the maintenance program comes from the Stormwater Enterprise Fund. RECOMMENDATION N/A ATTACHMENTS Annual Stormwater Improvement Project Budget Justification 2026 CIP - Annual Stormwater Maintenance 2020 Stormwater Pond Management Plan 11 City of Chanhassen Annual Stormwater Pond Improvement Program Program Justification and Asset Management Report Executive Summary The City of Chanhassen's Annual Stormwater Pond Improvement Program is a recurring capital improvement program that maintains approximately 300 publicly owned stormwater ponds that provide flood protection, stormwater treatment, and water quality benefits throughout the community. Funded through the Surface Water Utility Fund under Capital Improvement Program (CIP) Project SWMP-032, the City invests approximately $500,000 annually in pond rehabilitation, including sediment removal, vegetation management, structural repairs, and site restoration. The program is a core component of the City's long-term stormwater asset management strategy and is essential for compliance with the City's Municipal Separate Storm Sewer System (MS4) Permit. As Chanhassen's stormwater infrastructure continues to age, proactive maintenance restores system performance, protects lakes and wetlands, and avoids significantly higher long-term infrastructure costs. Regular stormwater pond maintenance is the most cost-e4ective method to improve local water quality. Based on these demonstrated benefits, sta4 recommends continuing to fund the Annual Stormwater Pond Improvement Program at its current level. Background Stormwater ponds are designed to capture runo4 from rainfall and snowmelt, slowing the flow of water before it enters nearby lakes, wetlands, and streams. As water is temporarily stored in the pond, sediment and pollutants such as phosphorus, metals, and debris settle out or are filtered by aquatic vegetation. The pond then gradually releases cleaner water at a controlled rate, reducing downstream flooding, protecting water quality, and helping prevent erosion of receiving waterways. Between the 1970s and early 2000s, Chanhassen experienced significant residential and commercial growth. During this period, stormwater wet ponds became the standard best management practice for managing stormwater runo4. As a result, the City constructed a 12 significant amount of stormwater ponds that now serve as critical components of Chanhassen's stormwater infrastructure. These engineered systems were designed to: • Reduce peak stormwater runo4 from developed areas. • Remove sediment and nutrients before runo4 reaches downstream water resources. • Protect homes, roadways, and public infrastructure from flooding. • Improve water quality in receiving waters including, Lotus Lake, Lake Minnewashta, Rice Marsh Lake, Lake Susan and numerous wetlands. Unlike natural waterbodies, stormwater ponds are engineered infrastructure that require routine maintenance throughout their service life. Most ponds were designed with an expected functional life of approximately 25 to 50 years before requiring significant rehabilitation. Many of Chanhassen's ponds are now reaching that age and have experienced decades of sediment accumulation and infrastructure deterioration. Recognizing this need, the City established the Annual Stormwater Pond Improvement Program in 2020 to proactively maintain these critical public assets before major failures occur. Asset Management and Project Prioritization The City's Annual Stormwater Pond Improvement Program is driven by a comprehensive asset management process. In 2020, City sta4 completed bathymetric surveys of nearly every publicly owned stormwater pond to establish current sediment depths and update each pond's Stormwater Asset Management Program (SWAMP) score. Sta4 also evaluated surrounding infrastructure—including outlet structures, storm sewer systems, vegetation, embankments, and pond condition—and entered this information into the City's Cartegraph Asset Management System, which assigns each pond an Overall Condition Index (OCI). The table 1 in the appendix shows the 20 lowest-scoring ponds identified during the initial 2020 inspections. An overview map of the publicly maintained stormwater ponds included in the annual Stormwater Pond Management Program is provided in the Appendix. SWAMP and OCI scores are used together to prioritize annual maintenance projects, ensuring that available funding is directed toward the highest-priority ponds while maximizing flood protection, water quality improvements, and infrastructure preservation. 13 This data-driven approach allows the City to proactively manage nearly 300 stormwater facilities as critical public infrastructure. Aging Infrastructure and System Performance Stormwater ponds naturally accumulate sediment, roadway debris, organic material, and nutrients over time. As sediment builds up, ponds lose storage capacity and become less e4ective at removing pollutants from stormwater runo4. Declining performance can result in: • Reduced removal of sediment and phosphorus, contributing to algae blooms. • Increased flood risk due to reduced storage capacity. • Expansion of invasive vegetation such as cattails. • Deterioration of outlet structures, pipes, and emergency overflow systems. • Localized drainage concerns including prolonged standing water. Since implementation of the annual program, the City has rehabilitated over 30 stormwater ponds throughout Chanhassen, restoring storage capacity, improving water quality treatment, and extending the service life of existing infrastructure. Without continued maintenance, these conditions would progressively worsen, ultimately requiring substantially more expensive rehabilitation or complete reconstruction. Regulatory Requirements The City operates under a Municipal Separate Storm Sewer System (MS4) Permit issued by the Minnesota Pollution Control Agency (MPCA) pursuant to the federal Clean Water Act. As part of this permit, the City is required to inventory, inspect, and maintain publicly owned stormwater treatment systems to ensure they continue to function as designed throughout their service life. Proper maintenance is essential to preserving stormwater treatment performance, minimizing pollutant loading to impaired waters, and reducing the risk of regulatory enforcement actions. The Annual Stormwater Pond Improvement Program serves as one of the City's primary tools for meeting these permit obligations and maintaining compliance with state and federal stormwater regulations. 14 Program Implementation The City completes stormwater pond improvement projects annually using a systematic and cost-e4ective approach. Depending on site conditions and maintenance needs, projects may include bathymetric surveys and sediment evaluations, sediment sampling and laboratory testing, sediment removal (dredging), vegetation management, tree removal, storm sewer and outlet structure repairs, and site restoration with erosion control measures. Projects are typically designed during the fall, bid during the winter, and constructed under frozen ground conditions. This schedule minimizes impacts to adjacent properties, protects surrounding landscapes, and provides e4icient access for construction equipment. Completing maintenance on an annual basis also spreads project costs over time, extends the service life of the City's stormwater infrastructure, and reduces the likelihood of more costly repairs or infrastructure failures. Program Benefits The Annual Stormwater Pond Improvement Program provides significant benefits to residents and the community by: • Restoring stormwater storage and treatment capacity. • Improving water quality in Lake Susan, Lotus Lake, Lake Minnewashta, Rice Marsh Lake, and downstream wetlands. • Reducing flood risk by maintaining pond storage volume and hydraulic capacity. • Extending the service life of approximately 300 publicly owned stormwater ponds. • Supporting compliance with state and federal stormwater regulations. • Improving neighborhood appearance while reducing nuisance drainage issues. The program also supports broader community initiatives. For example, the 2025 program expanded to include drainage improvements within the Red Cedar Point neighborhood, reducing untreated runo4 entering Lake Minnewashta. By the Numbers Based on the initial 2020 asset inventory, the City's Annual Stormwater Pond Improvement Program has made significant progress in improving the condition of its highest-priority 15 stormwater ponds. Of the 20 lowest-scoring publicly maintained ponds identified during the original inspections, 17 (85%) have been evaluated through engineering review or feasibility studies. Of those, 10 have been improved through completed maintenance or capital improvement projects, while two were determined to require no public maintenance because one was confirmed to be privately owned and another was found to provide minimal water quality benefit from sediment removal. The remaining three ponds are being advanced through future project development or are awaiting property access or coordination with planned capital improvement projects. A summary of the original and current OCI scores for these ponds is provided in Table 1 in the Appendix. The program has also demonstrated that sediment removal is not the appropriate solution for every pond. Engineering evaluations have identified sites where maintenance was unnecessary due to limited water quality benefit, changing watershed conditions, planned infrastructure improvements, ownership, or access constraints. This data-driven approach ensures that maintenance funding is directed to projects that provide the greatest long- term benefit to the City's stormwater infrastructure. In addition to the 10 priority ponds, the Annual Stormwater Pond Improvement Program has completed maintenance on 13 additional ponds, bringing the total number of ponds improved through the program to 23. An additional eight ponds have been maintained through annual street reconstruction projects or by Public Works sta4, resulting in a total of 31 publicly maintained stormwater ponds receiving maintenance since the program began. The City has also constructed several new stormwater ponds and bioretention basins as part of capital improvement projects, further improving stormwater treatment and helping meet regulatory requirements. Overall, the program has produced measurable improvements in the City's stormwater infrastructure. As summarized in table 2 in the Appendix, the ponds maintained through the Annual Stormwater Pond Improvement Program experienced an average increase of approximately 10 OCI points, demonstrating that targeted maintenance and rehabilitation are successfully restoring stormwater treatment performance and extending the service life of these public assets. Table 3 in the Appendix provides a summary of completed pond maintenance projects and the associated water quality benefits achieved through sediment removal. 16 Water Quality Benefits One of the primary purposes of the Annual Stormwater Pond Improvement Program is to restore the pollutant removal capacity of Chanhassen's stormwater ponds. As sediment accumulates over time, ponds lose storage volume and become less e4ective at removing phosphorus, sediment, and other pollutants before stormwater is discharged to local lakes and wetlands. Periodic sediment removal restores the original treatment capacity, making pond maintenance one of the most cost-e4ective strategies available for improving water quality. Since 2021, the Annual Stormwater Pond Improvement Program has restored more than 34,000 cubic yards of sediment storage while increasing annual pollutant removal by an estimated 76 pounds of phosphorus and 17 tons of suspended sediment. To put this in perspective, 34,000 cubic yards is approximately the volume needed to fill the City's Civic Campus building to a depth of about 40 feet, illustrating the significant amount of material removed from the City's stormwater system. Over the 25-year service life of these improvements, the completed projects are expected to prevent approximately 4,570 pounds of phosphorus and 1,154 tons of sediment from reaching Chanhassen's lakes and wetlands. The phosphorus removed through these projects also has a substantial impact on algae growth. On average, each pound of phosphorus can produce up to 500 pounds of algae under favorable conditions. Based on this relationship, the Annual Stormwater Pond Improvement Program is expected to prevent the formation of more than 2.2 million pounds of algae over the 25-year life of the completed projects, helping improve water clarity, reduce nuisance algal blooms, and protect aquatic habitat. The value of maintaining existing stormwater infrastructure is further illustrated by comparing these results to new water quality improvement projects. For example, the North Lotus Lake Best Management Practice (BMP) Project being led by the Riley Purgatory Blu4 Creek Watershed District is estimated to remove approximately 3,500 pounds of sediment and 15 pounds of phosphorus per year at an estimated construction cost of about one million dollars. While projects such as the North Lotus Lake BMP provide important localized water quality benefits, the City's Annual Stormwater Pond Improvement Program achieves comparable pollutant reductions by restoring the performance of existing public infrastructure at a substantially lower cost. Based on completed projects, the Annual Stormwater Pond Improvement Program achieves these improvements at an estimated life-cycle cost of approximately $520 per additional pound of phosphorus removed. Published research indicates that constructing 17 new stormwater treatment practices often costs $1,000 to more than $5,000 per pound of phosphorus removed, depending on the BMP type and site constraints. By restoring the treatment capacity of existing stormwater ponds rather than constructing new facilities, the program provides one of the most economical methods available for improving water quality while extending the service life of the City's stormwater infrastructure. Sta* Recommendation Sta4 recommends continued annual funding of the Annual Stormwater Pond Improvement Program as one of the City's highest-value investments in public infrastructure and natural resource protection. Chanhassen is fortunate to have an exceptional network of lakes, wetlands, and waterways that are central to the community's character, quality of life, and environmental health. Preserving and enhancing these resources requires ongoing investment in the stormwater systems that protect them. The Annual Stormwater Pond Improvement Program is the City's most e4ective tool for maintaining the performance of nearly 300 publicly owned stormwater ponds, improving water quality, reducing flood risk, extending the service life of critical infrastructure, and maintaining compliance with the City's MS4 Permit. By continuing this proactive, data-driven asset management program, the City can address maintenance needs before they become costly failures, maximize the value of the Surface Water Utility Fund, and ensure that Chanhassen's lakes and wetlands remain healthy and resilient for future generations. Conclusion The Annual Stormwater Pond Improvement Program reflects the City of Chanhassen's commitment to proactive asset management, environmental stewardship, and fiscal responsibility. Through an annual investment of approximately $500,000, the City preserves nearly 300 publicly owned stormwater ponds, protects its lakes and wetlands, reduces flood risk, and fulfills its obligations under the Municipal Separate Storm Sewer System (MS4) Permit. Using a data-driven asset management approach based on SWAMP and Overall Condition Index scoring, the City prioritizes investments where they provide the greatest benefit to residents while extending the useful life of critical public infrastructure. Continued annual investment ensures that Chanhassen's stormwater system remains resilient, reliable, and capable of protecting residents, businesses, and natural resources for decades to come. 18 Appendix: 19 Pond Project overview Map 20 Christmas Lake Lotus Lake Brendan Pond Lake Harrison Kerber Pond Lake Susan Rice Marsh Lake Lake Riley Lake Minnewashta Lake Ann Lake Lucy ST18 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 Fox Woods Preserve Bandimere Community Park Bluff Creek Golf Course Lake Susan Preserve MN Landscape Arboretum Bluff Creek Preserve Independent School District 11 Independent School District 112 Independent School District 276 Riley Ridge Park Lake Ann Park Preserve SA101 SA5 SA5 SA101 SA7 SA41 )212 P o w e r s Blvd A u d u b o n R d Pioneer Trl Galpin Bl v d Lyman Blvd M a r k e t B l v d Po w e r s B l v d G r e a t Plains B l vd ST101 LL-7.3A (Design by others) LU-P3.1 LS-P3.35 RM-P5.6BC-P1.13B LS-P3.6 Lotus Lake 1-20-1 LM-P1.11 Lotus Lake 1-21-1 Lotus Lake 1-21-2 Do c u m e n t P a t h : K : \ D e p a r t m e n t s \ E n g i n e e r i n g \ P r o j e c t s \ 2 6 P o n d P r o j e c t \ 2 0 2 6 P o n d P r o j e c t . a p r x Date Created: 7/23/2026 Created By: City of Chanhassen - Engineering Department µ0 0.55 Mile 0 3,500 Feet 2026 Stormwater Pond Improvement Project City of Chanhassen Legend 2026 Ponds Rivers Lakes Carver County Parks 21 Table 1: 20 Lowest OCI/SWAMP Scores from 2026 Update Basin ID 2020 Inspected OCI/SWAMP TASK (2020) Update 2026 LS-P3.16 20.09 Include cleanout as part of RPBCWD Upper Riley Creek Restoration, 2022 Pond Study Complete - No signifcant WQ benefit from cleanout project Lotus Lake 1-2-2 20.11 Prepare Pond Feasibility Memo, 2021 (Combine w/ Lotus Lake 1-2-1, 1-2-3 & P10.13) Pond maintenance complete -2021 - combined with LL 1-2-1 and LL1-2-3 to form pond 1-2 LR-P1.2 25.36 Confirm whether public or private, verify sediment depths Confirmed to be private pond - no public maintenance required Minnewashta 5-8-1 28.05 Being addressed with Minnewashta Pkwy project (20-02)Pond maintenance completed with Minnewashta Pkwy project (20-02) LL-P7.3B 28.72 Prepare Pond Feasibility Memo, 2021 (combine w/ LL-P7.3A)Pond Project complete - 2021 Minnewashta 5-7-1 29.62 Being addressed with Minnewashta Pkwy project (20-02)Pond maintenance completed with Minnewashta Pkwy project (20-02) BC-P4.5C 31.25 Prepare Pond Feasibility Memo, 2021 Pond Project complete - 2021 BC-P1.13C 31.41 Prepare Pond Feasibility Memo, 2021 Pond Project complete - 2021 LL-P6.7 31.83 Prepare Pond Feasibility Memo, 2022 (Include ditch just to the north)Pond Project complete - 2023 MC-P4.2A 32.19 Prepare Pond Feasibility Memo, 2022 Pond Project complete - 2023 LM-P1.2 33.76 Prepare Pond Feasibility Memo, 2022 (include larger drainage study)Part of 2026 Pond Project Study RM-P4.9 33.79 Prepare Pond Feasibility Memo, 2022 Pond Project complete - 2022 Lotus Lake 7-1-1 36.34 Prepare Pond Feasibility Memo, 2022 Pond Memo complete - working with residents to secure access and easement Minnehaha 1-5-1 37.28 Prepare Pond Feasibility Memo, 2022 Pond Memo complete - cleanout project not recommended Lake Lucy 2-14-1 37.67 Include cleanout as part of Lake Lucy MSA (20-03), 2023 Pond Project complete - 2023 LM-P1.10 38.38 Prepare Pond Feasibility Memo, 2022 Access issues will need to coordinate with residents complete with 2027 Pond Project LU-P5.6 38.43 Update data based on recent WWTP project Pond Reviewed - maintenance not recommended with reuse system removals LR-P2.1 38.56 Include cleanout as part of neighborhood road rehab, 2025 Access issues will need to coordinate with residents complete with 2028 Street Project CL-P1.13 39.28 Include cleanout as part of Cranes Vineyard Channel restoration project, 2024 Include cleanout as part of Cranes Vineyard Channel restoration project, 2028? Lotus Lake 1-20-1 39.76 Prepare Pond Feasibility Memo, beyond 10-yrs Part of 2026 Pond Project Study 22 Table 2: Original and Current OCI/SWAMP Scores of Maintained Ponds *Ponds have not been inspected since maintenance completed Basin ID 2020 Inspected OCI/SWAMP Current Inspected OCI/SWAMP Change in Inspected OCI/SWAMP TASK (2020)Update 2026 BC-P1.13C 31.4 49.0 17.6 Prepare Pond Feasibility Memo, 2021 Pond Project complete - 2021 BC-P4.5C 31.3 36.5 5.3 Prepare Pond Feasibility Memo, 2021 Pond Project complete - 2021 LL-P10.13 57.7 63.2 5.5 Prepare Pond Feasibility Memo, 2021 (Combine w/ Lotus Lake 1- 2-1, 1-2-2 & 1-2-3)Pond Project complete - 2021 LL-P7.3A 48.5 55.1 6.7 Prepare Pond Feasibility Memo, 2021 (combine w/ LL-P7.3B)Pond Project complete - 2021 LL-P7.3B 28.7 49.7 20.9 Prepare Pond Feasibility Memo, 2021 (combine w/ LL-P7.3A)Pond Project complete - 2021 Lotus Lake 1-2-1 N/A N/A N/A Prepare Pond Feasibility Memo, 2021 (Combine w/ Lotus Lake 1- 2-2, 1-2-3 & P10.13)Pond Project complete - 2021 BC-P5.9 37.6 54.9 17.2 Prepare Pond Feasibility Memo Pond Project complete - 2022 LR-P1.6 40.6 44.1 3.6 Prepare Pond Feasibility Memo, 2023 Pond Project complete - 2022 LR-P1.7B 46.7 60.0 13.3 Prepare Pond Feasibility Memo, 2026 Pond Project complete - 2022 RM-P4.9 33.8 29.2 -4.6 Prepare Pond Feasibility Memo, 2022 Pond Project complete - 2022 Christmas Lake 3-2-1 46.2 47.2 1.0 Prepare Pond Feasibility Memo, 2023 Pond Project complete - 2023 Lake Lucy 2-14-1 37.7 54.0 16.4 Include cleanout as part of Lake Lucy MSA (20-03), 2023 Pond Project complete - 2023 LL-P6.7 31.8 42.3 10.5 Prepare Pond Feasibility Memo, 2022 (Include ditch just to the Pond Project complete - 2023 MC-P4.2A 32.2 49.2 17.0 Prepare Pond Feasibility Memo, 2022 Pond Project complete - 2023 BC-P1.11C 53.2 67.8 14.6 Pond Project complete - 2024 BC-P2.4B 52.4 57.8 5.4 Prepare Pond Feasibility Memo, 2027 Pond Project complete - 2024 LS-P3.22 41.9 49.0 7.1 Prepare Pond Feasibility Memo, beyond 10-yrs Pond Project complete - 2024 Minnehaha 2-3-B-2 35.1 54.9 19.7 Include cleanout as part of Meadow Ln rehab, 2023 (add sump Pond Project complete - 2024 RM-P2.2 51.7 50.5 -1.2 Prepare Pond Feasibility Memo, 2026 Pond Project complete - 2024* CL-P1.7 48.5 22.9 -25.7 Prepare Pond Feasibility Memo, 2029 Pond Project complete - 2025* LL-P10.7 64.6 21.1 -43.5 Pond Project complete - 2025* Lotus Lake 1-26-1 56.0 61.2 5.2 A large number of resident complaints/request for pond maintenance (per Request Tracker) Sump added in 2021 as part of 20-05 Pond Project complete - 2025* 23 Table 3: Annual Pond Project Cost and Water Quality Summary Pond Maintenance Year Pond ID Excavation Quantity Excavation CostAverage $/CY Total Project Cost Post Project Annual TP Removed by Ponds Additional TP Removed through Project Life Cycle TP Removed Post Project Annual TSS Removed by Ponds Additional TSS Removed through Project Life Cycle TP Removed Life Cycle Cost per TP lb Life Cycle Cost per TSS ton (CY) ($) ($/CY) ($) (lb/yr) (lb/yr) (lb) (ton/yr) (ton/yr) (lb) ($/lb) ($/ton) BC-P4.5C 11.67 4.2 291.75 2.98 0.96 74.5 LL-P7.3A & LL-P7.3B 19.3 4.3 482.5 5.18 1.06 129.5 LL-P10.13 Lotus Lake 1-2 LL-P1.4 43.15 14.39 1078.75 10.67 1.87 266.75 BC-P5.9 8.9 1.9 222.5 2.3 0.6 57.5 LR-P1.6 5.2 2.3 130 1.4 0.5 35 LR-P1.7B 5.4 2.3 135 1.3 0.5 32.5 RM-P4.9 19.6 19.6 490 5.2 5.2 130 Forebay-221 1.55 0.13 38.75 0.38 0.01 9.5 Christmas Lake 3-2-1 3.08 0.78 77 0.7 0.1 17.5 Basin MC-P4.2A 2.9 0.9 72.5 0.7 0.1 17.5 LL-P6.7 2.1 0.7 52.5 0.6 0.2 15 LL 2-14-1 5.53 2.43 138.25 1.55 0.61 38.75 Minnehaha 2-3-B-2 1.32 1.32 33 0.32 0.32 8 BC-P2.4B 5.72 1.64 143 1.44 0.42 36 BC-P1.11C 4.92 0.74 123 1.21 0.19 30.25 BC-P1.11D 6.29 6.29 157.25 1.54 1.54 38.5 LS 3.22 13.3 3.97 332.5 3.4 1.02 85 RM-P2.2 0.88 0.48 22 0.22 0.1 5.5 CL P1.7 2 2 50 0.47 0.47 11.75 LL P10.7 4.7 4.7 117.5 1.15 1.15 28.75 Lotus Lake 1-26-1 2.5 0.1 62.5 0.6 0.1 15 PROGRAM TOTALS 23 34327 989,841.72$ 182.77 76.16 4569.25 46.17 17.07 1154.25 PROGRAM ANNUAL AVERAGE 4-5 PONDS 6865 197,968.34$ 28.84$ 453,227.29$ 36.6 15.2 913.9 9.2 3.4 230.9 216.63$ 857.56$ 51490 tons total Life Cycle Cost Based on Additional Removals 519.87$ 2,319.49$ 21.28 ac-ft 1,678.94$ 201.42$ 803.47$ 695.89$ 264.39$ 1,013.51$ 257.43$ 993.05$ 173.73$ 30.48$ 58.68$ 405.14$ 12.76 2.86319 163,304.80$ 23.24$ 391,656.35$ 28.87$ 71.50.99 0.05 93,181.35$ - 377,344.00$ 583,748.50$ 258,444.41$ 597,901.23$ 97,567.16$ 239,603.08$ 27.09$ 2021 2022 2023 2025 13928 8480 1663 3228 2024 7028 24 Pond Project Overview Figure 25 Stormwater - Annual Stormwater Pond Improvements Description This program will provide for our required annual maintenance of various City stormwater ponds and other BMP's. This work may include sediment removal, vegetation management and assessment, repair and replacement of inlet and outlet structures, along with filtration media and draintile. Details Type of Project:Improvement Overview Request Owner Charlie Howley Department Surface Water Gen Operations Type Capital Improvement Project Type Water, Sewer, and Surface Water Improvements Project Number SWMP-032 26 Capital Costs FY2026 Budget $536K Total Budget (all years) $6.32M Project Total $6.32M Capital Costs by Year Construction/Maintenance $5,373,509 85.00% Engineering $948,266 15.00% 536K536K 536K 552K552K 552K 568K568K 568K 591K591K 591K 614K614K614K 639K639K 639K 665K665K 665K 691K691K 691K 719K719K 719K 748K748K 748K 2026 2027 2028 2029 2030 2031 2032 2033 2034 2035 0 200K 400K 600K 800K Capital Costs for Budgeted Years Construction/Maintenance $5,373,509 85.00% Engineering $948,266 15.00% 6.32M Category Historical Budgeted FY2026 FY2027 FY2028 FY2029 FY2030 FY2031 FY2032 FY2033 FY2034 FY2035 Future Budgeted Total Budgeted $0 $80,325 $82,735 $85,217 $88,625 $92,170 $95,857 $99,692 $103,679 $107,826 $112,140 $0 $948,266 $0 $455,175 $468,830 $482,895 $502,211 $522,299 $543,191 $564,919 $587,516 $611,016 $635,457 $0 $5,373,509 Total $0 $535,500 $551,565 $568,112 $590,836 $614,469 $639,048 $664,611 $691,195 $718,842 $747,597 $0 $6,321,775 Engineering Construction/Maintenance 27 Funding Source FY2026 Budget $536K Total Budget (all years) $6.32M Project Total $6.32M Funding Source by Year Utility Fund - SW Mgmt $6,321,775 100.00% 536K536K 536K 552K552K 552K 568K568K 568K 591K591K 591K 614K614K614K 639K639K 639K 665K665K 665K 691K691K 691K 719K719K 719K 748K748K 748K 2026 2027 2028 2029 2030 2031 2032 2033 2034 2035 0 200K 400K 600K 800K Funding Source for Budgeted Years Utility Fund - SW Mgmt $6,321,775 100.00% 6.32M Category Historical Budgeted FY2026 FY2027 FY2028 FY2029 FY2030 FY2031 FY2032 FY2033 FY2034 FY2035 Future Budgeted Total Budgeted $0 $535,500 $551,565 $568,112 $590,836 $614,469 $639,048 $664,611 $691,195 $718,842 $747,597 $0 $6,321,775 Total $0 $535,500 $551,565 $568,112 $590,836 $614,469 $639,048 $664,611 $691,195 $718,842 $747,597 $0 $6,321,775 Utility Fund - SW Mgmt 28 Stormwater Pond Management Plan 2020 MATT UNMACHT, WATER RESOURCES COORDINATOR CHARLIE HOWLEY, CITY ENGINEER/PUBLIC WORKS DIRECTOR OCTOBER 2020 CITY OF CHANHASSEN 29 Stormwater Pond Management Plan October 2020 Page 1 Overview and Purpose The City of Chanhassen (City) has approximately 250 publically owned stormwater ponds across the City; a map of these ponds is included as Appendix A. A stormwater pond is a common type of stormwater management Best Management Practice (BMP) that is used for rate control, flood mitigation and Water Quality (WQ) treatment. Other types of common stormwater management BMP’s include infiltration basins, filtration/biofiltration basins, rain gardens, sump structures, underground storage chambers, pervious pavements, etc. Stormwater ponds, sometimes referred to as “wet ponds” or “NURP” ponds, are designed to remove pollutants from stormwater runoff, including sediment. These ponds became commonplace in developments starting in the early 1980’s in response to the federal Clean Water Act (CWA) and regulations put in place by the Environmental Protection Agency (EPA). Since the primary method of WQ treatment for these ponds is trapping sediments, over time they build up, making the pond shallower and less effective at removing pollutants. Therefore, to effectively manage stormwater runoff and to protect downstream waterbodies, these ponds need to be routinely inspected and maintained. These inspections consist of depth measurements of the pond itself (bathymetric surveys) along with visual inspections of the inlet/outlet pipes and structures, and reviewing the integrity of the pond slopes and adjacent land surrounding the pond. Inspection and maintenance of the City’s stormwater management infrastructure also ensures compliance with the City’s National Pollution Discharge Elimination System (NPDES) Municipal Separate Storm Sewer System (MS4) permit, and takes steps toward achieving our WQ goals as identified in the City’s adopted Local Surface Water Management Plan (LSWMP). As with any management plan, prioritization of inspection and maintenance activities is crucial to a successful and cost-effective stormwater management program. The City must annually submit MS4 permit information to the State, including what the City has done that year concerning inspection and maintenance of their ponds. As part of the MS4 permit, the City is required to inspect a minimum of 20% of the stormwater ponds each year; and all stormwater ponds within 5 years, in order to determine structural integrity, proper function, and maintenance needs. As for the maintenance, the permit states “Based on inspection findings, the permittee shall determine if repair, replacement, or maintenance measures are necessary in order to ensure the structural integrity, proper function, and treatment effectiveness of structural stormwater BMPs. Necessary maintenance shall be completed as soon as possible to prevent or reduce the discharge of pollutants to stormwater.” A new MS4 permit will be issued in November 2020. The only change to any of the inspection and maintenance requirements in the new permit is that it will require documentation if maintenance cannot be performed within one year. 30 Stormwater Pond Management Plan October 2020 Page 2 Related to the inspection and maintenance requirements of the MS4 permit, the City frequently performs minor in-house stormwater infrastructure repairs related to ponds, usually involving sediment deltas or vegetation maintenance. Deltas can form at the inlets as sediment is transported from the unstabilized drainage areas to the pond. In addition, volunteer vegetation that may impede the flow into or out of a pond is typically removed. Another stormwater maintenance activity that is performed by Public Works staff is the cleaning of sump structures. Sump structures are manholes or catch basins with deeper bottom sections that are located at the last accessible point of the storm sewer network prior to discharge to the pond. In the sump, the deepened bottom section allows the stormwater to pool and lets some of the larger sediment to settle out. The settled sediment then can be cleaned out of the bottom of the sump by a vactor truck, which is far easier and cost effective than cleaning sediment from a pond. For reference, City staff cleaned out 57 of the City’s sumps in 2019 and 232 sumps in 2020. Sumps were not historically used before the mid-1990’s and therefore many of the City’s older storm sewer networks do not have them, which is evident by the older ponds having much more sediment deposition than newer ponds. As a best practice, it is far more efficient and less impactful to downstream water bodies to keep sediments from being dislodged from the ground surface in the first place by utilizing proper erosion and sediment control practices; which is why permitting and rules concerning land disturbance are of major importance to grading activities. Other agencies such as Carver County and MnDOT are also MS4 permittees, and as such they have similar reporting and maintenance requirements that the City has. The City does not perform maintenance on stormwater infrastructure that are owned by another agency or private party. For private BMP’s, the level of required inspection and maintenance may change depending on the BMP type and what agreements were put in place at time of installation; private parties are not subject to MS4 permitting requirements, however current practice is to have privately BMP owners enter into O&M agreements that get recorded against the property to ensure the obligations in perpetuity. Stormwater basins typically have a 20- to 50-year lifespan before major maintenance is needed (other than sediment dredging). The variability can be attributed to factors including, but not limited to, drainage area characteristics, impervious cover percentage, and the amount of erosion occurring both naturally and during construction projects. Older basins, having been designed with smaller rainfall depths, may not be sized appropriately to meet today’s stormwater treatment standards. Aging basins that have elevated chloride concentrations from road salts or overabundant aquatic vegetation can become a source of nutrient loading to a watershed system. This is the opposite intended effect of stormwater treatment BMPs, and if not managed properly, these issues can offset intended water quality improvements. When a pond is green, that is a symptom of an overabundance of phosphorous, which is the food for algea and duckweed. The phosphorous is largely brought into the pond by the sediments in the stormwater. 31 Stormwater Pond Management Plan October 2020 Page 3 The timing of stormwater inspections and maintenance is important to ensure the health of downstream water bodies and adequate treatment of stormwater runoff. Prioritizing the cleanout schedule for stormwater ponds ensures the dollars spent by the City on stormwater maintenance are optimally allocated to ponds that require cleanout to return to original treatment levels. If a filled basin is left unmaintained, its effectiveness at removing pollutants will continue to decrease and it may reach the end of its life cycle prematurely. The purpose of this Stormwater Pond Management Plan is to provide guidance concerning the planning and execution of pond maintenance activities within the City. This includes: 1. Routine field verification and calibration of the City’s Storm Water Asset Management Program (SWAMP), 2. Prioritizing ponds for inspection, 3. Prioritizing ponds for maintenance, 4. Conducting inspections and maintenance, 5. BMP retrofitting options, and 6. Cost estimates for these activities. Stormwater Asset Management Program The City utilizes a Stormwater Asset Management Program (SWAMP) to inventory, document, and prioritize inspection and maintenance activities, and generate lifecycle estimates for constructed ponds. SWAMP provides a standard rating system to help prioritize maintenance activities. A score is calculated using user provided inputs including construction year, pond area, drainage area, impervious percentage, estimated loading rate, and receiving water body. The score is derived from comparing these variables against Nation Urban Runoff Program (NURP) pond design standards. Newly constructed ponds will have a SWAMP score of 100, while a pond that is at the end of its life expectancy or have a large amount of sediment deposition will have a SWAMP score of 40 or less. A score between 40 and 80 is an indication that maintenance should be evaluated. SWAMP also provides estimates for water quality performance for total suspended solids (TSS) and total phosphorus (TP) removal efficiency. To ensure the scores produced by SWAMP are accurate, annual updates should be incorporated into the program to reflect changes to the stormwater basin, drainage areas, and structural BMP data sets in areas that have been recently changed. 32 Stormwater Pond Management Plan October 2020 Page 4 2020 Comprehensive Survey In the summer of 2020, City field staff conducted comprehensive bathymetric surveys on nearly all 250 of its City owned stormwater ponds. The purpose of these surveys was to ensure that SWAMP had the most recent average depth data as it calculates the SWAMP score for each pond. Beyond just pond depth, the quality and condition of the infrastructure, and setting around the pond also plays an important role in contributing to specific stormwater pond functionality. For example, each pond has one or more inlets that bring stormwater runoff into the pond, an outlet that discharges stormwater out of the pond, a buffer and surrounding area that filters out nutrients, etc. These conditions are entered into Cartegraph (the City’s Asset Management software) which calculates an Overall Condition Index (OCI) for the elements. The OCI becomes important to evaluate, along with the SWAMP score, when considering which ponds need maintenance. As such, the City worked with a consultant, along with City GIS staff, to develop and implement a comprehensive stormwater pond inspection process. This involved the creation of an inspection form to quantify these factors when looking at a pond. An example of the inspection form can be found in Appendix B. Some of these factors include erosion around inlets/outlet pipes, sediment buildup around the structures, width of vegetated buffer, etc. All of this data was compiled and City staff gave certain conditions more or less weight in order to determine the OCI. It should be noted that SWAMP only calculates a score for wet ponds, and not other types of stormwater BMPs that do not hold water, such as infiltration basins, check dams, raingardens, iron enhanced sand filters, etc. These types of BMP’s are still inspected and given an OCI, however they cannot be compared relative to its SWAMP score. As such, this maintenance plan is only intended to address the wet ponds in the City. The City had not ever undertaken a comprehensive survey such as this, and some basins had not been inspected in several years. Since the City is required, per its MS4 permit, to survey 20% of the ponds each year, the City will use that number as the minimum number each year when planning for pond surveys, and not complete the comprehensive surveys of all of the ponds each year. The process for selecting basins for surveying and inspection shall follow the general guidance listed below: 1. Ponds with incomplete and/or unknown data such as avg. depth, construction dates, etc. 2. Ponds with low SWAMP scores. 3. Ponds which are adjacent to upcoming construction projects. 4. Ponds which treat stormwater tributary to a water body that has an approved Total Maximum Daily Load (TMDL) requirement and/or are impaired. 5. Ponds that show symptoms of WQ issues, such as the presence of algae/duckweed. 33 Stormwater Pond Management Plan October 2020 Page 5 Pond Evaluation The City will use both the SWAMP score and the OCI score, along with a number of other factors, such as maintenance cost, receiving water body, etc. to prioritize which ponds will need maintenance. The table below shows the 20 ponds that have the lowest Inspected OCI/SWAMP score, along with an initial proposal about how that pond will be addressed. These 20 ponds can also be seen on the map in Appendix C. Using historical pond survey data, the City can identify inspection and maintenance needs based on the following criteria: If a basin has an Inspected OCI/SWAMP score of less than 40 or observed quality issues: Basin ID Inspected OCI/SWAMP TASK LS-P3.16 20.09 Include cleanout as part of RPBCWD Upper Riley Creek Restoration, 2022 Lotus Lake 1-2-2 20.11 Prepare Pond Feasibility Memo, 2021 LR-P1.2 25.36 Confirm whether public or private, verify sediment depths Minnewashta 5-8-1 28.05 Being addressed with Minnewashta Pkwy project (20-02) LL-P7.3B 28.72 Prepare Pond Feasibility Memo, 2021 Minnewashta 5-7-1 29.62 Being addressed with Minnewashta Pkwy project (20-02) BC-P4.5C 31.25 Prepare Pond Feasibility Memo, 2021 BC-P1.13C 31.41 Prepare Pond Feasibility Memo, 2021 LL-P6.7 31.83 Prepare Pond Feasibility Memo, 2021 (Include ditch just to the north) MC-P4.2A 32.19 Prepare Pond Feasibility Memo, 2022 LM-P1.2 33.76 Prepare Pond Feasibility Memo, 2022 (include larger drainage study) RM-P4.9 33.79 Prepare Pond Feasibility Memo, 2022 Lotus Lake 7-1-1 36.34 Prepare Pond Feasibility Memo, 2022 Minnehaha 1-5-1 37.28 Prepare Pond Feasibility Memo, 2022 Lake Lucy 2-14-1 37.67 Include cleanout as part of Lake Lucy MSA (20-03), 2022 LM-P1.10 38.38 Prepare Pond Feasibility Memo, 2023 LU-P5.6 38.43 Update data based on recent WWTP project LR-P2.1 38.56 Include cleanout as part of neighborhood road rehab, 2025 CL-P1.13 39.28 Include cleanout as part of Cranes Vineyard Channel restoration project, 2024 Lotus Lake 1-20-1 39.76 Prepare Pond Feasibility Memo, 2023 34 Stormwater Pond Management Plan October 2020 Page 6 A pond feasibility memorandum should be completed. This memorandum should outline maintenance and/or improvement options based on the identified deficiencies and treatment goals for the basin. In addition, background information should be investigated at this time to provide further detail on any potential maintenance. Material quantities would be estimated at this time for construction and budget planning. These feasibility memorandums are typically completed by consultants and generally can cost approximately $10,000 each. o Once the feasibility memorandum is completed, the City can budget and schedule the maintenance and construction activities. o This should include collection of sediment samples in accordance with MPCA Guidance “Managing Stormwater Sediment Best Management Practices” to identify material disposal requirements. Contaminated material can have a significant impact on the project budget, so sampling should be completed as soon as the basin is identified for dredge maintenance. If a basin has an Inspected OCI/SWAMP score greater than 80: The City will likely take no immediate action and continue to monitor the basin per the MS4 permit requirements. If a basin has an Inspected OCI/SWAMP score between 40 and 80: The basin may need to be resurveyed the in the next few years to reevaluate maintenance needs. Pond feasibility memorandums are highly recommended before pursuing cleanout operations for ponds identified for maintenance. These memorandums identify permitting requirements, access issues or needs related to clean-out, and potential inlet and outlet improvements. Also included is a review of historical data, a field inspection of the basin and bathymetric survey, and updating the SWAMP application to reflect the survey. Pond feasibility memorandums identify a tailored cleanout plan for each pond to restore optimal treatment efficiency, rather than maximum efficiency. Significant cost reductions occur when a pond is identified for a partial cleanout (i.e. inlet dredging) rather than a full pond cleanout. A partial cleanout has been found to be effective in achieving stormwater treatment goals while simultaneously reducing excavation costs. For example, a pond may be cleaned so that it returns to 80% functionality for half the cost it would take to return to 85% functionality, saving the City a significant amount of money. 35 Stormwater Pond Management Plan October 2020 Page 7 If a pond’s overall functionality is adjusted during maintenance operations, SWAMP is also updated so that the program calculations are adjusted according to these changes. SWAMP recalculates the stormwater treatment capacity of the basin so that the program returns an accurate SWAMP score. Construction Methods There are a number of construction methods to actually perform a pond cleanout. The most common method is a winter cleanout. This involves waiting until the water in the pond and the surrounding ground has frozen. The ice is broken into chunks and removed from the pond. The sediment is then excavated out of the pond and disposed of. The ice is put back into the pond, where it will melt in the spring. Another method involves pumping the liquid water from the pond into a temporary holding area (usually a truck with a tank). The water is drained and returned to the pond leaving behind the sediment for disposal. Another method is dredging sediment directly out of the pond with limited or no dewatering at all. All of these methods have inherent challenges and the same method is not always the best method based on the specific pond. The pond feasibility memorandum will evaluate the most cost effective sediment removal method. Note that disposal costs of dredged material can vary significantly if testing shows contamination of the sediment. BMP Retrofits When ponds and other BMPs are no longer meeting their designed objectives, retrofits may be considered as opposed to complete replacement of the BMP. Many retrofits are needed or designed based on changing regulatory conditions. BMPs constructed before 2013 were typically designed based on the TP-40 rainfall standards. In 2013, NOAA released the Atlas-14 rainfall data for the state of Minnesota. The Atlas-14 data predicted over a 1.0-inch increase in precipitation depth for the modeled 100-year event in many areas, therefore BMPs constructed before 2013 may be undersized for flood prevention based on current rainfall modeling. Retrofitting of a BMP may also be desired if the BMP cannot achieve adequate WQ treatment performance based on updated thresholds, which in some cases have become more stringent overtime. The following are three examples of common BMP retrofit options that are often considered. Outlet Control Structures (OCS) o Outlet control structures are engineered devices that help to control water level and outflow rate of water discharging from the BMP. Modifications to these structures can many times improve treatment provided by the BMP. These structures typically have openings of varying sizes that can be easily modified. Outlet control structures can also contain skimmer designs for preventing floating and settling debris from continuing downstream. 36 Stormwater Pond Management Plan October 2020 Page 8 Pretreatment o Pretreatment structures are BMPs designed to catch and settle stormwater particulates and pollutants prior to discharge into the primary BMP. These systems are often small and require frequent maintenance. They are intended to extend the functional life of the downstream BMP and provide easier maintenance. Examples of pretreatment include, but are not limited to, pond forebays, sumps, a SAFL Baffle, and hydrodynamic separators. Filtration/Biofiltration o In areas where soils, ground water, contamination, or bedrock prohibit infiltration, filtration or biofiltration BMPs should be considered. Filtration BMPs function primarily as a rate control and water treatment structure and are not intended for volume reduction. Stormwater is temporarily retained within the BMP, then filtered through a filter media. It is then collected in perforated drain tile beneath the media and discharged back into the storm sewer system. Many permitting agencies consider this as treating less than 100 percent of the pollutants contained within the filtered volume. Filtration benches or areas can be added to ponds if conditions are appropriate to retrofit a pond. Iron Enhanced Sand Filtration (IESF) is another tool that can be utilized if a higher level of WQ treatment is desired or required. Funding Sources and Estimated Costs Currently, the City’s Capital Improvement Plan (CIP) has two different funding sources for annual stormwater maintenance. The first is CIP Project # SWMP-032, Stormwater Pond Improvements. This program has $300,000 budgeted per year and is intended to provide inspection and cleaning of the City’s stormwater ponds. This work may include sediment removal, placement of blanket, rip-rap, or other erosion control BMPs, vegetation management and assessment, and repair and replacement of inlet and outlet structures. The second funding source is CIP Project # SWMP-045, Storm Water Infrastructure Maintenance/Replacement. This program has $50,000 budgeted per year and is an annual maintenance budget intended to maintain or replace failing or deficient public storm water infrastructure. In some instances public works staff can complete the work in house and pay for materials out of this fund, in other instances a contractor may be needed to complete the work. The SWAMP program allows for budgeting and cost estimation for pond cleanout projects. Using a minimum excavation cost of $10,000 per pond, and an estimated excavation cost of $30 per cubic-yard, the current estimation of the most immediate needs (i.e the ponds that SWAMP say should be cleaned out in 2020 or are past due for a cleanout) is $5,400,000. With the current budget of $300,000 per year for pond clean out projects, it would take approximately 18 years to clean these ponds. In addition to pond clean outs, more minor stormwater improvements frequently need to be made to the infrastructure associated with the ponds. This includes, but is 37 Stormwater Pond Management Plan October 2020 Page 9 not limited to, inlet/outlet repair, regrading of pond slopes and berms, rip-rap placement, etc. Using $10,000 as an average cost of these improvements, and the assumption that any infrastructure with an inspected OCI below 80 will require maintenance, an additional $1,300,000 dollars is needed to complete these improvements. With the current budget of $50,000 per year for these improvements, it would take approximately 26 years to complete these improvements. Another potential for increased costs is contaminated sediment. Before a pond cleanout is performed, the sediment will be tested to see if certain factors exceed state standards for re-use. If contaminants are detected, the sediment will have to be deposited into a landfill that is designed to handle it. It often costs considerably more to deposit contaminated sediment at such a landfill, however even more significant fines or penalties can be assessed to the City if the materials are not deposited property. Next Steps City staff recommends the following steps: Task By Whom By When Approx. Cost 1. Complete pond feasibility memorandums for the top 5 priority ponds City staff and Consultant January 2021 $50,000 2. Contract for pond maintenance for as many ponds of the 5 that will fit in the 2021 budget City staff and Contractor March 2021 $250,000 3. Adjust long term annual funding to account for the needs identified in this Plan City Council December 2021 $6,500,000 4. Update SWAMP and Cartegraph data City Staff Annually n/a 5. Educate and enforce erosion/sediment control practices City Staff Continuous n/a 6. Repeat Tasks 1 and 2 City Staff Annually tbd 38 Stormwater Pond Management Plan October 2020 Page 10 APPENDIX A Stormwater Ponds in the City 39 ST101 ST117 ST101 ST101 ST17 ST62 ST82 ST61 ST18 ST10 ST15 ST15 ST1 ST14 ST17 ST10 ST18 ST14 ST17 ST14 ST69 ST61 ST61 LL-P6.3 LL-P6.2 PC-P2.2 PC-P2.1LL-P3.1PC-P1.4 PC-P1.2 PC-P1.1 LL-P6.7 LL-P10.13 LU-P3.1 LS-P3.5 LS-P3.4 LL-P10.4 LL-P10.7 LL-P1.5 LL-P4.2 LL-P4.3 CL-P1.13 CL-P1.12 CL-P1.8 CL-P1.3 MC-P4.0 CL-P1.7CL-P1.6 CL-P1.5A CL-P1.4 LU-P1.2 LU-P1.4 RM-P4.5 RM-P4.6 LR-P1.5 LR-P1.8 LS-P3.26A LS-P3.26B LS-P3.34 LS-P3.20 LS-P3.18 BC-P7.2 LU-P1.9 BC-P1.11A BC-P4.3 BC-P2.10 BC-P2.8A LM-P7.4 MC-P1.2 LM-P1.8 LM-P2.2 LM-P3.9 BC-P2.3 BC-P1.5A BC-P2.4C BC-P3.3 LH-P1.1 LL-P2.4 LS-P3.22LS-P3.21A LS-P3.21BLS-P3.24 LS-P3.35 BC-P1.10A BC-P1.7B BC-P1.7C BC-P1.10C BC-P1.10DBC-P1.5B BC-P1.6 BC-P3.1A BC-P1.5C LU-P5.15 BC-P1.11C BC-P1.13A BC-P1.11B LU-P1.11LU-P1.10 LU-P2.4 BC-P1.7A 218 LR-P1.7A LR-P1.7B ML-P2.4 RM-P5.6 LU-P5.8 RM-P5.3A BC-P3.2 LS-P3.2 BC-P1.13D BC-P1.13C BC-P1.13B BC-P3.4C BC-P3.4B BC-P4.7A BC-P4.10C BC-P4.10B LS-P2.7 LS-P3.36 BC-P4.2A BC-P4.2B LM-P5.1B LM-P5.1C LM-P5.1A LM-P8.5LM-P8.12B BC-P1.1 MC-P1.1 LM-P7.6 LL-P7.3B LL-P7.3A RM-P4.8 LS-P3.11 BC-P3.1B BC-P2.4A BC-P1.10B LM-P5.23 BC-P2.7 BC-P2.9B BC-P2.9A LS-P3.31 LS-P3.6 LS-P3.9 RM-P4.9RM-P3.2A RM-P3.2CRM-P3.3A RM-P3.3B LS-P1.1 RM-P1.4ALH-P1.5A BC-P5.9 BC-P5.8 BC-P7.1A BC-P7.1B BC-P7.1F LR-P4.10 LU-P2.5 LR-P1.9ALR-P1.9B BC-P4.7B 219 BC-P1.10E LOM-P1.13C LOM-P1.13BLOM-P1.13A BC-P6.18 BC-P7.1C BC-P7.1E BC-P6.19 BC-P7.4 BC-P8.1 LR-P4.5A LR-P4.5B BC-P5.13 LR-P2.1 BC-P2.8B BC-P1.10G LM-P1.1 MC-P2.7A MC-P2.7BMC-P2.6 LM-P8.9 LM-P8.10 MC-P3.2 BC-P2.4B BC-P1.10F C1-P1.9 BC-P4.5C CL-P1.5B BC-P2.8C BC-P2.9C LM-P1.10 MC-P4.2A BC-P3.4A LS-P3.16 RM-PL.4 RM-P1.7 LH-P1.2 LS-P2.2 BC-P6.7A BC-P6.7B BC-P6.6A BC-P6.6B LS-P5.11 BC-P5.1A BC-P5.1B BC-P5.6A LR-P1.4B LR-P1.4A LR-P1.4C LH-P1.5B BD-P5.12 LS-P1.3 RM-P2.1 BC-P4.5A BC-P4.5B BC-P4.7C RM-P1.4B LR-P1.1 BC-P5.6B BC-P4.11ABC-P4.11B LR-P1.2 LM-P1.2 LU-P5.4 LU-P5.6 LM-P1.3 BC-P1.5 LU-P5.3 Rice Marsh 1-11-1 61 Bluff Creek 8-1-2 Bluff Creek 8-1-1 Bluff Creek 8-9-1 Bluff Creek 8-9-2 Bluff Creek 8-8-1 Minnehaha 2-8-1 68 Minnewashta 5-10-1 Minnehaha 2-9-1 9394 Bluff Creek 8-9-3 109110 Bluff Creek 4-11-1 121 123 124 125 126 128129131 132 133 134 136 141 148 149 150 151 154 155 156 157 Christmas Lake 3-2-1 BC-P271 Rice Marsh 4-3-1 Lake Lucy 2-4-1 Rice Marsh 1-2-1 Minnewashta 5-12-1 Lake Susan 3-5-1 Lake Susan 3-4-1 158159 160 161 162164 165 166 168169 175 176177 170171 178 179 180 181 182 183 184 186 Bluff Creek 2-10-1 187 188 189 190 191 192 193 Minnewashta 5-2-1 194BC-P2.2 Bluff Creek 5-2-1 195 196 Bluff Creek 2-0-1 Lake Minn 3-8-1 Silver Lake 1-3-1 197198 199 200 201 Minnewashta 2-12-1 Lake Lucy 2-12-1 Lake Lucy 2-14-1 Mitchell Lake 2-1-1 Minnehaha 1-3-1 Minnehaha 2-8-2 Minnewashta 5-11-1 Bluff Creek 8-12-1 Bluff Creek 5-1-1 Minnehaha 2-3-B-2 202 Lake Susan 2-8-1 Lake Lucy 2-18-1 Lake Lucy 2-9-1 Lotus Lake 1-17-1 Minnehaha 1-5-1 Minnewashta 5-7-1 Minnehaha 2-4-1 Mitchell Lake 2-1-3 Rice Marsh 5-1-1 Minnewashta 3-4-1 204 203 Lower Minn 1-1-1 Bluff Creek 9-1-1 Bluff Creek 9-2-1 Lake Susan 3-1-1 Lotus Lake 1-2-1Lotus Lake 1-2-2 Lotus Lake 1-2-3Lotus Lake 1-1-1 Lotus Lake 1-20-1 Minnehaha 1-2-1 205 206 207 Bluff Creek 8-7-1 Bluff Creek 8-6-1 209 Christmas Lake 2-6-1 Bluff Creek 2-1-3 Bluff Creek 2-1-1 Minnehaha 2-3-B-1 Minnewashta 5-8-1 Minnewashta 5-6-1 Minneawashta 1-11-1 Bluff Creek 2-8-1 LM-P1.11 213 Lake Lucy 2-8-1 Bluff Creek 2-14-1 MC-P4.3 Lotus Lake 1-26-1 Lotus Lake 7-1-1 Lotus Lake 5-1-1 Lotus Lake 1-21-1 Lotus Lake 1-21-2 LL-P1.6 Lake Riley 3-1-3 Lake Susan 5-11-1 Rice Marsh 1-8-1 Lake Riley 3-1-2 Lake Riley 1-5-2 Lake Riley 3-1-4 Lake Riley 3-8-1 Rice Marsh 4-1-1 Bluff Creek 8-3-1 Bluff Creek 6-4-1 Lake Susan 2-2-1 Rice Marsh 1-7-1 Lake Susan 2-11-1 Hazeltine 4-1-2 Bluff Creek 9-28-1 Lake Riley 1-5-1 Hazeltine 4-1-1 Lake Riley 1-3-1 Bluff Creek 9-8-1 Lake Riley 2-4-1 Lake Susan 2-5-1 LM-P5.13 Lake Riley 3-1-1 214 211 212 215 216 217 220 Minnewashta 1-22-1 +,212 ?A@41 ?A@41 ?A@7 ?A@7 ?A@101 ?A@5 ?A@41 ?A@41 ?A@5 ?A@5 Storm Basins Parks Rivers Lakes Railroad 0 3,000 6,000 Feet City of Chanhassen Storm Ponds 40 Stormwater Pond Management Plan October 2020 Page 11 APPENDIX B Inspection Form 41 Storm Inlet/Outlet/Manhole Inspection Form A. Submerged (weight 0) a. No b. Yes, still visible c. Yes, not inspected B. Erosion Around Structure (weight 3) a. None b. Minor c. Severe C. Physical Damage to Pipe (weight 5) a. None b. Minor c. Severe D. Debris in structure (weight 3) a. Clear b. Partially obstructed c. Mostly blocked E. Vegetative Setting Relative to Structure (weight 2) a. No vegetation b. Shrubs c. Reeds d. Grass e. Trees F. Vegetation Impeding Flow (weight 4) a. None b. Minor c. Severe G. Sediment Buildup Near Structure (weight 5) a. 0% b. 25% c. 50% d. 75% e. 100% H. Visible Flow in Structure (weight 0) a. Yes b. No I. Water Height From Invert (weight 0) a. 100% b. 75% c. 50% d. 25% e. 0% J. Illicit Discharge Inspection Required? (weight 0) a. No b. Yes 42 Stormwater Pond Management Plan October 2020 Page 12 APPENDIX C Lowest Scoring 20 Ponds 43 Storm Basin Inspection Form A. Pond Slope Erosion (weight 3) a. None b. Minor c. Severe B. Minimum width of vegetated buffer (weight 1) a. Greater than 50ft b. 30ft-50ft c. 15ft-29ft d. Less than 15ft C. Quality of Vegetated Buffer (weight 2) a. High b. Medium c. Poor D. Percent of Pond Vegetation (weight 0) a. 0% b. 25% c. 50% d. 75% e. 100% E. Sediment Buildup in Pond (weight 5) a. None b. Minor c. Severe F. Description of Flow in Pond (weight 0) a. Substantial b. Trickle c. Moderate d. None G. Noxious Weeds (weight 0) a. Yes b. No 44 ST101 ST117 ST101 ST101 ST17 ST62 ST82 ST61 ST18 ST10 ST15 ST15 ST1 ST14 ST17 ST10 ST18 ST14 ST17 ST14 ST69 ST61 ST61 +,2 1 2 +,2 1 2 +,212 +,212 +,2 1 2 +,212 +,212 ?A@41 ?A@7 ?A@7 ?A@41 ?A@101 ?A@5 ?A@41 ?A@41 ?A@5 ?A@5 ?A@41 ?A@7 ?A@7 ?A@101 ?A@41 ?A@5 ?A@41 ?A@41 ?A@5 ?A@5 0 3,000 6,000 Feet Storm Basins (Bottom 20) Bottom 20 Ponds Bottom 20 Ponds Parks Rivers Lakes Railroad City Boundary City of Chanhassen Lowest 20 Rated Ponds 45 City Council Item August 10, 2026 Item Future Work Session Schedule File No.Item No: A.4 Agenda Section 5:30 P.M. - WORK SESSION Prepared By Laurie Hokkanen, City Manager Reviewed By Laurie Hokkanen SUGGESTED ACTION N/A Motion Type N/A Strategic Priority N/A SUMMARY August 31, 2026 Avienda Development discussion Review early draft of 2027 General Fund Budget & Levy Great Plains and 5 (by Holiday) project discussion September 14, 2026 Presentation of Preliminary 2027 Levy and Gov Fund Budgets; 2027-2031 Gov Fund CIP September 28, 2026 Discuss outdoor storage of recreational vehicles October 26, 2026 Presentation of Capital Fund Budgets and 2027-2031 CIP November 9, 2026 46 Presentation of Preliminary 2027 Utility Fund Budgets and 2027-2031 Utility Fund CIP November 23, 2026 Final Review of Proposed 2027 Levy, Budgets, and CIP for all funds BACKGROUND Staff or the City Council may suggest topics for work sessions. Dates are tentative until the meeting agenda is published. Work sessions are typically held at 5:30 pm in conjunction with the regular City Council meeting, but may be scheduled for other times as needed. The public is invited and welcome to listen to the presentations and discussion, but public comment is not taken at work sessions. DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS 47 City Council Item August 10, 2026 Item Celebrate Northern Lights Awards received from MAGC for Communications File No.Item No: C.1 Agenda Section PUBLIC ANNOUNCEMENTS Prepared By Matt Unmacht, Assistant City Manager Reviewed By SUGGESTED ACTION N/A Motion Type N/A Strategic Priority Communications SUMMARY The Northern Lights Contest, conducted annually by the Minnesota Association of Government Communicators (MAGC), recognizes outstanding work in Minnesota's government, educational, and nonprofit communications. At the annual MAGC Conference on July 15th, 2026, the City of Chanhassen Communications team was awarded six Northern Lights awards. Those awards were: Gold Award for Video by Governmental Entities, Community Interest Video, for the "Longacres Neighborhood Helps Chanhassen Fire Department Collect Toys" video Gold Award for Video by Governmental Entities, Interview, Talk Show or News Magazine for "The Chan Check-In" Silver Award for Publications, Electronic or Print, Newsletter or Magazine for The Chanhassen Connection Silver Award for Video by Governmental Entities, Video Campaign or Series for "The Recycler" Silver Award for Plans and Projects, Special Event for the city's communications campaign on behalf of the new City Hall public open house in November 2025 48 More info on MAGC, the awarding organization: https://magconline.org/ BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS 49 City Council Item August 10, 2026 Item Invitation to Community Day at Chanhassen Recreation Center File No.Item No: C.2 Agenda Section PUBLIC ANNOUNCEMENTS Prepared By Jodi Sarles, Recreation Center Manager Reviewed By SUGGESTED ACTION N/A Motion Type N/A Strategic Priority Operational Excellence SUMMARY Chanhassen Community Day will be held Saturday, August 15, at the Recreation Center, with free activities offered 9:00 a.m. to 12:00 p.m. and free admission all day. The event includes try-it classes, kids sports and craft stations, a Community Shred Event, a Hockey Shot Speed Challenge sponsored by Chaska Chanhassen Hockey Association, Chanhassen Library is bringing their Story Walk, and a Touch-a-Truck experience featuring the Chanhassen Fire Department, Carver County Sheriff's Office, Ridgeview paramedic, Parks and Recreation, Public Works, and SW Prime. This day offers residents an opportunity to explore city programs, meet community partners, and connect with neighbors. A full schedule is available at chanhassenmn.gov/communityday. Special thanks to all participating agencies and partners for their support in making this event possible. BACKGROUND 50 DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS Community Day Flyer 51 Saturday, August 15 9 AM to 12 PM Chanhassen Community Day Come down to the Rec Center for Community Day—a free day to explore your local community center, sample programs, meet instructors and more! Scan the QR code or visit Chanhassen.info/chanhassen-community-day for more details and a full list of activities! 52 City Council Item August 10, 2026 Item Approve City Council Meeting Minutes dated July 13, 2026 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 July 13, 2026." 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 July 13, 2026. 53 ATTACHMENTS City Council Meeting minutes dated July 13, 2026 54 CHANHASSEN CITY COUNCIL REGULAR MEETING MINUTES JULY 13, 2026 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 von Oven, Councilmember Schubert, and Councilmember Kimber COUNCIL MEMBERS ABSENT: None. STAFF PRESENT: Laurie Hokkanen, City Manager; Matt Unmacht, Assistant City Manager; Eric Maass, Community Development Director; Charlie Howley, Public Works Director/City Engineer; Jerry Ruegemer, Parks and Recreation Director; Patrick Gavin, Communications Manager PUBLIC PRESENT: Balakrishna Chintaginjala,8982 Southwest Village Loop Judy Harder, 541 West 78th Street PUBLIC ANNOUNCEMENTS: 1. Proclamation Designating July 14th, 2026 as Charlie Siegle Day Mayor Ryan thanked Charlie Siegle for his service to Chanhassen in various roles over 36 years. CONSENT AGENDA: Councilmember McDonald moved, Councilmember Kimber seconded that the City Council approve the following consent agenda items 1 through 24 pursuant to the City Manager’s recommendations: 1. Approve City Council Minutes dated June 22, 2026 2. Approve City Council Work Session Minutes dated June 22, 2026 3. Approve City Council Special Work Session Minutes dated June 29, 2026 4. Receive Park and Recreation Commission Special Work Session Minutes dated May 22, 2026 5. Receive Park and Recreation Commission Special Work Session Minutes dated June 5, 2026 6. Receive Park and Recreation Commission Minutes dated May 26, 2026 55 City Council Minutes – July 13, 2026 2 7. Receive Commission on Aging Minutes dated May 15, 2026 8. Receive Planning Commission Minutes dated June 2, 2026 9. Approve Claims Paid dated July 13, 2026 10. Approve a Site Plan Agreement for the Construction of a 12-unit and a 16-unit Apartment located at 621 Santa Vera Drive 11. Approve a Massage Therapy Business License for Liora Nails and Spa located at 500 West 79th Street, Suite 100 12. Approve an Encroachment Agreement between the City of Chanhassen and the property owner at 9280 Eagle Ridge Road (Lot 1, Block 3, Foxwood) 13. Approve an Encroachment Agreement between the City of Chanhassen and the property owner at 1340 Heather Court (Lot 9, Block 3, Willowridge) 14. Approve an Encroachment Agreement between the City of Chanhassen and the property owner at 8581 Flamingo Drive (Lot 8, Block 1, Lake Susan Hills West 5th Addition) 15. Award Design Contract for Bluff Creek Drive Rehabilitation Project (27-03) 16. Approve Purchase for Playground Equipment Replacement for Stone Creek Park 17. Award Professional Service Agreement for the 2026 Annual Pavement Inspection and Condition Rating Services 18. Update Data Practices Policy 19. Resolution 2026-56: Appoint Election Judges for State Primary and General Elections and Approve Rates of Pay 20. Resolution 2026-57: Accept State Fire Marshal Division Gear Washer/Extractor Program Grant and Authorize Execution of Reimbursement Agreement 21. Resolution 26-58 Amending the By-laws of the Chanhassen Firefighters Relief Association 22. Resolution 2026-59: Authorize Sanitary Sewer Agreements associated with Eden Springs Development 23. Resolution 2026-60: Call for Public Hearing to Order the Pleasant View Road Rehabilitation Project 24. Ordinance 765: Amending Chapters 10, 12, 16, and 20, Minor Code Amendment 56 City Council Minutes – July 13, 2026 3 All voted in favor, and the motion carried unanimously with a vote of 5 to 0. VISITOR PRESENTATIONS. 1. Balakrishna Chintaginjala Citizen Action Request Balakrishna Chintaginjala,8982 Southwest Village Loop, reviewed the manufacturing shifts over the last forty years in the United States. He noted that countries moved manufacturing abroad to reduce costs. He discussed foreign supply chains in relation to the United States and how COVID-19 impacted these relationships. He suggested various options to make Chanhassen the city of the future. Judy Harder, 541 West 78th Street, discussed a hiking experience at Devil’s Tower. She said she wanted to give a tree tribute at 621 Santa Vera Drive. She discussed the need to increase tree cover and preserve trees. She invited them to come to Chanhassen Elementary to see different plantings. FIRE DEPARTMENT/LAW ENFORCEMENT UPDATES. None. PUBLIC HEARINGS. 1. Resolution #2026-61: Approve vacating the public Right of Way of West 94th Street Charlie Howley, Public Works Director/City Engineer, reviewed the request for vacating the public right of way of West 94th Street. He noted that the proposed vacation would be split between the adjacent property owners. The city would reserve a 6-foot public easement on either side of the split. Mayor Ryan opened the public hearing. There were no public comments. Mayor Ryan closed the public hearing. Councilmember von Oven moved, Councilmember Schubert seconded that the Chanhassen City Council approves a resolution authorizing the vacation of the West 94th Street public Right of Way as dedicated in the Plat of Bandimere Heights 2nd Addition, Carver County, Minnesota, subject to the noted conditions. All voted in favor, and the motion carried unanimously with a vote of 5 to 0. 2. Adopt Ordinance 766: Amending the 2026 Fee Schedule Laurie Hokkanen, City Manager, reviewed the proposed amendments to the 2026 Fee Schedule to update burn permit fees and add fees for Emergency Radio Responder Coverage. 57 City Council Minutes – July 13, 2026 4 Councilmember Kimber moved, Councilmember McDonald seconded that the Chanhassen City Council Adopts Ordinance 766: Amending the 2026 Fee Schedule, and approves the summary ordinance for publication. All voted in favor, and the motion carried unanimously with a vote of 5 to 0. GENERAL BUSINESS. None. COUNCIL PRESENTATIONS. Councilmember Schubert recognized the tragedy that occurred on July 4th, and she thanked the First Responders who assisted. She noted that she received positive feedback for the three-day event over the 4th of July weekend. Mayor Ryan thanked all the City Staff who put in work for the community events. ADMINISTRATIVE PRESENTATIONS. None. CORRESPONDENCE DISCUSSION. 1. Communications Quarterly Report 2. 2026 Economic Development Activity Report, Second Quarter Councilmember Schubert moved, Councilmember von Oven 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 7:31 p.m. Submitted by Laurie Hokkanen City Manager Prepared by Jenny Potter City Clerk 58 City Council Item August 10, 2026 Item Approve City Council Work Session Meeting Minutes dated July 13, 2026 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 Meeting minutes dated July 13, 2026." 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 Meeting minutes dated July 13, 2026. 59 ATTACHMENTS City Council Work Session Meeting minutes dated July 13, 2026 60 City Council Work Session Minutes – July 13, 2026 1 CHANHASSEN CITY COUNCIL WORK SESSION MINUTES July 13, 2026 Mayor Ryan called the work session to order at 5:30 P.M. COUNCIL MEMBERS PRESENT: Mayor Ryan, Councilmember McDonald, Councilmember Kimber, Councilmember Schubert, Councilmember von Oven COUNCIL MEMBERS ABSENT: STAFF PRESENT: Laurie Hokkanen, City Manager; Matt Unmacht, Assistant City Manager; Charlie Howley, Public Works Director/City Engineer; Eric Maass, Community Development Director; Kelly Ginnell, Finance Director; Andrew Heger, Fire Chief; Patrick Gavin, Communications Manager; Jerry Ruegemer, Park & Recreation Director PUBLIC PRESENT: Chanhassen Community Center Discussion Members of the project team, including BKV Group, RJM Construction and Sports Facilities Companies attended to present design options and review the budget. The project team presented a revised base project cost of approximately $80.9 million for the 183,850-square-foot facility. The figures include construction, land, design and engineering, furniture, fixtures and equipment and a $2.4 million construction contingency. The revised base design also restores the larger second-floor terrace outside the community rooms. City Council members expressed support for moving forward with a project budget of up to $82.5 million. That amount would include operable partitions in the dance studio and party room, a wood gym floor, an interior connection walkway in Ice Arena 1, a service elevator, a rubber sports surface on the walking track and the higher-end motorized Skyfold partition in the community rooms rather than the Modernfold option. The budget also carries a $575,000 allowance for additional fireproofing at the arena and field house roof structures if it is required through the ongoing code review. Kelly Grinnell, Finance Director, presented an updated financing approach that was central to the council’s willingness to consider a budget above the previously discussed $80 million figure. The proposed funding plan includes approximately $2.5 million in park dedication fees, $40 million in 20-year local option sales tax bonds and taxable Economic Development Authority lease revenue bonds for the remaining amount. By extending the lease revenue bonds from 20 to 30 years, the city can accommodate the higher project cost without increasing the property tax impact previously projected for residents. The plan does not eliminate the property tax contribution anticipated for 61 City Council Work Session Minutes – July 13, 2026 2 the center. Rather, it keeps the estimated impact for a $600,000 home at approximately $17 per month. Ms. Grinnell also reported that the half-percent local sales tax generated more than $3 million during its first year, exceeding projections and potentially allowing the sales tax bonds to be repaid approximately two-and-a-half years early. The financing projection continues to assume approximately $10 million over 30 years from the future sale of the existing Recreation Center, a partnership with a school or hockey organization and naming rights. The $2.5 million awarded through the state bonding bill is also not currently included in the financing plan while staff determines whether the requirements associated with accepting the funding would create additional project costs. The City Council did not direct staff to include the Tier 2 alternates in the current project framework. Those items include a roof over the community room terrace, radiant heating for Ice Arena 1 spectator area, enhanced exterior precast finishes and an entry marquee. The larger terrace itself remains included, but the additional roof over it does not. A second Zamboni and parking entrance monument sign could be considered later, while a geothermal system would require a separate future decision. If the additional roof-structure fireproofing is not required, the project cost would decrease rather than automatically redirecting the money to other alternates. City Council members reached a general consensus supporting the $82.5 million project framework. Staff and the project team will return Aug. 10 with a comprehensive project and award recommendation, including proposed subcontractor awards that must be approved at that meeting to preserve the current bids. If approved, subcontract negotiations, site mobilization, a groundbreaking ceremony and initial construction work would begin in August, with substantial completion anticipated in summer 2028. City Council Roundtable Tree Farm and Heritage Tree Ordinance The City Council discussed a request from the Earhart family to reconsider how the city’s tree preservation requirements would apply to the tree nursery on their property if the remaining land is developed. City Staff explained that the recently adopted Heritage Tree Ordinance establishes additional regulations for trees measuring at least 25 inches in diameter, but that provision does not affect trees actively managed as nursery stock as they would not grow to that size. A separate ordinance change lowered the threshold for significant trees from 12 inches to 5 inches, meaning trees of that size would need to be inventoried when a subdivision application is submitted and could count toward canopy preservation and replacement requirements if removed. The City Council discussed whether the city should establish an exemption for certified tree farms. City Staff noted that the property’s existing conceptual development plan could be used to identify trees located within future roads or building areas and relocate them to portions of the property expected to remain undisturbed. Staff could also explore a planned unit development if the eventual project presents circumstances warranting flexibility. The City Council ultimately agreed 62 City Council Work Session Minutes – July 13, 2026 3 that a citywide ordinance amendment was not necessary for this individual property and supported continued communication between staff and the landowner to address the issue through future development planning. Recreational Vehicle Storage in Residential Driveways The City Council discussed a resident request to allow recreational vehicles to be stored in residential driveways. When the city last reviewed its residential storage regulations, it allowed certain trailers and boats to remain in driveways but did not extend the same allowance to recreational vehicles. Several City Council members said they did not see a meaningful reason to treat the two categories differently and expressed support for reconsidering the restriction. They supported moving the request forward for a more detailed review and potential ordinance amendment. That future discussion will address specific requirements such as vehicle length, seasonal or time restrictions and other standards governing where and how recreational vehicles could be stored. Fire Services Task Force The City Council supported developing a Fire Services Task Force to help plan for the Chanhassen Fire Department’s future staffing, facilities and financial needs. Mayor Elise Ryan said the city has increasingly discussed those issues during the past year, but the scope and long-term cost require more sustained analysis than can be accomplished through periodic council work sessions. The task force would likely meet monthly and develop short- and long-term recommendations that could later be brought to the full council for more focused discussion and decisions. The City Council emphasized the value of involving residents and other outside perspectives, drawing comparisons to the community-based process used for the city’s parks task force. The group would also help participants better understand fire service standards, response expectations and potential alternative service models. City Staff will further develop the task force’s scope, membership and meeting structure before bringing a formal proposal back to the council. Mayor Ryan adjourned the work session at 6:57 P.M. Submitted by Laurie Hokkanen City Manager Prepared by Jenny Potter City Clerk 63 City Council Item August 10, 2026 Item Approve City Council Special Work Session Meeting Minutes dated July 8, 2026 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 City Council Special Work Session Meeting minutes dated July 8, 2026." 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 Special Work Session 64 Meeting minutes dated July 8, 2026. ATTACHMENTS City Council Special Work Session Meeting Minutes dated July 8, 2026 65 City Council Special Work Session Minutes – July 8, 2026 1 CHANHASSEN CITY COUNCIL WORK SESSION MINUTES July 8, 2026 Mayor Ryan called the work session to order at Noon. COUNCIL MEMBERS PRESENT: Mayor Ryan, Councilmember McDonald, Councilmember Kimber, Councilmember Schubert, Councilmember von Oven COUNCIL MEMBERS ABSENT: STAFF PRESENT: Laurie Hokkanen, City Manager; Matt Unmacht, Assistant City Manager; Charlie Howley, Public Works Director/City Engineer; Eric Maass, Community Development Director; Patrick Gavin, Communications Manager; Jerry Ruegemer, Park & Recreation Director PUBLIC PRESENT: Bill Katter, Hempel; Rick McKelvey, Hempel; Donja Susil, Hempel; Kevin Green Thielen & Green; Josh McKinney, Measure Group Avienda Visioning Session The development team from Avienda discussed revised concept plans to respond to council feedback by adding a stronger central gathering area near a proposed regional stormwater pond. The concept includes a 65,000-square-foot grocery store, additional retail space, potential medical office space, consolidated drive-through locations and a proposed entertainment and food district with restaurant space, public restrooms, outdoor seating and pedestrian connections. The City Council generally said the plan is moving in the right direction, particularly with the addition of a more defined gathering space and the potential removal of a previously discussed car wash from the central area. At the same time, council members said more work is needed to make sure the project better reflects the original vision for Avienda as a walkable, mixed-use destination with restaurants, retail, public gathering space and strong connections to nearby housing and the future Chanhassen Community Center. The discussion also focused on stormwater needs, parking, the number and location of drive- throughs and how the project could balance market realities with the community’s expectations for the site. The development team said the stormwater pond is a major factor in the updated layout and that the grocery store is expected to help move development forward after years of limited progress. City Council members asked the development team to further identify what could be included in an initial phase and what portions of the plan may need more discussion. They also supported holding an open house so residents can review the concept, share feedback and hear more directly from the development team before the formal approval process continues. No formal action was taken. 66 City Council Special Work Session Minutes – July 8, 2026 2 Mayor Ryan adjourned the work session at 1:10 P.M. Submitted by Laurie Hokkanen City Manager Prepared by Jenny Potter City Clerk 67 City Council Item August 10, 2026 Item Receive Environmental Commission Minutes dated June 10, 2026 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 June 10, 2026." Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS Environmental Commission Minutes dated June 10, 2026 68 Chanhassen Environmental Commission (EC) 6:00 pm June 10, 2026 Members Present: Chair Scott Grefe, Vice Chair John Stutzman, Paul Granos, Mary Humprheys, Sidney Lindmark, Paget Pengelly Members Absent: Glenn Stolar, Tanvi Akuthota Staff Present: Jamie Marsh, Environmental Resource Specialist Visitors: Kelly Olson, TurtlTracker; Katie Hachiya Call to Order The meeting was called to order at 6:02 p.m. Approval of Minutes The commissioners reviewed the minutes. Commissioner Lindmark motioned to approve the minutes, and Commissioner Humphreys seconded. Commissioner Stutzman abstained. The motion passed 5-0, and the May minutes were approved. Visitor Presentations Kelly Olson from TurtlTracker shared information about her app and their mission, and shared the issue of turtle fatalities on Galpin Boulevard between Paisley Path and Della Drive. She believes this stretch of road meets the Minnesota DNR definition of a hot spot. She is interested in learning about the environmental review process that occurred for the Galpin Boulevard planning, as well as her desire to explore cost-effective solutions to reduce the hazards to turtles. Katie Hachiya, a resident, shared that cars travel very quickly on Galpin Boulevard. Discussion Items D.1 Arbor Day Poster Contest Update Jamie Marsh, Environmental Resource Specialist, shared that the Arbor Day poster contest winner, Brynlee Schrupp, will attend the June 22 City Council meeting to be presented with her prize. Chair Grefe will attend to represent the Environmental Commission. D.2. Environmental Academy Planning Ms. Marsh shared updates from her meeting with Dustin at Carver County to discuss the Environmental Academy. The county will coordinate a tour of the Environmental Center, a visit to Dakota Prairie, and a session at ReClaim It, a building material reuse center. The Commission discussed their ideas, and will move forward with another event at Camp Fire MN, a tour of DemCon, and a learning discussion on wood waste and how Emerald Ash Borer is handled. 69 D.3 Trivia Night Planning Update Trivia Night is confirmed for July 9 at 7 p.m. at Hackamore Brewing. The Commission reviewed the questions and the tie-breaker question. The Commission signed up for different roles during trivia night. The event will be promoted through the Communications team and at the table during the 4th of July. D.4 July 3rd Business Expo: Finalize Planning The Commission planned the activities and giveaways for the Business Expo. They will have a trash-or-recycle sorting activity, prizes, and information. Commission Presentations: None. Upcoming Items and Events: None. Adjournment Commissioner Stutzman moved to adjourn the meeting, and Commissioner Pengelly seconded. The motion was carried 6-0, and the meeting adjourned at 7:23 p.m. Minutes prepared by Amy Weidman, Senior Administrative Support Specialist Minutes Submitted by Jamie Marsh, Environmental Resource Specialist 70 City Council Item August 10, 2026 Item Receive Park and Recreation Commission minutes dated June 23, 2026 File No.Item No: D.5 Agenda Section CONSENT AGENDA Prepared By Desiree Ruppert, Admin Support Specialist Reviewed By SUGGESTED ACTION "The Chanhassen City Council receives the Park and Recreation Commission minutes dated June 23, 2026." Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS 71 06.23.2026 Parks and Recreation Commission Minutes 72 CHANHASSEN PARK AND RECREATION COMMISSION REGULAR MEETING MINUTES JUNE 23, 2026 Chair Leisen called the meeting to order at 6:02 p.m. MEMBERS PRESENT: Mike Leisen, Chair; Sean Morgan; Kristin Fulkerson; Emily Nagel; Kurt Scheppmann; Zach Wittl; Erick Hanson; Clara Christenson, youth. MEMBERS ABSENT: STAFF PRESENT: Jerry Ruegemer, Park and Recreation Director; Adam Beers, Park Superintendent; Priya Wall, Recreation Manager; Luke Kegley, Recreation Supervisor; Jodi Sarles, Rec Center Manager; and Jackie Sorenson, Senior Center Coordinator. PUBLIC PRESENT: None. APPROVAL OF AGENDA: Commissioner Scheppmann moved, Commissioner Fulkerson seconded to approve the agenda as presented. All voted in favor and the motion carried unanimously with a vote of 8 to 0. PUBLIC ANNOUNCEMENTS: None. VISITOR PRESENTATIONS: None. APPROVAL OF MINUTES: 1. Approve Park & Recreation Special Work Session Meeting Minutes dated May 22, 2026 2. Approve Park & Recreation Special Work Session Meeting Minutes dated June 5, 2026 3. Approve Park & Recreation Minutes dated May 26, 2026 Commissioner Nagel moved, Commissioner Wittl seconded to approve the minutes of the Park and Recreation Commission Special Work Session Meeting Minutes dated May 22, 2026, Special Work Session Meeting dated June 5, 2026, and Regular Meeting dated May 26, 2026, as presented. All voted in favor and the motion carried unanimously with a vote of 8 to 0. GENERAL BUSINESS: 1. 4th of July Celebration Preview 73 Park and Recreation Commission Minutes – June 23, 2026 2 Priya Wall, Recreation Manager, provided an overview of the upcoming 4th of July Celebration and related events. Chair Leisen thanked staff, recognizing the large amount of work that goes into these events, and encouraged staff to reach out to members of the Commission if assistance is needed. Ms. Wall commented that there is an information tent that could benefit from staffing by the Commission. Commissioner Wittl agreed that this is a great event that his family looks forward to every year. He stated that the movie in the park event is a great idea and partnership with Xfinity. He asked if there is interest in extending the event or whether they discuss that year by year. Ms. Wall commented that there is interest in extending the partnership, but they would need to look at the cost. 2. Recommend Purchase for Playground Equipment Replacement for Stone Creek Park Jerry Ruegemer, Park and Recreation Director, reviewed the staff report and the staff recommendation to approve the 2026 Park Playground Equipment Replacement for Stone Creek Park to Northland Recreation, option two. Chair Leisen recognized the high level of support for the new options, especially option two, compared to the other options. Commissioner Christensen asked if they could add a comments box to surveys in the future that would better streamline the process. Mr. Ruegemer confirmed that they could do that. Commissioner Wittl asked how many people expressed concerns about the original proposal. Mr. Ruegemer replied that there were fewer than five complaints, but noted the concerns that were expressed with safety and inclusivity. He noted that those comments were not received until after the recommendation from the Commission, which is disappointing as the postcards were mailed well in advance of the meeting. He believed that they got to the end result, but acknowledged the extra time that was added to the process. Commissioner Wittl acknowledged the receptiveness of staff and believed that the neighborhood will end up with a great park that will work for more residents. Chair Leisen asked if there was anything they had learned from this process for the future, such as age and inclusion. Mr. Ruegemer confirmed that staff have learned from this process to be more explicit in the RFP. He provided information on the ribbon-cutting that would be announced once the project is completed. Commissioner Nagel moved, Commissioner Fulkerson seconded to approve the Park and Recreation Commission Staff’s recommendation to the City Council to approve the 2026 74 Park and Recreation Commission Minutes – June 23, 2026 3 Park Playground Equipment Replacement for Stone Creek Park to Northland Recreation, option two, in the amount of $75,000. All voted in favor and the motion carried unanimously with a vote of 8 to 0. REPORTS: 1. 2026 Memorial Day Evaluation Luke Kegley, Recreation Supervisor, provided a summary of the event details, noting that they were blessed with great weather and the event continues to be a success that is well attended by the community. He recognized the strong collaboration between city departments and the partnership with the American Legion. Chair Leisen commented that it is a beautiful location and staff does an excellent job. He asked if the event would remain in that location or whether it would be moved back in the future. Mr. Kegley stated that it is a beautiful location, but that is up for discussion in the future. 2. Recreation Center Quarterly Report Jodi Sarles, Rec Center Manager, reviewed the quarterly report, providing an overview of activity at the facility, recent events and programming. 3. Senior Center Quarterly Report Jackie Sorenson, Senior Center Coordinator, introduced herself and reviewed the quarterly report, highlighting recent events and classes. Chair Leisen welcomed Ms. Sorenson and was excited to see the fresh ideas that she would bring to the position. 4. Park Maintenance Quarterly Report Adam Beers, Park Superintendent, presented the quarterly report and highlighted information on seasonal staffing, facilities and maintenance. Chair Leisen asked for information on how the new field striping robots are working. Mr. Beers commented on how much that equipment has streamlined the operation and reduced the burden on staff. He also provided examples of how that equipment has been used for event layouts as well. COMMISSION MEMBER COMMITTEE REPORTS: 1. Civic Campus Sub-Committee Update 75 Park and Recreation Commission Minutes – June 23, 2026 4 Commissioner Nagel reported that the group met to review a draft of proposed scheduled activities for the week of August 24th, which will be shared with the City Manager for feedback. The Sub-Committee recommends holding activities the week of August 24th to avoid the start of school; activities should be grouped by day or theme; any programming with a large musical component should be postponed to 2027; and tabling the pickleball tournament. Ms. Wall agreed, noting that they did not want to schedule large-scale events when the availability of amenities is not yet known. Commissioner Nagel stated that the Sub-Committee would like one additional member and welcomed any Commission members who may be interested. Commissioner Christenson stated that they will continue to work on themes and build interest in the activities. Commissioner Nagel asked if the fencing would be removed from the playground once the poured-in-place surfacing is completed so that the park could be used before the ribbon-cutting. Mr. Ruegemer confirmed that the plan is to remove the fence once the surfacing is completed. He noted that a ribbon-cutting can occur at a later date. He also noted that while the Fourth of July was the target date, he is unsure if they will hit that mark. COMMISSION MEMBER PRESENTATIONS: Commissioner Morgan asked if there is an update on the Lake Ann Park Preserve. Mr. Ruegemer stated that they are making progress, as the contractor is motivated to complete the project. He stated that the progress is moving on schedule and noted that he could share some photos. He stated that the Commission could do a tour in July prior to the regular meeting. ADMINISTRATIVE PRESENTATIONS: None. ADJOURNMENT: Commissioner Morgan moved, Commissioner Fulkerson seconded to adjourn the meeting. All voted in favor and the motion carried unanimously with a vote of 8 to 0. The Park and Recreation Commission meeting was adjourned at 7:00 p.m. Submitted by Jerry Ruegemer Park and Recreation Director 76 City Council Item August 10, 2026 Item Approve Claims Paid dated August 10, 2026 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 August 10, 2026." Motion Type Simple Majority Vote of members present Strategic Priority Financial Sustainability SUMMARY BACKGROUND DISCUSSION The following claims are submitted for review and approval on August 10, 2026: Total Claims $3,540,418.56 BUDGET RECOMMENDATION 77 ATTACHMENTS Payment Summary Payment Detail 78 Accounts Payable Checks by Date - Summary Vendor Name Check Date Void Checks Check Amount 8170 UPLAND LLC 07/08/2026 0.00 52.11 8170 UPLAND LLC 07/08/2026 0.00 1,250.45 ALL AMERICAN TITLE COMPANY LLC 07/08/2026 0.00 45.14 BURNET TITLE 07/08/2026 0.00 82.57 BURNET TITLE 07/08/2026 0.00 80.25 CCP NI MASTER TENANT 4 LLC 07/08/2026 0.00 30,299.52 CenturyLink 07/08/2026 0.00 64.00 CENTURYLINK 07/08/2026 0.00 31.21 CLOSING HUB 07/08/2026 0.00 89.19 EDINA REALTY TITLE 07/08/2026 0.00 42.28 EXECUTIVE TITLE OF MINNESOTA 07/08/2026 0.00 54.40 EXECUTIVE TITLE OF MN 07/08/2026 0.00 191.57 FIDELITY NATIONAL TITLE INSURANCE COMPANY 07/08/2026 0.00 56.25 FIRST AMERICAN TITLE INSURANCE COMPANY 07/08/2026 0.00 47.00 FIRST AMERICAN TITLE INSURANCE COMPANY 07/08/2026 0.00 13.02 FIRST AMERICAN TITLE INSURANCE COMPANY 07/08/2026 0.00 72.79 FIRST AMERICAN TITLE INSURANCE COMPANY 07/08/2026 0.00 44.10 FLEX TITLE COMPANY LLC 07/08/2026 0.00 65.20 FRANCES BORCHART 07/08/2026 0.00 34.95 GLOBAL CLOSING & TITLE SERVICES 07/08/2026 0.00 33.04 GoTo Communications Inc 07/08/2026 0.00 2,955.26 Hudson Pike 07/08/2026 0.00 66.40 IUOE Local #49 07/08/2026 0.00 770.00 Kelly Grinnell 07/08/2026 0.00 87.50 MARK & ERIKA EBERLEIN 07/08/2026 0.00 153.55 Metronet Holdings, LLC 07/08/2026 0.00 56.49 MICAH WENCK 07/08/2026 0.00 92.83 MN NCPERS LIFE INSURANCE 07/08/2026 0.00 192.00 MN VALLEY ELECTRIC COOP 07/08/2026 0.00 7,625.99 Nokomis Energy, LLC 07/08/2026 0.00 8,812.21 PARTNERS TITLE 07/08/2026 0.00 57.12 PATRICIA & MICHAEL BABLER 07/08/2026 0.00 36.10 Potentia MN Solar 07/08/2026 0.00 10,382.17 Raquel de Souza Cruz 07/08/2026 0.00 1,000.00 ROLAND & TAYLOR UGARTE 07/08/2026 0.00 239.27 Ryan Pinkalla 07/08/2026 0.00 110.20 STUART & TAMMY FLOLID 07/08/2026 0.00 30.11 TERESE FINK 07/08/2026 0.00 10.01 THE TITLE GROUP INC 07/08/2026 0.00 81.73 THE TITLE GROUP INC 07/08/2026 0.00 41.58 THE TITLE GROUP INC 07/08/2026 0.00 26.38 TITLEMARK LLC 07/08/2026 0.00 230.76 WATERMARK TITLE AGENCY 07/08/2026 0.00 47.83 XCEL ENERGY INC 07/08/2026 0.00 34,105.86 Page 1 of 6 79 Vendor Name Check Date Void Checks Check Amount ACTA MN - Chanhassen LLC 07/09/2026 0.00 1,705.08 American Structural Metal Inc 07/09/2026 0.00 48,336.00 AMERICAN TEST CENTER 07/09/2026 0.00 2,095.00 AMERICAN TIRE DISTRIBUTORS INC 07/09/2026 0.00 245.31 ARAMARK Refreshment Services, LLC 07/09/2026 0.00 1,101.83 Architectural Sales of Minnesota Inc 07/09/2026 0.00 72,280.28 BOLTON & MENK INC 07/09/2026 0.00 4,688.50 CARVER COUNTY ENVIRONMENTAL 07/09/2026 0.00 235.80 Chappell Central Inc 07/09/2026 0.00 21,894.79 Cintas Corporation No. 2 07/09/2026 0.00 175.24 CORE & MAIN LP 07/09/2026 0.00 206.85 DAYCO CONCRETE COMPANY 07/09/2026 0.00 48,091.85 Diane Gerhardt 07/09/2026 0.00 200.00 DOLLIFF INC. INSURANCE 07/09/2026 0.00 35,133.00 E5 Energy LLC 07/09/2026 0.00 4,828.60 Ebert Inc 07/09/2026 0.00 55,937.90 Forklifts of Minnesota Inc 07/09/2026 0.00 743.43 HAWKINS CHEMICAL 07/09/2026 0.00 7,687.51 Health Strategies 07/09/2026 0.00 117.00 Holton Electric Contractors LLC 07/09/2026 0.00 899.13 ImperialDade 07/09/2026 0.00 184.50 Indigo Signs 07/09/2026 0.00 95.00 Jennifer Xuan Tuyet Doan-Nguyen 07/09/2026 0.00 655.80 Jonathan Rollier 07/09/2026 0.00 100.00 Juli Al-Hilwani 07/09/2026 0.00 468.75 KATH FUEL OIL SERVICE 07/09/2026 0.00 4,239.07 Katie Bornbach 07/09/2026 0.00 100.00 KELLINGTON CONSTRUCTION 07/09/2026 0.00 28,595.00 LAKETOWN ELECTRIC CORPORATION 07/09/2026 0.00 95,478.93 Lawson Products, Inc. 07/09/2026 0.00 343.58 MINNESOTA PETROLEUM SERVICE INC 07/09/2026 0.00 3,256.00 Minnesota Roadways Co 07/09/2026 0.00 46,918.03 Minnkota Architectural Products Co, Inc 07/09/2026 0.00 68,929.56 Minuteman Press 07/09/2026 0.00 140.00 MTI DISTRIBUTING INC 07/09/2026 0.00 658.51 NAPA AUTO & TRUCK PARTS 07/09/2026 0.00 59.38 Nuss Truck & Equipment 07/09/2026 0.00 9,144.67 Pinnacle Pest Control 07/09/2026 0.00 1,175.00 Pipe Services Corporation 07/09/2026 0.00 74,254.36 PRECISE MRM LLC 07/09/2026 0.00 336.00 QC Companies 07/09/2026 0.00 10,127.00 Ramsey Excavating Company 07/09/2026 0.00 31,201.19 SM HENTGES & SONS 07/09/2026 0.00 62,870.56 Springbrook 07/09/2026 0.00 407.60 SUMMIT FIRE PROTECTION 07/09/2026 0.00 15,360.75 Travis Ott 07/09/2026 0.00 262.32 TWIN CITIES & WESTERN RR CO 07/09/2026 0.00 907.65 ULINE INC 07/09/2026 0.00 1,028.13 Unna Ramanathan 07/09/2026 0.00 30.00 WM MUELLER & SONS INC 07/09/2026 0.00 904.78 WW GRAINGER INC 07/09/2026 0.00 15.06 Yamaha Golf & Utility 07/09/2026 0.00 1,550.00 AMERICAN TEST CENTER 07/15/2026 0.00 1,292.00 Page 2 of 6 80 Vendor Name Check Date Void Checks Check Amount ARAMARK Refreshment Services, LLC 07/15/2026 0.00 150.00 Batteries Plus Bulbs #1248 07/15/2026 0.00 112.65 BOLTON & MENK INC 07/15/2026 0.00 15,821.54 BOUND TREE MEDICAL LLC 07/15/2026 0.00 123.21 BRYAN ROCK PRODUCTS INC 07/15/2026 0.00 611.33 Carver County 07/15/2026 0.00 1,600.00 CENTERPOINT ENERGY MINNEGASCO 07/15/2026 0.00 25.08 CORE & MAIN LP 07/15/2026 0.00 1,491.64 DELEGARD TOOL COMPANY 07/15/2026 0.00 36.56 DLT SOLUTIONS INC 07/15/2026 0.00 2,691.52 ECM PUBLISHERS INC 07/15/2026 0.00 155.80 Elliott Design Build Inc 07/15/2026 0.00 4,000.00 EMERGENCY APPARATUS MAINT. INC 07/15/2026 0.00 795.00 Engel Water Testing Inc 07/15/2026 0.00 1,350.00 Enterprise FM Trust 07/15/2026 0.00 67,471.99 Felipe Denarvaez 07/15/2026 0.00 3,000.00 Flow Control Automation LLC 07/15/2026 0.00 3,930.00 GOPHER STATE ONE-CALL INC 07/15/2026 0.00 1,248.75 GRAYBAR 07/15/2026 0.00 15,666.30 GREAT LAKES COCA-COLA DISTRIBUTION LLC 07/15/2026 0.00 779.52 Heiman, Inc. 07/15/2026 0.00 13,507.58 HENNEPIN COUNTY 07/15/2026 0.00 43,675.15 INDEPENDENT SCHOOL DIST 112 07/15/2026 0.00 10,342.24 Innovative Office Solutions LLC 07/15/2026 0.00 139.99 Insource Software Solutions Inc 07/15/2026 0.00 14,716.95 Lawson Products, Inc. 07/15/2026 0.00 58.08 Locality Media Inc 07/15/2026 0.00 24,758.13 M3 Planning Inc 07/15/2026 0.00 25,000.00 Matheson Tri-Gas, Inc. 07/15/2026 0.00 461.40 MERLINS ACE HARDWARE 07/15/2026 0.00 701.87 Metronet Holdings, LLC 07/15/2026 0.00 106.32 Metropolitan Council, Env Svcs 07/15/2026 0.00 2,460.15 METROPOLITAN MECHANICAL CONT 07/15/2026 0.00 12,236.59 Michael Eugene Mothershed 07/15/2026 0.00 1,000.00 Minnesota Equipment 07/15/2026 0.00 52,976.44 MN DEPT OF LABOR AND INDUSTRY 07/15/2026 0.00 3,132.91 MN FIRE SERVICE CERTIFICATION BOARD 07/15/2026 0.00 317.00 MTI DISTRIBUTING INC 07/15/2026 0.00 335.64 NAPA AUTO & TRUCK PARTS 07/15/2026 0.00 277.47 Northern Audio Production, Inc. 07/15/2026 0.00 4,929.00 NvoicePay 07/15/2026 0.00 735.24 O'Reilly Automotive Inc 07/15/2026 0.00 7.44 PATCHIN MESSNER 07/15/2026 0.00 1,650.00 PAUL PALMER 07/15/2026 0.00 234.88 PRECISE MRM LLC 07/15/2026 0.00 357.00 Pro Drilling Group LLC 07/15/2026 0.00 60.23 Rain for Rent 07/15/2026 0.00 1,981.18 Rent N Save Portable Services 07/15/2026 0.00 6,065.00 Silva Screenprinting & Dist, LLC 07/15/2026 0.00 180.13 Taylor Electric Company, LLC 07/15/2026 0.00 5,315.00 The Vanella Group of MN LLC 07/15/2026 0.00 10,818.41 TimeSaver Off Site Secretarial, Inc 07/15/2026 0.00 356.00 TRAFFIC CONTROL CORPORATION 07/15/2026 0.00 456.00 Page 3 of 6 81 Vendor Name Check Date Void Checks Check Amount USA BLUE BOOK 07/15/2026 0.00 1,184.08 Waste Management of Minnesota, Inc 07/15/2026 0.00 1,789.37 WM MUELLER & SONS INC 07/15/2026 0.00 1,499.16 WSB & ASSOCIATES INC 07/15/2026 0.00 41,272.69 WW GRAINGER INC 07/15/2026 0.00 1,652.33 Marco Inc 07/22/2026 0.00 735.00 MN VALLEY ELECTRIC COOP 07/22/2026 0.00 121.95 NOVEL SOLAR THREE, LLC 07/22/2026 0.00 11,484.94 Priya Wall 07/22/2026 0.00 5.00 XCEL ENERGY INC 07/22/2026 0.00 245.65 AMERICAN TIRE DISTRIBUTORS INC 07/23/2026 0.00 494.56 Batteries Plus Bulbs #1248 07/23/2026 0.00 230.00 Beaudry Oil & Service Inc 07/23/2026 0.00 11,723.43 BENEFIT EXTRAS INC 07/23/2026 0.00 318.95 BERGERSON CASWELL INC 07/23/2026 0.00 1,500.00 Bohlmann, Inc. 07/23/2026 0.00 3,214.60 BOLTON & MENK INC 07/23/2026 0.00 10,038.00 BOUND TREE MEDICAL LLC 07/23/2026 0.00 111.58 Cintas Corporation No. 2 07/23/2026 0.00 116.91 COMPUTER INTEGRATION TECHN. 07/23/2026 0.00 98.80 DEM-CON LANDFILL 07/23/2026 0.00 3,291.89 E5 Energy LLC 07/23/2026 0.00 268.20 ECM PUBLISHERS INC 07/23/2026 0.00 155.80 FASTENAL COMPANY 07/23/2026 0.00 307.50 Ferguson Waterworks #2518 07/23/2026 0.00 8,391.54 Festival Production Services 07/23/2026 0.00 6,440.00 Guard Guys, LLC 07/23/2026 0.00 605.00 HealthPartners, Inc. 07/23/2026 0.00 105,417.60 HOISINGTON KOEGLER GROUP 07/23/2026 0.00 4,814.05 Holton Electric Contractors LLC 07/23/2026 0.00 998.94 I & S Group, Inc 07/23/2026 0.00 9,352.50 Interstate All Battery Center 07/23/2026 0.00 98.70 J&M Displays, Inc 07/23/2026 0.00 3,300.00 Josh Flavin 07/23/2026 0.00 300.00 Juli Al-Hilwani 07/23/2026 0.00 600.00 KAYE L BENSON 07/23/2026 0.00 588.00 KUSSKE CONSTRUCTION COMPANY 07/23/2026 0.00 1,400.00 Lano Equipment 07/23/2026 0.00 616.00 Lisa Kendall 07/23/2026 0.00 70.00 Lockridge Grindal Nauen P.L.L.P 07/23/2026 0.00 3,333.33 METROPOLITAN COUNCIL 07/23/2026 0.00 264,887.91 Michael Tobin 07/23/2026 0.00 70.00 Midwest Machinery Co 07/23/2026 0.00 3,430.01 NAPA AUTO & TRUCK PARTS 07/23/2026 0.00 35.98 Premium Waters, Inc 07/23/2026 0.00 4.38 Price Associates LLC 07/23/2026 0.00 5,750.00 Rent N Save Portable Services 07/23/2026 0.00 5,505.20 ROADKILL ANIMAL CONTROL 07/23/2026 0.00 1,122.00 Silva Screenprinting & Dist, LLC 07/23/2026 0.00 1,627.27 SiteOne Landscape Supply 07/23/2026 0.00 539.08 The Mustard Seed, Inc. 07/23/2026 0.00 200.00 TOWN & COUNTRY FENCE 07/23/2026 0.00 1,275.13 Twin Cities Transport & Recovery, Inc 07/23/2026 0.00 1,200.00 Page 4 of 6 82 Vendor Name Check Date Void Checks Check Amount Warning Lites of Minnesota, Inc. 07/23/2026 0.00 4,945.00 WM MUELLER & SONS INC 07/23/2026 0.00 532.00 ZIEGLER INC 07/23/2026 0.00 750.00 Anthony Shore 07/29/2026 0.00 300.00 CENTERPOINT ENERGY MINNEGASCO 07/29/2026 0.00 1,944.88 CenturyLink 07/29/2026 0.00 65.41 Lakes at Chanhassen, LLC 07/29/2026 0.00 91,402.24 MN VALLEY ELECTRIC COOP 07/29/2026 0.00 7,793.56 Potentia MN Solar 07/29/2026 0.00 9,634.05 SAINT HUBERT'S CHURCH 07/29/2026 0.00 2,810.61 The Venue on 78th LLC 07/29/2026 0.00 143,373.41 VERIZON WIRELESS 07/29/2026 0.00 4,246.31 XCEL ENERGY INC 07/29/2026 0.00 36,596.21 XCEL ENERGY INC 07/29/2026 0.00 2,645.75 3030 Concrete Inc 07/30/2026 0.00 500.00 ALERT ALL CORPORATION 07/30/2026 0.00 6,478.00 Anderson Bros Outdoors Inc 07/30/2026 0.00 750.00 ARAMARK Refreshment Services, LLC 07/30/2026 0.00 100.65 Barr Engineering Company 07/30/2026 0.00 1,612.50 BATTERIES PLUS 07/30/2026 0.00 139.80 Beaudry Oil & Service Inc 07/30/2026 0.00 11,079.00 BOUND TREE MEDICAL LLC 07/30/2026 0.00 442.99 BRAUN INTERTEC CORPORATION 07/30/2026 0.00 1,960.00 Carver County 07/30/2026 0.00 19,326.91 Cleaning Solutions Services 07/30/2026 0.00 680.00 Colonial Life & Accident Insurance Co 07/30/2026 0.00 91.26 COMPUTER INTEGRATION TECHN. 07/30/2026 0.00 216.00 Cory Weaver 07/30/2026 0.00 75.00 Cozen O'Connor 07/30/2026 0.00 3,806.00 DANIEL WATTENHOFER 07/30/2026 0.00 150.00 Dave Dealwis 07/30/2026 0.00 75.00 Denise Clarke 07/30/2026 0.00 75.00 Dorothy Hautman 07/30/2026 0.00 59.98 E5 Energy LLC 07/30/2026 0.00 1,815.10 ECM PUBLISHERS INC 07/30/2026 0.00 90.20 Felipe Denarvaez 07/30/2026 0.00 1,000.00 Ferguson Waterworks #2518 07/30/2026 0.00 1,085.01 Fire Loss Management LLC 07/30/2026 0.00 250.00 FleetPride, Inc. 07/30/2026 0.00 39.56 GREAT LAKES COCA-COLA DISTRIBUTION LLC 07/30/2026 0.00 438.55 HALLOCK COMPANY 07/30/2026 0.00 222.39 Health Strategies 07/30/2026 0.00 582.00 ImperialDade 07/30/2026 0.00 610.23 Innovative Office Solutions LLC 07/30/2026 0.00 119.41 J&M Displays, Inc 07/30/2026 0.00 33,000.00 Jack Raymakers 07/30/2026 0.00 150.00 Jesse Naab 07/30/2026 0.00 75.00 Jim Kuester 07/30/2026 0.00 75.00 John Zuerlein 07/30/2026 0.00 150.00 Jon Rauen 07/30/2026 0.00 150.00 Keith Bechtum 07/30/2026 0.00 150.00 Kelli Bills 07/30/2026 0.00 1,224.00 KIMLEY HORN AND ASSOCIATES INC 07/30/2026 0.00 78,527.92 Page 5 of 6 83 Vendor Name Check Date Void Checks Check Amount Kraus-Anderson Construction Company 07/30/2026 0.00 35,509.75 Lano Equipment 07/30/2026 0.00 1,109.35 LVC Companies Inc 07/30/2026 0.00 6,435.19 LYNN PAULY 07/30/2026 0.00 75.00 METROPOLITAN COUNCIL 07/30/2026 0.00 1,100.00 Michael & Elspeth Ingram 07/30/2026 0.00 500.00 Michael Leisen 07/30/2026 0.00 75.00 Midwest Aqua Care, Inc 07/30/2026 0.00 500.00 Minnesota Sodding Company LLC 07/30/2026 0.00 4,978.38 Minuteman Press 07/30/2026 0.00 280.00 MN Counties Computer Cooperative 07/30/2026 0.00 315.00 MN DEPT OF LABOR AND INDUSTRY 07/30/2026 0.00 75.00 MSB Excavating & Tiling 07/30/2026 0.00 49,509.68 NAPA AUTO & TRUCK PARTS 07/30/2026 0.00 96.06 Normandale Center for Healing & Wholeness 07/30/2026 0.00 300.00 Northland Real Estate Group 07/30/2026 0.00 1,500.00 Nuss Truck & Equipment 07/30/2026 0.00 483.73 PLEHAL BLACKTOPPING INC 07/30/2026 0.00 50.00 Premium Waters, Inc 07/30/2026 0.00 4.38 Scott Wendt 07/30/2026 0.00 75.00 SEH 07/30/2026 0.00 23,943.79 Senja Inc 07/30/2026 0.00 249.60 SOFTWARE HOUSE INTERNATIONAL 07/30/2026 0.00 8,085.79 SOUTHWEST CORRIDOR TRANS COAL 07/30/2026 0.00 3,500.00 Stone Cottage Construction 07/30/2026 0.00 3,750.00 Sunrise Hills Civic Association 07/30/2026 0.00 150.00 Superior Diving Repair Inc 07/30/2026 0.00 250.00 Survey Supply Inc 07/30/2026 0.00 3,162.78 TimeSaver Off Site Secretarial, Inc 07/30/2026 0.00 219.50 USA BLUE BOOK 07/30/2026 0.00 309.81 VALLEY PAVING INC 07/30/2026 0.00 1,158,227.01 W.L. Hall Co. 07/30/2026 0.00 1,130.00 Waste Management of Minnesota, Inc 07/30/2026 0.00 2,032.04 WATSON COMPANY 07/30/2026 0.00 4,499.19 Wendy & Marc Terris 07/30/2026 0.00 500.00 WM MUELLER & SONS INC 07/30/2026 0.00 1,018.92 WW GRAINGER INC 07/30/2026 0.00 60.73 ZIEGLER INC 07/30/2026 0.00 150.00 Report Total:0.00 3,540,418.56 Page 6 of 6 84 AP Check Detail User: dwashburn@chanhassenmn.gov Printed: 7/29/2026 2:02:26 PM Last Name Acct 1 Amount Check Date Description 3030 Concrete Inc 101-0000-2073 500.00 7/30/2026 Erosion escrow 7656 Prairie Flower Blvd #757153 500.00 7/30/2026 3030 Concrete Inc 500.00 8170 UPLAND LLC 700-0000-2020 2.66 7/8/2026 Refund Check 105683-004, 8170 UPLAND CIRCLE SPRINKLER 8170 UPLAND LLC 700-0000-2020 4.03 7/8/2026 Refund Check 105683-004, 8170 UPLAND CIRCLE SPRINKLER 8170 UPLAND LLC 700-0000-2020 45.42 7/8/2026 Refund Check 105683-004, 8170 UPLAND CIRCLE SPRINKLER 8170 UPLAND LLC 700-0000-2020 62.68 7/8/2026 Refund Check 105683-003, 8170 UPLAND CIRCLE 8170 UPLAND LLC 700-0000-2020 1.15 7/8/2026 Refund Check 105683-003, 8170 UPLAND CIRCLE 8170 UPLAND LLC 700-0000-2020 5.57 7/8/2026 Refund Check 105683-003, 8170 UPLAND CIRCLE 8170 UPLAND LLC 701-0000-2020 97.59 7/8/2026 Refund Check 105683-003, 8170 UPLAND CIRCLE 8170 UPLAND LLC 720-0000-2020 1,083.46 7/8/2026 Refund Check 105683-003, 8170 UPLAND CIRCLE 1,302.56 7/8/2026 8170 UPLAND LLC 1,302.56 ACTA MN - Chanhassen LLC 101-1538-4343 1,634.28 7/9/2026 TKD Youth Spring ACTA MN - Chanhassen LLC 101-1537-4343 70.80 7/9/2026 TKD Tiger Spring 1,705.08 7/9/2026 ACTA MN - Chanhassen LLC 1,705.08 ALERT ALL CORPORATION 101-1220-4144 6,478.00 7/30/2026 Promotional items for fire prevention open house 6,478.00 7/30/2026 AP - Check Detail (7/29/2026)Page 1 of 54 85 Last Name Acct 1 Amount Check Date Description ALERT ALL CORPORATION 6,478.00 Al-Hilwani Juli 101-1530-4347 468.75 7/9/2026 5 - Bode 10 - Kramer 468.75 7/9/2026 Al-Hilwani Juli 101-1530-4347 600.00 7/23/2026 Personal Training-Blackmun & McMillen 600.00 7/23/2026 Al-Hilwani Juli 1,068.75 ALL AMERICAN TITLE COMPANY LLC 700-0000-2020 1.33 7/8/2026 Refund Check 097816-000, 8690 CHAN HILLS DR NO ALL AMERICAN TITLE COMPANY LLC 701-0000-2020 17.38 7/8/2026 Refund Check 097816-000, 8690 CHAN HILLS DR NO ALL AMERICAN TITLE COMPANY LLC 700-0000-2020 12.63 7/8/2026 Refund Check 097816-000, 8690 CHAN HILLS DR NO ALL AMERICAN TITLE COMPANY LLC 720-0000-2020 13.80 7/8/2026 Refund Check 097816-000, 8690 CHAN HILLS DR NO 45.14 7/8/2026 ALL AMERICAN TITLE COMPANY LLC 45.14 American Structural Metal Inc 414-4010-4702 48,336.00 7/9/2026 Pay App #4 Civic Campus 48,336.00 7/9/2026 American Structural Metal Inc 48,336.00 AMERICAN TEST CENTER 101-1370-4530 500.00 7/9/2026 Lift testing AMERICAN TEST CENTER 101-1320-4530 520.00 7/9/2026 Lift testing AMERICAN TEST CENTER 700-0000-4530 1,075.00 7/9/2026 Lift testing 2,095.00 7/9/2026 AMERICAN TEST CENTER 101-1220-4530 1,292.00 7/15/2026 Ladder Testing 1,292.00 7/15/2026 AP - Check Detail (7/29/2026)Page 2 of 54 86 Last Name Acct 1 Amount Check Date Description AMERICAN TEST CENTER 3,387.00 AMERICAN TIRE DISTRIBUTORS INC 101-1250-4140 245.31 7/9/2026 tires 245.31 7/9/2026 AMERICAN TIRE DISTRIBUTORS INC 101-1550-4120 494.56 7/23/2026 tires 494.56 7/23/2026 AMERICAN TIRE DISTRIBUTORS INC 739.87 Anderson Bros Outdoors Inc 101-0000-2073 750.00 7/30/2026 Erosion escrow 6490 Murray Hill Rd #711960 750.00 7/30/2026 Anderson Bros Outdoors Inc 750.00 ARAMARK Refreshment Services, LLC 101-1120-4112 213.60 7/9/2026 Fire Station Coffee Order ARAMARK Refreshment Services, LLC 101-1120-4112 388.48 7/9/2026 Public Works Coffee Order ARAMARK Refreshment Services, LLC 101-1120-4112 388.18 7/9/2026 City Hall Coffee ARAMARK Refreshment Services, LLC 101-1120-4113 111.57 7/9/2026 Bevi Water Flavors 1,101.83 7/9/2026 ARAMARK Refreshment Services, LLC 101-1120-4113 150.00 7/15/2026 Bevi Rental Fee 150.00 7/15/2026 ARAMARK Refreshment Services, LLC 101-1120-4112 100.65 7/30/2026 PW Water Filter 100.65 7/30/2026 ARAMARK Refreshment Services, LLC 1,352.48 Architectural Sales of Minnesota Inc 414-4010-4702 72,280.28 7/9/2026 Pay App #7 Civic Campus 72,280.28 7/9/2026 AP - Check Detail (7/29/2026)Page 3 of 54 87 Last Name Acct 1 Amount Check Date Description Architectural Sales of Minnesota Inc 72,280.28 BABLER PATRICIA & MICHAEL 700-0000-2020 0.33 7/8/2026 Refund Check 098888-000, 1997 TOPAZ DRIVE BABLER PATRICIA & MICHAEL 720-0000-2020 3.41 7/8/2026 Refund Check 098888-000, 1997 TOPAZ DRIVE BABLER PATRICIA & MICHAEL 700-0000-2020 21.63 7/8/2026 Refund Check 098888-000, 1997 TOPAZ DRIVE BABLER PATRICIA & MICHAEL 701-0000-2020 10.73 7/8/2026 Refund Check 098888-000, 1997 TOPAZ DRIVE 36.10 7/8/2026 BABLER PATRICIA & MICHAEL 36.10 Barr Engineering Company 700-7025-4300 1,612.50 7/30/2026 Well #7 & 13 Rehab 1,612.50 7/30/2026 Barr Engineering Company 1,612.50 BATTERIES PLUS 701-0000-4551 139.80 7/30/2026 batteries for Lift station batterie back up 139.80 7/30/2026 BATTERIES PLUS 139.80 Batteries Plus Bulbs #1248 700-0000-4120 112.65 7/15/2026 battery 112.65 7/15/2026 Batteries Plus Bulbs #1248 701-0000-4150 230.00 7/23/2026 battries 230.00 7/23/2026 Batteries Plus Bulbs #1248 342.65 Beaudry Oil & Service Inc 101-1370-4170 11,723.43 7/23/2026 fuel 11,723.43 7/23/2026 Beaudry Oil & Service Inc 101-1370-4170 11,079.00 7/30/2026 fuel AP - Check Detail (7/29/2026)Page 4 of 54 88 Last Name Acct 1 Amount Check Date Description 11,079.00 7/30/2026 Beaudry Oil & Service Inc 22,802.43 Bechtum Keith 101-1425-4906 150.00 7/30/2026 Tree Rebate- 2 trees 150.00 7/30/2026 Bechtum Keith 150.00 BENEFIT EXTRAS INC 101-1120-4351 70.00 7/23/2026 Cobra qualifying letters BENEFIT EXTRAS INC 101-1120-4351 145.50 7/23/2026 Tax Advantage Plan-July Aug & Sept BENEFIT EXTRAS INC 101-0000-2012 103.45 7/23/2026 Cobra admin/retiree billing 318.95 7/23/2026 BENEFIT EXTRAS INC 318.95 BENSON KAYE L 101-1539-4343 588.00 7/23/2026 Fit for Life Instruction 588.00 7/23/2026 BENSON KAYE L 588.00 BERGERSON CASWELL INC 700-7025-4300 1,500.00 7/23/2026 Well #10 Rehab Project #23-05 Nova Spec line 1,500.00 7/23/2026 BERGERSON CASWELL INC 1,500.00 Bills Kelli 101-1600-4300 1,224.00 7/30/2026 Plein Air Art Camp - Instructor 1,224.00 7/30/2026 Bills Kelli 1,224.00 AP - Check Detail (7/29/2026)Page 5 of 54 89 Last Name Acct 1 Amount Check Date Description Bohlmann, Inc.101-1550-4120 3,214.60 7/23/2026 Memorial Benches 3,214.60 7/23/2026 Bohlmann, Inc. 3,214.60 BOLTON & MENK INC 101-1310-4303 4,688.50 7/9/2026 Hwy 41 Corridor Funding 4,688.50 7/9/2026 BOLTON & MENK INC 720-6051-4300 60.37 7/15/2026 Storm @12% BOLTON & MENK INC 701-6048-4300 112.90 7/15/2026 Sanitary @ 13% BOLTON & MENK INC 601-6053-4303 8,670.00 7/15/2026 PMP @ 60% BOLTON & MENK INC 601-6048-4300 581.90 7/15/2026 PMP @ 67% BOLTON & MENK INC 701-6051-4300 20.12 7/15/2026 Sanitary @ 4% BOLTON & MENK INC 700-6048-4300 112.90 7/15/2026 Water @ 13% BOLTON & MENK INC 720-6048-4300 60.80 7/15/2026 Storm @ 7% BOLTON & MENK INC 720-6053-4303 3,179.00 7/15/2026 Storm @ 22% BOLTON & MENK INC 700-6051-4300 55.33 7/15/2026 Water @ 11% BOLTON & MENK INC 601-6051-4300 367.22 7/15/2026 PMP @ 73% BOLTON & MENK INC 700-6053-4303 1,445.00 7/15/2026 Water @ 10% BOLTON & MENK INC 701-6053-4303 1,156.00 7/15/2026 Sanitary @ 8% 15,821.54 7/15/2026 BOLTON & MENK INC 601-6067-4303 5,320.14 7/23/2026 PMP @ 53% BOLTON & MENK INC 701-6067-4303 501.90 7/23/2026 Sanitary @ 5% BOLTON & MENK INC 700-6067-4303 903.42 7/23/2026 Water @ 9% BOLTON & MENK INC 720-6067-4303 3,312.54 7/23/2026 Storm @ 33% 10,038.00 7/23/2026 BOLTON & MENK INC 30,548.04 BORCHART FRANCES 720-0000-2020 5.81 7/8/2026 Refund Check 098168-000, 8808 LAKE RILEY DRIVE BORCHART FRANCES 700-0000-2020 10.08 7/8/2026 Refund Check 098168-000, 8808 LAKE RILEY DRIVE BORCHART FRANCES 700-0000-2020 0.97 7/8/2026 Refund Check 098168-000, 8808 LAKE RILEY DRIVE BORCHART FRANCES 701-0000-2020 18.09 7/8/2026 Refund Check 098168-000, 8808 LAKE RILEY DRIVE 34.95 7/8/2026 AP - Check Detail (7/29/2026)Page 6 of 54 90 Last Name Acct 1 Amount Check Date Description BORCHART FRANCES 34.95 Bornbach Katie 700-7204-4901 100.00 7/9/2026 Water Wise Rebate- Clothes Washer 100.00 7/9/2026 Bornbach Katie 100.00 BOUND TREE MEDICAL LLC 101-1220-4142 123.21 7/15/2026 Medical gloves 123.21 7/15/2026 BOUND TREE MEDICAL LLC 101-1220-4142 111.58 7/23/2026 Medical supplies-suction kits 111.58 7/23/2026 BOUND TREE MEDICAL LLC 101-1220-4260 442.99 7/30/2026 Replacement medical bag 442.99 7/30/2026 BOUND TREE MEDICAL LLC 677.78 BRAUN INTERTEC CORPORATION 414-4010-4702 1,960.00 7/30/2026 Civic Campus - CMT 1,960.00 7/30/2026 BRAUN INTERTEC CORPORATION 1,960.00 BRYAN ROCK PRODUCTS INC 101-1320-4150 305.67 7/15/2026 Material/rock for repair BRYAN ROCK PRODUCTS INC 700-0000-4150 305.66 7/15/2026 Material/rock for repair 611.33 7/15/2026 BRYAN ROCK PRODUCTS INC 611.33 BURNET TITLE 720-0000-2020 26.21 7/8/2026 Refund Check 015921-000, 2536 BRIDLE CREEK TRL BURNET TITLE 700-0000-2020 0.09 7/8/2026 Refund Check 015921-000, 2536 BRIDLE CREEK TRL BURNET TITLE 700-0000-2020 21.67 7/8/2026 Refund Check 015921-000, 2536 BRIDLE CREEK TRL AP - Check Detail (7/29/2026)Page 7 of 54 91 Last Name Acct 1 Amount Check Date Description BURNET TITLE 701-0000-2020 34.60 7/8/2026 Refund Check 015921-000, 2536 BRIDLE CREEK TRL BURNET TITLE 701-0000-2020 36.73 7/8/2026 Refund Check 101713-000, 7253 ROGERS COURT BURNET TITLE 700-0000-2020 0.99 7/8/2026 Refund Check 101713-000, 7253 ROGERS COURT BURNET TITLE 700-0000-2020 32.32 7/8/2026 Refund Check 101713-000, 7253 ROGERS COURT BURNET TITLE 720-0000-2020 10.21 7/8/2026 Refund Check 101713-000, 7253 ROGERS COURT 162.82 7/8/2026 BURNET TITLE 162.82 Carver County 700-1160-4326 750.00 7/15/2026 Fiber utility locations Carver County 101-1160-4326 850.00 7/15/2026 fiber city buildings 1,600.00 7/15/2026 Carver County 101-1210-4300 350.00 7/30/2026 Background checks liquor & massage licenses Carver County 101-1210-4506 18,976.91 7/30/2026 2nd Qtr 2026 Police Contract OT 19,326.91 7/30/2026 Carver County 20,926.91 CARVER COUNTY ENVIRONMENTAL 701-0000-4150 235.80 7/9/2026 location paint can 235.80 7/9/2026 CARVER COUNTY ENVIRONMENTAL 235.80 CCP NI MASTER TENANT 4 LLC 101-1350-4320 2,745.85 7/8/2026 Electric Charges CCP NI MASTER TENANT 4 LLC 101-1120-1193 88.91 7/8/2026 Electric Charges CCP NI MASTER TENANT 4 LLC 101-1350-4320 2,739.11 7/8/2026 Electric Charges CCP NI MASTER TENANT 4 LLC 101-1120-1193 50.30 7/8/2026 Electric Charges CCP NI MASTER TENANT 4 LLC 101-1120-1193 112.35 7/8/2026 Electric Charges CCP NI MASTER TENANT 4 LLC 101-1550-4320 277.95 7/8/2026 Electric Charges CCP NI MASTER TENANT 4 LLC 700-7019-4320 1,298.49 7/8/2026 Electric Charges CCP NI MASTER TENANT 4 LLC 101-1550-4320 224.53 7/8/2026 Electric Charges CCP NI MASTER TENANT 4 LLC 101-1350-4320 2,172.53 7/8/2026 Electric Charges CCP NI MASTER TENANT 4 LLC 101-1550-4320 346.57 7/8/2026 Electric Charges CCP NI MASTER TENANT 4 LLC 101-1540-4320 329.99 7/8/2026 Electric Charges CCP NI MASTER TENANT 4 LLC 101-1600-4320 26.93 7/8/2026 Electric Charges AP - Check Detail (7/29/2026)Page 8 of 54 92 Last Name Acct 1 Amount Check Date Description CCP NI MASTER TENANT 4 LLC 101-1350-4320 2,184.75 7/8/2026 Electric Charges CCP NI MASTER TENANT 4 LLC 101-1120-1193 88.57 7/8/2026 Electric Charges CCP NI MASTER TENANT 4 LLC 700-7019-4320 1,621.19 7/8/2026 Electric Charges CCP NI MASTER TENANT 4 LLC 700-0000-4320 83.07 7/8/2026 Electric Charges CCP NI MASTER TENANT 4 LLC 701-0000-4320 1,180.45 7/8/2026 Electric Charges CCP NI MASTER TENANT 4 LLC 101-1550-4320 159.33 7/8/2026 Electric Charges CCP NI MASTER TENANT 4 LLC 701-0000-4320 533.59 7/8/2026 Electric Charges CCP NI MASTER TENANT 4 LLC 101-1540-4320 260.97 7/8/2026 Electric Charges CCP NI MASTER TENANT 4 LLC 101-1350-4320 1,239.76 7/8/2026 Electric Charges CCP NI MASTER TENANT 4 LLC 701-0000-4320 942.18 7/8/2026 Electric Charges CCP NI MASTER TENANT 4 LLC 701-0000-4320 758.44 7/8/2026 Electric Charges CCP NI MASTER TENANT 4 LLC 101-1600-4320 21.32 7/8/2026 Electric Charges CCP NI MASTER TENANT 4 LLC 101-1120-1193 110.96 7/8/2026 Electric Charges CCP NI MASTER TENANT 4 LLC 700-0000-4320 81.66 7/8/2026 Electric Charges CCP NI MASTER TENANT 4 LLC 101-1350-4320 1,760.49 7/8/2026 Electric Charges CCP NI MASTER TENANT 4 LLC 700-7019-4320 1,053.35 7/8/2026 Electric Charges CCP NI MASTER TENANT 4 LLC 101-1120-1193 71.36 7/8/2026 Electric Charges CCP NI MASTER TENANT 4 LLC 700-0000-4320 48.62 7/8/2026 Electric Charges CCP NI MASTER TENANT 4 LLC 101-1550-4320 351.28 7/8/2026 Electric Charges CCP NI MASTER TENANT 4 LLC 700-0000-4320 103.16 7/8/2026 Electric Charges CCP NI MASTER TENANT 4 LLC 101-1540-4320 260.33 7/8/2026 Electric Charges CCP NI MASTER TENANT 4 LLC 101-1540-4320 148.02 7/8/2026 Electric Charges CCP NI MASTER TENANT 4 LLC 700-7019-4320 1,640.94 7/8/2026 Electric Charges CCP NI MASTER TENANT 4 LLC 101-1540-4320 209.80 7/8/2026 Electric Charges CCP NI MASTER TENANT 4 LLC 700-0000-4320 101.37 7/8/2026 Electric Charges CCP NI MASTER TENANT 4 LLC 700-0000-4320 67.10 7/8/2026 Electric Charges CCP NI MASTER TENANT 4 LLC 700-7019-4320 750.21 7/8/2026 Electric Charges CCP NI MASTER TENANT 4 LLC 701-0000-4320 1,197.45 7/8/2026 Electric Charges CCP NI MASTER TENANT 4 LLC 701-0000-4320 947.44 7/8/2026 Electric Charges CCP NI MASTER TENANT 4 LLC 700-7019-4320 1,304.78 7/8/2026 Electric Charges CCP NI MASTER TENANT 4 LLC 101-1540-4320 325.72 7/8/2026 Electric Charges CCP NI MASTER TENANT 4 LLC 101-1550-4320 278.35 7/8/2026 Electric Charges 30,299.52 7/8/2026 CCP NI MASTER TENANT 4 LLC 30,299.52 CENTERPOINT ENERGY MINNEGASCO 701-0000-4321 25.08 7/15/2026 Gas Charges 25.08 7/15/2026 CENTERPOINT ENERGY MINNEGASCO 101-1220-4321 101.51 7/29/2026 Gas Charges AP - Check Detail (7/29/2026)Page 9 of 54 93 Last Name Acct 1 Amount Check Date Description CENTERPOINT ENERGY MINNEGASCO 101-1190-4321 294.61 7/29/2026 Gas Charges CENTERPOINT ENERGY MINNEGASCO 700-7019-4321 37.00 7/29/2026 Gas Charges CENTERPOINT ENERGY MINNEGASCO 101-1600-4321 22.00 7/29/2026 Gas Charges CENTERPOINT ENERGY MINNEGASCO 701-0000-4321 47.78 7/29/2026 Gas Charges CENTERPOINT ENERGY MINNEGASCO 101-1550-4321 37.00 7/29/2026 Gas Charges CENTERPOINT ENERGY MINNEGASCO 700-0000-4321 36.45 7/29/2026 Gas Charges CENTERPOINT ENERGY MINNEGASCO 101-1312-4321 115.63 7/29/2026 Gas Charges CENTERPOINT ENERGY MINNEGASCO 101-1530-4321 61.50 7/29/2026 Gas Charges CENTERPOINT ENERGY MINNEGASCO 101-1170-4321 1,106.40 7/29/2026 Gas Charges CENTERPOINT ENERGY MINNEGASCO 700-7043-4321 85.00 7/29/2026 Gas Charges 1,944.88 7/29/2026 CENTERPOINT ENERGY MINNEGASCO 1,969.96 CenturyLink 701-0000-4310 32.00 7/8/2026 Telephone & Communication Charges CenturyLink 700-0000-4310 32.00 7/8/2026 Telephone & Communication Charges CENTURYLINK 101-1170-4310 31.21 7/8/2026 Telephone & Communication Charges 95.21 7/8/2026 CenturyLink 700-7043-4310 65.41 7/29/2026 Telephone & Communication Charges 65.41 7/29/2026 CenturyLink 160.62 Chappell Central Inc 414-4010-4702 21,894.79 7/9/2026 Pay App #18 Civic Campus 21,894.79 7/9/2026 Chappell Central Inc 21,894.79 Cintas Corporation No. 2 101-1320-4510 175.24 7/9/2026 first aid kits 175.24 7/9/2026 Cintas Corporation No. 2 101-1550-4120 116.91 7/23/2026 First Aid Cabinet servicing AP - Check Detail (7/29/2026)Page 10 of 54 94 Last Name Acct 1 Amount Check Date Description 116.91 7/23/2026 Cintas Corporation No. 2 292.15 Clarke Denise 101-1425-4906 75.00 7/30/2026 Tree Rebate- 1 Tree 75.00 7/30/2026 Clarke Denise 75.00 Cleaning Solutions Services 101-1190-4511 680.00 7/30/2026 Carpet Cleaning -Library 680.00 7/30/2026 Cleaning Solutions Services 680.00 CLOSING HUB 700-0000-2020 20.16 7/8/2026 Refund Check 015849-000, 2413 BRIDLE CREEK TRL CLOSING HUB 720-0000-2020 23.67 7/8/2026 Refund Check 015849-000, 2413 BRIDLE CREEK TRL CLOSING HUB 700-0000-2020 2.28 7/8/2026 Refund Check 015849-000, 2413 BRIDLE CREEK TRL CLOSING HUB 701-0000-2020 43.08 7/8/2026 Refund Check 015849-000, 2413 BRIDLE CREEK TRL 89.19 7/8/2026 CLOSING HUB 89.19 Colonial Life & Accident Insurance Co 700-0000-2008 75.96 7/30/2026 July premium Colonial Life & Accident Insurance Co 701-0000-2008 15.30 7/30/2026 July premium 91.26 7/30/2026 Colonial Life & Accident Insurance Co 91.26 COMPUTER INTEGRATION TECHN.101-1160-4300 98.80 7/23/2026 LF Weblink Server work 98.80 7/23/2026 COMPUTER INTEGRATION TECHN.101-1160-4211 216.00 7/30/2026 monthly G3 charge office 365 AP - Check Detail (7/29/2026)Page 11 of 54 95 Last Name Acct 1 Amount Check Date Description 216.00 7/30/2026 COMPUTER INTEGRATION TECHN. 314.80 CORE & MAIN LP 700-0000-4550 206.85 7/9/2026 drain tile project 206.85 7/9/2026 CORE & MAIN LP 700-0000-4550 1,404.04 7/15/2026 well 15 water level transmitter CORE & MAIN LP 700-0000-4550 87.60 7/15/2026 gasket for water repairs 1,491.64 7/15/2026 CORE & MAIN LP 1,698.49 Cozen O'Connor 101-1140-4302 3,806.00 7/30/2026 Legal services-Mediacom renewal 3,806.00 7/30/2026 Cozen O'Connor 3,806.00 DAYCO CONCRETE COMPANY 414-4010-4702 48,091.85 7/9/2026 Pay App #17 Civic Campus 48,091.85 7/9/2026 DAYCO CONCRETE COMPANY 48,091.85 de Souza Cruz Raquel 101-1620-4345 1,000.00 7/8/2026 7/23/2026 Concert Series Performance 1,000.00 7/8/2026 de Souza Cruz Raquel 1,000.00 Dealwis Dave 101-1425-4906 75.00 7/30/2026 Tree Rebate- 1 tree 75.00 7/30/2026 AP - Check Detail (7/29/2026)Page 12 of 54 96 Last Name Acct 1 Amount Check Date Description Dealwis Dave 75.00 DELEGARD TOOL COMPANY 700-0000-4260 36.56 7/15/2026 tools 36.56 7/15/2026 DELEGARD TOOL COMPANY 36.56 DEM-CON LANDFILL 101-1320-4150 2,464.70 7/23/2026 street sweeping DEM-CON LANDFILL 101-1550-4329 827.19 7/23/2026 waste removal 3,291.89 7/23/2026 DEM-CON LANDFILL 3,291.89 Denarvaez Felipe 101-0000-2076 3,000.00 7/15/2026 Security escrow 6230 Arbor Lane #751342 3,000.00 7/15/2026 Denarvaez Felipe 101-0000-2073 1,000.00 7/30/2026 Erosion escrow 6230 Arbor Ln #751342 1,000.00 7/30/2026 Denarvaez Felipe 4,000.00 DLT SOLUTIONS INC 101-1160-4217 2,691.52 7/15/2026 Auto Cad for Engineering dept 2,691.52 7/15/2026 DLT SOLUTIONS INC 2,691.52 DOLLIFF INC. INSURANCE 720-0000-4483 8,783.25 7/9/2026 TCW Railroad utility crossing insurance req. DOLLIFF INC. INSURANCE 701-0000-4483 8,783.25 7/9/2026 TCW Railroad utility crossing insurance req. DOLLIFF INC. INSURANCE 700-0000-4483 8,783.25 7/9/2026 TCW Railroad utility crossing insurance req. DOLLIFF INC. INSURANCE 101-1170-4483 8,783.25 7/9/2026 TCW Railroad utility crossing insurance req. 35,133.00 7/9/2026 AP - Check Detail (7/29/2026)Page 13 of 54 97 Last Name Acct 1 Amount Check Date Description DOLLIFF INC. INSURANCE 35,133.00 E5 Energy LLC 101-1613-4300 4,828.60 7/9/2026 4th of July generator 4,828.60 7/9/2026 E5 Energy LLC 101-1613-4410 268.20 7/23/2026 4th of July generator diesel fuel 268.20 7/23/2026 E5 Energy LLC 101-1613-4300 1,815.10 7/30/2026 4th of July light towers 1,815.10 7/30/2026 E5 Energy LLC 6,911.90 EBERLEIN MARK & ERIKA 700-0000-2020 93.86 7/8/2026 Refund Check 103945-000, 1886 DELLA DRIVE EBERLEIN MARK & ERIKA 720-0000-2020 12.72 7/8/2026 Refund Check 103945-000, 1886 DELLA DRIVE EBERLEIN MARK & ERIKA 700-0000-2020 1.23 7/8/2026 Refund Check 103945-000, 1886 DELLA DRIVE EBERLEIN MARK & ERIKA 701-0000-2020 45.74 7/8/2026 Refund Check 103945-000, 1886 DELLA DRIVE 153.55 7/8/2026 EBERLEIN MARK & ERIKA 153.55 Ebert Inc 414-4010-4702 55,937.90 7/9/2026 Pay App #11 Civic Campus 55,937.90 7/9/2026 Ebert Inc 55,937.90 ECM PUBLISHERS INC 101-1120-4336 32.80 7/15/2026 July 13 PH Fee Schedule ECM PUBLISHERS INC 101-1420-4336 41.00 7/15/2026 July 7 PH Small Code Amend ECM PUBLISHERS INC 101-1120-4336 41.00 7/15/2026 Notice of Candidate Filing ECM PUBLISHERS INC 101-1420-4336 41.00 7/15/2026 July 7 PH Case No. 2026-09 155.80 7/15/2026 ECM PUBLISHERS INC 101-1120-4336 155.80 7/23/2026 Publication of Ord 764 AP - Check Detail (7/29/2026)Page 14 of 54 98 Last Name Acct 1 Amount Check Date Description 155.80 7/23/2026 ECM PUBLISHERS INC 101-0000-2076 90.20 7/30/2026 Bandimere Heights Vacation -W 94th 90.20 7/30/2026 ECM PUBLISHERS INC 401.80 EDINA REALTY TITLE 720-0000-2020 6.27 7/8/2026 Refund Check 015115-000, 7568 WALNUT CURVE EDINA REALTY TITLE 701-0000-2020 36.01 7/8/2026 Refund Check 015115-000, 7568 WALNUT CURVE 42.28 7/8/2026 EDINA REALTY TITLE 42.28 Elliott Design Build Inc 720-0000-4300 4,000.00 7/15/2026 Minnewashta Shores Project-City Portion 4,000.00 7/15/2026 Elliott Design Build Inc 4,000.00 EMERGENCY APPARATUS MAINT. INC 101-1220-4520 265.00 7/15/2026 Pump Test E1 EMERGENCY APPARATUS MAINT. INC 101-1220-4520 265.00 7/15/2026 Pump Test L208 EMERGENCY APPARATUS MAINT. INC 101-1220-4520 265.00 7/15/2026 Pump Test E11 795.00 7/15/2026 EMERGENCY APPARATUS MAINT. INC 795.00 Engel Water Testing Inc 700-0000-4300 1,350.00 7/15/2026 water samples 1,350.00 7/15/2026 Engel Water Testing Inc 1,350.00 Enterprise FM Trust 400-0000-4810 510.42 7/15/2026 001 - 22 Ford Esca #26M3MH Enterprise FM Trust 400-0000-4810 844.73 7/15/2026 402 - 23 Chev Silv #25XGMF AP - Check Detail (7/29/2026)Page 15 of 54 99 Last Name Acct 1 Amount Check Date Description Enterprise FM Trust 700-0000-2317 459.81 7/15/2026 315 - 24 Chev Silv #27MGTV Enterprise FM Trust 400-0000-4810 788.80 7/15/2026 131 - 24 Chev Silv #27NDJK Enterprise FM Trust 400-4151-4704 2,736.06 7/15/2026 205-graphics Enterprise FM Trust 400-0000-4811 228.08 7/15/2026 130 - 24 GMC Sier #27NF7M Enterprise FM Trust 400-0000-4811 135.36 7/15/2026 202 - 23 Chev Tahoe #25WDVJ Enterprise FM Trust 400-0000-4810 809.34 7/15/2026 203 - 23 Chev Silv #26RPC3 Enterprise FM Trust 400-0000-4811 12.14 7/15/2026 411 - 22 Chev Silv #25G8CL Enterprise FM Trust 701-0000-2317 456.71 7/15/2026 301 - 24 Chev Silv #27MGR8 Enterprise FM Trust 700-0000-4811 73.06 7/15/2026 301 - 24 Chev Silv #27MGR8 Enterprise FM Trust 400-0000-4810 694.25 7/15/2026 603 - 25 Chev Equi #28CM4H Enterprise FM Trust 400-0000-4810 852.25 7/15/2026 132 - 23 Chev Silv #25WNCN Enterprise FM Trust 400-0000-4810 628.58 7/15/2026 502 - 23 Chev Blazer #25XQVB Enterprise FM Trust 400-0000-4811 22.30 7/15/2026 605 - 22 Ford Rang #25G25M Enterprise FM Trust 700-0000-4811 72.66 7/15/2026 306 - 24 Chev Silv #27MGRB Enterprise FM Trust 400-0000-4811 81.99 7/15/2026 134 - 23 Chev Silv #25WNKR Enterprise FM Trust 700-0000-2317 463.48 7/15/2026 310 - 24 Chev Silv #27MGR3 Enterprise FM Trust 701-0000-4811 73.05 7/15/2026 301 - 24 Chev Silv #27MGR8 Enterprise FM Trust 400-0000-4811 31.63 7/15/2026 405 - 22 Chev Silv #25G5QQ Enterprise FM Trust 700-0000-4811 3.14 7/15/2026 305 - 22 Chev Silv #25G5QR Enterprise FM Trust 400-0000-4811 18.85 7/15/2026 408 - 22 Chev Silv #25G89X Enterprise FM Trust 700-0000-4811 67.04 7/15/2026 303 - 24 Chev Silv #27MGR7 Enterprise FM Trust 400-0000-4811 430.96 7/15/2026 206 - 26 Chev Tahoe #29P275 Enterprise FM Trust 701-0000-2317 457.11 7/15/2026 306 - 24 Chev Silv #27MGRB Enterprise FM Trust 400-0000-4810 559.48 7/15/2026 605 - 22 Ford Rang #25G25M Enterprise FM Trust 400-0000-4811 83.54 7/15/2026 416 - 23 Chev Silv #25XGMC Enterprise FM Trust 400-0000-4811 159.10 7/15/2026 603 - 25 Chev Equi #28CM4H Enterprise FM Trust 400-0000-4811 198.75 7/15/2026 430 - 24 Chry Paci #275N63 Enterprise FM Trust 400-4151-4704 24,499.70 7/15/2026 205-safety equipment Enterprise FM Trust 400-0000-4810 740.84 7/15/2026 204 - 23 Chev Tahoe #25WDVL Enterprise FM Trust 400-0000-4811 23.29 7/15/2026 606 - 22 Ford Rang #25G23Z Enterprise FM Trust 701-0000-2317 463.47 7/15/2026 310 - 24 Chev Silv #27MGR3 Enterprise FM Trust 400-0000-4810 901.53 7/15/2026 206 - 26 Chev Tahoe #29P275 Enterprise FM Trust 400-0000-4810 851.74 7/15/2026 403 - 23 Chev Silv #25XGMK Enterprise FM Trust 400-0000-4810 849.44 7/15/2026 420 - 23 Chev Silv #25XGMS Enterprise FM Trust 400-0000-4810 848.38 7/15/2026 505 - 23 Chev Silv #26RP8Z Enterprise FM Trust 400-0000-4413 687.60 7/15/2026 140 - 22 Chev Silv #25G5J6 Enterprise FM Trust 400-0000-4810 719.58 7/15/2026 408 - 22 Chev Silv #25G89X Enterprise FM Trust 700-0000-4811 26.37 7/15/2026 307 - 23 Chev Equinox #262P8K Enterprise FM Trust 400-0000-4810 854.24 7/15/2026 401 - 23 Chev Silv #26RPBZ Enterprise FM Trust 400-0000-4413 749.81 7/15/2026 201 - 22 GMC Yuko #25MPSN Enterprise FM Trust 700-0000-4811 65.59 7/15/2026 308 - 24 Chev Silv #27RZHT Enterprise FM Trust 400-0000-4810 707.65 7/15/2026 405 - 22 Chev Silv #25G5QQ Enterprise FM Trust 400-0000-4811 83.74 7/15/2026 419 - 23 Chev Silv #25XGMJ AP - Check Detail (7/29/2026)Page 16 of 54 100 Last Name Acct 1 Amount Check Date Description Enterprise FM Trust 400-0000-4811 122.17 7/15/2026 401 - 23 Chev Silv #26RPBZ Enterprise FM Trust 701-0000-4811 71.46 7/15/2026 315 - 24 Chev Silv #27MGTV Enterprise FM Trust 400-0000-4811 150.23 7/15/2026 501 - 23 Chev Silv #26RL44 Enterprise FM Trust 700-0000-2317 457.10 7/15/2026 306 - 24 Chev Silv #27MGRB Enterprise FM Trust 701-0000-4811 65.17 7/15/2026 310 - 24 Chev Silv #27MGR3 Enterprise FM Trust 700-0000-2317 456.71 7/15/2026 301 - 24 Chev Silv #27MGR8 Enterprise FM Trust 400-4151-4704 825.01 7/15/2026 206-safety equipment Enterprise FM Trust 400-0000-4810 723.10 7/15/2026 411 - 22 Chev Silv #25G8CL Enterprise FM Trust 701-0000-2317 231.83 7/15/2026 307 - 23 Chev Equinox #262P8K Enterprise FM Trust 700-0000-2317 424.41 7/15/2026 308 - 24 Chev Silv #27RZHT Enterprise FM Trust 701-0000-4811 71.46 7/15/2026 314 - 24 Chev Silv #27MGTW Enterprise FM Trust 700-0000-4811 65.17 7/15/2026 310 - 24 Chev Silv #27MGR3 Enterprise FM Trust 400-0000-4810 588.71 7/15/2026 801 - 24 Chry Paci #2754MQ Enterprise FM Trust 400-0000-4811 234.38 7/15/2026 410 - 24 GMC Sier #27NDJB Enterprise FM Trust 701-0000-4811 67.05 7/15/2026 303 - 24 Chev Silv #27MGR7 Enterprise FM Trust 400-0000-4811 214.14 7/15/2026 131 - 24 Chev Silv #27NDJK Enterprise FM Trust 700-0000-2317 459.81 7/15/2026 314 - 24 Chev Silv #27MGTW Enterprise FM Trust 400-0000-4413 571.60 7/15/2026 412 - 22 GMC Sier #25H28F Enterprise FM Trust 701-0000-2317 459.81 7/15/2026 315 - 24 Chev Silv #27MGTV Enterprise FM Trust 400-0000-4810 851.84 7/15/2026 419 - 23 Chev Silv #25XGMJ Enterprise FM Trust 701-0000-2317 424.42 7/15/2026 308 - 24 Chev Silv #27RZHT Enterprise FM Trust 400-0000-4810 541.05 7/15/2026 602 - 24 Chev Equi #27MF9K Enterprise FM Trust 400-0000-4810 849.82 7/15/2026 416 - 23 Chev Silv #25XGMC Enterprise FM Trust 400-0000-4811 135.36 7/15/2026 204 - 23 Chev Tahoe #25WDVL Enterprise FM Trust 400-0000-4810 849.67 7/15/2026 130 - 24 GMC Sier #27NF7M Enterprise FM Trust 400-0000-4811 83.50 7/15/2026 420 - 23 Chev Silv #25XGMS Enterprise FM Trust 400-0000-4810 847.32 7/15/2026 404 - 24 GMC Sier #27NDJJ Enterprise FM Trust 700-0000-4811 71.46 7/15/2026 315 - 24 Chev Silv #27MGTV Enterprise FM Trust 700-0000-2317 462.23 7/15/2026 303 - 24 Chev Silv #27MGR7 Enterprise FM Trust 400-0000-4811 40.91 7/15/2026 001 - 22 Ford Esca #26M3MH Enterprise FM Trust 400-0000-4810 710.53 7/15/2026 501 - 23 Chev Silv #26RL44 Enterprise FM Trust 400-4151-4704 149.95 7/15/2026 205-key programming Enterprise FM Trust 700-0000-2317 362.15 7/15/2026 305 - 22 Chev Silv #25G5QR Enterprise FM Trust 701-0000-4811 72.66 7/15/2026 306 - 24 Chev Silv #27MGRB Enterprise FM Trust 400-0000-4811 123.10 7/15/2026 505 - 23 Chev Silv #26RP8Z Enterprise FM Trust 400-0000-4810 852.23 7/15/2026 134 - 23 Chev Silv #25WNKR Enterprise FM Trust 400-0000-4810 847.32 7/15/2026 410 - 24 GMC Sier #27NDJB Enterprise FM Trust 400-0000-4810 740.84 7/15/2026 202 - 23 Chev Tahoe #25WDVJ Enterprise FM Trust 700-0000-4811 71.46 7/15/2026 314 - 24 Chev Silv #27MGTW Enterprise FM Trust 701-0000-4811 3.13 7/15/2026 305 - 22 Chev Silv #25G5QR Enterprise FM Trust 701-0000-2317 459.81 7/15/2026 314 - 24 Chev Silv #27MGTW Enterprise FM Trust 701-0000-4811 65.58 7/15/2026 308 - 24 Chev Silv #27RZHT Enterprise FM Trust 400-0000-4413 632.10 7/15/2026 214 - 22 Chev Silv #25G5D2 AP - Check Detail (7/29/2026)Page 17 of 54 101 Last Name Acct 1 Amount Check Date Description Enterprise FM Trust 701-0000-2317 462.23 7/15/2026 303 - 24 Chev Silv #27MGR7 Enterprise FM Trust 400-0000-4811 658.05 7/15/2026 205 - 26 Chev Tahoe #29P27H Enterprise FM Trust 701-0000-4811 26.38 7/15/2026 307 - 23 Chev Equinox #262P8K Enterprise FM Trust 400-0000-4810 648.76 7/15/2026 430 - 24 Chry Paci #275N63 Enterprise FM Trust 400-0000-4811 204.69 7/15/2026 801 - 24 Chry Paci #2754MQ Enterprise FM Trust 400-0000-4811 91.05 7/15/2026 502 - 23 Chev Blazer #25XQVB Enterprise FM Trust 400-0000-4811 133.56 7/15/2026 203 - 23 Chev Silv #26RPC3 Enterprise FM Trust 400-0000-4811 234.33 7/15/2026 404 - 24 GMC Sier #27NDJJ Enterprise FM Trust 701-0000-2317 362.14 7/15/2026 305 - 22 Chev Silv #25G5QR Enterprise FM Trust 400-0000-4811 90.96 7/15/2026 402 - 23 Chev Silv #25XGMF Enterprise FM Trust 400-0000-4810 522.87 7/15/2026 606 - 22 Ford Rang #25G23Z Enterprise FM Trust 400-0000-4811 83.73 7/15/2026 403 - 23 Chev Silv #25XGMK Enterprise FM Trust 700-0000-2317 231.84 7/15/2026 307 - 23 Chev Equinox #262P8K Enterprise FM Trust 400-0000-4810 2,022.70 7/15/2026 205 - 26 Chev Tahoe #29P27H Enterprise FM Trust 400-0000-4811 81.99 7/15/2026 132 - 23 Chev Silv #25WNCN Enterprise FM Trust 400-0000-4811 83.31 7/15/2026 602 - 24 Chev Equi #27MF9K 67,471.99 7/15/2026 Enterprise FM Trust 67,471.99 EXECUTIVE TITLE OF MINNESOTA 700-0000-2020 23.91 7/8/2026 Refund Check 103517-000, 404 CIMARRON CIRCLE EXECUTIVE TITLE OF MINNESOTA 701-0000-2020 18.44 7/8/2026 Refund Check 103517-000, 404 CIMARRON CIRCLE EXECUTIVE TITLE OF MINNESOTA 720-0000-2020 10.99 7/8/2026 Refund Check 103517-000, 404 CIMARRON CIRCLE EXECUTIVE TITLE OF MINNESOTA 700-0000-2020 1.06 7/8/2026 Refund Check 103517-000, 404 CIMARRON CIRCLE 54.40 7/8/2026 EXECUTIVE TITLE OF MINNESOTA 54.40 EXECUTIVE TITLE OF MN 720-0000-2020 38.64 7/8/2026 Refund Check 020461-000, 7650 PRAIRIE FLOWER BD EXECUTIVE TITLE OF MN 700-0000-2020 51.89 7/8/2026 Refund Check 020461-000, 7650 PRAIRIE FLOWER BD EXECUTIVE TITLE OF MN 700-0000-2020 3.73 7/8/2026 Refund Check 020461-000, 7650 PRAIRIE FLOWER BD EXECUTIVE TITLE OF MN 701-0000-2020 97.31 7/8/2026 Refund Check 020461-000, 7650 PRAIRIE FLOWER BD 191.57 7/8/2026 EXECUTIVE TITLE OF MN 191.57 FASTENAL COMPANY 101-1550-4120 307.50 7/23/2026 gloves AP - Check Detail (7/29/2026)Page 18 of 54 102 Last Name Acct 1 Amount Check Date Description 307.50 7/23/2026 FASTENAL COMPANY 307.50 Ferguson Waterworks #2518 701-0000-4551 31.54 7/23/2026 lift station 19 supplies Ferguson Waterworks #2518 700-0000-4250 8,360.00 7/23/2026 meter for general mills 8,391.54 7/23/2026 Ferguson Waterworks #2518 700-0000-4260 1,085.01 7/30/2026 water gate valve key 1,085.01 7/30/2026 Ferguson Waterworks #2518 9,476.55 Festival Production Services 101-1613-4402 6,440.00 7/23/2026 4th of July staging 2026 6,440.00 7/23/2026 Festival Production Services 6,440.00 FIDELITY NATIONAL TITLE INSURANCE COMPANY 720-0000-2020 22.05 7/8/2026 Refund Check 097520-000, 2350 FAWN HILL COURT FIDELITY NATIONAL TITLE INSURANCE COMPANY 700-0000-2020 11.48 7/8/2026 Refund Check 097520-000, 2350 FAWN HILL COURT FIDELITY NATIONAL TITLE INSURANCE COMPANY 701-0000-2020 20.59 7/8/2026 Refund Check 097520-000, 2350 FAWN HILL COURT FIDELITY NATIONAL TITLE INSURANCE COMPANY 700-0000-2020 2.13 7/8/2026 Refund Check 097520-000, 2350 FAWN HILL COURT 56.25 7/8/2026 FIDELITY NATIONAL TITLE INSURANCE COMPANY 56.25 FINK TERESE 700-0000-2020 0.06 7/8/2026 Refund Check 106070-000, 1965 PAISLEY PATH FINK TERESE 720-0000-2020 8.93 7/8/2026 Refund Check 106070-000, 1965 PAISLEY PATH FINK TERESE 701-0000-2020 0.16 7/8/2026 Refund Check 106070-000, 1965 PAISLEY PATH FINK TERESE 700-0000-2020 0.86 7/8/2026 Refund Check 106070-000, 1965 PAISLEY PATH 10.01 7/8/2026 AP - Check Detail (7/29/2026)Page 19 of 54 103 Last Name Acct 1 Amount Check Date Description FINK TERESE 10.01 Fire Loss Management LLC 416-0000-4300 250.00 7/30/2026 Review of performance-based design for rec center 250.00 7/30/2026 Fire Loss Management LLC 250.00 FIRST AMERICAN TITLE INSURANCE COMPANY 720-0000-2020 16.52 7/8/2026 Refund Check 005724-000, 8568 CHAN HILLS DR SO FIRST AMERICAN TITLE INSURANCE COMPANY 700-0000-2020 8.07 7/8/2026 Refund Check 005724-000, 8568 CHAN HILLS DR SO FIRST AMERICAN TITLE INSURANCE COMPANY 701-0000-2020 20.81 7/8/2026 Refund Check 005724-000, 8568 CHAN HILLS DR SO FIRST AMERICAN TITLE INSURANCE COMPANY 700-0000-2020 1.60 7/8/2026 Refund Check 005724-000, 8568 CHAN HILLS DR SO FIRST AMERICAN TITLE INSURANCE COMPANY 701-0000-2020 9.38 7/8/2026 Refund Check 010006-002, 6701 MOHAWK DRIVE FIRST AMERICAN TITLE INSURANCE COMPANY 700-0000-2020 3.64 7/8/2026 Refund Check 010006-002, 6701 MOHAWK DRIVE FIRST AMERICAN TITLE INSURANCE COMPANY 700-0000-2020 21.96 7/8/2026 Refund Check 097394-000, 3721 STRAWBERRY LANE FIRST AMERICAN TITLE INSURANCE COMPANY 720-0000-2020 26.18 7/8/2026 Refund Check 097394-000, 3721 STRAWBERRY LANE FIRST AMERICAN TITLE INSURANCE COMPANY 701-0000-2020 22.12 7/8/2026 Refund Check 097394-000, 3721 STRAWBERRY LANE FIRST AMERICAN TITLE INSURANCE COMPANY 700-0000-2020 2.53 7/8/2026 Refund Check 097394-000, 3721 STRAWBERRY LANE FIRST AMERICAN TITLE INSURANCE COMPANY 701-0000-2020 15.02 7/8/2026 Refund Check 010006-000, 6711 MOHAWK DRIVE FIRST AMERICAN TITLE INSURANCE COMPANY 720-0000-2020 11.92 7/8/2026 Refund Check 010006-000, 6711 MOHAWK DRIVE FIRST AMERICAN TITLE INSURANCE COMPANY 700-0000-2020 1.15 7/8/2026 Refund Check 010006-000, 6711 MOHAWK DRIVE FIRST AMERICAN TITLE INSURANCE COMPANY 700-0000-2020 16.01 7/8/2026 Refund Check 010006-000, 6711 MOHAWK DRIVE 176.91 7/8/2026 FIRST AMERICAN TITLE INSURANCE COMPANY 176.91 Flavin Josh 101-1613-4342 300.00 7/23/2026 Fireworks display July 4 overnight security 300.00 7/23/2026 Flavin Josh 300.00 FleetPride, Inc.700-0000-4120 39.56 7/30/2026 coolant additive 39.56 7/30/2026 AP - Check Detail (7/29/2026)Page 20 of 54 104 Last Name Acct 1 Amount Check Date Description FleetPride, Inc. 39.56 FLEX TITLE COMPANY LLC 701-0000-2020 31.31 7/8/2026 Refund Check 013640-000, 3672 LANDINGS DRIVE FLEX TITLE COMPANY LLC 700-0000-2020 1.20 7/8/2026 Refund Check 013640-000, 3672 LANDINGS DRIVE FLEX TITLE COMPANY LLC 720-0000-2020 16.00 7/8/2026 Refund Check 013640-000, 3672 LANDINGS DRIVE FLEX TITLE COMPANY LLC 700-0000-2020 16.69 7/8/2026 Refund Check 013640-000, 3672 LANDINGS DRIVE 65.20 7/8/2026 FLEX TITLE COMPANY LLC 65.20 FLOLID STUART & TAMMY 701-0000-2020 12.92 7/8/2026 Refund Check 099770-000, 952 KIMBERLY LANE FLOLID STUART & TAMMY 700-0000-2020 1.75 7/8/2026 Refund Check 099770-000, 952 KIMBERLY LANE FLOLID STUART & TAMMY 720-0000-2020 5.82 7/8/2026 Refund Check 099770-000, 952 KIMBERLY LANE FLOLID STUART & TAMMY 700-0000-2020 9.62 7/8/2026 Refund Check 099770-000, 952 KIMBERLY LANE 30.11 7/8/2026 FLOLID STUART & TAMMY 30.11 Flow Control Automation LLC 701-0000-4551 3,930.00 7/15/2026 Air vacumm valve LS 19 3,930.00 7/15/2026 Flow Control Automation LLC 3,930.00 Forklifts of Minnesota Inc 101-1320-4120 743.43 7/9/2026 forklift parts 743.43 7/9/2026 Forklifts of Minnesota Inc 743.43 Gerhardt Diane 700-7204-4901 200.00 7/9/2026 Water Wise Rebates- 2 toilets 1 clothes washer 200.00 7/9/2026 AP - Check Detail (7/29/2026)Page 21 of 54 105 Last Name Acct 1 Amount Check Date Description Gerhardt Diane 200.00 GLOBAL CLOSING & TITLE SERVICES 700-0000-2020 33.04 7/8/2026 Refund Check 010006-003, 6701 MOHAWK DRIVE 33.04 7/8/2026 GLOBAL CLOSING & TITLE SERVICES 33.04 GOPHER STATE ONE-CALL INC 700-0000-4300 624.38 7/15/2026 Utility locates-June GOPHER STATE ONE-CALL INC 701-0000-4300 624.37 7/15/2026 Utility locates-June 1,248.75 7/15/2026 GOPHER STATE ONE-CALL INC 1,248.75 GoTo Communications Inc 101-1170-4310 2,595.61 7/8/2026 Telephone & Communication Charges GoTo Communications Inc 101-1312-4310 191.48 7/8/2026 Telephone & Communication Charges GoTo Communications Inc 101-1550-4310 51.19 7/8/2026 Telephone & Communication Charges GoTo Communications Inc 701-0000-4310 58.49 7/8/2026 Telephone & Communication Charges GoTo Communications Inc 700-0000-4310 58.49 7/8/2026 Telephone & Communication Charges 2,955.26 7/8/2026 GoTo Communications Inc 2,955.26 GRAYBAR 101-1350-4565 15,666.30 7/15/2026 streetlight poles 15,666.30 7/15/2026 GRAYBAR 15,666.30 GREAT LAKES COCA-COLA DISTRIBUTION LLC 101-1540-4130 779.52 7/15/2026 Lake Ann Concession Stand - Bulk order for 4th of July 779.52 7/15/2026 GREAT LAKES COCA-COLA DISTRIBUTION LLC 101-1540-4130 438.55 7/30/2026 Concession Beverages - Restock AP - Check Detail (7/29/2026)Page 22 of 54 106 Last Name Acct 1 Amount Check Date Description 438.55 7/30/2026 GREAT LAKES COCA-COLA DISTRIBUTION LLC 1,218.07 Grinnell Kelly 101-1130-4381 87.50 7/8/2026 GFOA Annual Conference - meals & taxi 87.50 7/8/2026 Grinnell Kelly 87.50 Guard Guys, LLC 101-1120-4352 605.00 7/23/2026 Q3 Random drug testing 605.00 7/23/2026 Guard Guys, LLC 605.00 HALLOCK COMPANY 701-0000-4551 222.39 7/30/2026 lift station 3-phase volt 222.39 7/30/2026 HALLOCK COMPANY 222.39 Hautman Dorothy 101-1425-4906 59.98 7/30/2026 Tree Rebate- 2 Trees 59.98 7/30/2026 Hautman Dorothy 59.98 HAWKINS CHEMICAL 700-7043-4160 7,687.51 7/9/2026 chemical 7,687.51 7/9/2026 HAWKINS CHEMICAL 7,687.51 Health Strategies 101-1220-4352 117.00 7/9/2026 Return to duty assessment AP - Check Detail (7/29/2026)Page 23 of 54 107 Last Name Acct 1 Amount Check Date Description 117.00 7/9/2026 Health Strategies 101-1220-4352 582.00 7/30/2026 New hire medical exam 582.00 7/30/2026 Health Strategies 699.00 HealthPartners, Inc.700-0000-2012 8,531.59 7/23/2026 Health Insurance-August HealthPartners, Inc.700-0000-2013 425.21 7/23/2026 Dental Insurance-August HealthPartners, Inc.720-0000-2012 2,909.77 7/23/2026 Health Insurance-August HealthPartners, Inc.101-0000-2013 4,301.63 7/23/2026 Dental Insurance-August HealthPartners, Inc.101-0000-2013 100.05 7/23/2026 Dental Insurance-August HealthPartners, Inc.720-0000-2013 100.02 7/23/2026 Dental Insurance-August HealthPartners, Inc.101-0000-2012 3,335.05 7/23/2026 Health Insurance-August HealthPartners, Inc.701-0000-2013 275.14 7/23/2026 Dental Insurance-August HealthPartners, Inc.101-0000-2012 81,234.90 7/23/2026 Health Insurance-August HealthPartners, Inc.701-0000-2012 4,204.24 7/23/2026 Health Insurance-August 105,417.60 7/23/2026 HealthPartners, Inc. 105,417.60 Heiman, Inc.201-0000-4705 13,507.58 7/15/2026 CIRCUL-AIR Rotojet 200A hose washer 13,507.58 7/15/2026 Heiman, Inc. 13,507.58 HENNEPIN COUNTY 420-1310-4710 43,675.15 7/15/2026 Chanhassen's Share of CSAH 82-Mill Street Project 43,675.15 7/15/2026 HENNEPIN COUNTY 43,675.15 HOISINGTON KOEGLER GROUP 414-4010-4300 4,814.05 7/23/2026 Civic Campus Planning & LA AP - Check Detail (7/29/2026)Page 24 of 54 108 Last Name Acct 1 Amount Check Date Description 4,814.05 7/23/2026 HOISINGTON KOEGLER GROUP 4,814.05 Holton Electric Contractors LLC 701-0000-4551 899.13 7/9/2026 Lift station #10 new neutral bar kit 899.13 7/9/2026 Holton Electric Contractors LLC 700-7019-4120 998.94 7/23/2026 installing GFCI and relocation new wire for analyzer 998.94 7/23/2026 Holton Electric Contractors LLC 1,898.07 I & S Group, Inc 720-6064-4303 1,028.78 7/23/2026 Storm @ 11% I & S Group, Inc 700-6064-4303 467.62 7/23/2026 Water @ 5% I & S Group, Inc 701-6064-4303 467.62 7/23/2026 Sanitary @ 5% I & S Group, Inc 601-6064-4303 7,388.48 7/23/2026 PMP @79% 9,352.50 7/23/2026 I & S Group, Inc 9,352.50 ImperialDade 101-1120-4110 184.50 7/9/2026 Cleaning Supplies 184.50 7/9/2026 ImperialDade 101-1120-4110 610.23 7/30/2026 Cleaning Supplies 610.23 7/30/2026 ImperialDade 794.73 INDEPENDENT SCHOOL DIST 112 101-1530-4320 6,727.29 7/15/2026 April-June Electric INDEPENDENT SCHOOL DIST 112 101-1530-4321 2,175.22 7/15/2026 April-June Natural Gas INDEPENDENT SCHOOL DIST 112 101-1530-4322 1,439.73 7/15/2026 April-June Water/Sewer AP - Check Detail (7/29/2026)Page 25 of 54 109 Last Name Acct 1 Amount Check Date Description 10,342.24 7/15/2026 INDEPENDENT SCHOOL DIST 112 10,342.24 Indigo Signs 101-1320-4150 95.00 7/9/2026 Cubicle Name Plate Change for Caramia 95.00 7/9/2026 Indigo Signs 95.00 Ingram Michael & Elspeth 101-0000-2073 500.00 7/30/2026 Erosion escrow 7506 Erie Ave #712584 500.00 7/30/2026 Ingram Michael & Elspeth 500.00 Innovative Office Solutions LLC 101-1120-4110 89.96 7/15/2026 Public Works Copy paper and 11x17 paper Innovative Office Solutions LLC 101-1120-4110 50.03 7/15/2026 water cardstock for Bldg D batteries 139.99 7/15/2026 Innovative Office Solutions LLC 101-1120-4110 119.41 7/30/2026 Copy paper: 8.5x11 and 11x17 119.41 7/30/2026 Innovative Office Solutions LLC 259.40 Insource Software Solutions Inc 701-0000-4220 7,358.47 7/15/2026 Renewal for SCADA Insource Software Solutions Inc 700-0000-4220 7,358.48 7/15/2026 Renewal for SCADA 14,716.95 7/15/2026 Insource Software Solutions Inc 14,716.95 Interstate All Battery Center 101-1550-4120 98.70 7/23/2026 batteries AP - Check Detail (7/29/2026)Page 26 of 54 110 Last Name Acct 1 Amount Check Date Description 98.70 7/23/2026 Interstate All Battery Center 98.70 IUOE Local #49 701-0000-2004 76.93 7/8/2026 July dues IUOE Local #49 700-0000-2004 203.07 7/8/2026 July dues IUOE Local #49 101-0000-2004 490.00 7/8/2026 July dues 770.00 7/8/2026 IUOE Local #49 770.00 J&M Displays, Inc 101-1613-4342 3,300.00 7/23/2026 4th of July fireworks display teardown & reset fee 3,300.00 7/23/2026 J&M Displays, Inc 101-1613-4342 33,000.00 7/30/2026 2026 4th of July fireworks display 33,000.00 7/30/2026 J&M Displays, Inc 36,300.00 KATH FUEL OIL SERVICE 700-0000-4170 4,239.07 7/9/2026 WTP fuel 4,239.07 7/9/2026 KATH FUEL OIL SERVICE 4,239.07 KELLINGTON CONSTRUCTION 414-4010-4702 28,595.00 7/9/2026 Pay App #18 Civic Campus 28,595.00 7/9/2026 KELLINGTON CONSTRUCTION 28,595.00 Kendall Lisa 101-0000-2021 5.71 7/23/2026 Canoe Rack Rental Kendall Lisa 101-0000-2035 2.05 7/23/2026 Canoe Rack Rental Kendall Lisa 101-1600-3643 62.24 7/23/2026 Canoe Rack Rental AP - Check Detail (7/29/2026)Page 27 of 54 111 Last Name Acct 1 Amount Check Date Description 70.00 7/23/2026 Kendall Lisa 70.00 KIMLEY HORN AND ASSOCIATES INC 601-6057-4303 42,405.07 7/30/2026 Market Blvd 54% KIMLEY HORN AND ASSOCIATES INC 720-6057-4303 32,981.73 7/30/2026 Market Blvd Storm 42% KIMLEY HORN AND ASSOCIATES INC 700-6057-4303 3,141.12 7/30/2026 Market Blvd Water 4% 78,527.92 7/30/2026 KIMLEY HORN AND ASSOCIATES INC 78,527.92 Kraus-Anderson Construction Company 414-4010-4702 35,509.75 7/30/2026 Civic Campus 35,509.75 7/30/2026 Kraus-Anderson Construction Company 35,509.75 Kuester Jim 101-1425-4906 75.00 7/30/2026 Tree Rebate- 1 tree 75.00 7/30/2026 Kuester Jim 75.00 KUSSKE CONSTRUCTION COMPANY 101-1550-4300 1,400.00 7/23/2026 South Lotus boat landing repair 1,400.00 7/23/2026 KUSSKE CONSTRUCTION COMPANY 1,400.00 Lakes at Chanhassen, LLC 481-0000-4804 91,402.24 7/29/2026 TIF #12 pay go note-Lake Place Apartments 91,402.24 7/29/2026 Lakes at Chanhassen, LLC 91,402.24 AP - Check Detail (7/29/2026)Page 28 of 54 112 Last Name Acct 1 Amount Check Date Description LAKETOWN ELECTRIC CORPORATION 414-4010-4702 95,478.93 7/9/2026 Pay App #20 Civic Campus 95,478.93 7/9/2026 LAKETOWN ELECTRIC CORPORATION 95,478.93 Lano Equipment 101-1320-4260 616.00 7/23/2026 chainsaw 616.00 7/23/2026 Lano Equipment 101-1550-4120 1,109.35 7/30/2026 tires / wheels. Bobcat Loader 1,109.35 7/30/2026 Lano Equipment 1,725.35 Lawson Products, Inc.101-1320-4120 215.84 7/9/2026 hardware Lawson Products, Inc.101-1550-4120 127.74 7/9/2026 sealer / paint 343.58 7/9/2026 Lawson Products, Inc.700-0000-4120 58.08 7/15/2026 paint 58.08 7/15/2026 Lawson Products, Inc. 401.66 Leisen Michael 101-1425-4906 75.00 7/30/2026 Tree Rebate- 1 tree 75.00 7/30/2026 Leisen Michael 75.00 Locality Media Inc 101-1220-4237 24,758.13 7/15/2026 First Due annual renewal 24,758.13 7/15/2026 AP - Check Detail (7/29/2026)Page 29 of 54 113 Last Name Acct 1 Amount Check Date Description Locality Media Inc 24,758.13 Lockridge Grindal Nauen P.L.L.P 101-1110-4312 3,333.33 7/23/2026 Lobbying expenses-July 3,333.33 7/23/2026 Lockridge Grindal Nauen P.L.L.P 3,333.33 LVC Companies Inc 101-1310-4359 45.45 7/30/2026 LC Per MN Statute 471.425 LVC Companies Inc 700-7019-4510 980.00 7/30/2026 EWTP - annual fire alarm & sprinkler inspections LVC Companies Inc 700-7043-4510 3,029.74 7/30/2026 R&R dry system compressor WWTP LVC Companies Inc 700-7043-4510 1,400.00 7/30/2026 WWTP - annual fire alarm & sprinkler inspections LVC Companies Inc 101-1312-4510 980.00 7/30/2026 Annual Fire Alarm & Sprinkler Inspection -PW 6,435.19 7/30/2026 LVC Companies Inc 6,435.19 M3 Planning Inc 101-1120-4238 25,000.00 7/15/2026 Madison AI annual fee 25,000.00 7/15/2026 M3 Planning Inc 25,000.00 Marco Inc 101-1160-4411 735.00 7/22/2026 Copier lease 735.00 7/22/2026 Marco Inc 735.00 Matheson Tri-Gas, Inc.101-1370-4170 461.40 7/15/2026 lp gas 461.40 7/15/2026 Matheson Tri-Gas, Inc. 461.40 MERLINS ACE HARDWARE 700-7043-4150 72.52 7/15/2026 Union Sch 40 PVC Cleaner AP - Check Detail (7/29/2026)Page 30 of 54 114 Last Name Acct 1 Amount Check Date Description MERLINS ACE HARDWARE 101-1320-4150 13.99 7/15/2026 Earmuff Pro Mark MERLINS ACE HARDWARE 700-0000-4150 176.34 7/15/2026 AA Batteries Hose Nozzle Paint Thinner MERLINS ACE HARDWARE 101-1310-4120 42.98 7/15/2026 Broom Shovel MERLINS ACE HARDWARE 700-7019-4150 39.98 7/15/2026 Appliance Cord MERLINS ACE HARDWARE 101-1220-4530 49.93 7/15/2026 Spray Paint Sandpaper Sharper stone MERLINS ACE HARDWARE 101-1550-4120 224.68 7/15/2026 Throttle Trigger Fasteners Wedge Anchor MERLINS ACE HARDWARE 101-1550-4260 75.95 7/15/2026 Sawzall Blade Hand Pruner MERLINS ACE HARDWARE 701-0000-4150 5.50 7/15/2026 AA Batteries 701.87 7/15/2026 MERLINS ACE HARDWARE 701.87 Metronet Holdings, LLC 700-7043-4310 56.49 7/8/2026 Telephone & Communication Charges 56.49 7/8/2026 Metronet Holdings, LLC 101-1190-4310 106.32 7/15/2026 Telephone & Communication Charges 106.32 7/15/2026 Metronet Holdings, LLC 162.81 METROPOLITAN COUNCIL 701-0000-4509 264,887.91 7/23/2026 Wastewater services-August 2026 264,887.91 7/23/2026 METROPOLITAN COUNCIL 700-7043-4510 550.00 7/30/2026 industrial discharge permit WWTP METROPOLITAN COUNCIL 700-0000-4510 550.00 7/30/2026 industrial discharge permit EWTP 1,100.00 7/30/2026 METROPOLITAN COUNCIL 265,987.91 Metropolitan Council, Env Svcs 101-1250-3816 -24.85 7/15/2026 June 2026 SAC Metropolitan Council, Env Svcs 701-0000-2023 2,485.00 7/15/2026 June 2026 SAC 2,460.15 7/15/2026 AP - Check Detail (7/29/2026)Page 31 of 54 115 Last Name Acct 1 Amount Check Date Description Metropolitan Council, Env Svcs 2,460.15 METROPOLITAN MECHANICAL CONT 101-1190-4510 3,466.71 7/15/2026 Library - Air filters in AHU METROPOLITAN MECHANICAL CONT 101-1312-4510 8,769.88 7/15/2026 PM RTUs and exhaust/MUA – Chanhassen PW Bldg 12,236.59 7/15/2026 METROPOLITAN MECHANICAL CONT 12,236.59 Midwest Aqua Care, Inc 101-1550-4300 500.00 7/30/2026 Beach weed treatment 500.00 7/30/2026 Midwest Aqua Care, Inc 500.00 Midwest Machinery Co 101-1320-4530 3,430.01 7/23/2026 final drive axle seal repair 3,430.01 7/23/2026 Midwest Machinery Co 3,430.01 Minnesota Equipment 101-1320-4120 -66.06 7/15/2026 steering knob returns Minnesota Equipment 400-4152-4704 53,042.50 7/15/2026 Equipment purchase – diamond drum mower 52,976.44 7/15/2026 Minnesota Equipment 52,976.44 MINNESOTA PETROLEUM SERVICE INC 101-1370-4530 3,256.00 7/9/2026 hoist diagnostc and repair 3,256.00 7/9/2026 MINNESOTA PETROLEUM SERVICE INC 3,256.00 Minnesota Roadways Co 414-4010-4702 46,918.03 7/9/2026 Pay App #7 Civic Campus AP - Check Detail (7/29/2026)Page 32 of 54 116 Last Name Acct 1 Amount Check Date Description 46,918.03 7/9/2026 Minnesota Roadways Co 46,918.03 Minnesota Sodding Company LLC 101-1550-4300 4,978.38 7/30/2026 MSC - Purchase & Install Bases Anchors and Pitching 4,978.38 7/30/2026 Minnesota Sodding Company LLC 4,978.38 Minnkota Architectural Products Co, Inc 414-4010-4702 68,929.56 7/9/2026 Pay App #9 Civic Campus 68,929.56 7/9/2026 Minnkota Architectural Products Co, Inc 68,929.56 Minuteman Press 101-1120-4110 140.00 7/9/2026 Business cards for PW John Wickenhauser Josh Girard 140.00 7/9/2026 Minuteman Press 101-1120-4110 280.00 7/30/2026 Business Cards: Jamie M Rachel J Rachel A Dan Bird 280.00 7/30/2026 Minuteman Press 420.00 MN Counties Computer Cooperative 101-1160-4371 315.00 7/30/2026 Membership to MnCCC training for discounted linkedin 315.00 7/30/2026 MN Counties Computer Cooperative 315.00 MN DEPT OF LABOR AND INDUSTRY 101-1250-3818 -64.01 7/15/2026 June 2026 Surcharge MN DEPT OF LABOR AND INDUSTRY 101-0000-2022 3,196.92 7/15/2026 June 2026 Surcharge 3,132.91 7/15/2026 AP - Check Detail (7/29/2026)Page 33 of 54 117 Last Name Acct 1 Amount Check Date Description MN DEPT OF LABOR AND INDUSTRY 101-1170-4510 75.00 7/30/2026 Chanhassen City Hall Boiler 75.00 7/30/2026 MN DEPT OF LABOR AND INDUSTRY 3,207.91 MN FIRE SERVICE CERTIFICATION BOARD 101-1220-4370 317.00 7/15/2026 FAO Certification-Bolger & Brandt 317.00 7/15/2026 MN FIRE SERVICE CERTIFICATION BOARD 317.00 MN NCPERS LIFE INSURANCE 101-0000-2037 192.00 7/8/2026 July premium 192.00 7/8/2026 MN NCPERS LIFE INSURANCE 192.00 MN VALLEY ELECTRIC COOP 101-1350-4320 50.47 7/8/2026 Electric Charges MN VALLEY ELECTRIC COOP 101-1350-4320 103.23 7/8/2026 Electric Charges MN VALLEY ELECTRIC COOP 101-1350-4320 65.60 7/8/2026 Electric Charges MN VALLEY ELECTRIC COOP 101-1350-4320 5,982.08 7/8/2026 Electric Charges MN VALLEY ELECTRIC COOP 101-1350-4320 213.96 7/8/2026 Electric Charges MN VALLEY ELECTRIC COOP 700-0000-4320 183.69 7/8/2026 Electric Charges MN VALLEY ELECTRIC COOP 701-0000-4320 947.93 7/8/2026 Electric Charges MN VALLEY ELECTRIC COOP 101-1600-4320 79.03 7/8/2026 Electric Charges 7,625.99 7/8/2026 MN VALLEY ELECTRIC COOP 101-1350-4320 121.95 7/22/2026 Electric Charges 121.95 7/22/2026 MN VALLEY ELECTRIC COOP 101-1350-4320 5,848.65 7/29/2026 Electric Charges MN VALLEY ELECTRIC COOP 101-1350-4320 42.54 7/29/2026 Electric Charges MN VALLEY ELECTRIC COOP 101-1600-4320 78.14 7/29/2026 Electric Charges MN VALLEY ELECTRIC COOP 101-1350-4320 61.86 7/29/2026 Electric Charges MN VALLEY ELECTRIC COOP 101-1350-4320 233.29 7/29/2026 Electric Charges MN VALLEY ELECTRIC COOP 101-1350-4320 36.53 7/29/2026 Electric Charges MN VALLEY ELECTRIC COOP 101-1350-4320 109.82 7/29/2026 Electric Charges AP - Check Detail (7/29/2026)Page 34 of 54 118 Last Name Acct 1 Amount Check Date Description MN VALLEY ELECTRIC COOP 101-1350-4320 188.79 7/29/2026 Electric Charges MN VALLEY ELECTRIC COOP 101-1350-4320 98.13 7/29/2026 Electric Charges MN VALLEY ELECTRIC COOP 701-0000-4320 934.90 7/29/2026 Electric Charges MN VALLEY ELECTRIC COOP 700-0000-4320 160.91 7/29/2026 Electric Charges 7,793.56 7/29/2026 MN VALLEY ELECTRIC COOP 15,541.50 Mothershed Michael Eugene 101-1620-4345 1,000.00 7/15/2026 7/30/26 summer concert series performance 1,000.00 7/15/2026 Mothershed Michael Eugene 1,000.00 MSB Excavating & Tiling 410-4410-4751 49,509.68 7/30/2026 Lake Ann Park Preserve 49,509.68 7/30/2026 MSB Excavating & Tiling 49,509.68 MTI DISTRIBUTING INC 101-1550-4120 147.09 7/9/2026 mower parts MTI DISTRIBUTING INC 101-1550-4120 511.42 7/9/2026 mower parts 658.51 7/9/2026 MTI DISTRIBUTING INC 101-1550-4120 335.64 7/15/2026 mower parts 335.64 7/15/2026 MTI DISTRIBUTING INC 994.15 Naab Jesse 101-1425-4906 75.00 7/30/2026 Tree Rebate- 1 tree 75.00 7/30/2026 Naab Jesse 75.00 AP - Check Detail (7/29/2026)Page 35 of 54 119 Last Name Acct 1 Amount Check Date Description NAPA AUTO & TRUCK PARTS 101-1550-4120 4.55 7/9/2026 filter NAPA AUTO & TRUCK PARTS 700-0000-4120 24.90 7/9/2026 O rings NAPA AUTO & TRUCK PARTS 101-1250-4140 29.93 7/9/2026 filters / brake fluid 59.38 7/9/2026 NAPA AUTO & TRUCK PARTS 101-1320-4120 277.47 7/15/2026 filters 277.47 7/15/2026 NAPA AUTO & TRUCK PARTS 701-0000-4120 35.98 7/23/2026 floor dry 35.98 7/23/2026 NAPA AUTO & TRUCK PARTS 101-1550-4120 8.60 7/30/2026 valve stems NAPA AUTO & TRUCK PARTS 101-1550-4120 12.44 7/30/2026 valve stems NAPA AUTO & TRUCK PARTS 101-1550-4120 75.02 7/30/2026 trailer breakaway box 96.06 7/30/2026 NAPA AUTO & TRUCK PARTS 468.89 Nokomis Energy, LLC 700-7019-4320 1,599.94 7/8/2026 Electric Charges Nokomis Energy, LLC 700-0000-4320 544.04 7/8/2026 Electric Charges Nokomis Energy, LLC 700-7043-4320 6,668.23 7/8/2026 Electric Charges 8,812.21 7/8/2026 Nokomis Energy, LLC 8,812.21 Normandale Center for Healing & Wholeness 101-1560-4130 300.00 7/30/2026 Books for Matter of Balance Class 300.00 7/30/2026 Normandale Center for Healing & Wholeness 300.00 Northern Audio Production, Inc.101-1613-4404 4,929.00 7/15/2026 4th of July band lighting and sound 4,929.00 7/15/2026 AP - Check Detail (7/29/2026)Page 36 of 54 120 Last Name Acct 1 Amount Check Date Description Northern Audio Production, Inc. 4,929.00 Northland Real Estate Group 101-1420-3602 1,300.00 7/30/2026 Land use application rescinded prior to city review. Northland Real Estate Group 400-0000-3809 200.00 7/30/2026 Land use application rescinded prior to city review. 1,500.00 7/30/2026 Northland Real Estate Group 1,500.00 NOVEL SOLAR THREE, LLC 701-0000-4320 4,004.21 7/22/2026 Electric Charges NOVEL SOLAR THREE, LLC 101-1350-4320 153.29 7/22/2026 Electric Charges NOVEL SOLAR THREE, LLC 700-0000-4320 7,327.44 7/22/2026 Electric Charges 11,484.94 7/22/2026 NOVEL SOLAR THREE, LLC 11,484.94 Nuss Truck & Equipment 101-1320-4520 9,144.67 7/9/2026 truck differential repair 9,144.67 7/9/2026 Nuss Truck & Equipment 101-1320-4140 483.73 7/30/2026 #103 ac compressor and dryer 483.73 7/30/2026 Nuss Truck & Equipment 9,628.40 NvoicePay 101-1130-4300 735.24 7/15/2026 Payment processing-June 735.24 7/15/2026 NvoicePay 735.24 O'Reilly Automotive Inc 101-1550-4120 7.44 7/15/2026 Market Light 7.44 7/15/2026 AP - Check Detail (7/29/2026)Page 37 of 54 121 Last Name Acct 1 Amount Check Date Description O'Reilly Automotive Inc 7.44 Ott Travis 101-1539-4343 210.00 7/9/2026 Spring TKD Adult Ott Travis 101-1538-4343 52.32 7/9/2026 Spring TKD Youth 262.32 7/9/2026 Ott Travis 262.32 PALMER PAUL 101-1766-4341 234.88 7/15/2026 Regular Season Sub - Softball Umpire 234.88 7/15/2026 PALMER PAUL 234.88 PARTNERS TITLE 700-0000-2020 2.45 7/8/2026 Refund Check 011731-000, 7627 NICHOLAS WAY PARTNERS TITLE 700-0000-2020 17.82 7/8/2026 Refund Check 011731-000, 7627 NICHOLAS WAY PARTNERS TITLE 701-0000-2020 31.96 7/8/2026 Refund Check 011731-000, 7627 NICHOLAS WAY PARTNERS TITLE 720-0000-2020 4.89 7/8/2026 Refund Check 011731-000, 7627 NICHOLAS WAY 57.12 7/8/2026 PARTNERS TITLE 57.12 PATCHIN MESSNER 601-6057-4701 1,650.00 7/15/2026 Consult for Settlement Discussion-Market Blvd/Laredo Dr 1,650.00 7/15/2026 PATCHIN MESSNER 1,650.00 PAULY LYNN 101-1425-4906 75.00 7/30/2026 Tree Rebate- 1 tree 75.00 7/30/2026 PAULY LYNN 75.00 Pike Hudson 101-1550-4360 66.40 7/8/2026 Commercial Driver's license (reimbursement) AP - Check Detail (7/29/2026)Page 38 of 54 122 Last Name Acct 1 Amount Check Date Description 66.40 7/8/2026 Pike Hudson 66.40 Pinkalla Ryan 720-0000-4381 110.20 7/8/2026 Mileage to LMC Conference in Rochester-Presentation 110.20 7/8/2026 Pinkalla Ryan 110.20 Pinnacle Pest Control 101-1170-4510 250.00 7/9/2026 pest control Pinnacle Pest Control 101-1312-4510 250.00 7/9/2026 pest control Pinnacle Pest Control 101-1220-4510 200.00 7/9/2026 pest control Pinnacle Pest Control 700-7019-4510 125.00 7/9/2026 pest control Pinnacle Pest Control 101-1190-4510 225.00 7/9/2026 pest control Pinnacle Pest Control 700-7043-4510 125.00 7/9/2026 pest control 1,175.00 7/9/2026 Pinnacle Pest Control 1,175.00 Pipe Services Corporation 701-7013-4751 74,254.36 7/9/2026 2027 Sanitary Sewer I&I project 74,254.36 7/9/2026 Pipe Services Corporation 74,254.36 PLEHAL BLACKTOPPING INC 101-0000-2033 50.00 7/30/2026 Duplicate Payment - 7611 Prairie Flower Blvd 50.00 7/30/2026 PLEHAL BLACKTOPPING INC 50.00 Potentia MN Solar 101-1170-4320 3,433.84 7/8/2026 Electric Charges Potentia MN Solar 700-0000-4320 2,387.93 7/8/2026 Electric Charges Potentia MN Solar 101-1190-4320 4,560.40 7/8/2026 Electric Charges AP - Check Detail (7/29/2026)Page 39 of 54 123 Last Name Acct 1 Amount Check Date Description 10,382.17 7/8/2026 Potentia MN Solar 101-1170-4320 3,180.88 7/29/2026 Electric Charges Potentia MN Solar 101-1190-4320 4,282.01 7/29/2026 Electric Charges Potentia MN Solar 700-0000-4320 2,171.16 7/29/2026 Electric Charges 9,634.05 7/29/2026 Potentia MN Solar 20,016.22 PRECISE MRM LLC 101-1320-4310 336.00 7/9/2026 AVL for plow trucks 336.00 7/9/2026 PRECISE MRM LLC 101-1320-4310 357.00 7/15/2026 AVL plow trucks 357.00 7/15/2026 PRECISE MRM LLC 693.00 Premium Waters, Inc 101-1550-4120 4.38 7/23/2026 Lake Ann Water 4.38 7/23/2026 Premium Waters, Inc 101-1550-4120 4.38 7/30/2026 water 4.38 7/30/2026 Premium Waters, Inc 8.76 Price Associates LLC 101-1120-4371 5,750.00 7/23/2026 AI Adoption and Governance 5,750.00 7/23/2026 Price Associates LLC 5,750.00 Pro Drilling Group LLC 101-0000-2021 4.91 7/15/2026 Bulk Water Refund Pro Drilling Group LLC 700-0000-3666 55.32 7/15/2026 Bulk Water Refund AP - Check Detail (7/29/2026)Page 40 of 54 124 Last Name Acct 1 Amount Check Date Description 60.23 7/15/2026 Pro Drilling Group LLC 60.23 QC Companies 414-4010-4303 10,127.00 7/9/2026 Pay App #1 Civic Campus 10,127.00 7/9/2026 QC Companies 10,127.00 Rain for Rent 701-0000-4405 1,981.18 7/15/2026 FOG box rental 1,981.18 7/15/2026 Rain for Rent 1,981.18 Ramanathan Unna 101-1425-3640 30.00 7/9/2026 Refund- Community Garden Plot 30.00 7/9/2026 Ramanathan Unna 30.00 Ramsey Excavating Company 414-4010-4702 31,201.19 7/9/2026 Pay App #18 Civic Campus 31,201.19 7/9/2026 Ramsey Excavating Company 31,201.19 Rauen Jon 101-1425-4906 150.00 7/30/2026 Tree Rebate - 2 River Birch Trees 150.00 7/30/2026 Rauen Jon 150.00 Raymakers Jack 101-1425-4906 150.00 7/30/2026 Tree Rebate- 2 trees AP - Check Detail (7/29/2026)Page 41 of 54 125 Last Name Acct 1 Amount Check Date Description 150.00 7/30/2026 Raymakers Jack 150.00 Rent N Save Portable Services 101-1600-4300 359.90 7/15/2026 Memorial Day Ceremony - Portable Restrooms Rent N Save Portable Services 101-1613-4410 5,705.10 7/15/2026 4th of July restrooms 6,065.00 7/15/2026 Rent N Save Portable Services 101-1550-4400 5,505.20 7/23/2026 portable restrooms 5,505.20 7/23/2026 Rent N Save Portable Services 11,570.20 ROADKILL ANIMAL CONTROL 101-1320-4300 1,122.00 7/23/2026 road side clean up roadkill 1,122.00 7/23/2026 ROADKILL ANIMAL CONTROL 1,122.00 Rollier Jonathan 700-7204-4901 100.00 7/9/2026 Water Wise Rebate- Clothes Washer 100.00 7/9/2026 Rollier Jonathan 100.00 SAINT HUBERT'S CHURCH 700-0000-2020 2,810.61 7/29/2026 Refund Check 006348-001, 8201 MAIN STREET SPRINKLER 2,810.61 7/29/2026 SAINT HUBERT'S CHURCH 2,810.61 SEH 410-4410-4751 23,943.79 7/30/2026 Lake Ann Park Preserve 23,943.79 7/30/2026 AP - Check Detail (7/29/2026)Page 42 of 54 126 Last Name Acct 1 Amount Check Date Description SEH 23,943.79 Senja Inc 101-1539-4343 249.60 7/30/2026 Tai Chi instruction 4263.108 249.60 7/30/2026 Senja Inc 249.60 Shore Anthony 101-1560-4345 300.00 7/29/2026 Anthony Shore - 8/6/26-Elvis 300.00 7/29/2026 Shore Anthony 300.00 Silva Screenprinting & Dist, LLC 101-1613-4300 180.13 7/15/2026 hats for bingo prizes 180.13 7/15/2026 Silva Screenprinting & Dist, LLC 101-1638-4130 1,627.27 7/23/2026 Lake Ann Adventure Camp shirts 1,627.27 7/23/2026 Silva Screenprinting & Dist, LLC 1,807.40 SiteOne Landscape Supply 101-1550-4150 539.08 7/23/2026 Ballfield Dry (restock) 539.08 7/23/2026 SiteOne Landscape Supply 539.08 SM HENTGES & SONS 601-6140-4751 47,152.92 7/9/2026 County @75% SM HENTGES & SONS 601-6040-4751 15,717.64 7/9/2026 City @ 25% 62,870.56 7/9/2026 SM HENTGES & SONS 62,870.56 AP - Check Detail (7/29/2026)Page 43 of 54 127 Last Name Acct 1 Amount Check Date Description SOFTWARE HOUSE INTERNATIONAL 101-1160-4205 8,085.79 7/30/2026 Keeper password manager enterprise renewal 8,085.79 7/30/2026 SOFTWARE HOUSE INTERNATIONAL 8,085.79 SOUTHWEST CORRIDOR TRANS COAL 101-1110-4360 3,500.00 7/30/2026 2026 SWCTC dues contribution 3,500.00 7/30/2026 SOUTHWEST CORRIDOR TRANS COAL 3,500.00 Springbrook 720-0000-4358 81.52 7/9/2026 CivicPay Transaction Fee Springbrook 701-0000-4358 163.04 7/9/2026 CivicPay Transaction Fee Springbrook 700-0000-4358 163.04 7/9/2026 CivicPay Transaction Fee 407.60 7/9/2026 Springbrook 407.60 Stone Cottage Construction 101-0000-2073 3,750.00 7/30/2026 Erosion escrow 921 Carver Beach Rd #530391 3,750.00 7/30/2026 Stone Cottage Construction 3,750.00 SUMMIT FIRE PROTECTION 414-4010-4702 15,983.75 7/9/2026 Pay App #4 Civic Campus SUMMIT FIRE PROTECTION 700-7019-4510 -623.00 7/9/2026 refund duplicate payment-fire alarm monitoring 15,360.75 7/9/2026 SUMMIT FIRE PROTECTION 15,360.75 Sunrise Hills Civic Association 101-1425-4906 150.00 7/30/2026 Tree Rebate- 2 trees 150.00 7/30/2026 AP - Check Detail (7/29/2026)Page 44 of 54 128 Last Name Acct 1 Amount Check Date Description Sunrise Hills Civic Association 150.00 Superior Diving Repair Inc 101-1220-4530 250.00 7/30/2026 Water rescue suit testing and repairs 250.00 7/30/2026 Superior Diving Repair Inc 250.00 Survey Supply Inc 701-0000-4150 1,581.39 7/30/2026 locating paint cans Survey Supply Inc 700-0000-4150 1,581.39 7/30/2026 locating paint cans 3,162.78 7/30/2026 Survey Supply Inc 3,162.78 Taylor Electric Company, LLC 101-1312-4510 260.00 7/15/2026 service call switch gear generator Taylor Electric Company, LLC 101-1350-4565 5,055.00 7/15/2026 street light repairs 5,315.00 7/15/2026 Taylor Electric Company, LLC 5,315.00 Terris Wendy & Marc 101-0000-2073 500.00 7/30/2026 Erosion escrow 3738 Hickory Rd #712749 500.00 7/30/2026 Terris Wendy & Marc 500.00 The Mustard Seed, Inc.701-0000-4510 200.00 7/23/2026 landscaping LS #24 200.00 7/23/2026 The Mustard Seed, Inc. 200.00 THE TITLE GROUP INC 720-0000-2020 29.75 7/8/2026 Refund Check 007014-000, 513 LAREDO LANE THE TITLE GROUP INC 700-0000-2020 19.38 7/8/2026 Refund Check 007014-000, 513 LAREDO LANE THE TITLE GROUP INC 700-0000-2020 2.87 7/8/2026 Refund Check 007014-000, 513 LAREDO LANE AP - Check Detail (7/29/2026)Page 45 of 54 129 Last Name Acct 1 Amount Check Date Description THE TITLE GROUP INC 701-0000-2020 29.73 7/8/2026 Refund Check 007014-000, 513 LAREDO LANE THE TITLE GROUP INC 720-0000-2020 18.68 7/8/2026 Refund Check 006801-000, 405 HIGHLAND DRIVE THE TITLE GROUP INC 700-0000-2020 7.34 7/8/2026 Refund Check 006801-000, 405 HIGHLAND DRIVE THE TITLE GROUP INC 701-0000-2020 13.76 7/8/2026 Refund Check 006801-000, 405 HIGHLAND DRIVE THE TITLE GROUP INC 700-0000-2020 1.80 7/8/2026 Refund Check 006801-000, 405 HIGHLAND DRIVE THE TITLE GROUP INC 700-0000-2020 0.38 7/8/2026 Refund Check 014174-000, 1130 DOVE COURT THE TITLE GROUP INC 701-0000-2020 12.23 7/8/2026 Refund Check 014174-000, 1130 DOVE COURT THE TITLE GROUP INC 700-0000-2020 9.89 7/8/2026 Refund Check 014174-000, 1130 DOVE COURT THE TITLE GROUP INC 720-0000-2020 3.88 7/8/2026 Refund Check 014174-000, 1130 DOVE COURT 149.69 7/8/2026 THE TITLE GROUP INC 149.69 The Vanella Group of MN LLC 101-1613-4410 10,818.41 7/15/2026 4th of July waste removal operation 2026 10,818.41 7/15/2026 The Vanella Group of MN LLC 10,818.41 The Venue on 78th LLC 480-0000-4804 143,373.41 7/29/2026 TIF #11 Pay-go Note B 143,373.41 7/29/2026 The Venue on 78th LLC 143,373.41 TimeSaver Off Site Secretarial, Inc 101-1125-4300 178.00 7/15/2026 Park and Rec Commission Minutes 6.23.26 TimeSaver Off Site Secretarial, Inc 101-1125-4300 178.00 7/15/2026 City Council minutes June 22 2026 356.00 7/15/2026 TimeSaver Off Site Secretarial, Inc 101-1125-4300 219.50 7/30/2026 Planning Commission Minutes 7/7/26 219.50 7/30/2026 TimeSaver Off Site Secretarial, Inc 575.50 TITLEMARK LLC 701-0000-2020 26.15 7/8/2026 Refund Check 011498-000, 1480 PARK ROAD TITLEMARK LLC 700-0000-2020 16.06 7/8/2026 Refund Check 011498-000, 1480 PARK ROAD AP - Check Detail (7/29/2026)Page 46 of 54 130 Last Name Acct 1 Amount Check Date Description TITLEMARK LLC 700-0000-2020 2.14 7/8/2026 Refund Check 011498-000, 1480 PARK ROAD TITLEMARK LLC 700-0000-2020 1.43 7/8/2026 Refund Check 011498-000, 1480 PARK ROAD TITLEMARK LLC 720-0000-2020 184.98 7/8/2026 Refund Check 011498-000, 1480 PARK ROAD 230.76 7/8/2026 TITLEMARK LLC 230.76 Tobin Michael 101-0000-2035 2.05 7/23/2026 Canoe Rack Rental Tobin Michael 101-1600-3643 62.24 7/23/2026 Canoe Rack Rental Tobin Michael 101-0000-2021 5.71 7/23/2026 Canoe Rack Rental 70.00 7/23/2026 Tobin Michael 70.00 TOWN & COUNTRY FENCE 101-1550-4300 1,275.13 7/23/2026 Fence repair Lake Ann 1,275.13 7/23/2026 TOWN & COUNTRY FENCE 1,275.13 TRAFFIC CONTROL CORPORATION 101-1350-4120 456.00 7/15/2026 pedestrian push buttons 456.00 7/15/2026 TRAFFIC CONTROL CORPORATION 456.00 TWIN CITIES & WESTERN RR CO 700-0000-4509 907.65 7/9/2026 Annual Fee for Utility Crossing #438.6-20050601 907.65 7/9/2026 TWIN CITIES & WESTERN RR CO 907.65 Twin Cities Transport & Recovery, Inc 101-1220-4372 1,200.00 7/23/2026 Vehicles for Training 1,200.00 7/23/2026 AP - Check Detail (7/29/2026)Page 47 of 54 131 Last Name Acct 1 Amount Check Date Description Twin Cities Transport & Recovery, Inc 1,200.00 UGARTE ROLAND & TAYLOR 700-0000-2020 2.66 7/8/2026 Refund Check 101504-000, 2051 PINEHURST DRIVE UGARTE ROLAND & TAYLOR 700-0000-2020 70.20 7/8/2026 Refund Check 101504-000, 2051 PINEHURST DRIVE UGARTE ROLAND & TAYLOR 701-0000-2020 138.84 7/8/2026 Refund Check 101504-000, 2051 PINEHURST DRIVE UGARTE ROLAND & TAYLOR 720-0000-2020 27.57 7/8/2026 Refund Check 101504-000, 2051 PINEHURST DRIVE 239.27 7/8/2026 UGARTE ROLAND & TAYLOR 239.27 ULINE INC 101-1600-4130 1,028.13 7/9/2026 Cable protectors 1,028.13 7/9/2026 ULINE INC 1,028.13 USA BLUE BOOK 700-7019-4160 1,184.08 7/15/2026 chemicals supply etp 1,184.08 7/15/2026 USA BLUE BOOK 700-7019-4160 309.81 7/30/2026 chemicals supplies 309.81 7/30/2026 USA BLUE BOOK 1,493.89 VALLEY PAVING INC 601-6057-4751 841,839.89 7/30/2026 PMP VALLEY PAVING INC 720-6057-4751 222,361.74 7/30/2026 Storm VALLEY PAVING INC 700-6057-4751 94,025.38 7/30/2026 Water 1,158,227.01 7/30/2026 VALLEY PAVING INC 1,158,227.01 VERIZON WIRELESS 101-1530-4310 38.41 7/29/2026 Telephone & Communication Charges VERIZON WIRELESS 700-0000-4310 491.03 7/29/2026 Telephone & Communication Charges VERIZON WIRELESS 101-1220-4310 650.95 7/29/2026 Telephone & Communication Charges AP - Check Detail (7/29/2026)Page 48 of 54 132 Last Name Acct 1 Amount Check Date Description VERIZON WIRELESS 101-1540-4310 40.01 7/29/2026 Telephone & Communication Charges VERIZON WIRELESS 101-1312-4310 115.23 7/29/2026 Telephone & Communication Charges VERIZON WIRELESS 101-1520-4310 38.41 7/29/2026 Telephone & Communication Charges VERIZON WIRELESS 101-1600-4310 200.97 7/29/2026 Telephone & Communication Charges VERIZON WIRELESS 720-0000-4310 211.31 7/29/2026 Telephone & Communication Charges VERIZON WIRELESS 701-0000-4310 95.13 7/29/2026 Telephone & Communication Charges VERIZON WIRELESS 101-1110-4310 20.02 7/29/2026 Telephone & Communication Charges VERIZON WIRELESS 101-1370-4310 101.14 7/29/2026 Telephone & Communication Charges VERIZON WIRELESS 101-1120-4310 131.85 7/29/2026 Telephone & Communication Charges VERIZON WIRELESS 101-1170-4310 115.23 7/29/2026 Telephone & Communication Charges VERIZON WIRELESS 101-1160-4310 115.23 7/29/2026 Telephone & Communication Charges VERIZON WIRELESS 101-1320-4310 311.41 7/29/2026 Telephone & Communication Charges VERIZON WIRELESS 101-1250-4310 292.15 7/29/2026 Telephone & Communication Charges VERIZON WIRELESS 101-1420-4310 173.68 7/29/2026 Telephone & Communication Charges VERIZON WIRELESS 700-0000-4310 95.13 7/29/2026 Telephone & Communication Charges VERIZON WIRELESS 101-1310-4310 228.07 7/29/2026 Telephone & Communication Charges VERIZON WIRELESS 701-0000-4310 351.92 7/29/2026 Telephone & Communication Charges VERIZON WIRELESS 101-1550-4310 429.03 7/29/2026 Telephone & Communication Charges 4,246.31 7/29/2026 VERIZON WIRELESS 4,246.31 W.L. Hall Co.101-1530-4510 1,130.00 7/30/2026 Wall service 1,130.00 7/30/2026 W.L. Hall Co. 1,130.00 Wall Priya 101-1638-4130 5.00 7/22/2026 Lake Ann Camp penny hunt game 5.00 7/22/2026 Wall Priya 5.00 Warning Lites of Minnesota, Inc.101-1613-4410 4,945.00 7/23/2026 4th of July traffic control barricades and cones 4,945.00 7/23/2026 AP - Check Detail (7/29/2026)Page 49 of 54 133 Last Name Acct 1 Amount Check Date Description Warning Lites of Minnesota, Inc. 4,945.00 Waste Management of Minnesota, Inc 101-1550-4329 737.42 7/15/2026 Garbage Service-July Waste Management of Minnesota, Inc 700-0000-4329 18.81 7/15/2026 Garbage Service-July Waste Management of Minnesota, Inc 101-1220-4329 87.53 7/15/2026 Garbage service-July Waste Management of Minnesota, Inc 701-0000-4329 18.81 7/15/2026 Garbage Service-July Waste Management of Minnesota, Inc 101-1613-4410 219.92 7/15/2026 4th of July Carnival dumpster delivery Waste Management of Minnesota, Inc 101-1312-4329 150.51 7/15/2026 Garbage Service-July Waste Management of Minnesota, Inc 101-1170-4329 195.78 7/15/2026 Garbage service-July Waste Management of Minnesota, Inc 101-1190-4329 360.59 7/15/2026 Garbage service-July 1,789.37 7/15/2026 Waste Management of Minnesota, Inc 101-1550-4300 725.80 7/30/2026 Lake Ann park shop dumpster + delivery Waste Management of Minnesota, Inc 101-1613-4410 725.81 7/30/2026 4th of July Lake Ann dumpster + delivery Waste Management of Minnesota, Inc 101-1613-4410 580.43 7/30/2026 4th of July Carnival dumpster 2,032.04 7/30/2026 Waste Management of Minnesota, Inc 3,821.41 WATERMARK TITLE AGENCY 700-0000-2020 14.94 7/8/2026 Refund Check 102413-000, 2001 PAISLEY PATH WATERMARK TITLE AGENCY 720-0000-2020 11.85 7/8/2026 Refund Check 102413-000, 2001 PAISLEY PATH WATERMARK TITLE AGENCY 701-0000-2020 19.89 7/8/2026 Refund Check 102413-000, 2001 PAISLEY PATH WATERMARK TITLE AGENCY 700-0000-2020 1.15 7/8/2026 Refund Check 102413-000, 2001 PAISLEY PATH 47.83 7/8/2026 WATERMARK TITLE AGENCY 47.83 WATSON COMPANY 101-1540-4130 517.91 7/30/2026 Lake Ann concessions food restock WATSON COMPANY 101-1540-4130 1,439.74 7/30/2026 Lake Ann Concessions - Food Restock WATSON COMPANY 101-1540-4130 2,541.54 7/30/2026 Lake Ann Concessions - Startup Food 4,499.19 7/30/2026 WATSON COMPANY 4,499.19 WATTENHOFER DANIEL 101-1425-4906 150.00 7/30/2026 Tree Rebate- 2 trees AP - Check Detail (7/29/2026)Page 50 of 54 134 Last Name Acct 1 Amount Check Date Description 150.00 7/30/2026 WATTENHOFER DANIEL 150.00 Weaver Cory 101-1425-4906 75.00 7/30/2026 Tree Rebate- 1 tree 75.00 7/30/2026 Weaver Cory 75.00 WENCK MICAH 701-0000-2020 42.48 7/8/2026 Refund Check 104673-000, 8508 WATERS EDGE DRIVE WENCK MICAH 720-0000-2020 11.82 7/8/2026 Refund Check 104673-000, 8508 WATERS EDGE DRIVE WENCK MICAH 700-0000-2020 37.39 7/8/2026 Refund Check 104673-000, 8508 WATERS EDGE DRIVE WENCK MICAH 700-0000-2020 1.14 7/8/2026 Refund Check 104673-000, 8508 WATERS EDGE DRIVE 92.83 7/8/2026 WENCK MICAH 92.83 Wendt Scott 101-1425-4906 75.00 7/30/2026 Tree Rebate- 1 tree 75.00 7/30/2026 Wendt Scott 75.00 WM MUELLER & SONS INC 700-0000-4550 21.62 7/9/2026 water repair WM MUELLER & SONS INC 700-0000-4150 68.71 7/9/2026 drain tile project WM MUELLER & SONS INC 101-1320-4157 313.95 7/9/2026 pothole patching WM MUELLER & SONS INC 101-1320-4157 500.50 7/9/2026 pothole patching 904.78 7/9/2026 WM MUELLER & SONS INC 700-0000-4150 288.27 7/15/2026 material for water repair WM MUELLER & SONS INC 101-1320-4157 269.04 7/15/2026 patching city hall parking lot WM MUELLER & SONS INC 101-1320-4157 512.33 7/15/2026 pothole patching WM MUELLER & SONS INC 101-1320-4157 329.42 7/15/2026 pothole patching WM MUELLER & SONS INC 101-1320-4157 100.10 7/15/2026 pothole patching AP - Check Detail (7/29/2026)Page 51 of 54 135 Last Name Acct 1 Amount Check Date Description 1,499.16 7/15/2026 WM MUELLER & SONS INC 101-1320-4157 532.00 7/23/2026 patching 532.00 7/23/2026 WM MUELLER & SONS INC 700-0000-4150 112.00 7/30/2026 hauling out dirt from water project WM MUELLER & SONS INC 700-0000-4150 429.32 7/30/2026 water main repair/patch WM MUELLER & SONS INC 700-0000-4150 280.00 7/30/2026 hauling out dirt from project WM MUELLER & SONS INC 101-1320-4157 197.60 7/30/2026 asphalt repair 1,018.92 7/30/2026 WM MUELLER & SONS INC 3,954.86 WSB & ASSOCIATES INC 420-4153-4706 1,805.05 7/15/2026 Lake Ann Beach Improvements WSB & ASSOCIATES INC 720-7025-4300 18,402.50 7/15/2026 2025 Pond Maintenance WSB & ASSOCIATES INC 410-0000-4706 3,540.68 7/15/2026 Lake Ann Beach Improvements WSB & ASSOCIATES INC 601-6066-4303 5,055.75 7/15/2026 Sanitary Sewer Extension - 8850 Audubon Road WSB & ASSOCIATES INC 720-0000-4300 681.50 7/15/2026 2026 WCA Support WSB & ASSOCIATES INC 720-0000-4300 1,438.37 7/15/2026 2026 WR Support Services WSB & ASSOCIATES INC 601-6040-4300 2,188.01 7/15/2026 City @ 25% WSB & ASSOCIATES INC 701-0000-4706 416.54 7/15/2026 Lake Ann Beach Improvements WSB & ASSOCIATES INC 720-0000-4706 1,180.23 7/15/2026 Lake Ann Beach Improvements WSB & ASSOCIATES INC 601-6140-4300 6,564.06 7/15/2026 County @75% 41,272.69 7/15/2026 WSB & ASSOCIATES INC 41,272.69 WW GRAINGER INC 701-0000-4551 15.06 7/9/2026 lift station #34 supplies 15.06 7/9/2026 WW GRAINGER INC 700-7043-4530 1,652.33 7/15/2026 inline duct fan 1,652.33 7/15/2026 WW GRAINGER INC 101-1312-4510 45.19 7/30/2026 PW Bldg toilet repairs WW GRAINGER INC 101-1312-4510 15.54 7/30/2026 PW Bldg toilet repairs AP - Check Detail (7/29/2026)Page 52 of 54 136 Last Name Acct 1 Amount Check Date Description 60.73 7/30/2026 WW GRAINGER INC 1,728.12 XCEL ENERGY INC 101-1350-4320 6,748.45 7/8/2026 Electric Charges XCEL ENERGY INC 101-1350-4320 27,357.41 7/8/2026 Electric Charges 34,105.86 7/8/2026 XCEL ENERGY INC 101-1350-4320 24.72 7/22/2026 Electric Charges XCEL ENERGY INC 700-0000-4320 220.93 7/22/2026 Electric Charges 245.65 7/22/2026 XCEL ENERGY INC 700-7019-4320 3,501.66 7/29/2026 Electric Charges XCEL ENERGY INC 101-1600-4320 403.83 7/29/2026 Electric Charges XCEL ENERGY INC 101-1540-4320 2,227.17 7/29/2026 Electric Charges XCEL ENERGY INC 700-0000-4320 124.05 7/29/2026 Electric Charges XCEL ENERGY INC 101-1350-4320 37.78 7/29/2026 Electric Charges XCEL ENERGY INC 700-7043-4320 1,149.00 7/29/2026 Electric Charges XCEL ENERGY INC 101-1600-4320 23.04 7/29/2026 Electric Charges XCEL ENERGY INC 101-1550-4320 -91.12 7/29/2026 Electric Charges XCEL ENERGY INC 101-1350-4320 18,700.67 7/29/2026 Electric Charges XCEL ENERGY INC 700-0000-4320 10,520.13 7/29/2026 Electric Charges XCEL ENERGY INC 101-1220-4320 2,259.02 7/29/2026 Electric Charges XCEL ENERGY INC 101-1170-4320 -2,821.90 7/29/2026 Electric Charges XCEL ENERGY INC 701-0000-4320 202.25 7/29/2026 Electric Charges XCEL ENERGY INC 101-1120-1193 128.07 7/29/2026 Electric Charges XCEL ENERGY INC 101-1220-4320 1.42 7/29/2026 Electric Charges XCEL ENERGY INC 101-1170-4320 69.07 7/29/2026 Electric Charges XCEL ENERGY INC 101-1190-4320 1,475.73 7/29/2026 Electric Charges XCEL ENERGY INC 700-0000-4320 202.25 7/29/2026 Electric Charges XCEL ENERGY INC 101-1312-4320 1,618.01 7/29/2026 Electric Charges XCEL ENERGY INC 101-1170-4320 -488.17 7/29/2026 Electric Charges 39,241.96 7/29/2026 XCEL ENERGY INC 73,593.47 Xuan Tuyet Doan-Nguyen Jennifer 101-1538-4343 655.80 7/9/2026 Spring TKD AP - Check Detail (7/29/2026)Page 53 of 54 137 Last Name Acct 1 Amount Check Date Description 655.80 7/9/2026 Xuan Tuyet Doan-Nguyen Jennifer 655.80 Yamaha Golf & Utility 101-1613-4410 520.00 7/9/2026 4th of July golf cart Fire Yamaha Golf & Utility 101-1613-4410 1,030.00 7/9/2026 4th of July golf cart Parks 1,550.00 7/9/2026 Yamaha Golf & Utility 1,550.00 ZIEGLER INC 101-1613-4410 750.00 7/23/2026 4th of July light towers 750.00 7/23/2026 ZIEGLER INC 101-1613-4342 150.00 7/30/2026 Rescheduled fireworks display light tower 150.00 7/30/2026 ZIEGLER INC 900.00 Zuerlein John 101-1425-4906 150.00 7/30/2026 Tree rebate – 2 trees 150.00 7/30/2026 Zuerlein John 150.00 3,540,418.56 AP - Check Detail (7/29/2026)Page 54 of 54 138 City Council Item August 10, 2026 Item Amendment to Downtown Water Tower Antennae Agreement with Verizon Wireless File No.N/A Item No: D.7 Agenda Section CONSENT AGENDA Prepared By Matt Unmacht, Assistant City Manager Reviewed By Charlie Howley SUGGESTED ACTION "The Chanhassen City Council approves Amendment No. 5 to the Lease Agreement with Verizon Wireless for the Downtown Water Tower." Motion Type Simple Majority Vote of members present Strategic Priority Financial Sustainability SUMMARY Verizon Wireless has requested a lease amendment to extend its existing lease for cellular equipment located on the city's water tower at 500 W. 76th Street (downtown). The proposed amendment extends the lease by four additional five-year renewal terms following the expiration of the current term, establishes monthly rent of $3,056, and includes an annual rent escalation of 2%. BACKGROUND The City of Chanhassen and Verizon are parties to a Water Tower Antennae Agreement originally dated June 25, 1997, as amended in 2005, 2008, 2013, and 2015. Under the agreement, Verizon leases a portion of the City's water tower located at 500 W. 76th Street (downtown) to operate cellular network equipment. 139 DISCUSSION These lease amendments are fairly standard, and the attached agreement was prepared by the City Attorney's office. BUDGET The revenue from water tower antenna leases are part of the General Fund. RECOMMENDATION Staff recommends the City Council approve this amendment to the lease agreement. ATTACHMENTS MIN Dovetail - 5th Amendment GJ 7.17.26 140 MIN Dovetail MDG: 5000094474 1 239545v1 AMENDMENT NO. 5 TO WATER TOWER ANTENNAE AGREEMENT This Amendment No. 5 to Water Tower Antennae Agreement (“Amendment”) is made this __day of , 20__, by and between the City of Chanhassen (hereinafter referred to as the “City”) and Cellco Partnership d/b/a Verizon Wireless, as successor in interest to Verizon Wireless (VAW) LLC d/b/a Verizon Wireless (hereinafter referred to as “Communications Company”) with its principal offices located at One Verizon Way, Mail Stop 4AW100, Basking Ridge, New Jersey 07920. RECITALS A. City and Communications Company, or their predecessors in interest, are parties to a Water Tower Antennae Agreement dated June 25, 1997, as previously amended by a First Amendment dated February 11, 2005, a Second Amendment dated August 25, 2008, a Third Amendment dated September 13, 2013, and a Fourth Amendment dated October 20, 2015 (collectively the “Agreement”), whereby City has leased a portion of the City’s Property (as defined in the Agreement) to Communications Company as situated substantially as shown in Exhibits B, B-1, and B-2 of the Agreement. B. City and Communication Company desire to amend the Agreement to provide for an extension of the Agreement with modified terms. AGREEMENT NOW, THEREFORE, in consideration of the facts contained in the Recitals above, the mutual covenants and conditions below, and other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, the parties agree as follows: 1. ADDITIONAL EXTENSIONS. Commencing on May 1, 2027 (“Extension Commencement Date”), the Agreement shall be extended for one (1) additional 5-year extension term. The initial monthly rent starting on the Extension Commencement Date shall be Three Thousand Fifty-Six and 00/100 Dollars ($3,056.00) to be paid on or before the first day of the month. Thereafter, the Agreement shall automatically be extended for three (3) additional five (5) year terms unless Communications Company or the City terminates it at the end of the then current term by giving the other party written notice of the intent to terminate at least eighteen (18) months prior to the end of the then current term. The initial term and all extensions shall be collectively referred to herein as the “Term”. The monthly rent shall be increased on each annual anniversary of the Extension Commencement Date by two percent (2%). 2. NOTICES. The notice address for Communications Company is hereby updated as per the below: Verizon Wireless Basking Ridge Mail Hub Attn: Legal Intake One Verizon Way 141 MIN Dovetail MDG: 5000094474 2 239545v1 Basking Ridge, New Jersey 07920 With a copy to: gprealestate@verizon.com 3. RATIFICATION OF THE AGREEMENT. Except as specifically modified by this Amendment, the parties agree that all of the terms and conditions of the Agreement are in full force and effect and remain unmodified, and the parties hereby ratify and reaffirm the terms and conditions of the Agreement and agree to perform and comply with the same. In the event of a conflict between any term or provision of the Agreement and this Amendment, the terms and provisions of this Amendment shall control. In addition, except as otherwise stated in this Amendment, all initially capitalized terms will have the same respective defined meaning stated in the Agreement. All captions are for reference purposes only and shall not be used in the construction or interpretation of this Amendment. [SIGNATURE PAGE FOLLOWS] 142 MIN Dovetail MDG: 5000094474 3 239545v1 IN WITNESS WHEREOF, City and Communications Company have caused this Amendment to be executed by each party’s duly authorized representative effective as of the date written below. CITY: CITY OF CHANHASSEN By: Name: Its: By: Name: Its: Date: CITY ACKNOWLEDGEMENT STATE OF MINNESOTA ) ) SS. COUNTY OF CARVER ) On this ___ day of 202___before me, the undersigned, Notary Public in and for the State of Minnesota, duly commissioned and sworn, personally appeared and the Mayor and City Manager of the City of Chanhassen, that executed the foregoing instrument, to be free and voluntary and deed of the City, for the uses and purposes therein mentioned, and on oath stated they are authorized to execute said instrument. IN WITNESS WEREOF, I have hereunto set my hand and affixed my official seal the day and year first written above. Print Name: Notary Public for the State of Minnesota My appointment expires: 143 MIN Dovetail MDG: 5000094474 4 239545v1 COMMUNICATIONS COMPANY: CELLCO PARTNERSHIP d/b/a VERIZON WIRELESS By: Name: Its: COMMUNICATION COMPANY ACKNOWLEDGEMENT STATE OF ) )SS. COUNTY OF ) On this __ day of 20__, before me, the undersigned, a Notary Public in and for the State of , duly commissioned and sworn, personally appeared the of Cellco Partnership d/b/a Verizon Wireless, that executed the foregoing instrument, and acknowledged said instrument to be free and voluntary and deed of Cellco Partnership d/b/a Verizon Wireless, for the uses and purposes therein mentioned, and on oath stated they are authorized to execute said instrument. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year first above written. Print Name: Notary Public for the State of My appointment expires: 144 City Council Item August 10, 2026 Item Approve Temporary Liquor License, St Hubert's, September 26, 2026 File No.Item No: D.8 Agenda Section CONSENT AGENDA Prepared By Jenny Potter, City Clerk Reviewed By Laurie Hokkanen SUGGESTED ACTION "The Chanhassen City Council approves the request from St. Hubert's Catholic Church for a temporary liquor license for their September 26, 2026 Harvest Festival." Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY St. Hubert's church has submitted a temporary event permit for their Harvest Festival to be held on September 26, 2026. They will have live music, inflatables, carnival games, food trucks, and food vendors. They have included in their temporary event permit an application for a 1-4 day temporary on- sale liquor license. St. Hubert's must provide a certificate of liquor liability insurance to receive the permit. It is attached. They have also requested a temporary gambling permit for bingo. The LG220 application for bingo and raffle was administratively approved prior to the City Council meeting. BACKGROUND DISCUSSION BUDGET 145 RECOMMENDATION Staff recommends that the Chanhassen City Council approve the request from St. Hubert's Catholic Church for a temporary liquor license for their September 26, 2026 Harvest Festival. ATTACHMENTS Temporary Event Permit St Hubert's Church Certificate of Insurance Temporary on-sale intoxicating liquor application 146 147 148 149 150 151 152 153 Minnesota Department of Public Safety Alcohol and Gambling Enforcement Division 445 Minnesota Street, Suite 1600, St. Paul, MN 55101 651-201-7507 TTY 651-282-6555 APPLICATION AND PERMIT FOR A 1 DAY TO 4 DAY TEMPORARY ON-SALE LIQUOR LICENSE Name of organization Date of organization Tax exempt number Organization Address (No PO Boxes)City State Zip Code Name of person making application Business phone Home phone Date(s) of event Club Charitable Religious Other non-profit Type of organization Organization officer's name City State Zip Code Organization officer's name City State Zip Code Organization officer's name City State Zip Code Location where permit will be used. If an outdoor area, describe. If the applicant will contract for intoxicating liquor service give the name and address of the liquor license providing the service. If the applicant will carry liquor liability insurance please provide the carrier's name and amount of coverage. City or County approving the license Date Approved Fee Amount Permit Date Signature City Clerk or County Official APPROVAL APPLICATION MUST BE APPROVED BY CITY OR COUNTY BEFORE SUBMITTING TO ALCOHOL AND GAMBLING ENFORCEMENT City or County E-mail Address CLERKS NOTICE: Submit this form to Alcohol and Gambling Enforcement Division 30 days prior to event No Temp Applications faxed or mailed. Only emailed. ONE SUBMISSION PER EMAIL, APPLICATION ONLY. PLEASE PROVIDE A VALID E-MAIL ADDRESS FOR THE CITY/COUNTY AS ALL TEMPORARY PERMIT APPROVALS WILL BE SENT BACK VIA EMAIL. E-MAIL THE APPLICATION SIGNED BY CITY/COUNTY TO AGE.TEMPORARYAPPLICATION@STATE.MN.US Microdistillery Small Brewer Please Print Name of City Clerk or County Official Event in conjunction with a community festival Yes No Current population of city 154 City Council Item August 10, 2026 Item Approve Temporary Liquor License for The Grief Club for the Healing Hearts Soiree File No.Item No: D.9 Agenda Section CONSENT AGENDA Prepared By Jenny Potter, City Clerk Reviewed By Laurie Hokkanen SUGGESTED ACTION "The Chanhassen City Council approves the temporary liquor license for The Grief Club Healing Hearts Soiree on September 17, 2026." Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY The Healing Hearts Soiree is the Grief Club's annual fundraising benefit. They are requesting a temporary liquor license for the event on September 17, 2026. BACKGROUND The Grief Club has applied for a temporary event permit for its annual fundraising soiree. Included in the event is a temporary liquor license request. The Grief Club is a non-profit organization that is allowed to apply for a 1 to 4 day temporary on-sale liquor license. They must carry liquor liability insurance for the event. The certificate of insurance is attached. DISCUSSION 155 BUDGET RECOMMENDATION Staff recommends approval of the temporary liquor license for The Grief Club Healing Hearts Soiree on September 17, 2026. ATTACHMENTS Temporary Event Application Certificate of Insurance Temporary On Sale Liquor Application 156 157 158 159 160 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. INSURER(S) AFFORDING COVERAGE INSURER F : INSURER E : INSURER D : INSURER C : INSURER B : INSURER A : NAIC # NAME:CONTACT (A/C, No):FAX E-MAILADDRESS: PRODUCER (A/C, No, Ext):PHONE INSURED REVISION NUMBER:CERTIFICATE NUMBER:COVERAGES IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. OTHER: (Per accident) (Ea accident) $ $ N / A SUBR WVD ADDL INSD THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. $ $ $ $PROPERTY DAMAGE BODILY INJURY (Per accident) BODILY INJURY (Per person) COMBINED SINGLE LIMIT AUTOS ONLY AUTOSAUTOS ONLY NON-OWNED SCHEDULEDOWNED ANY AUTO AUTOMOBILE LIABILITY Y / N WORKERS COMPENSATION AND EMPLOYERS' LIABILITY OFFICER/MEMBER EXCLUDED? (Mandatory in NH) DESCRIPTION OF OPERATIONS below If yes, describe under ANY PROPRIETOR/PARTNER/EXECUTIVE $ $ $ E.L. DISEASE - POLICY LIMIT E.L. DISEASE - EA EMPLOYEE E.L. EACH ACCIDENT EROTH-STATUTEPER LIMITS(MM/DD/YYYY)POLICY EXP(MM/DD/YYYY)POLICY EFFPOLICY NUMBERTYPE OF INSURANCELTRINSR DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) EXCESS LIAB UMBRELLA LIAB $EACH OCCURRENCE $AGGREGATE $ OCCUR CLAIMS-MADE DED RETENTION $ $PRODUCTS - COMP/OP AGG $GENERAL AGGREGATE $PERSONAL & ADV INJURY $MED EXP (Any one person) $EACH OCCURRENCE DAMAGE TO RENTED $PREMISES (Ea occurrence) COMMERCIAL GENERAL LIABILITY CLAIMS-MADE OCCUR GEN'L AGGREGATE LIMIT APPLIES PER: POLICY PRO-JECT LOC CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) CANCELLATION AUTHORIZED REPRESENTATIVE ACORD 25 (2016/03) © 1988-2015 ACORD CORPORATION. All rights reserved. CERTIFICATE HOLDER The ACORD name and logo are registered marks of ACORD HIRED AUTOS ONLY 7/16/2026 Bell Insurance PO Box 1470 Fargo ND 58107 Kylene Beckstrom 701-237-6414 701-239-0009 kbeckstrom@bell.insurance Cincinnati Insurance Companies GRIEFCL-01 The Grief Club of Minnesota 2025 Coulter Blvd Suite 100 Chanhassen MN 55317 16996052 A X 1,000,000 X 100,000 Excluded 1,000,000 2,000,000 X CSU0288885 9/16/2026 9/18/2026 2,000,000 Deductible 2,500 A Liquor Liability CSU0288885 9/16/2026 9/18/2026 Aggregate Limit Each Common Cause Deductible 1,000,000 1,000,000 2,500 City of Chanhassen PO Box 147 Chanhassen MN 55317 161 162 City Council Item August 10, 2026 Item Approve Temporary Modification of the Licensed Premises to serve Beer and Wine in The O.G. Coffee and Wine Bar Parking Lot Area File No.Item No: D.10 Agenda Section CONSENT AGENDA Prepared By Jenny Potter, City Clerk Reviewed By Laurie Hokkanen SUGGESTED ACTION “The Chanhassen City Council approves a temporary modification to the licensed premises of The O.G. Coffee and Wine Bar to include the parking lot area on the south side of the building as shown in the attached map for Saturday, October 3, 2026, between the hours of 10:00 a.m. and noon." Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY The O.G. Coffee and Wine Bar has requested a temporary event permit for a Sip and Shop event. The event would be held Saturday, October 3, 2026 between the hours of 10:00 a.m. and noon. BACKGROUND The O.G. Coffee and Wine Bar has requested a temporary event permit to host an Autumn Sip and Shop. They are coordinating with The Edge to promote local artisans and small businesses. Vendors will have a pop-up tent and tables for their merchandise. The expansion of the patio is contiguous with the current placement of the patio, but would move into the parking spaces outside the business. The map is attached. The owner, Ms. Julie Jost, has approval from the building owner for the event. DISCUSSION 163 In order to expand liquor service beyond the current licensed premises to include the east parking lot, The O.G. Coffee and Wine Bar is requesting the City Council grant a temporary modification to the licensed premises to include the south parking lot as shown on the attached map with the following conditions: 1. The applicant must apply for and receive a permit through the temporary outdoor event permit from the city for the expanded seating area. 2. The applicant must provide a specific diagram of the area in which the temporary modification to the licensed premises is to occur. The diagram must indicate how the area will be physically enclosed and the location of tables, chairs, food and beverage stations, and any other important features. 3. The applicant must submit proof of the necessary liquor liability insurance coverage for the expanded serving area. The applicant needs to provide an updated Certificate of Insurance for liquor liability for the event. BUDGET RECOMMENDATION Staff recommends that the Chanhassen City Council approve a temporary modification to the licensed premises of The O.G. Coffee and Wine Bar to include the parking lot area on the south side of the building on Saturday, October 3, 2026. ATTACHMENTS Temporary Event Request Sip and Shop Sip and Shop Event Map 164 16 5 16 6 16 7 16 8 barricade Ma r k e t B l v d Market Street 169 City Council Item August 10, 2026 Item Approve Amended and Restated Parking Deferment Agreement and Updated Public Pedestrian Access Easement for Avienda Apartments File No.Item No: D.11 Agenda Section CONSENT AGENDA Prepared By Eric Maass, Community Development Director Reviewed By Laurie Hokkanen SUGGESTED ACTION "The Chanhassen City Council approves the Amended and Restated Parking Deferment Agreement and the Public Pedestrian Access Easement for Avienda Apartments as presented with minor modifications as may be required by the City Attorney." Motion Type Simple Majority Vote of members present Strategic Priority Development & Redevelopment SUMMARY The original parking deferment agreement required the construction of 633 parking spaces and the deferment of up to 93 parking spaces. While the City Council approved the original deferred parking agreement, the council requested that staff work with the developer to reduce the total number of deferred parking spaces. Under this updated agreement, a total of 671 parking spaces will be constructed as part of the initial development, with only 55 deferred parking spaces. As a result, a total of 38 additional parking spaces will be constructed on the site prior to the building's opening. The additional parking spaces will be constructed along the eastern side of Kestrel Drive. The development project includes a publicly accessible sidewalk on the east side of Kestrel Drive. With the construction of 38 additional parking spaces, the location of the sidewalk has shifted. As a result, the 170 pedestrian access easement must also be amended to reflect the new location of the sidewalk. Minor modifications to the trail location have also been updated on the northern portion of the property to align with updated roadway designs. BACKGROUND DISCUSSION BUDGET RECOMMENDATION Staff recommends approval of the Amended and Restated Parking Deferment Agreement and the Public Pedestrian Access Easement for Avienda Apartments. ATTACHMENTS Amended and Restated Parking Deferment Agreement Amendment to Public Pedestrian Access Easement 171 AMENDED AND RESTATED PARKING DEFERMENT AGREEMENT THIS AMENED AND RESTATED PARKING DEFERMENT AGREEMENT (the “Agreement”) dated August 10, 2026, is entered into by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation (“City”), and AVIENDA APARTMENTS OWNER, LLC, a Delaware limited liability company (“Owner”). RECITALS A. Owner is the fee owner of certain real property located in the City of Chanhassen, Carver County, Minnesota and legally described as: Lot 1, Block 1, Avienda Apartments, according to the recorded plat thereof, Carver County, Minnesota. (the “Subject Property”). B. Owner is constructing a 412-unit multi-family apartment on the Subject Property (the “Development”). C. Owner and City previously entered into that certain Parking Deferment Agreement dated October 24, 2025, recorded October 27, 2025, in the Office of the County Recorder of Carver County, Minnesota, as Document Number A792659 (the “Original Agreement”). Owner and City desire to amend and restate the Original Agreement in its entirety to reflect the number of parking spaces already constructed by Owner and the number of deferred parking spaces. D. Pursuant to Section 20-1124.5 of the City Zoning Ordinance in and for the City of Chanhassen, 726 parking spaces are required for the Development on the Subject Property. The Owner is constructing 671 parking spaces on the Subject Property. The Owner is requesting deferment for 55 parking spaces (the “Proof of Parking”). 172 E. Owner has demonstrated that: (i) the Development will have a parking demand less than the required parking under Section 20-1124.5 of the Zoning Ordinance and (ii) the Subject Property has sufficient property area under the same ownership to accommodate expansion of parking facilities to meet minimum requirements of the Zoning Ordinance if the parking demand exceeds the actual on-site supply. NOW, THEREFORE, in consideration of the recitals set forth above and the terms and conditions herein, Owner and the City agree as follows: 1. The Original Agreement is hereby amended and restated in its entirety. 2. Parking shall only occur in areas designated and constructed for parking in accordance with the Zoning Ordinance. 3. Owner hereby unconditionally guarantees to City that it shall construct the necessary number of additional parking spaces upon the Subject Property in accordance with the Zoning Ordinance if the parking demand for the Subject Property exceeds the actual on-site parking supply and that concrete curb, gutter, and sidewalk affected by the additional parking spaces must be installed at the time the additional spaces are striped for parking. 4. When the City, in its sole but reasonable discretion, determines that the parking demand by residents of the Property exceeds the number of constructed parking spaces, the City may terminate the parking deferment granted herein and require Owner, upon written notice from the City, to construct the number of additional parking spaces reasonably necessary to meet parking demand (but not to exceed 55 additional parking spaces), the construction of which has been deferred pursuant to this Agreement, and install concrete curb, gutter, and sidewalk affected at the time those additional (up to) 55 spaces are striped for parking. The City must provide written notice to Owner with facts and findings to support their request to construct the additional parking spaces. Owner has 60 days to appeal the findings with evidential support if they disagree with the City’s facts and findings (in the event there is off site retail parking on Owner’s site causing the increased parking demand, etc.). Owner may outright appeal the findings or suggest a construction of a lesser amount of additional parking spaces. If Owner appeals the staff’s findings to construct the additional parking, the City must review the appeal within 30 days and make the final determination. If Owner does not appeal the findings of the City, Owner must construct the required number of parking spaces (including concrete curb, gutter, and sidewalk) within twelve (12) months after so requested by the City. If Owner appeals the findings of the City and is not successful in its appeal, Owner must construct the required number of parking spaces (including concrete curb, gutter, and sidewalk) within twelve (12) months after receiving written notice of the City’s determination on the appeal. If the Developer fails to construct the required number of parking spaces (including concrete curb, gutter, and sidewalk within the required timeframe, the City may rescind the certificate of occupancy for the building located on the Subject Property. 5. In the event that the City requires the construction of any portion of the Proof of Parking that, upon construction, will require Owner to remove or relocate any portion of sidewalks or trails on the Subject Property which are subject to an easement granted by Owner in favor of the 173 City, the City shall cooperate with Owner in relocating such sidewalk or trails and recording an amendment to the relevant easement agreement. 6. Miscellaneous. A. Third parties shall have no recourse against the City under this Agreement. B. If any portion, section, subsection, sentence, clause, sentence, 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. C. 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 construed as a waiver or release of any term or condition herein. D. This Agreement shall run with the land and may be recorded against the title to the Subject Property. E. Required notices shall be in writing and shall be either hand delivered to the Developer, its successors, and assigns, or mailed to Owner by certified mail at the following address: 7803 Glenroy Rd., Suite 200, Bloomington, MN 55439 Attn: Legal Department. Notices to the City shall be in writing and shall be either hand delivered to the City Administrator or mailed by certified mail in care of the City Administrator at the following address: 770 Market Boulevard, Chanhassen MN 55317. F. Upon request of Owner, the City shall execute and deliver to Owner an estoppel certificate in a form that is reasonable and customary, certifying that, (a) to the knowledge of the City, Owner is not in default of its performance under this Agreement, (b) that this Agreement is unmodified and in full force and effect, or if there have been any modifications or amendments, then the certification shall state that this Agreement is in full force and effect, as modified, and shall specify the nature and date of such modification, and (c) a certification as to any other matters than may reasonably be requested in connection with this Agreement. The City shall complete, sign, and return the estoppel certificate to Owner within fifteen (15) days after receiving a written request to sign the estoppel certificate from Owner. {The remainder of this page is intentionally left blank. Signature pages to follow.} 174 [Signature Page to Amended and Restated Parking Deferment Agreement] CITY OF CHANHASSEN BY: Elise Ryan, Mayor (SEAL) AND: Laurie Hokkanen, City Manager STATE OF MINNESOTA) (ss. COUNTY OF CARVER ) The foregoing instrument was acknowledged before me this day of August, 2026, 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 175 [Signature Page to Amended and Restated Parking Deferment Agreement] AVIENDA APARTMENTS OWNER, LLC, a Delaware limited liability company By: Avienda Apartments Venture, LLC, a Delaware limited liability company Its: Sole Member By: IDP Avienda, LLC, a Minnesota limited liability company Its: Managing Member By: Anne Behrendt Its: Authorized Signer STATE OF MINNESOTA ) )ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this ______ day of August, 2026, by Anne Behrendt, as Authorized Signatory of IDP Avienda, LLC, a Minnesota limited liability company, as Managing Member of Avienda Apartments Venture, LLC, a Delaware limited liability company, as Sole Member of AVIENDA APARTMENTS OWNER, LLC, a Delaware limited liability company, on behalf of the entity. ___________________________________ Notary Public 176 MORTGAGEE’S CONSENT TO AMENDED AND RESTATED PARKING DEFERMENT AGREEMENT First International Bank & Trust, a North Dakota banking corporation (“Mortgagee”), which holds a mortgage on the property more particularly described in the foregoing Amended and Restated Parking Deferment Agreement, which mortgage was dated October 24, 2025, and filed on October 27, 2025, in the Office of the County Recorded of Carver County, Minnesota as Document No. A792665, for good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, does hereby join in, consent, and is subject to the above referenced Amended and Restated Parking Deferment Agreement. FIRST INTERNATIONAL BANK & TRUST, a North Dakota banking corporation By: _______________________________ Name: _____________________________ Its: ________________________________ STATE OF ______________ ) ) ss. COUNTY OF ____________ ) The foregoing instrument was acknowledged before me this _____ day of August, 2026, by _____________________________ as _______________________ of First International Bank & Trust, a North Dakota banking corporation. ________________________________________ Notary Public THIS INSTRUMENT WAS DRAFTED BY: Doran Companies (SBB) 7803 Glenroy Rd., Suite 200 Bloomington, MN 55439 177 1 AMENDMENT TO PUBLIC PEDESTRIAN ACCESS EASEMENT AGREEMENT THIS AMENDMENT TO PUBLIC PEDESTRIAN ACCESS EASEMENT AGREEMENT (this “Amendment”) is made and entered into effective as of August 10, 2026 (the “Effective Date”) by AVIENDA APARTMENTS OWNER, LLC, a Delaware limited liability company (“Grantor”), and the CITY OF CHANHASSEN, a Minnesota municipal corporation (“Grantee”). WITNESSETH: WHEREAS, Grantor owns that certain parcel of real property located in Carver County, Minnesota, legally described on Exhibit A attached hereto and made a part hereof (the “Grantor Property”); WHEREAS, Grantor and Grantee previously entered into that certain Public Pedestrian Access Easement Agreement dated October 24, 2025, recorded October 27, 2025, in the Office of the County Recorder of Carver County, Minnesota, as Document Number A792660 (the “Original Agreement”); and WHEREAS, Grantor and Grantee now desire to amend the Original Agreement to replace Exhibit B and Exhibit C. NOW, THEREFORE, in consideration of the sum of One and No/100 Dollars ($1.00), the receipt and sufficiency of which is hereby acknowledged, and of the mutual covenants and terms set forth herein, Grantor and Grantee agree as follows: 1. Recitals. The foregoing Recitals are hereby incorporated into this Agreement by reference as substantive provisions hereof. 2. Replacement of Exhibit B. Exhibit B of the Original Agreement is hereby deleted and replaced with Exhibit B attached hereto. 3. Replacement of Exhibit C. Exhibit C of the Original Agreement is hereby deleted and replaced with Exhibit C attached hereto. 4. Counterparts. This Amendment may be executed in multiple counterparts, each of which shall be deemed an original, and together shall constitute one and the same agreement. 178 2 5. No Other Amendment. Except as expressly amended herein, no other terms of the Original Agreement or any schedule or exhibit thereto shall be amended or modified in any way and the Original Agreement shall remain in full force and effect as amended via this Amendment and the parties hereby reaffirm their respective obligations thereunder. If any term(s) of this Amendment shall conflict with any term(s) of the Original Agreement, the term(s) of this Amendment shall control in all respects. [Remainder of Page Left Blank – Signature Pages Follow] 179 IN WITNESS WHEREOF, Grantor has executed this Amendment to Public Pedestrian Access Easement Agreement effective as of the day and year first set forth above. GRANTOR: AVIENDA APARTMENTS OWNER, LLC, a Delaware limited liability company By: Avienda Apartments Venture, LLC, a Delaware limited liability company Its: Sole Member By: IDP Avienda, LLC, a Minnesota limited liability company Its: Managing Member By: Name: Anne Behrendt Its: Authorized Signer STATE OF MINNESOTA ) )ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this ______ day of August, 2026, by Anne Behrendt, as Authorized Signatory of IDP Avienda, LLC, a Minnesota limited liability company, as Managing Member of Avienda Apartments Venture, LLC, a Delaware limited liability company, as Sole Member of AVIENDA APARTMENTS OWNER, LLC, a Delaware limited liability company, on behalf of the entity. ___________________________________ Notary Public 180 IN WITNESS WHEREOF, Grantee has executed this Amendment to Public Pedestrian Access Easement Agreement effective as of the day and year first set forth above. GRANTEE: CITY OF CHANHASSEN, a Minnesota municipal corporation By: Elise Ryan, Mayor By: Laurie Hokkanen, City Manager STATE OF MINNESOTA ) )ss. COUNTY OF CARVER ) The foregoing instrument was acknowledged before me this _______ day of August, 2026, 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 This Instrument Drafted By: Doran Companies (SBB) 7803 Glenroy Rd., Suite 200 Bloomington, MN 55439 181 EXHIBIT B (Legal Description and Depiction of Trail Easement Area) (attached) 182 183 184 EXHIBIT C (Legal Description and Depiction of Sidewalk Easement Area) (attached) 185 186 MORTGAGEE’S CONSENT TO AMENDMENT TO PUBLIC PEDESTRIAN ACCESS EASEMENT AGREEMENT First International Bank & Trust, a North Dakota banking corporation (“Mortgagee”), which holds a mortgage on the property more particularly described in the foregoing Amendment to Public Pedestrian Access Easement Agreement, which mortgage was dated October 24, 2025, and filed on October 27, 2025, in the Office of the County Recorded of Carver County, Minnesota as Document No. A792665, for good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, does hereby join in, consent, and is subject to the above referenced Amendment to Public Pedestrian Access Easement Agreement. FIRST INTERNATIONAL BANK & TRUST, a North Dakota banking corporation By: _______________________________ Name: _____________________________ Its: ________________________________ STATE OF ______________ ) ) ss. COUNTY OF ____________ ) The foregoing instrument was acknowledged before me this _____ day of August, 2026, by _____________________________ as _______________________ of First International Bank & Trust, a North Dakota banking corporation. ________________________________________ Notary Public 187 City Council Item August 10, 2026 Item State of Minnesota Joint Powers Agreement Hotel Inspection File No.Item No: D.12 Agenda Section CONSENT AGENDA Prepared By Andrew Heger, Fire Chief Reviewed By SUGGESTED ACTION "The Chanhassen City Council approves the Joint Powers Agreement with the State of Minnesota for hotel inspections." Motion Type Simple Majority Vote of members present Strategic Priority Operational Excellence SUMMARY The City Council will consider entering into an agreement with the Minnesota State Fire Marshal to provide fire inspection services for the community. This action is intended to ensure that all required fire inspections are conducted in accordance with applicable state and local regulations, utilizing certified personnel as defined by the Minnesota Board of Firefighter Training and Education. The proposed agreement outlines the responsibilities of both parties, including the scope of services, compliance requirements, and procedures for coordination and recordkeeping. By formalizing this partnership, the city aims to maintain high standards of fire safety and code enforcement while leveraging the expertise and resources of the State Fire Marshal’s office. Approval of this agreement will support the city’s ongoing commitment to public safety and regulatory compliance. BACKGROUND The City of Chanhassen’s approach to fire inspection services is shaped by a combination of statutory 188 The City of Chanhassen’s approach to fire inspection services is shaped by a combination of statutory authority, local code adoption, and evolving operational needs. Under Minnesota law, municipalities are empowered to provide for fire prevention and protection, including the authority to adopt and enforce fire codes and to enter into agreements with other governmental entities for the provision of such services. The city has formally adopted the Minnesota State Fire Code, along with specific appendices, as its local fire code, ensuring that fire prevention and inspection activities are aligned with the most current state standards. Historically, the city has maintained a dedicated Fire Marshal’s division responsible for a range of fire inspection activities, including code compliance inspections, annual inspections of licensed facilities, plan reviews, and fire investigations. The division is staffed by certified personnel and operates under the oversight of the Fire Chief and Fire Marshal, with support from the State Fire Marshal’s Office as needed. Over time, the city has adapted its staffing and operational models to address changes in community risk, regulatory requirements, and resource availability, including the expansion of full-time inspection staff and the integration of community risk reduction initiatives. Legal and regulatory frameworks play a central role in defining the scope and execution of fire inspection services. The city’s fire code mandates compliance with both local and state fire safety standards, and provides mechanisms for appeals and enforcement actions. Additionally, the city’s authority to enter into intergovernmental agreements for fire inspection services is established under Minnesota Statutes, section 471.59, which governs joint exercise of powers by governmental units. These frameworks ensure that any agreement for fire inspection services, such as the proposed partnership with the Minnesota State Fire Marshal, operates within a clear legal context and supports the city’s objectives for public safety and regulatory compliance. DISCUSSION BUDGET RECOMMENDATION Staff recommends the Chanhassen City Council approve enter into agreement with the State of Minnesota for hotel inspections. ATTACHMENTS Joint Powers Agreement Hotel Inspection 189 Rev. 3/2026 Page 1 of 4 State of Minnesota Joint Powers Agreement Hotel Inspection SWIFT Contract Number: 293986 This Agreement is between the State of Minnesota, acting through its Commissioner of Public Safety on behalf of the State Fire Marshal division (“State”) the City of Chanhassen, acting on behalf of the City of Chanhassen Fire Department 7610 Laredo Drive Chanhassen, MN 55317 (“Governmental Unit”). The State and Governmental Unit may be referred to jointly as “Parties”. Recitals Under Minnesota Statute § 471.59, subd. 10, the State is empowered to engage such assistance as deemed necessary and the State is empowered Under Minnesota Statute § 299F.46, subdivision 2 to enter into an agreement with any county, two or more contiguous counties, or city or other municipality to perform fire code inspections for hotels. Agreement Term of Agreement Effective Date: July 1, 2026, or the date the State obtains all required signatures under Minn. Stat. § 16C.05, subd. 2, whichever is later. Expiration Date: June 30, 2029, or until all obligations have been satisfactorily fulfilled, whichever occurs first. Agreement between the Parties 2.1 The Fire Chief of the Governmental Unit agrees that a representative of the city’s fire Department of Public Safety will conduct all hotel inspections within the Governmental Unit’s jurisdiction in accordance with the Minnesota Statute § 299F.46 to assure uniform enforcement throughout the State of Minnesota. 2.2 All hotels within the Governmental Unit’s jurisdiction will be inspected by the Governmental Unit no less than once during this Agreement. 2.3 All hotels within the Governmental Unit’s jurisdiction will be inspected and enforced in accordance with the requirements of the Minnesota State Fire Code (“MSFC”) and MSFC interpretations of the State Fire Marshal. MSFC interpretations are available to the Governmental Unit on the State’s web page, https://dps.mn.gov/divisions/sfm/fire-code/Pages/interpretations.aspx. 2.4 All Governmental Unit inspectors employed for the purpose of this Agreement are required to: Docusign Envelope ID: 1A9A0C71-0593-8560-8076-B96CED8BD817 190 Rev. 3/2026 Page 2 of 4 2.4.1 Obtain and maintain a “Fire Inspector 1” certification issued by the Minnesota Fire Service Certification Board or similar nationally-recognized certifying organization during the “Term of Agreement.” 2.4.2 Attend the State Fire Marshal Hotel Inspection training program prior to conducting hotel inspections and not less than once for every agreement period thereafter. 2.4.3 Attend the State Fire Marshal Code update training program following adoption of each new code. 2.5 The State Fire Marshal will provide the required and necessary training for the Governmental Unit’s fire department personnel to conduct the hotel inspections with the exception of training for inspectors to pass the Fire Inspector Certification test. 2.6 Copies of the hotel inspection reports completed by the Governmental Unit, including required follow- up inspection reports, must be submitted to the State Fire Marshal within thirty (30) calendar days following any inspection. Submission of the reports by the Governmental Unit will be made in PDF format to the following State Fire Marshal electronic mailbox: fm.city.inspections@state.mn.us 2.7 Any variances to the fire code orders must be approved in writing by the State Fire Marshal. 2.8 Provide in writing/email to the State the names and credentials of Governmental Unit inspectors conducting inspections pursuant to this Agreement prior to conducting inspections. 2.9 The State’s Authorized Representative shall have final authority for acceptance of the Governmental Unit’s services and if such services are satisfactory. Authorized Representatives The State’s Authorized Representative is the person below, or their successor: Name: Tony Clafton, Deputy State Fire Marshal supervisor, Address: 445 Minnesota Street Suite, Suite 145 Saint Paul, MN 55101-5145, Telephone: 218-206-1864 Email: tony.clafton@state.mn.us The Governmental Unit’s Authorized Representative is the person below, or their successor: Name: Andrew Heger, Fire Chief, City of Chanhassen Address: 7610 Laredo Drive Chanhassen, MN 55317 Telephone: 952-227-1152 Email: aheger@chanhassenmn.gov Assignment, Amendments, Waiver, and Contract Complete. Assignment. The Governmental Unit may neither assign nor transfer any rights or obligations under this Agreement without the prior consent of the State and a fully executed assignment agreement, executed and approved by the authorized parties or their successors. Docusign Envelope ID: 1A9A0C71-0593-8560-8076-B96CED8BD817 191 Rev. 3/2026 Page 3 of 4 Amendments. Any amendment to this Agreement must be in writing and will not be effective until it has been executed and approved by the authorized parties or their successors. Waiver. If the State fails to enforce any provision of this Agreement, that failure does not waive the provision or its right to enforce it. Agreement Complete. This Agreement contains all negotiations and agreements between the State and the Contractor. No other understanding regarding this Agreement, whether written or oral, may be used to bind either party. Indemnification. The State and Designated Agent agree each party will be responsible for its own acts and behavior and the results thereof to the extent authorized by law and shall not be responsible or liable for the acts of any others and the results thereof. The State’s liability shall be governed by provisions of the Minnesota Tort Claims Act, Minnesota Statutes § 3.736, and other applicable law. The Designated Agent’s liability shall be governed by provisions of the Municipal Tort Claims Act, Minnesota Statutes Chapter 466, and other applicable law. Pursuant to Minn. Stat. § 299F.46, subdivision 2(e) this Agreement shall not be effective to transfer any tort liability attributable to any inspection or lack of inspection from the State to the Designated Agent. State Audits. Under Minn. Stat. § 16C.05, subd. 5, the Governmental Unit’s books, records, documents, and accounting procedures and practices relevant to this Agreement are subject to examination by the State, the State Auditor, or Legislative Auditor, as appropriate, for a minimum of six years from the expiration or termination of this Agreement. Government Data Practices. The Governmental Unit and State must comply with the Minnesota Government Data Practices Act, Minn. Stat. Ch. 13, (or, if the State contracting party is part of the Judicial Branch, with the Rules of Public Access to Records of the Judicial Branch promulgated by the Minnesota Supreme Court as the same may be amended from time to time) as it applies to all data provided by the State under this Agreement, and as it applies to all data created, collected, received, stored, used, maintained, or disseminated by the Governmental Unit under this Contract. The civil remedies of Minn. Stat. § 13.08 apply to the release of the data governed by the Minnesota Government Practices Act, Minn. Stat. Ch. 13, by either the Governmental Unit or the State. If the Governmental Unit receives a request to release the data referred to in this clause, the Governmental Unit must immediately notify and consult with the State’s Authorized Representative as to how the Governmental Unit should respond to the request. The Governmental Unit’s response to the request shall comply with applicable law. Venue Venue for all legal proceedings out of this Agreement, or its breach, must be in the appropriate state or federal court with competent jurisdiction in Ramsey County, Minnesota. Termination The State or the Governmental Unit may terminate this agreement at any time, with or without cause, upon 30 days’ written notice to the other party. Docusign Envelope ID: 1A9A0C71-0593-8560-8076-B96CED8BD817 192 Rev. 3/2026 Page 4 of 4 1. Governmental Unit With delegated authority Print Name: ___________________________________ Signature: _____________________________________ Title: Date:_______________ 2. Department of Public Safety; State Fire Marshal With delegated authority Print Name: ___________________________________ Signature: _____________________________________ Title: Date: ______________ 3. Commissioner of Administration As delegated to The Office of State Procurement Print Name: ___________________________________ Signature: _____________________________________ Title: Date: ______________ Admin ID: _____________________________________ Docusign Envelope ID: 1A9A0C71-0593-8560-8076-B96CED8BD817 Andrew Heger Fire Chief 193 City Council Item August 10, 2026 Item Carver County Youth Work Experience Agreement File No.Item No: D.13 Agenda Section CONSENT AGENDA Prepared By Matt Unmacht, Assistant City Manager Reviewed By SUGGESTED ACTION "The Chanhassen City Council approves the Work Experience Non-Financial Agreement with Carver County." Motion Type Simple Majority Vote of members present Strategic Priority Operational Excellence SUMMARY Approval of a Work Experience Non-Financial Agreement with Carver County to allow eligible youth participating in the Workforce Innovation and Opportunity Act (WIOA) and/or Minnesota Youth Program (MYP) to gain supervised work experience at the Chanhassen Recreation Center. Under the agreement, Carver County serves as the employer of record, pays participant wages, and provides workers' compensation coverage, while the city provides supervision and meaningful work experience. BACKGROUND DISCUSSION BUDGET 194 There is no direct financial impact to the city. Carver County pays participant wages at $15.00 per hour and provides workers' compensation coverage. The city's contribution is limited to staff supervision, work assignments, and necessary materials and equipment. RECOMMENDATION Staff recommends the Chanhassen City Council approve Carver County Youth Work Experience Agreement. ATTACHMENTS Work Experience Non-Financial Agreement 195 WORK EXPERIENCE NON-FINANCIAL AGREEMENT This Agreement is made and entered into between the Count of Carver, hereinafter referred to as "County", and City of Chanhassen, hereinafter referred to as "City", to provide employment and training services to eligible youth participating in Workforce Investment Opportunity Act (WIOA) and/or Minnesota Youth Program (MYP) work experience at the Chanhassen Recreation Center. Whereas, the City represents that it is duly qualified and willing to perform supervised work experience to eligible youths so designated by the County in accordance with Federal and State regulations and the conditions as set forth below; Now, Therefore, it is agreed: l. The term of this agreement is from 20 to 20 2.Eligible youth will be provided useful work experience in accordance with the attached job description. The City will provide sufficient work to occupy the youth during work hours, and will provide the necessary tools and martials to complete the job, at the Chanhassen Recreation Center ("Worksite"). Work experience will be provided in a safe and sanitary working environment by the Worksite consistent with each youth's capabilities and interests, and which will assist the youth in obtaining future employment or to remain in school. The City will comply with the WIOA regulations and allprovisions of the state and federal child labor laws. Eligible youth can work up to 8 hours per day not to exceed 25 hours per week (they cannot be scheduled to work during school hours). The totalnumber of hours to be worked under this agreement shall not exceed 250 hours. Hours may be reduced at any time in the event of funding reductions. In accordance with Child Labor Laws, youth who are 14 and 1 5 years of age may not work before 7:00 am or after 9:00 pm. The City will not have any individual in layoff status from the same or similar job as the WIOA/MYP youth will perform. ln addition, the City has not nor will not terminate a regular employee or otherwise reduce its workforce with the intention of replacing paid employees with WIONMYP youth. WIOA/MYP youth will not be placed in positions which will in any way infringe upon the promotional opportunities of currently employed individuals. Adequate full-time supervision of each youth will be provided by the City by qualified supervisors who must have experience in working with youth and in the work to be performed. The City supervisor is and the designee is who will perform the duties of the City supervisor when that person is unavailable. In addition, during inclement weather contingency plans for out-of-door worksites must be available. J 4 5 239544v3 I I 196 6. 7 8 9 Information and training in accordance with the Minnesota "Employee Right to Know Act", along with accident prevention training will be provided to each youth before employment begins at the Worksite. In addition, the City shall provide each youth with a job orientation, job description, employee rights and responsibilities form, and the name and phone number of the supervisor on the first day of work. Accurate time and attendance records will be kept by the City supervisor on each youth that reflects the time actually worked by the youth. County time-cards will be used by the City. Youth will sisn in each da), when reportins to work and sign out each day when completing the workdav. Youth will be paid only for hours worked. County time cards will be signed at the end of each pay period by the youth and the City supervisor, whose signatures will certifu its accuracy. The City supervisor is responsible for having the timecards sent to the County by the appropriate processing dates listed on the work experience payroll schedule. In the event of an accident on the job involving a work experience youth, the injured youth should be taken to see a doctor or to the hospital. The doctor, clinic or hospital should be informed that the youth is an employee of Carver County Workforce Service Center. The First Report of Injury form must be completed and received by the County within 48 hours of the occurrent of the injury. The City supervisor will provide periodic feedback to the youth on his/her work performance. Prior to terminating any youth from employment for good cause, the City supervisor must consult with the County. The City will obtain written concurrence from their union representative (bottom of page) for all work experience positions affected by a collective bargaining agreement. This work experience position (check one): is is not affected by a collective bargaining agreement. The County shall pay wages to the youth in the amount of $15.00 per hour for all hours worked under this agreement. In addition, the County will provide workers compensation coverage for the WIOA/MYP youth. The County will be considered the employer of the youth. For timecards received by the appropriate processing date, the County will mail all WIOA/MYP youth paychecks to the youth's home address on the dates listed on the County work experience payroll schedule (unless we mandate direct deposit this year, TBD). Timecards received after the due date will be processed on the next processing date, with paychecks being sent 2 weeks later than normal. The County will make periodic visits to the Worksite to observe the youth at work and to consult with the City supervisor on the progress of the youth and compliance with the terms of this agreement. .) 10. 12. 13 14. 239544v3 197 l5 16. The City agrees to refrain from engaging youth participants in political and sectarian activities at the Worksite. Each Party agrees that it will be responsible for the acts or omissions of its officials, agents, and employees, and the results thereof, in canying out the terms of this Agreement, to the extent authorized by law and shall not be responsible for the acts/omissions of the other Party and the results thereof. For purposes of determining total liability for damages, the participating governmental units are considered to be a single governmental unit, the total liability of which shall not exceed the limits for a single governmental unit as provided in Minn. Statutes, Section 466.04, Subd.1. Each Party agrees to defend, hold harmless, and indemnify the other Parfy, its officials, agents, and employees, from any liability, loss, or damages the other Party may suffer or incur as the result of demands, claims, judgments, or cost arising out of or caused by the indemnifuing Party's negligence in the performance of its respective obligations under this Agreement. This provision shall not be construed nor operate as a waiver of any applicable limitation of liability, defenses, immunities, or exceptions by statute or common law. To the full extent permitted by law, actions by the Parties pursuant to this Agreement are intended to be and shall be construed as a "cooperative activity" and it is the intent ofthe Parties that they shall be deemed a " single governmental unit" for the purposes of liability, all as set forth in Minnesota Statutes, Section 471 .59, Subd. I a(a); provided further that for purposes of that statute, each Party to this Agreement expressly declines responsibility for the acts or omissions of the other Party. 17 . Special considerations for youth safety at Worksite due to COVID-19; a. Do not allow youth to reportto Worksite if they are sick. Youth or supervisor should report to employment counselor if a youth is unable to work due to illness. Youth must follow worksite COVID-19 safety procedures. All COVID-19 Safety Procedures implemented by the City must follow CDC and MDH guidelines. b. If someone reports a positive COVID test, or reports direct exposure to someone that tested positive, they should not work and quarantine following City quarantine protocols and procedures. c. Gloves may be necessary also, depending on the nature of work. Gloves will be provided by the program. d. Encourage frequent handwashing and/or use of hand sanitizer. Hand sanitizer will be provided by program. l8 Each Party, its employees, agents, owners, partners, and subcontractors agree to abide by the provisions of the Minnesota Government Data Practices Act, Minnesota Statutes, Chapter l3 and implementing regulations, if applicable, and all other applicable state and federal lau,s, rules, 3 239544v3 198 regulations and orders relating to data privacy or confidentiality, and as any of the same may be amended. County of Carver State of Minnesota CITY OF CHANHASSEN By: Elise Ryan, Mayor And: Laurie Hokkanen, City Manager I, the undersigned, as a representative of the collective bargaining unit, have read the Work Experience Non-Financial Agreement, and it does not contain any provisions which will interfere with our collective bargaining agreement. Name (Print) Representing (Union) Worksite Date By, hD^*, Workforde Kervices Supervisor 4 239544v3 199 City Council Item August 10, 2026 Item Approve an Encroachment Agreement between the City of Chanhassen and the property owner at 7196 Pearl Drive (Lot 8, Block 2, The Park 3rd Addition) File No.N/A Item No: D.14 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 located on Lot 8, Block 2, The Park 3rd Addition." Motion Type Simple Majority Vote of members present Strategic Priority Asset Management SUMMARY N/A BACKGROUND The property owner of 7196 Pearl Drive (Jennifer Lauren Miller) desires to construct a fence located within an existing public drainage and utility easement. The property is legally described as Lot 8, Block 2, The Park 3rd Addition. 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 200 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 7196 Pearl Dr -EA 201 (reserved lot reco rdi n g infonnatio n ) ENCROACHMENT AGREEMENT AGREEMENT made this _ day of 2O26, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation C'City), and JENNIFER LAUREN MILLER, a single person. ("Owner"). 1. BACKGROUND. Owner is the fee owner of certain real property located in the City of Chanhassen, County of Carver, State of Minnesota, legally described as follows: Parcel ID No. 25.5920300 Lot 8, Block 2, The Park 3rd Addition, Carver County, Minnesota, according to the recorded plat thereof. (Torrens Property; Certificate ofTitle No. 44034.0) having a street address of 7196 Pearl Drive, Chanhassen, Minnesota 55317 ("Subject Property"). The City owns easements for drainage and utility purposes over portions of the Subject Property ("Easement Areas"). Owner desires to construct a fence on the Subject Property that encroaches on the City's Easernent Areas as depicted on the attached Exhibit "A". 2. ENCROACHMENT AUTHORIZATION. The City hereby approves the encroachment in its Easement Areas on the Subject Property for the fence conditioned upon 219799v I 202 removable fence panels in areas where the fence encroaches on existing utilities and/or installation of gates having a clear span the width of the easernent for City access to its Easement Areas. Further conditions of encroachment approval are as follows: o The fence must allow water to pass under it so as not to impede overland water flow during rain events. o The fence musl remain a minimum distance of five (5') feet from the outside edge of all drainage and utility structures (or 7.5' from the center of the manhole structure) and a minimum of two (2') feet fiom the outside edge of all sanitary sewer piping (or 2' 6" from the center of the pipe) as indicated on Exhibit A. Pipe location will be verified during final inspection ofthe fencing. o The fence posts shall be placed on the Subject Property but not attached to neighboring fences and must not 6oss the property lines. o The City shall have no responsibility to maintain the fence located in the Easernent Areas. o Owner must maintain the fence located on the Subject Property. o Owner is fully responsible and liable for any and all damage caused to the fence because oftheir location in the Easement Areas. Further, Owner age€s that the fence shall be constructed consistent with all applicable federal, state and local laws and regulations. 3. HOLD HARITILESS AliD INIIEMNITY, In consideration of being allowed to encroach in the City's Easement Areas, Owner, for itself and its successors and assigns, hereby agree to indemni! and hold the City harmless from any damage caused to the Subject Property, including the fence and removal offence panels and/or gates in the City's Easernent Areas, caused in whole or in part by the encroachment into the City's Easernent Areas. 4. TERMINATION OF AGREEMENT. The City may terminate this Agre€ment at any time if it is reasonably necessary for the City to occupy the easement areas for trere conservation purposes and the fence is inconsistent with the City' s use ofthe easement. Prior to termination, the City will give the then owners ofthe Subject Property thirty (30) days advance written notice, except that no notice period will be requircd in the case ofan emergency condition as determined solely by 23979sv1 203 the City and this Agreement may then be terminated immediately. The property owner shall remove that portion of the fence to the extent it impacts the Easement Area to the effective date of the termination of this Agreement. If the owner fails to do so, the City may remove the fence to the extent it impacts the Easernent Area and charge the cost of removal back to the owner for reimbursernent. 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 Hokkanen, City Manager STATE OF MINNESOTA ) )ss. COUNryOFCARVER ) The foregoing instrument was acknowledged before me this day of 2026, by Etise 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 239799!'l 204 STATE OF MINNESOTA ) -r-o DRAFTED BY: CAMPBELL KNUTSoN, Prole s s io n al A s s oc iatio n Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 AMP/amt PROPERTY OWNER Notary Public n/,U^ couNrYoFktrt)er i" ^ ,, The foregoing instrument was acknowledged before me this agt day of 2026, by Jennifer Lauren Miller, a single person. M, Nor8ry M 239799r I 205 EXHIBIT "A' Page I of 2 3- EHToolE FdEEA I , ca t- t,'-tr:2., ,:.-. .- .- ---i I .tI t I ,iIr I ("i.,l. rlr-- I I I r I r- - E *r.li ,"1 I[ls i'ili U I IIIIIIi tliii'iii tt a Ar' J !t FI u-i'fr $/,' iiliHitli !!! iiiiriiil, ii: I!!, qIiilI"'! E irii :fi: il r-t.i!t 9ttt irt! txrF;il!i, rl ;Pi ii!t E r! I !tt: I lti it; ,I 'g zc (a IrlI J {t. t >-= l,tl-rli,i.' r: \ir {,t F_ ll I af, a t{' t !I I I I ( ?, ! I I ii Ccrtificstc ofsuncy foc Irltt.r Cl!?oratic 6-' * scr, btlEodrZDC 'TE' ID ADO'IO{ B4r. t. t . .cad.i ,Lt ih@rCire cd,l,. l..n do ld,.G aa t ar &i- :|rtu. rhr-,! 239?99\ I I I I .:."i a ! I I :\: 206 6t a.l 0! A. FENCE STRUCTURE OUTER DIAITIETER PIPE OUTER DIAMETER LINE OFFSET 5' STRUCTURE OFFSET FENCE MIN. ,I '' INSIDE PROPERTY LINE 10' DAU EAI}EMENT LINES PROPERTY LINE FENCE OFFSET FROM STRUCTURE AND PIPING s 207 City Council Item August 10, 2026 Item Approve an Encroachment Agreement between the City of Chanhassen and the property owner at 8201 Main Street (Lot 1, Block 2, Villages on the Ponds) File No.N/A Item No: D.15 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 located on Lot 1, Block 2, Villages on the Ponds." Motion Type Simple Majority Vote of members present Strategic Priority Asset Management SUMMARY N/A BACKGROUND The property owner of 8201 Main Street, (The Church of St. Hubert) desires to construct a fence located within an existing public drainage and utility easement. The property is legally described as Lot 1, Block 2, Villages on the Ponds. 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 208 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 8201 Main St -EA 209 (rcse^^ed for rccodins htomation) ENCROACHMENT AGREEMENT AGREEMENT made this _ tlay of 2026, by ^nd between the CITY OF CHANHASSEN, a Minnesota municipal corporation ("City"), and THE CHURCH OF ST. HUBERT OF CHANHASSEN, MINN., a Minnesota Non-Profit Corporation. ("Owner"). t. BACKGROUND. Owner is the fee owner of certain real property located in the City ofChanhassen. County ofCarver, State of Minnesota, legally described as follows: Parcel lD No. 25.868fi)20 Lot l, Block 2, Villages on the Ponds, Carver County, Minnesota, according to the rccorded plat thereof. (,1bslrucl Propety) having a strcet address of 8201 Main Stree! Chanhassen, Minnesota 55317 ('Subject Property'). The City owns easements for drainage and utility purposes over portions ofthe Subject Property ("Easement Areas"). Owner desires to construct a fence on the Subject Property that encroaches on the City's Easement Areas as depicted on the attached Exhibit "A". ll E5! I 210 2. ENCROACHMENT AUTHORIZATION. The City hereby approves the encroachment in its Easement Areas on the Subject Property for the fence conditioned upon removable fence panels in areas where the fence encroaches on existing utilities and,/or installalion ofgates having a clear span the width ofthe easement for City access to its Easement Areas. Further conditions ofencroachment approval are as follows: o The fence must allow water to pass under it so as not to impede overland water flow during rain events. . The fence must remain a minimum distance offive (5') feet from the outside edge of all drainage and utility structures (or 7.5' from the center of the manhole structure) and a minimum of two (2') feet from the outside edge ofall storm sewer piping (or 2' 6'from the center ofthe pipe) as indicated on Exhibit A. Pipe location will be verified during final inspection ofthe fencing. o The fence posts shall be placed on the Subject Property but not attached to neighboring fences and must not cross the property lines. o The City shall have no responsibility to maintain the fence located in the Easement Areas. . Owrer must maintain the fence located on the Subject Property. . Owner is fully responsible and liable for any and all damage caused to the fence because oftheir location in the Easement Areas. Further, Owner agrees that the fence shall be construcled 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 City's Easement Areas, Owner, for iself and its successors and assigns, hereby agree to indemni! and hold the City harmless from any damage caused to the Subject Property, including the fence and removal of fence panels and/or gates in the City's Easement Areas, caused in whole or in part by the encroachment into the City's Easement Areas. 4. TERMINATION OF AGREEMENT. The City may teminate this Agreement at any time if it is reasonably necessary for the City to occupy the easement areas for tree conservation purposes and the fence is inconsistent with the City' s use of the easement. Prior to 219685r I 211 termination, the City will give the then owner of the Subject Property thirty (30) days advance written notice, except that no notice period will be rcquircd in the case ofan emergency condition as determined solely by the City and this Agreement may then b€ terminated immediarely. The property owner shall remove thal portion ofthe fence to the extent it impacts the Easement Area to the effective date of the lemination of this Agreement. lf ths owner fails to do so, the City may remove the fence to the extent it impacts lhe Easement Area and charge the cost ofrcmoval back to the owner for reimbursem€nt. 5. RECORDTNG. This Agrcement shall run with the land and shall be recorded against the title to the Subject Property. CITY OF CHANHASSEN By (SEAL)Elise Ryan. Mayor And Laurie Hokkanen. City Manager STATE OF MINNESOTA ) COUNTY OF CARVER )ss. ) The foregoing instrument was acknowledged before me this - day of 2026, by Elise Ryan and by Laurie Hokkanen, respectively the Mayor and City Manager ofthe City of Chenhassen, a Minnesota municipal corPoration. on behalf of the corporation and pursuant to the authority granted by its City Council- Notary Public ll 8t! t 212 STATE OF MINNESOTA coLNTY OF G/r/?-r foregoing OQ Minn., A Minnesota N Corporation. J instrument was acknowledged be fole . me ttti; lb# Uy of2026, by P abert Sc.h le.qol the PROPERTY OWNER The Hubert of Chanhassen- Minnesota Non-Profi t Corporation or rti cttrict of st. ffibeii of chaahassen, ) )ss. ) Notary Public DRAFTED BY: CAMPBf,LL KNTITSOIT, P roless i o I a I A ss oc i a t i o n Crand Oak Oliice Center I 860 Blue Gentian Road. Suile 290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 AMP/arnt Nolary Publlc Minnesola [y Co'rmieio Erys Ja ary 31, 428 Christino 23968t\ I 213 EXHIBIT *A" Page I of2 Fence and Sanitary main location where Encroachment agreement applies dx-u& el - ,zr.r s. _l a ! I_l , t-- ;! . PARCEL 3 (.-t o' Peqt E@t rb t5" ,ee, d ltd@t tln zA?8 ed.4. t tu Z E@ti.. 2' tm. e'6td' d lE$at @t-@t ) *r,. etd s4t4*a . a * . rl City owned Sanitary Main Sanitary Manhole effi.g ------4-Proposed Fence owned 1i9685\ I ;; 3--' ,rt+;6- tv:: ti I ! 214 FENCE -I STRUCTURE OUTER DIAMETER PIPE OUTER DIAMETER LINE OFFSET 6'STRUCTURE OFFSET FE.ICE MlN. I " INSIOE PROPERW LINE IO' DAU EASEMENT LINES PROPERW LINE FENCE OFFSET FROM STRUCTURE AND PIPING 215 City Council Item August 10, 2026 Item Resolution 2026:XX: CenterPoint Energy Community Safety Grant Award File No.Item No: D.16 Agenda Section CONSENT AGENDA Prepared By Andrew Heger, Fire Chief Reviewed By SUGGESTED ACTION "The Chanhassen City Council adopts the resolution accepting the CenterPoint Energy Community Safety grant." Motion Type Simple Majority Vote of members present Strategic Priority Financial Sustainability SUMMARY BACKGROUND The CenterPoint Energy Community Safety Grant program has a longstanding presence in Chanhassen, with the city regularly participating in the application process to secure funding for public safety initiatives. The program, established by CenterPoint Energy in 2003, is designed to provide financial support to communities within the company’s service area for projects that enhance emergency response and public safety. Over the years, the City of Chanhassen has utilized this grant program to obtain critical safety equipment for the Fire Department, including gas monitoring devices, thermal imaging cameras, and specialized rescue equipment. The grant program operates on a competitive basis, with awards determined by CenterPoint Energy’s established criteria and available funding each year. The city's authority to accept and utilize such grants is governed by municipal procedures, which require City Council approval for the formal acceptance and allocation of external funding. This process 216 ensures transparency and accountability in the management of grant resources and aligns with the City’s broader strategy to supplement local funding with external sources for essential public safety improvements. DISCUSSION BUDGET The CenterPoint Energy Community Safety Grant provides $2,500 in external funding to the city, specifically designated for the purchase of gas monitors for the Fire Department. The remaining funds necessary for support of this project will come from charitable gambling funds. RECOMMENDATION Staff recommends the Chanhassen City Council adopts resolution 2026-XX accepting the CenterPoint Energy Community Safety grant. ATTACHMENTS CenterPoint Energy Grant Award Resolution Accepting Grant 217 218 1 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: August 10th, 2026 RESOLUTION NO: 2026-XX MOTION BY: SECONDED BY: A RESOLUTION ACCEPTING A GRANT AWARD FROM THE CENTERPOINT ENERGY COMMUNITY SAFETY GRANT PROGRAM. WHEREAS, CenterPoint Energy has established a Community Safety Grant Program to invest in the safety of communities within its service area; and WHEREAS, since 2003, the Community Safety Grant program has awarded approximately $3.6 million in funding for nearly 1,800 safety-related projects across CenterPoint Energy's service area; and WHEREAS, the City of Chanhassen has been a grateful and recurring recipient of CenterPoint Energy Community Safety Grants, including grants accepted in 2017, 2022, and 2024; WHEREAS, CenterPoint Energy has awarded the Chanhassen Fire Department a Community Safety Grant in the amount of $2,500 to support the purchase of gas monitors; WHEREAS, gas monitors are essential safety equipment that will enhance the operational readiness of the Chanhassen Fire Department and improve the safety of emergency response operations for the community; and WHEREAS, acceptance of this grant is consistent with the City's strategic priority of Operational Excellence; NOW, THEREFORE, BE IT RESOLVED that the Chanhassen City Council that: 1. The City of Chanhassen hereby accepts the $2,500 Community Safety Grant from CenterPoint Energy for the purchase of gas monitors for the Chanhassen Fire Department. 2. The Mayor and City Manager are authorized to execute any documents necessary to receive and administer the grant funds. 3. Staff is directed to prepare correspondence thanking CenterPoint Energy for their continued partnership and investment in community safety. 219 2 PASSED AND ADOPTED by the Chanhassen City Council this 10th day of August 2026. ATTEST: Jenny Potter, City Clerk Elise Ryan, Mayor YES NO ABSENT 220 City Council Item August 10, 2026 Item Resolution 2026-XX: Certification of Water and Sewer Hook-Up Charges to the County Auditor File No.Item No: D.17 Agenda Section CONSENT AGENDA Prepared By Danielle Washburn, Assistant Finance Director Reviewed By Kelly Grinnell SUGGESTED ACTION "The Chanhassen City Council adopts a resolution certifying water and sewer hook-up charges to the County Auditor." Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY BACKGROUND The following property owner agreed to have these charges assessed to their property taxes rather than paying them upfront with the building permit fees: Rob M and Cali L Olson 7700 Crimson Bay Road, 25.2610010 Water Hook-Up Charges - $9,843.00 Sewer Hook-Up Charges - $2,660.00 Total $12,503.00 - Repayment will occur over four years at 5.14% interest DISCUSSION 221 BUDGET RECOMMENDATION Staff recommends adoption of the attached resolution authorizing the certification of hook-up charges for Rob M and Cali L Olson to Carver County. ATTACHMENTS Resolution Assessment Agreement-Olson 222 1 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA RESOLUTION DATE: August 10, 2026 RESOLUTION NO: 2026-XX___ MOTION BY: _______ SECONDED BY: RESOLUTION AUTHORIZING CERTIFICATION OF WATER AND SEWER HOOK-UP CHARGES WHEREAS, the City has entered into a Special Assessment Agreement with Rob M and Cali L Olson, dated July 23, 2026, a copy of which are attached hereto as Exhibit “A.” NOW THEREFORE, BE IT RESOLVED by the City Council of the City of Chanhassen, Minnesota, 1. The Assessment Agreement is hereby approved. The Mayor and City Manager are authorized and directed to sign the Agreement. 2. Such proposed assessments are hereby levied and shall constitute special assessments against the lands named therein. 3. Such assessments shall be payable in equal annual installments according to the attached special assessment agreement, the first of the installments to be payable on or before the first Monday in January 2027, and shall bear interest at the rate indicated in the attached special assessment agreement starting September 10, 2026. The assessments will show up on the first property tax statement for 2027. To each installment when due shall be added interest for one year on all unpaid installments. 4. The property owner may, at any time prior to certification of the assessment to the County, pay the whole of the assessment on such property to the City, with interest accrued to the date paid. The owner may at any time thereafter pay the City the entire amount of the assessment remaining unpaid with interest accrued to December 31 of the year in which the payment is made. Such payment must be made before November 15 or interest will be charged through December 31, of the next succeeding year. 5. The Clerk shall forthwith transmit a certified duplicate of the assessment to the County to be extended on the proper tax lists of the County and such assessments shall be collected and paid in the same manner as other municipal taxes. 223 2 PASSED AND ADOPTED by the Chanhassen City Council this 10th day of August, 2026. ATTEST: ______________________________ ______________________________ Laurie Hokkanen, City Manager Elise Ryan, Mayor YES NO ABSENT 224 225 226 227 City Council Item August 10, 2026 Item Ordinance XXX: Amending Chapter 10 to Permit Temporary Goat Grazing for Vegetation Management File No.Item No: D.18 Agenda Section CONSENT AGENDA Prepared By Jamie Marsh, Environmental Resource Specialist Reviewed By SUGGESTED ACTION "The Chanhassen City Council approves the ordinance as proposed to amend Chapter 10 of City Code to permit temporary goat grazing for vegetation management." Motion Type 4/5 Vote Strategic Priority Operational Excellence SUMMARY The proposed ordinance amendment would allow property owners to use goats for temporary grazing of undesirable vegetation as an alternative vegetation-management technique. This practice would be permitted when the property owner's goal is to target the removal of non-native, invasive, or noxious vegetation, including but not limited to buckthorn. A 4/5th's vote is required in order to publish the proposed ordinance via a summary ordinance. BACKGROUND A Citizen Action Request Form was submitted in May 2026, following public comments at a March 2024 public hearing and a January 2025 City Council meeting. Citizens expressed interest in using goats for alternative vegetation management. In response to community interest in allowing property owners to use goats for vegetation management, the proposed ordinance was developed. 228 The proposed ordinance amendment would establish a framework for the use of goats to graze and manage undesirable vegetation. Goats can provide an effective alternative to traditional vegetation- removal methods, including mechanical removal and use of herbicides. Goats are well equipped for controlling different types of vegetation because they consume grasses, weeds, and certain woody plants in areas that may be difficult or costly to access with traditional equipment. Their ability to navigate uneven terrain, steep slopes, and environmentally sensitive areas can reduce the need for heavy equipment that may otherwise result in soil disturbance, erosion, and impacts to surrounding vegetation. Goat grazing can also reduce reliance on widespread herbicide applications. DISCUSSION BUDGET RECOMMENDATION Staff recommends adoption of the ordinance as presented. ATTACHMENTS REDLINED Ordinance Article 10 XI - Goat Vegetation Management Summary Ordinance 229 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA ORDINANCE NO. XXX AN ORDINANCE AMENDING CHAPTER 10 CHANHASSEN CITY CODE THE CITY COUNCIL OF THE CITY OF CHANHASSEN, MINNESOTA ORDAINS: Section 1. Chapter 10, Article 10 XI of the City Code, City of Chanhassen, Minnesota, is hereby established to read as follows: Article 10-XI Temporary Goat Grazing for Vegetation Management Section 10-245 Purpose and Intent (a) Intent: Property owners shall be permitted to allow goats to be temporarily brought on their property to aid in the removal of non-native, invasive, or noxious vegetation, including but not limited to buckthorn. No permit shall be required as part of a vegetation management program on city-owned property. Section 10-246 Permit Requirements and Standards (a) Property owners must obtain a permit and meet the following conditions: (1) Number of goats and property size requirements: a. The number of goats allowed shall depend on the size of the property being grazed. A maximum of two (2) goats per 1/10 acre shall be allowed and the total number of goats shall not exceed fifty (50) goats. b. Minimum size for the property of which goats may be permitted to graze on shall be one-half (0.5) of an acre. (2) Goat type: a. Only female goats, neutered male goats, or unneutered male goats less than six months old that accompany female goats are permitted. (3) Term: a. No more than 30 consecutive days per grazing event and no more than two grazing events in a 12-month period. (4) Enclosure: a. The grazing area must be fully enclosed for the duration of the permit. b. All sides of the enclosure(s) shall be a minimum of 4 feet in height. 230 c. Enclosures shall be constructed or secured in a manner as to prevent the goats from escaping over or under the enclosure(s). d. Any temporary electric fence shall have warning signs on all sides of the fencing enclosure and a minimum of one sign every 60 feet of electric fencing when it’s visible or accessible to the public. e. Permanent fencing shall comply with the regulations for the zoning district in which the prescribed grazing is located and shall be permitted separately. f. Fencing cannot be constructed of barbed wire. (5) Signage and Notifications: a. Signage must be located on each side of the enclosed area and visible to the public. Signage must contain 24-hour emergency contact information for the goat manager. b. Applicant must notify immediately adjacent property owners at least 7 days prior to goats being brought on site. (6) Standards: a. Prescribed grazing shall comply with shoreland and wetland regulations and may be restricted in ecologically sensitive areas. Prescribed grazing shall comply with Best Management Practices established by the Minnesota Department of Natural Resources, Minnesota Department of Agriculture, and other pertinent agencies. b. The property must be maintained in a clean and sanitary condition that is free from offensive odors, fly breeding, dust, and general nuisance conditions. Goat manure must be removed if it creates a nuisance. c. The property shall be available for inspections by the city at all times to ensure compliance. (7) Required Documents: a. A detailed site plan for the premises on which prescribed grazing will occur is required and shall include the following: 1. Location and dimension of grazing area 2. The breed and number of goats to be maintained on the property 3. The dates the goats will be kept at the property 4. Any proposed temporary shelters and dimensions 5. A detailed fence plan, including the type of fencing for the required enclosure. 6. Location, size, and proposed message of the signage that will be posted for notification of goat grazing. 7. List of person(s) managing and monitoring the goats, including their full name, address, and 24-hour contact information 8. Proof of liability insurance. The certificate of insurance must name the city, its officials, employees and agents as additional insured. The limits of 231 insurance will not be less than: $1,000,000.00 each occurrence; $2,000,000.00 general aggregate. (b) Violations (1) A violation of any provision of this ordinance or condition of the permit shall be grounds for revocation of the permit by the Community Development Director or designee. (2) Any person violating any condition of this permit shall reimburse the city for all costs borne to the city to enforce the conditions of the permit, including but not limited to the safekeeping and impounding of the goats. SECTION 2. This ordinance shall be effective immediately upon its passage and publication. PASSED AND ADOPTED this ___day of _______, 2026, by the City Council of the City of Chanhassen, Minnesota ______________________________ ________________________________ Jenny Potter, City Clerk Elise Ryan, Mayor (Published in the ______________________________ on ______________________________) 232 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA SUMMARY OF ORDINANCE NO. XXX AN ORDINANCE AMENDING CHAPTER 10 LICENSES, PERMITS AND MISCELLANEOUS BUSINESS REGULATIONS OF THE CHANHASSEN CITY CODE The purpose of these Code Amendments are as follows: Add Section 10-XI Temporary Goat Grazing for Vegetation Management to establish purpose, intent, and permit requirements and standards for goat grazing on properties within Chanhassen. This ordinance shall go into effect upon passage of the ordinance by City Council. A printed copy of Ordinance No. XXX is available for inspection by any person during regular office hours at the office of the City Manager/Clerk. PASSED, ADOPTED, AND APPROVED FOR PUBLICATION this 10th day of August 2026 by the City Council of the City of Chanhassen, Minnesota. (Published in the Sun Sailor on August XX, 2026) 233 City Council Item August 10, 2026 Item Balakrishna Chintaginjala Citizen Action Request File No.Item No: E.1 Agenda Section VISITOR PRESENTATIONS Prepared By Jenny Potter, City Clerk Reviewed By SUGGESTED ACTION N/A Motion Type N/A Strategic Priority N/A SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS Balakrishna Chintaginjala 234 235 City Council Item August 10, 2026 Item Kelly Olson Citizen Action Request File No.Item No: E.2 Agenda Section VISITOR PRESENTATIONS Prepared By Jenny Potter, City Clerk Reviewed By SUGGESTED ACTION N/A Motion Type N/A Strategic Priority N/A SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS Kelly Olson 236 237 City Council Item August 10, 2026 Item Law Enforcement Update File No.Item No: F.1 Agenda Section FIRE DEPARTMENT/LAW ENFORCEMENT UPDATE Prepared By Laurie Hokkanen, City Manager Reviewed By Laurie Hokkanen SUGGESTED ACTION None Motion Type N/A Strategic Priority N/A SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS 238 City Council Item August 10, 2026 Item Resolution 2026-XX: Pleasant View Road Rehabilitation Project Improvement Hearing File No.ENG 26-03 Item No: G.1 Agenda Section PUBLIC HEARINGS Prepared By Charlie Howley, Director of Public Works/City Engineer Reviewed By Laurie Hokkanen SUGGESTED ACTION "The Chanhassen City Council approves a resolution accepting the feasibility study and ordering the Improvements for the 2027 Pleasant View Road Rehabilitation project." Motion Type 4/5 Vote Strategic Priority Asset Management SUMMARY Council consideration for acceptance of the feasibility study and hosting a public hearing, 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 will be asked to make a decision regarding ordering the production of plans and specifications for the project. This project is planned for construction in 2027. BACKGROUND Project planning and design steps performed to date: On May 5, 2025, the city contracted with Kimley Horn for design services for the project On November 18, 2025, the city held a public open house to review planning level layouts 239 On January 26, 2026, staff presented layouts, costs, and public feedback information to the City Council at a work session. The City Council directed staff to move ahead with a minor rehabilitation scope rather than a reconstruction scope On July 13, 2026, the City Council called for the improvement hearing to be held on August 10, 2026 On July 22, 2026, the city held a public open house to review the preliminary design layout The city has a project page on our website, located here: https://www.chanhassenmn.gov/government/projects/street-projects/pleasant-view-road-reconstruction- project-2 DISCUSSION The proposed project scope consists of: Full depth reclamation of the existing street and trail pavements, except for a few small areas needing reconstruction Spot repairs of storm sewer, sanitary sewer, and watermain Safety improvements at strategic locations Rumors persist that the project is widening the street, adding a trail the entire length of the corridor and/or condemning private property; however, none of these items are part of the currently proposed design scope. A copy of the overall layout is attached. On the west end of the project, from Powers Boulevard to Fox Path, there is an 8-foot wide multi-use trail contemplated to be installed. There is mixed public opinion on whether this is a worthwhile improvement, and staff is looking for direction from the City Council on this topic. A reminder that the project is at the feasibility stage, meaning final design tasks have not begun yet. Tonight's action is whether or not to move forward with a project, not to approved specific final design elements. Additional public outreach opportunities will occur as we continue with the design. This project is for rehabilitation of a residential street that would be subject to the Flat Rate methodology per the city's assessment policy. The planned pavement rehabilitation technique is full depth reclamation (FDR), which has a 2026 Flat Rate Assessment of $5,150 per unit. The 2027 rate will be considered for annual adjustment as part of adopting the Fee Schedule at the beginning of the year. Properties that have a driveway directly onto Pleasant View Road are planned to be assessed (a map showing the properties is attached). The final assessment amounts will be determined at the future Assessment Hearing, which is scheduled for next spring after project bids have been received. Public Comments A public open house was held at City Hall on July 22, 2026. Twenty-two (22) people signed in but there were more in attendance, meaning some did not sign in. Comment cards were made available and contact info for city and consultant staff was provided as a way for additional comment submittal. A copy of the written comments received concerning the project are attached. The following is a general summary of the questions/comments received. It is important to note that there was no perceivable objection to the project. Comments heard: What is the scope of the project Are there assessments How can we control speeding 240 Parking and sightline issues, however an equal number of comments about these challenges actually being a good thing for the corridor to limit cut through traffic volume Is curb being added Impacts to trees Are trails being added Horseshoe curve intersection Can you build it in one year The vast majority of concern that staff heard was surrounding the addition of the trail from Powers Boulevard to Fox Path. Some people for it, and some people against it. BUDGET The project budget per the 2026 CIP budget is $8,000,000. Note that this budget was developed prior to switching to the less intensive reclamation scope. The current cost estimate for the project is: Streets (PMP) Stormwater Sanitary Sewer Watermain Total $ 2,819,347 $ 192,309 $ 107,555 $ 54,945 $ 3,174,156 The revenue sources for the project include: Pavement Management Program (PMP) funds Municipal State Aid (MSA) funds* Private property assessments Stormwater, Sanitary Sewer, and Watermain Utility Enterprise funds Note: Staff and the consultant are in discussions with the MnDOT State Aid office concerning the project meeting various standards for MSA streets. Multiple standards cannot be achieved by the current design and therefore variances will be needed. The current amount of MSA revenue planned for the project is $2.3M. Additional information concerning this cost risk will be presented to the Council at the meeting. RECOMMENDATION Staff recommends ordering the improvements for the project. ATTACHMENTS Resolution 2026-XX Accept Feasibility Study-Improvement Hearing Pleasant View Rd Layout Pleasant View Rd Assessment Map Written Comments Received CIP Project Sheet 2026-08-06 PLEASANT VIEW - FEASIBILITY REPORT_Reduced 241 1 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: August 10, 2026 RESOLUTION NO: 2026-XX MOTION BY: SECONDED BY: A RESOLUTION ACCEPTING THE FEASIBILITY STUDY, CONDUCTING A PUBLIC HEARING, AND AUTHORIZING PREPARATION OF PLANS AND SPECIFICATIONS FOR THE PLEASANT VIEW ROAD 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 August 10, 2026: 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 improvements as recommended; and a description of the methodology used to calculate individual assessments for the applicable benefitting properties; and WHEREAS, on July 13, 2026, the City Council called for the public hearing to be held on August 10, 2026, for the Project. The Project includes roadway pavement rehabilitation, spot curb and gutter replacement, trail replacement, sanitary sewer, storm sewer and watermain maintenance and/or 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 10th day of August 2026, in the Council Chambers at Chanhassen City Hall, 7700 Market Boulevard, at which time 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 for Pleasant View Road 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 by this resolution. 4. The City Council authorizes preparation of construction plans and specifications for the Project. 242 2 PASSED AND ADOPTED by the Chanhassen City Council this 10th day of August 2026. ATTEST: Jenny Potter, City Clerk Elise Ryan, Mayor YES NO ABSENT 243 COUNTY CARVER17 101 PLEASANT VIEW ROAD IMPROVEMENTS OVERALL PROJECT LAYOUT NORTH 244 COUNTY CARVER17 P O W E R S B L V D PL E A S A N T V I E W C O V E PE A C E F U L L N BE A T R I C E W A Y ( P R I V A T E ) RID G E R O A D ( P R I V A T E ) P R I V A T E R O A D FO X P A T H IN D I A N H I L L R D PRIVATE R O A D 1180 PLEASANT VIEW RD 1140 PLEASANT VIEW RD 6400 PEACEFUL LN 1015 PLEASANT VIEW RD 935 PLEASANT VIEW RD6451 NEZ PERCE DR 915 PLEASANT VIEW RD 6483 BEATRICE WAY 6451 BEATRICE WAY 6419 BEATRICE WAY 825 PLEASANT VIEW RD 801 PLEASANT VIEW RD 6361 FOX PATH 6341 FOX PATH 6320 FOX PATH 745 PLEASANT VIEW RD 735 PLEASANT VIEW RD 695 PLEASANT VIEW RD 685 PLEASANT VIEW RD 675 PLEASANT VIEW RD 665 PLEASANT VIEW RD 640 640 PLEASANT VIEW RD NEAR MOUNTAIN LAKE ASSN. 630 PLEASANT VIEW RD 620 PLEASANT VIEW RD 610 PLEASANT VIEW RD 608 PLEASANT VIEW RD 608 600 PLEASANT VIEW RD 600 570 PLEASANT VIEW RD 570 561 INDIAN HILL RD 540 PLEASANT VIEW RD 561 540 536 PLEASANT VIEW RD 536 531 INDIAN HILL RD 531 541 INDIAN HILL RD 551 INDIAN HILL RD 491 INDIAN HILL RD 520 PLEASANT VIEW RD 510 PLEASANT VIEW RD 520 510 500 500 PLEASANT VIEW RD 501 INDIAN HILL RD 489 PLEASANT VIEW RD 450 INDIAN HILL RD 469 PLEASANT VIEW RD 449 PLEASANT VIEW RD 429 PLEASANT VIEW RD 6697 HORSESHOE CURVE LOTUS LAKE CHRISTMAS LAKE 650 PLEASANT VIEW RD 660 PLEASANT VIEW RD 670 PLEASANT VIEW RD 680 PLEASANT VIEW RD CITY OF CHANHASSEN 6285 RIDGE RD 6290 RIDGE RD 790 PLEASANT VIEW RD 800 PLEASANT VIEW RD 830 PLEASANT VIEW RD 850 PLEASANT VIEW RD 910 PLEASANT VIEW RD 890 PLEASANT VIEW RD 860 PLEASANT VIEW RD 910 PLEASANT VIEW RD 970 PLEASANT VIEW RD 1010 PLEASANT VIEW RD NO ADDRESS 1030 PLEASANT VIEW RD 1050 PLEASANT VIEW RD 6390 PLEASANT VIEW COVE 6441 NEZ PERCE DR 6461 NEZ PERCE DR 6471 NEZ PERCE DR 955 PLEASANT VIEW ROAD XXX 100 101 102 103 104 106 105 107 110109 114 108 111 113 112 115 117 116 118 120 119 121 122 123 124 125 126 128 129 130 131 132 133 134 135 136 137 138 141 142 143 144 127 139 140 SHARED DRIVE SHARED DRIVE SHARED DRIVE SHARED DRIVE SHARED DRIVE SHARED DRIVE LEGEND ASSESSMENT AREA RESIDENTIAL REHABILITATION SINGLE FAMILY - REHABILITATION PUBLICXXX XXX C: \ U s e r s \ R E E D ~ 1 . H E D \ A p p D a t a \ L o c a l \ T e m p \ A c P u b l i s h _ 3 4 7 0 4 \ P L E A S A N T V I E W - A S S E S S M E N T L A Y O U T . d w g J u l y 2 0 , 2 0 2 6 - 1 1 : 5 0 a m NORTH HORIZONTAL SCALE IN FEET 0 100 200PLEASANT VIEW ROAD IMPROVEMENTS ASSESSMENT LAYOUT 24 5 SHARED DRIVE SECONDARY ACCESS IN D I A N H I L L R D HORS E S H O E L N HO R S E S H O E C U R V E HORSE S H O E C U R V E BL A Z E T R A I L ( P R I V A T E ) FOX H O L L O W D R T I M B E R H I L L R D PL E A S A N T V I E W W A Y ( P R I V A T E ) PL E A S A N T V I E W L N ( P R I V A T E ) N E A R M O U N T A I N B L V D PL E A S A N T V I E W C I R ( P R I V A T E ) CH A N H A S S E N R D PLEASANT VIEW RD 665 PLEASANT VIEW RD 640 640 PLEASANT VIEW RD NEAR MOUNTAIN LAKE ASSN. 630 PLEASANT VIEW RD 620 PLEASANT VIEW RD 610 PLEASANT VIEW RD 608 PLEASANT VIEW RD 608 600 PLEASANT VIEW RD 600 570 PLEASANT VIEW RD 570 561 INDIAN HILL RD 540 PLEASANT VIEW RD 561 540 536 PLEASANT VIEW RD 536 531 INDIAN HILL RD 531 541 INDIAN HILL RD 551 INDIAN HILL RD 491 INDIAN HILL RD 520 PLEASANT VIEW RD 510 PLEASANT VIEW RD 520 510 500 500 PLEASANT VIEW RD 501 INDIAN HILL RD 489 PLEASANT VIEW RD 450 INDIAN HILL RD 469 PLEASANT VIEW RD 449 PLEASANT VIEW RD 429 PLEASANT VIEW RD 420 PLEASANT VIEW RD 6697 HORSESHOE CURVE 6695 HORSESHOE CURVE 6691 HORSESHOE CURVE 6696 HORSESHOE CURVE 6690 HORSESHOE LN 6614 HORSESHOE CURVE 6605 HORSESHOE CURVE 6601 HORSESHOE CURVE 6603 HORSESHOE CURVE 395 PLEASANT VIEW RD 6602 BLAZE TRL 6603 BLAZE TRL 6601 BLAZE TRL 365 PLEASANT VIEW RD 6580 PLEASANT VIEW WAY 339 PLEASANT VIEW RD 370 PLEASANT VIEW RD 6575 PLEASANT VIEW WAY 335 PLEASANT VIEW RD 350 PLEASANT VIEW RD 330 PLEASANT VIEW RD 320 PLEASANT VIEW RD 310 PLEASANT VIEW RD 291 TIMBER HILL RD NORTH LOTUS LAKE PARK (CITY OF CHANHASSEN) LOTUS LAKE 300 TIMBER HILL RD 6430 PLEASANT PARK DR 6420 PLEASANT PARK DR 6410 PLEASANT PARK DR 6400 PLEASANT PARK DR 6411 PLEASANT PARK DR 205 PLEASANT VIEW RD 195 PLEASANT VIEW RD 189 PLEASANT VIEW RD 185 PLEASANT VIEW RD 6430 PLEASANT VIEW LN 135 PLEASANT VIEW RD 6435 PLEASANT VIEW LN 115 PLEASANT VIEW RD 65 PLEASANT VIEW RD 55 PLEASANT VIEW RD 35 PLEASANT VIEW RD 25 PLEASANT VIEW RD 6400 CHANHASSEN RD 6400 NEAR MOUNTAIN BLVD 251 MOUNTAIN WAY 241 MOUNTAIN WAY 231 MOUNTAIN WAY 221 MOUNTAIN WAY 211 MOUNTAIN WAY 201 MOUNTAIN WAY 6360 NEAR MOUNTAIN BLVD 6370 NEAR MOUNTAIN BLVD 6380 NEAR MOUNTAIN BLVD 6390 NEAR MOUNTAIN BLVD 85 CASTLE RIDGE CT 87 CASTLE RIDGE CT 89 CASTLE RIDGE CT 91 CASTLE RIDGE CT 93 CASTLE RIDGE CT 95 CASTLE RIDGE CT 650 PLEASANT VIEW RD 660 PLEASANT VIEW RD 670 PLEASANT VIEW RD 680 PLEASANT VIEW RD 6450 PLEASANT VIEW CIR 6451 PLEASANT VIEW CIR 6441 PLEASANT VIEW CIR 101124 125 126 128 129 130 131 132 133 134 135 136 137 138 141 142 143 144 145 146 147 148 149 150 153 152 151 154 155 156 158 159 160 161 162 164 157 127 163 139 140 SHARED DRIVE SHARED DRIVE SHARED DRIVE SHARED DRIVE SHARED DRIVE SHARED DRIVE SHARED DRIVE SHARED DRIVE SHARED DRIVE SHARED DRIVE SHARED DRIVE SHARED DRIVE LEGEND ASSESSMENT AREA RESIDENTIAL REHABILITATION SINGLE FAMILY - REHABILITATION PUBLICXXX XXX C: \ U s e r s \ R E E D ~ 1 . H E D \ A p p D a t a \ L o c a l \ T e m p \ A c P u b l i s h _ 3 4 7 0 4 \ P L E A S A N T V I E W - A S S E S S M E N T L A Y O U T . d w g J u l y 2 0 , 2 0 2 6 - 1 1 : 5 0 a m NORTH HORIZONTAL SCALE IN FEET 0 100 200PLEASANT VIEW ROAD IMPROVEMENTS ASSESSMENT LAYOUT 24 6 Pleasant View Road lmprovements Project City of Chanhassen Open House Comment Form July 22"d,2026 lLil- f,,,,.- 4fz-1,LL'7cll hla rauzrt /o 4 n-d t /.CayT'l 7 :/ You may leave this completed form with us today by dropping it into the comment box. You may also email your comments to Charles Howley, Public Works Director/City Engineer, at chowley@chanhassenmn.gov or mail this form to the following address: Charles Howley, P.E. Public Works DirecUCity Engineer City of Chanhassen 7700 Market Blvd P.O. Box 147 Chanhassen, MN 553'17 3 lrt/a 5 t"bz-eS a ea-2e Z z €-a 4. -L etLt/ l'7 e 12 a9 NAME: ADDRESS: PHONE: EMAIL: COlr/lilENTS: 247 Pleasant View Road lmprovements Project City of Chanhassen Open House Comment Form July 22"d,2026 /L, , //,a;fit{ Nrrrtt,"0 BzS PtelApi Vla-t lzoao 1sz- qt4-?667 At *tL,ug @ 64atr7v. cotz'' You may leave this completed form with us today by dropping it into the comment box. You may also email your comments to Charles Howley, Public Works Director/City Engineer, at chowley@chanhassenmn.gov or mail this form to the following address: Charles Howley, P.E. Public Works Direct/City Engineer City of Chanhassen 7700 Market Blvd P.O. Box 147 Chanhassen, MN 553'17 COMIVENTS Z r-.( t <'1 P"a$ ''o.J€ZT /,*r<.t 4oog A-,r7Hzt^7- 7kt PATH l.'n wel,J 7o (t* cttt56. tat:TN €WovcV {a.al- ZotW*,.*/5, '7Nr o(Vor-.tlL P/fl'/ /t Ttlo t,,tt0tr- 3eauezy' [3earPnf WAV /t'O Dzf P Le'vg pivt cU L..<)ttLO ft.€Dq ra6- ,4 (u 4l7n ^ttAL l/f,i^,/ ke'7,4t Yt w'At-L WNEYd €- <-ura-*6t4'rnl*0 uIJ s-{/ 5ler,r I .4 r-7L S LT€P OL,L L REd J /loLr ,0;lO ?Aftt L.ro \ L € ow{,o o( ou,a- €z-or-t,l'a-- O€Y L7L-^Ar€a ^'; 7-/'tg "ao Z'{l u,to LL6 b) t,..L{ STktP ot -LOE\-5 o.- a^te. SrzE 7o Pnor't 6^-.PED6TlLHrb oaJ THtr g7-l,LE7cil od zN€ teo,aP '2 €Aslgw 7t> /t4<tn,7an'J 4/c-Y! f .;,7-! ?Ir ur c 7i " - Co{f uL1SS /aA PAL,PrL/V48.NO NAME: ADDRESS: PHONE: EMAIL: t.toL^ r 0 248 Pleasant View Road lmprovements Project City of Chanhassen Open House Comment Form JuV 22nd,2026 NAME: ADDRESS PHONE: EMAIL: C h.is J,S\f I o Tl"Vi"lrr Qv 612 lol st3o c. hri s*i n:. . hq\ssic e *rnoil, Qo rr)trr You may leave this completed form with us today by dropping it into the comment box. You may also email your comments to Charles Howley, Public Works Director/City Engineer, at chowley@chanhassenmn.gov or mail this form to lhe following address: Charles Howley, P.E. Public Works DirecVCity Engineer City of Chanhassen 7700 Market Blvd P.O. Box 147 Chanhassen, MN 55317 COMMENTS O f<ra\l hi n s I( Csns {roi,.fs +t f- 2 rd 2 oa-od+ (\ 2 o.lFo T *hin l< rtp "JJia +\c- s,.rfb si(- fsVe- S fJ Ri ....4 o i9 lheo +.StvJP l"-i irour J Jiffi,"l+ n- +,<z lJ-rr,r. #f "q ll J wef S o s s? fro.r.,(s""nf l4c^r Cv- I 249 Pleasant View Road lmprovements Project City of Chanhassen Open House Comment Form July 22"d,2026 _^NAME: ADDRESS PHONE: EMAIL: COMMENTS 4 o b finn< do,^rro liv < rt 9, ( fi^ You may leave this completed form with us today by dropping it into the comment box. You may also email your commenls to Charles Howley, Public Works Director/City Engineer, at chowley@chanhassenmn.gov or mail this form to the following address Charles Howley, P.E. Public Works DirecUCity Engineer City of Chanhassen 7700 Market Blvd P.O. Box 147 Chanhassen, MN 55317 \sr A\to Ne cc4,,, $ so.n {rx i? q"ho{- oq\ a"rg *.1,{ \\s9 , t\oto*rrq tlzne ir' a eLqirrvg( Ttnru hh divi/,,s *i-.i*^$ taw<q eoun\ : }.oa[ | , 0 o ! \ bs\ I Y\ c t a ll.04stw I 0ul t 0 I ,t {lvt 4ald hqvr ltvr\rt*exl,ar to orborirl' *o,i t,rh{l'-{rrrt.' Otttnl ls llrr, . go.A-ilI el< -lYrt<d<a,rrt ur$*r bq$r< i+t hh , D I ta t \ru&'<l Thr lS.rr hvnll<I fd"cr\^g c-ltiz:<ras, S On hf{ \ t I 'fo pbr$ -if\ q250 Pleasant View Road lmprovements Project City of Chanhassen Open House Comment Form July 22nd,2026 * A;d< y** /, L*L.NAME: ADDRESS: PHONE: EMAIL: 1e a- b/z--€tg-Zrzr --L-., r-7-i i kra- D or2lai /, eo.-J.t -(_J You may leave this completed form with us today by dropping it into the comment box. You may also email your comments to Charles Howley, Public Works Director/City Engineer, at chowley@chanhassenmn.gov or mail this form to the following address: COTMIVENTS {a-" a th {2r, o f 4r, {.oc) 4 nr rthi/lol,.k 4 a,. , re 4"Pl"-sd-* /r^' -El 't/o. arct .t ar eq b, 'c-2/e 2re 4< a_-r1. z*olo u//n"ft< R,la"4 a:a /d1 /or.*os s dr C /> -.Lt-O {*"* o{3 q fru'1) Q'/'41 fr'*t /a'< 4ua,t frnz Q" ^7.2a-a k"ff*t; * ?2- 7Z*", I Kr*bn Charles Howley, P.E. Public Works DirecUCity Engineer City of Chanhassen 7700 Market Blvd P.O. Box147 Chanhassen, MN 55317 251 Pleasant View Road Improvements Project City of Chanhassen Open House Gomment Form July 22"d,2026 achd (a 2 a.rvr rQ a, %Lo tro V C+ NAME: ADDRESS PHONE: EMAIL: Ll7 zoq 2-766 ca-uht V<-.r G.rman I You may leave this completed form with us today by dropplng it into the comment box. You may also email your mmments to Charles Howley, Public Works Director/City Engineer, at chowley@chanhassenmn.gov or mail this form to the following address: Charles Howley, P.E. Public Works DirecUCity Engineer City of Chanhassen 7700 Market Blvd P.0. Box 147 Chanhassen, MN 55317 COMMENTS NA "*r) \o(+ *i,4< sltcr.-U^l 11 U ? 2 L S ayl lv r earr bul lo oe ^-ou(A tt,is e L d +\a r- A{ 6rA e- o{V Lea "Aft^-A ill\e S^r+<-N\ howre vtQ,( \ar S P ( (\{h aa e ea-*4 vst UVl w )o( { n1-(h ich S 4_S C +o+ l^+^VD v'+ a- sh Q t{ecl e pa-t-h bu -\1d "* rvl 0s +5,1 l/1 +i tr 1C o o rt tS u i4 +D th oYt,t/Y1 O o,1ect u-ztta s* Jo bt-f1.S Q c- 1c- s€ -.w;sts ) . ho (L c-+<a*<t 252 Pleasant View Road lmprovements Project City of Chanhassen Open House Comment Form July 22"d,2026 NAME: ADDRESS PHONE: EMAIL:rnVz90>rro e'vr rur'/ {sty|,to- You may leave this completed form with us today by dropping it into the comment box. You may also email your comments to Charles Howley, Public Works Director/City Engineer, at chowley@chanhassenmn.gov or mail this form to the following address: Charles Howley, P.E. Public Works DirecUCity Engineer City of Chanhassen 7700 Market Blvd P.O. Box 147 Chanhassen, MN 55317 @?n'^ +?'ffi w U -hlo-'+lAg +$64Milf Jt nAD<-W l\oh2 6^-*G %"w\ COMMENTS:?tu .ftM 6" 253 Pleasant View Road lmprovements Project City of Chanhassen NAME: ADDRESS PHONE: EMAIL:w$p-L.{nrro ryue,.(arl 0 You may leave this completed form with us today by dropping it into the comment box. You may also email your comments to Charles Howley, Public Works Director/City Engineer, at chowley@chanhassenmn.gov or mail this form to the following address: Charles Howley, P.E. Public Works DirecUCity Engineer City of Chanhassen 7700 Market BIvd P.O. Box'147 Chanhassen, MN 553'17 CO[/t,/ENTS \A_ "{ ( 4\_ T,w O.\-ND 6. _1%Sffil* Open House Comment Form JuV 22nd,2026 254 255 256 257 258 Streets - Pleasant View Road Reconstruction Description Rehabilitation of Pleasant View Road from Hwy 101 to Powers Blvd. Pavement condition, utility infrastructure, safety and mobility improvements are needed for this corridor. This is a collector road and is part of the City's MSA system. Due to the size and complexity of this project, it will likely be a multi-year construction project. Additional right-of-way and easements will also likely be needed, as the alignment geometry is brought up to current standards and the intent of adding bike and pedestrian safety improvements. Details Type of Project:Reconstruction Overview Request Owner Charlie Howley Department Annual Pvmnt Mgmt Contracted Type Capital Improvement Project Type Street Construction/Reconstruction Project Number ST-054 Project Location 259 Capital Costs FY2026 Budget $0 Total Budget (all years) $8M Project Total $8M Capital Costs by Year Construction/Maintenance $7,100,000 88.75% Engineering $900,000 11.25% 4,000K4,000K 4,000K 4,000K4,000K 4,000K 2027 2028 0 1,000K 2,000K 3,000K 4,000K Capital Costs for Budgeted Years Construction/Maintenance $7,100,000 88.75% Engineering $900,000 11.25% 8M Category Historical Budgeted FY2026 FY2027 FY2028 FY2029 FY2030 FY2031 FY2032 FY2033 FY2034 FY2035 Future Budgeted Total Budgeted $0 $0 $450,000 $450,000 $0 $0 $0 $0 $0 $0 $0 $0 $900,000 $0 $0 $3,550,000 $3,550,000 $0 $0 $0 $0 $0 $0 $0 $0 $7,100,000 Total $0 $0 $4,000,000 $4,000,000 $0 $0 $0 $0 $0 $0 $0 $0 $8,000,000 Engineering Construction/Maintenance 260 Funding Source FY2026 Budget $0 Total Budget (all years) $8M Project Total $8M Funding Source by Year Streets - PMP MSA Funds $4,500,000 56.25% Streets - PMP Assessments $2,300,000 28.75% Utility Fund - SW Mgmt $400,000 5.00% Utility Fund - Sewer $400,000 5.00% Utility Fund - Water $400,000 5.00% 4,000K4,000K 4,000K 4,000K4,000K 4,000K 2027 2028 0 1,000K 2,000K 3,000K 4,000K Funding Source for Budgeted Years Streets - PMP MSA Funds $4,500,000 56.25% Streets - PMP Assessments $2,300,000 28.75% Utility Fund - SW Mgmt $400,000 5.00% Utility Fund - Sewer $400,000 5.00% Utility Fund - Water $400,000 5.00% 8M Category Historical Budgeted FY2026 FY2027 FY2028 FY2029 FY2030 FY2031 FY2032 FY2033 FY2034 FY2035 Future Budgeted Total Budgeted $0 $0 $1,150,000 $1,150,000 $0 $0 $0 $0 $0 $0 $0 $0 $2,300,000 $0 $0 $200,000 $200,000 $0 $0 $0 $0 $0 $0 $0 $0 $400,000 $0 $0 $200,000 $200,000 $0 $0 $0 $0 $0 $0 $0 $0 $400,000 $0 $0 $200,000 $200,000 $0 $0 $0 $0 $0 $0 $0 $0 $400,000 $0 $0 $2,250,000 $2,250,000 $0 $0 $0 $0 $0 $0 $0 $0 $4,500,000 Total $0 $0 $4,000,000 $4,000,000 $0 $0 $0 $0 $0 $0 $0 $0 $8,000,000 Streets - PMP Assessments Utility Fund - Water Utility Fund - Sewer Utility Fund - SW Mgmt Streets - PMP MSA Funds 261 PLEASANT VIEW ROAD IMPROVEMENTS CITY PROJECT NO. 26-03 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: August 7th, 2026 Lic. No. 59057 262 Table of Contents EXECUTIVE SUMMARY ......................................................................................................................... 1 1.INTRODUCTION ............................................................................................................................... 2 2.EXISTING CONDITIONS AND TRAFFIC .......................................................................................... 3 EXISTING CONDITIONS TRAFFIC AND AADT 3.PROPOSED PUBLIC IMPROVEMENTS ........................................................................................... 6 TYPICAL SECTION ROADWAY GEOMETRY TRAILS AND SIDEWALK IMPROVEMENTS DESIGN ALTERNATIVES OTHER STREET IMPROVEMENTS STREET PAVEMENT IMPROVEMENTS STORM SEWER IMPROVEMENTS SANITARY SEWER IMPROVEMENTS WATERMAIN IMPROVEMENTS PRIVATE UTILITIES 4.PERMITS AND APPROVALS ......................................................................................................... 11 5.EASEMENT AND PROPERTY REQUIREMENTS........................................................................... 11 6. ASSESSMENTS............................................................................................................................. 11 7.PUBLIC ENGAGEMENT................................................................................................................. 12 8.PROJECT SCHEDULE ................................................................................................................... 12 9.SUMMARY AND RECOMMENDATIONS ........................................................................................ 12 EXHIBIT A –OVERALL PROJECT LAYOUT EXHIBIT B –DRAINAGE LAYOUT EXHIBIT C –TYPICAL SECTIONS EXHIBIT D – EXISTING CONDITIONS LAYOUT EXHIBIT E –ASSESSMENT LAYOUT EXHIBIT F –ASSESSMENT ROLL APPENDIX A –OPINION OF PROBABLE COST APPENDIX B –GEOTECHNICAL REPORT APPENDIX C –TRAFFIC REPORT APPENDIX D – ASSESSMENT POLICY 263 1 City of Chanhassen |Pleasant View Road Improvements │Feasibility Study EXECUTIVE SUMMARY This feasibility study has been prepared for the City of Chanhassen’s Pleasant View Road Improvements Project. Pleasant View Road is a Municipal State Aid street (MSA) that serves as the only connection between Lotus Lake and Christmas Lake between Powers Boulevard (CSAH 17) and Chanhassen Road (MN-101).The project team with partnership from the City have been actively coordinating with MnDOT’s State Aid office to work through the process of obtaining necessary design variances for the project. There are currently 8 design variances that will have to be acquired to approve the use of State Aid funding dollars for this project. The proposed project improvements will consist of the rehabilitation of approximately one and three- quarters (1.75) miles of roadway, approximately 900 feet of trail rehabilitation, as well as the replacement of 4 inch bituminous curb throughout the project. The existing roadway includes limited stormwater infrastructure with spot locations of existing drainage and erosion control issues. These isolated drainage and erosion control locations will be corrected with the project. Spot replacements to substantially deteriorated sanitary sewer and watermain will be done as part of this project as well, as provided as an opportunity cost with the rehabilitation of the roadway. This project is also being proposed with various design alternatives that would enhance pedestrian and vehicle safety. Detailed information for the different elements of the project is provided in the full report below. The estimated construction costs for the proposed improvements are detailed in the table below, these costs include a 15% contingency. PLEASANT VIEW ROAD CONSTRUCTION COST BREAKDOWN ITEM COST ROADWAY $2,360,346 STORM SEWER $161,000 SANITARY SEWER $90,045 WATERMAIN $46,000 Total Project Cost $2,657,391 Trail Extension Design Alternative $361,330 264 2 City of Chanhassen |Pleasant View Road Improvements │Feasibility Study The improvements are proposed to be financed through various funding sources including, MSA, Property Assessments and Utility Enterprise funds. A preliminary financing plan for the construction costs is provided in the table below. FUNDING SOURCE BREAKDOWN ITEM COST PROPERTY ASSESSMENTS $334,750 CITY ROADWAY/PMP FUND *$2,025,596 CITY STORM SEWER FUND *$161,000 CITY SANITARY SEWER FUND $90,045 CITY WATERMAIN FUND $46,000 Total Project Cost $2,657,391 Trail Extension Design Alternative Cost $ 361,330 * The City has programmed $2.3 Million in Municipal State Aid (MSA) funding for Pleasant View Road in which can be used for funding any of these marked funding sources as necessary.MSA funding for this project is contingent on approval of State Aid Variances as outlined in the executive summary and under Mn State Statute CHAPTER 8820, LOCAL STATE-AID ROUTE STANDARDS. Below is the outlined schedule for past project dates and our recommended future project schedule: Begin Project/Notice to Proceed End of May 2026 Collect Background Information June - July 2026 Public Open House July 22, 2026 Feasibility Report August 7th, 2026 Public Improvement Hearing August 10th, 2026 Final Design: 60% Submittal August 11 - October 22, 2026 90% Submittal October 22 - December 11, 2026 100% Submittal December 28 - January 15, 2027 Bid Opening February 18, 2027 Assessment Hearing March, 2027 Pre Construction Activities April - May 2027 Construction May - November 2027 1. INTRODUCTION On May 5th, 2025, the City Council authorized preliminary design services for Pleasant View Road Improvements, City Project 26-03. The preliminary design services included a preliminary traffic study (included in Appendix C), evaluation of three roadway and utility design alternatives, and preliminary stormwater design review evaluating each alternative. The project team hosted a public Open House in November of 2025 and received around 70 public feedback surveys related to the proposed 265 3 City of Chanhassen |Pleasant View Road Improvements │Feasibility Study improvements and the project. The Council received project updates, traffic modeling, forecasting and feasibility estimates for various alternative designs to re-envision Pleasant View Road throughout 2025- 2026. A general summary of the proposed improvements included in the project area are provided below. · Full depth pavement reclamation along the full length of Pleasant View Road. · Reconstruction of the existing shared-use path on the eastern end of Pleasant View Road, between Fox Hollow Drive and the cross walk 650 ft west of Near Mountain Boulevard. · Surface adjustments and limited gate valve replacements for watermain. · Limited sanitary sewer replacements for degraded pipe meeting or exceeding level 4 rating on the degradation index. · Replacement of all bituminous curb along Pleasant View with new bituminous curb. · Limited concrete curb and gutter is proposed in the stretch between Peaceful Lane and Powers Blvd. The traffic study was used to evaluate the existing condition of Pleasant View Road at the intersections of Powers Blvd (CSAH 17) and Chanhassen Road (TH 101). This focused on various potential lane configurations, intersection control and access management in order to facilitate traffic under future 2047 conditions. Furthermore, the study evaluated existing safety issues and crash data to analyze existing and proposed conditions at each intersection. The proposed improvements are shown in the Overall Project Layout in Exhibit A. 2. EXISTING CONDITIONS AND TRAFFIC EXISTING CONDITIONS The existing pavement structure along Pleasant View Road consists of approximately 7.5” of asphalt pavement over 9” (variable depth) of aggregate base and is underlain by predominantly clay soils. The existing condition of the roadway as well as the bituminous curb is very poor for a majority of the corridor. This damage is being shown through the various cracks, potholes and overall degradation of both the asphalt roadway and curbing. (See condition images below) Figure 1 – Cracking and degradation in roadway surface near manhole cover 266 4 City of Chanhassen |Pleasant View Road Improvements │Feasibility Study Figure 2 – Various potholes and cavities in roadway surface Figure 3 – Longitudinal cracking along bituminous curbing The existing bituminous trail on the south side of Pleasant View Road from Fox Hollow Drive to Pleasant View Lane is in poor condition, as shown in the images below: Figure 4 – Deterioration of bituminous trail at road transition 267 5 City of Chanhassen |Pleasant View Road Improvements │Feasibility Study Figure 5 – Transverse cracking along bituminous trail Figure 6 – Large cracks and settlement issues within bituminous trail The curb along Pleasant View Road is mostly comprised of 4” bituminous curb which is showing signs of weathering and deterioration, as seen in the image below: Figure 7 – Deformation and cracking along bituminous curb There is an existing bituminous trail as well as concrete curb and gutter on the north side of Pleasant View Road for a stretch of approximately a quarter (1/4) mile on the east end of the project which is in good condition. The public utilities along the Pleasant View Road corridor are generally in fair to good condition, with only minor sections in need of replacement or adjustment. The locations for sanitary sewer replacement have been identified through pipe televising performed by American Environmental, LLC. The pipe conditions were graded on a scale of 1 to 5, with 5 representing the worst condition. Upon review of the degraded sanitary sewer locations along the corridor, a feasible replacement strategy was identified based on the opportunity to coordinate this work with the proposed roadway improvements. All sanitary sewer with a condition rating of 4 or higher will be replaced with the proposed project, limiting long-term emergency maintenance costs for the future roadway and sewer system. 268 6 City of Chanhassen |Pleasant View Road Improvements │Feasibility Study TRAFFIC AND AADT An evaluation of the existing and forecasted traffic and crash analysis was completed for Pleasant View Road. An existing intersection capacity analysis was performed at different study intersections using weekday AM and PM peak hour turning movement volumes. According to MnDOT’s Traffic Count Database System, the existing Annual Average Daily Traffic along Pleasant View Road was 1,870 vehicles per day near Chanhassen Road (TH 101) and 970 vehicles per day near Powers Boulevard (CSAH 17). These traffic counts were taken in 2024. To provide accurate forecasted traffic analysis, traffic growth was estimated using 2040 daily traffic forecasts from the City of Chanhassen 2040 Comprehensive Plan. According to this forecast there is an indication of traffic growth, however since Pleasant View Road is a built out single-family home residential area, as well as the nature of Pleasant View Road being winding in nature,no growth will be applied to Pleasant View Road traffic volumes. Existing Crash Data was also obtained over a five-year period (July 1, 2020 - June 30, 2025) using MnDOT’s crash mapping analysis tool at the study intersections. According to the data and the study, only two crashes were reported at the intersection of Pleasant View Road, CSAH 17 and TH101 and both were Property Damage Only collisions. 3. PROPOSED PUBLIC IMPROVEMENTS TYPICAL SECTION The proposed Pleasant View Road typical section consists of an undivided two-lane roadway, with traffic operating in both directions. The proposed geometry and street widths are shown in the overall layout. Pavement designs are based on a 25-year performance life for bituminous at a 10-ton design strength, see the Geotechnical Report in Appendix B for more information. Typical 11 foot lane widths are proposed with 4 inch bituminous barrier curb for a majority of the corridor, with 10 foot lane widths within the areas of limited right-of-way along Lotus Lake. The existing shared-use path between North Lotus Lake Park and the existing off-road path connection 650 feet west of Near Mountain Blvd is proposed for bituminous replacement. Existing widths of adjacent connecting streets are proposed to remain the same as a part of the project. As a part of this feasibility study, a geotechnical investigation and report provided proposed roadway and bituminous trail pavement sections, see Appendix B. As per the geotechnical report, in all areas where Full-Depth Reclamation (FDR) on Pleasant View is performed, it is recommended that the reclamation depth be approximately 12 inches. For areas where existing bituminous pavement reaches 13 inches, milling may be necessary prior to the FDR. There are limited areas where the existing utility replacements will require significant excavation beneath the roadway subgrade. At these areas of utility replacements, a section matching the existing pavement section will be used, this section will be constructed utilizing the material acquired during the reclamation process. At select areas of full reconstruction, a 12” class 5 aggregate base and a 24” select granular subbase is proposed to reduce long-term settlement concerns for new areas of pavement or adjusted grades. For all areas of roadway resurfacing, a pavement section of 2” of wear course over 2” of non-wear course will be used. 269 7 City of Chanhassen |Pleasant View Road Improvements │Feasibility Study All of the proposed typical sections can be seen in Exhibit C. ROADWAY GEOMETRY The existing roadway has been piecemealed together over time. This has created variable roadway widths throughout the corridor which may present safety concerns to drivers. Minor roadway width adjustments will be made to maintain a consistent roadway width and section throughout the corridor. All proposed geometry meets 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 We are proposing the replacement of the 8-Foot Bituminous Shared Use Path along the South side of Pleasant View Road from Fox Hollow Drive to the crosswalk west of Near Mountain Boulevard. This trail is in poor condition and rehabilitating the road will allow for the opportunity to replace the trail as well. These improvements can be seen in Exhibit A. DESIGN ALTERNATIVES Optional alternatives for Council consideration include: Design Alternative 1 - Trail Extension: The construction of a brand-new shared use trail along the south side of Pleasant View Road from Powers Boulevard (CSAH 17) to Fox Path. This path would allow a protected area for pedestrians and bikers traveling along Pleasant View Road. There are numerous other sidewalks and trails in the neighborhood south of this location and constructing this additional trail would help provide a complete route for bicyclists and pedestrians. Design Alternative 2 - Horseshoe Curve Intersection Reconfiguration: The reconfiguration of the intersection of Pleasant View Road and Horseshoe Curve from only having a stop condition on the Horseshoe Curve leg, to an all-stop intersection. This reconfiguration would also improve sight distance and slow traffic, making the intersection and surrounding area safer for both vehicle and pedestrian traffic. OTHER STREET IMPROVEMENTS 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 steel and will either be replaced or left untouched as they are within the new City standards. We have proposed 3 sets of driver speed feedback signs along Pleasant View Road. During final design, the project team will locate trees within the public right-of-way to be cleared or trimmed to allow for improved sightlines to traffic control signs and devices. 270 8 City of Chanhassen |Pleasant View Road Improvements │Feasibility Study 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 a system wide average pavement OCI rating above 70. The most recent OCI ratings for the existing roadways in the project corridor are listed below: Street: OCI Rating (0- 100) Pleasant View Road (Powers Blvd to Pleasant View Cv)61 Pleasant View Road (Powers View Cv to Peaceful Ln)29 Pleasant View Road (Peaceful Ln to Fox Path)39 Pleasant View Road (Fox Path to Indian Hill Rd)32 Pleasant View Road (Indian Hill Rd to Horseshoe Ln)31 Pleasant View Road (Horseshoe Ln to Horseshoe Curve)30 Pleasant View Road (Horseshoe Curve to Horseshoe Curve)33 Pleasant View Road (Horseshoe Curve to Fox Hollow Dr)34 Pleasant View Road (Fox Hollow Dr to Timber Hill Rd)33 Pleasant View Road (Timber Hill Rd to Near Mountain Blvd)33 Pleasant View Road (Near Mountain Blvd to Chanhassen Rd)31 All pavement sections will be rehabilitated with the project, bringing their OCI to within the ranges of high 80s to low 90s. This pavement design section is aimed to extend the pavement life an additional 25 years. STORM SEWER IMPROVEMENTS STORMWATER MANAGEMENT SUMMARY: The Pleasant View Road corridor has portions of the proposed project area that are within both the Minnehaha Creek Watershed District and the Riley Purgatory Bluff Creek Watershed District, see Exhibit B for details. The project has been developed to limit new and reconstructed impervious impacts where feasible while complying with applicable watershed district requirements. Therefore, the majority of the storm sewer improvements will be limited to adjustments and replacements of any infrastructure necessary, as well as making minor improvements to some of the storm water outlets along the corridor. STORMWATER REQUIREMENTS: The majority of 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: 271 9 City of Chanhassen |Pleasant View Road Improvements │Feasibility Study 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. o Volume (Abstraction): 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 Water Quality: 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. The west section of the project area is also within the Minnehaha Creek Watershed District and shall meet stormwater requirements under the Minnehaha Creek Watershed District Stormwater Management Rule, as outlined below: · A linear project creating 10,000 square feet or more of new impervious or 1 acre or more of new or fully reconstructed impervious must meet the storm water criteria below: o Rate Control: An action may not increase the peak runoff rate from the site, in aggregate, for design storm events. Design storm events include either one- or two- year, 24-hour events, as well as 10- and 100- year, 24-hour events. o Volume (Abstraction): Projects creating new and reconstructed impervious area of an acre or more must provide abstraction onsite for the volume equal to the larger of; 1 inch of runoff from the net increase in impervious area or 0.5 inches from the new impervious and reconstructed area. o Water Quality: Minnehaha Creek Watershed District does not have a separate requirement for water quality; it states that provided requirements for abstraction shall provide adequate filtration to maintain water quality. 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. Pleasant View Road 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. *Full depth pavement reclamation is a form of rehabilitation and therefore is exempt under the variances of the watershed district permitting rules. (RPBCWD – Rule K) *Linear transportation projects where the net increase of impervious surface < 10,000 square feet does not require a permit. (MCWD – Stormwater Management Rule) EXISTING & PROPOSED STORM SEWER INFRASTRUCTURE: The existing infrastructure treats stormwater in localized locations, with no main trunk line running along Pleasant View Road. The storm water is directed to a variety of locations for treatment and retainage, such as numerous areas which drain to Lotus Lake, existing watershed and city managed basins and wetlands, as well as various locations where the storm water is directed to ditches and private property with no proper treatments. Proposed storm sewer upgrades are listed below: 272 10 City of Chanhassen |Pleasant View Road Improvements │Feasibility Study · Improvements to the existing storm water outlets along Lotus Lake, as shown in Exhibit A. These improvements highlight installation of drop inlet structures, with sumps to collect debris and suspended solids before outleting to Lotus Lake. Additionally, these structures will outlet through proposed reinforced concrete pipe controlled by ditch checks to dissipate flows and reduce erosion control. · Adjustment or replacement of existing rings and castings where grades or curb lines have been adjusted · Removal and replacement of any damaged storm sewer pipe · Removal and replacement of any damaged storm sewer structures or castings SANITARY SEWER IMPROVEMENTS Sanitary sewer within the project corridor generally consists of 8-inch ABS (Acrylonitrile Butadiene Styrene) pipe within the anticipated limits of disturbance. City televising has identified isolated locations requiring spot repair. These repairs are recommended to be completed with the roadway project to avoid future pavement disturbance and to coordinate restoration with proposed pavement rehabilitation. WATERMAIN IMPROVEMENTS During the preliminary design, the project team reviewed historic watermain breaks within the project limits. There were few documented watermain breaks on record, which is acceptable for this length of roadway. The existing watermain is primarily 12” DIP or PVC. Due to the current generally acceptable condition of the watermain, there are expected to be no repairs or adjustments required with the proposed improvements. 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 State One Call Map ticket request was submitted for this project area as a part of the feasibility study and the following utility companies have facilities present in the project area: · Centerpoint · Comcast · Lumen (formerly CenturyLink) · Metronet · Xcel Energy · Mediacom 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. 273 11 City of Chanhassen |Pleasant View Road Improvements │Feasibility Study 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. This project will require several state aid standard design variances to receive Municipal State Aid Funding as noted above in the executive summary. · MPCA General Stormwater Permit · Riley Purgatory Watershed District Permit/Approval · Minnehaha Creek Watershed District Permit/Approval 5. EASEMENT AND PROPERTY REQUIREMENTS The proposed street, storm, and utility improvements are planned to occur within the existing City right- way and easements. Permanent drainage easement is required for the proposed improvements to the stormwater outlets along Lotus Lake. Temporary easements will be necessary throughout the corridor for various drainage, grading and utility improvements. The extent and exact location of temporary construction easements will be determined in final design when the project has acquired necessary approvals from MNDOT State Aid for design variances. The approximate easement needs for the project are summarized below: PERMANENT DRAINAGE EASEMENT ACQUISITION (FOR DRAINAGE IMPROVEMENTS ALONG LOTUS LAKE)3,600 SQ FT 6. ASSESSMENTS In 2025, the City of Chanhassen moved to a flat rate methodology as their primary city assessment policy. Per this policy, all benefiting properties (low-density residential) will pay a flat assessment fee of $5,150 (2026 rate schedule) for Full Depth Reclamation Projects like the Pleasant View Road Improvements Project. We estimate that there will be a total of 65 properties assessed for this project. 274 12 City of Chanhassen |Pleasant View Road Improvements │Feasibility Study 7. PUBLIC ENGAGEMENT There have been 2 open house meetings held for this project, both were held at the Chanhassen City Hall, the first on November 18th, 2025, and the second on July 22nd, 2026. The purpose of the open house meetings was to inform interested residents in the area of the proposed improvements, share project estimated costs, funding, project schedule, and answer any questions regarding the Public Improvement Hearing. The project team received feedback from 67 resident surveys with the first open house and 10 resident surveys with the second open house. During final design and after construction bidding, additional public outreach will be had to discuss proposed staging and access during construction, with plans for at least one additional public open house prior to construction. See the project schedule detailed below for additional information. 8. PROJECT SCHEDULE Public Open House – Informational July 22, 2026 Final Feasibility Report August 7, 2026 Council Orders Project, Authorizes Preparation of Final Plans and Specs August 10, 2026 Public Improvement Hearing August 10, 2026 Authorize Advertisement for Bids December, 2026 Council Approves Plans and Specs January, 2027 Bid Opening February 18, 2027 Public Open House – Pre-Construction February, 2027 Assessment Hearing and City Council Awards Contract February 22, 2027 Preconstruction Activities April - May, 2027 Construction May - November, 2027 9. SUMMARY AND RECOMMENDATIONS Based upon the analysis completed as a part of this study; · The improvements are feasible. · The project is necessary due to pavement and drainage needs. · The proposed funding approach is reasonable. We recommend the following: 1. The City Council holds a public hearing for the project. 2. After receiving the appropriate staff reports, staff information, and public hearing input, the Council decides on the approval or rejection of the proposed improvements and orders the approved project. 275 EXHIBITS EXHIBIT A – OVERALL PROJECT LAYOUT 276 COUNTY CARVER17 101 EXHIBIT A - OVERALL PROJECT LAYOUT NORTH 277 EXHIBIT B – DRAINAGE LAYOUT 278 101 COUNTY CARVER17 NORTH 279 EXHIBIT C – TYPICAL SECTIONS 280 281 EXHIBIT D – EXISTING CONDITIONS LAYOUT 282 101 COUNTY CARVER17 101 COUNTY CARVER17 283 EXHIBIT E – ASSESSMENT LAYOUT 284 COUNTY CARVER17 101 285 EXHIBIT F – ASSESSMENT ROLL 286 PARCEL NUMBER PID PARCEL ADDRESS TAXPAYER NAME TAXPAYER ADDRESS TAXPAYER CITY, STATE & ZIP PROPERTY TYPE ASSESSMENT COST 100 258550031 1180 PLEASANT VIEW RD RYAN L JOHNSON 1180 PLEASANT VIEW RD CHANHASSEN MN 55317 RESIDENTIAL 5,150$ 101 251120010 1140 PLEASANT VIEW RD JENNIFER M GOODKIND TRUST 1140 PLEASANT VIEW RD CHANHASSEN MN 55317 RESIDENTIAL 5,150$ 102 256990010 1050 PLEASANT VIEW RD ROBIN J BEDDOR REV TRUST 1050 PLEASANT VIEW RD CHANHASSEN MN 55317 RESIDENTIAL 5,150$ 103 256990020 1030 PLEASANT VIEW RD JAMES WILLIAM BENDT 6311 NEAR MOUNTAIN RD CHANHASSEN MN 55317 RESIDENTIAL 5,150$ 104 252150050 UNADDRESSED CASEY MITTELSTADT 6035 GALPIN LAKE RD SHOREWOOD MN 55331 RESIDENTIAL 5,150$ 105 251140060 1010 PLEASANT VIEW RD PHILIP MYERS 1010 PLEASANT VIEW RD CHANHASSEN MN 55317 RESIDENTIAL 5,150$ 106 251140050 970 PLEASANT VIEW RD STEVEN M BEDDOR 12555 SALEM AVE NORWOOD YOUNG AMERICA MN 55368 RESIDENTIAL 5,150$ 107 256290030 975 PLEASANT VIEW RD RACHEL DEVELOPMENT INC 4180 NAPIER CT NE SAINT MICHAEL MN 55376 RESIDENTIAL 5,150$ 108 257000011 910 PLEASANT VIEW RD REVOCABLE TRUST OF DAVID A BEDDOR 1050 PLEASANT VIEW RD CHANHASSEN MN 55317 RESIDENTIAL 5,150$ 109 256290020 955 PLEASANT VIEW RD RACHEL DEVELOPMENT INC 4180 NAPIER CT NE SAINT MICHAEL MN 55376 RESIDENTIAL 5,150$ 110 256290010 935 PLEASANT VIEW RD CHARLES CUDD CO LLC 15050 23RD AVE N PLYMOUTH MN 55447 RESIDENTIAL 5,150$ 111 256980010 890 PLEASANT VIEW RD MICHELLE M BEDDOR 860 PLEASANT VIEW RD CHANHASSEN MN 55317 RESIDENTIAL 5,150$ 112 256980030 910 PLEASANT VIEW RD MICHELLE M BEDDOR 860 PLEASANT VIEW RD CHANHASSEN MN 55317 RESIDENTIAL 5,150$ 113 256980020 860 PLEASANT VIEW RD MICHELLE M BEDDOR 860 PLEASANT VIEW RD CHANHASSEN MN 55317 RESIDENTIAL 5,150$ 114 253040010 915 PLEASANT VIEW RD JOHN B GOODMAN REV TR 915 PLEASANT VIEW RD CHANHASSEN MN 55317 RESIDENTIAL 5,150$ 115 250024900 850 PLEASANT VIEW RD EDWARD JR & VICTORIA BEECROFT SZALAPSKI 850 PLEASANT VIEW RD CHANHASSEN MN 55317 RESIDENTIAL 5,150$ 116 256000010 825 PLEASANT VIEW RD WESTLIND JT REV TRUST 825 PLEASANT VIEW RD CHANHASSEN MN 55317 RESIDENTIAL 5,150$ 117 250024800 830 PLEASANT VIEW RD DAVID MICHAEL GULLICKSON 830 PLEASANT VIEW RD CHANHASSEN MN 55317 RESIDENTIAL 5,150$ 118 252700330 801 PLEASANT VIEW RD JEANNE L KRAKER REVOCABLE TRUST 801 PLEASANT VIEW RD CHANHASSEN MN 55317 RESIDENTIAL 5,150$ 119 257910020 800 PLEASANT VIEW RD JANICE M MASON TRUST AGREEMENT 800 PLEASANT VIEW RD CHANHASSEN MN 55317 RESIDENTIAL 5,150$ 120 257910010 790 PLEASANT VIEW RD PETER SCHULTZ 790 PLEASANT VIEW RD CHANHASSEN MN 55317 RESIDENTIAL 5,150$ 121 254210010 745 PLEASANT VIEW RD MARGARET B GOOD 745 PLEASANT VIEW RD CHANHASSEN MN 55317 RESIDENTIAL 5,150$ 122 254210020 735 PLEASANT VIEW RD THE JAN P GNIFFKE 2012 IRROV TRUST 735 PLEASANT VIEW RD CHANHASSEN MN 55317 RESIDENTIAL 5,150$ 123 258070260 UNADDRESSED CHANHASSEN CITY PO BOX 147 CHANHASSEN MN 55317 PUBLIC 5,150$ 124 257300010 680 PLEASANT VIEW RD TR OF GARY AND MARGARET SCHELITZCHE 680 PLEASANT VIEW RD CHANHASSEN MN 55317 RESIDENTIAL 5,150$ 125 257300020 670 PLEASANT VIEW RD 257300020 PO BOX 17370 SAINT PAUL MN 55117 RESIDENTIAL 5,150$ 126 257300030 660 PLEASANT VIEW RD BENJAMIN PAUL WILLIAMS 660 PLEASANT VIEW RD CHANHASSEN MN 55317 RESIDENTIAL 5,150$ 127 257300040 650 PLEASANT VIEW RD LAURIE J CURNOW LIV TRUST 650 PLEASANT VIEW RD CHANHASSEN MN 55317 RESIDENTIAL 5,150$ 128 256800011 665 PLEASANT VIEW RD WILLEM HARTONG 665 PLEASANT VIEW RD CHANHASSEN MN 55317 RESIDENTIAL 5,150$ 129 257300050 640 PLEASANT VIEW RD THE SCOTT AND JENNIFER ERICKSON LIV TR 640 PLEASANT VIEW RD CHANHASSEN MN 55317 RESIDENTIAL 5,150$ 130 257300060 630 PLEASANT VIEW RD SEAN & MELINDA FITZGERALD 630 PLEASANT VIEW RD CHANHASSEN MN 55317 RESIDENTIAL 5,150$ 131 257300070 620 PLEASANT VIEW RD ANTHONY EDWARD HINDERER 620 PLEASANT VIEW RD CHANHASSEN MN 55317 RESIDENTIAL 5,150$ 132 257300080 610 PLEASANT VIEW RD JENNIFER CHU 610 PLEASANT VIEW RD CHANHASSEN MN 55317 RESIDENTIAL 5,150$ 133 257300091 608 PLEASANT VIEW RD TIMOTHY A KOUPAL 608 PLEASANT VIEW RD CHANHASSEN MN 55317 RESIDENTIAL 5,150$ 134 256300121 600 PLEASANT VIEW RD KEVIN A GREIBER 600 PLEASANT VIEW RD CHANHASSEN MN 55317 RESIDENTIAL 5,150$ 135 256880010 570 PLEASANT VIEW RD BRIAN W WACKER 570 PLEASANT VIEW RD CHANHASSEN MN 55317 RESIDENTIAL 5,150$ 136 256880020 561 INDIAN HILL RD RICHARD MICHAEL OPAT 561 INDIAN HILL RD CHANHASSEN MN 55317 RESIDENTIAL 5,150$ 137 256300070 540 PLEASANT VIEW RD IAN RILEY 540 PLEASANT VIEW RD CHANHASSEN MN 55317 RESIDENTIAL 5,150$ 138 256300071 536 PLEASANT VIEW RD JOSEPH A ZASADZINSKI 536 PLEASANT VIEW RD CHANHASSEN MN 55317 RESIDENTIAL 5,150$ 139 256300130 520 PLEASANT VIEW RD DAVID WAGNER 1625 FIELD DR VICTORIA MN 55386 RESIDENTIAL 5,150$ 140 256300140 510 PLEASANT VIEW RD MARK GUY 510 PLEASANT VIEW RD CHANHASSEN MN 55317 RESIDENTIAL 5,150$ 141 256300390 500 PLEASANT VIEW RD CURTIS G & CHERI L ANDERSON 500 PLEASANT VIEW RD CHANHASSEN MN 55317 RESIDENTIAL 5,150$ 142 256300150 489 PLEASANT VIEW RD TR OF MARCUS A III AND JOANN SYVERSON 489 PLEASANT VIEW RD CHANHASSEN MN 55317 RESIDENTIAL 5,150$ 143 256300160 469 PLEASANT VIEW RD MATTSON LIVING TRUST 469 PLEASANT VIEW RD CHANHASSEN MN 55317 RESIDENTIAL 5,150$ 144 256300170 449 PLEASANT VIEW RD CHUNYI YANFANG CHEN LIN 449 PLEASANT VIEW RD CHANHASSEN MN 55317 RESIDENTIAL 5,150$ 145 256300020 420 PLEASANT VIEW RD HEIDI GROVEN 420 PLEASANT VIEW RD CHANHASSEN MN 55317 RESIDENTIAL 5,150$ 146 256300180 429 PLEASANT VIEW RD DAVID MOFFAT WHITMAN 429 PLEASANT VIEW RD CHANHASSEN MN 55317 RESIDENTIAL 5,150$ 147 258030020 6614 HORSESHOE CURV CATHERINE VILLANUEVA 6614 HORSESHOE CURV CHANHASSEN MN 55317 RESIDENTIAL 5,150$ 148 257660010 395 PLEASANT VIEW RD JAMES M VOGELSBERG 395 PLEASANT VIEW RD CHANHASSEN MN 55317 RESIDENTIAL 5,150$ 149 257660030 365 PLEASANT VIEW RD YANTA KALLEY T & TRUSTEE OF TRUST 365 PLEASANT VIEW RD CHANHASSEN MN 55317 RESIDENTIAL 5,150$ 150 250012600 370 PLEASANT VIEW RD JENNIFER J HOMMERDING 370 PLEASANT VIEW RD CHANHASSEN MN 55317 RESIDENTIAL 5,150$ 151 253700040 350 PLEASANT VIEW RD SHIRLEY M SHELDON TRUST AGREEMENT 350 PLEASANT VIEW RD CHANHASSEN MN 55317 RESIDENTIAL 5,150$ 152 250012700 335 PLEASANT VIEW RD JAKOB I BALLER 335 PLEASANT VIEW RD CHANHASSEN MN 55317 RESIDENTIAL 5,150$ 153 253700035 330 PLEASANT VIEW RD JOHN R TRETTEL 330 PLEASANT VIEW RD CHANHASSEN MN 55317 RESIDENTIAL 5,150$ 154 253700020 320 PLEASANT VIEW RD MARY C BABEL 320 PLEASANT VIEW RD CHANHASSEN MN 55317 RESIDENTIAL 5,150$ 155 253700010 310 PLEASANT VIEW RD DAWN MARIE PRYMAS 310 PLEASANT VIEW RD CHANHASSEN MN 55317 RESIDENTIAL 5,150$ 156 255580020 UNADDRESSED CHANHASSEN CITY PO BOX 147 CHANHASSEN MN 55317 PUBLIC 5,150$ 157 255570060 205 PLEASANT VIEW RD MICHAEL R & DORIS ANDERSON 205 PLEASANT VIEW RD CHANHASSEN MN 55317 RESIDENTIAL 5,150$ 158 250010800 195 PLEASANT VIEW RD MASSOUD MOHSENIAN 195 PLEASANT VIEW RD CHANHASSEN MN 55317 RESIDENTIAL 5,150$ 159 257710030 189 PLEASANT VIEW RD JIMMY SON 1142 ROSEMARY LN CHASKA MN 55318 RESIDENTIAL 5,150$ 160 257710010 185 PLEASANT VIEW RD MANDY RUTHS 185 PLEASANT VIEW RD CHANHASSEN MN 55317 RESIDENTIAL 5,150$ 161 250011300 65 PLEASANT VIEW RD JULIE M BODEN 65 PLEASANT VIEW RD CHANHASSEN MN 55317 RESIDENTIAL 5,150$ 162 250011400 55 PLEASANT VIEW RD GARY J & VICTORIA G ALEXANDER 55 PLEASANT VIEW RD CHANHASSEN MN 55317 RESIDENTIAL 5,150$ 163 254600010 35 PLEASANT VIEW RD MATTHEW & KELLEY MOSIMAN 35 PLEASANT VIEW RD CHANHASSEN MN 55317 RESIDENTIAL 5,150$ 164 254600020 25 PLEASANT VIEW RD CARRIE SLAGER 25 PLEASANT VIEW RD CHANHASSEN MN 55317 RESIDENTIAL 5,150$ $ 334,750 PLEASANT VIEW ROAD IMPROVEMENTS - ASSESSMENT ROLL TOTALS 287 APPENDICES APPENDIX A – OPINION OF PROBABLE COST 288 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 ASSUMPTIONS: PLEASANT VIEW ROAD TOTAL LENGTH = 9,600 LF 2021.501 MOBILIZATION LUMP SUM 1 171,200.00$171,200.00$1 171,200.00$ 2101.502 CLEARING EACH 10 2,000.00$20,000.00$10 20,000.00$ 2101.502 GRUBBING EACH 10 350.00$3,500.00$10 3,500.00$ 2104.503 SAWING BIT PAVEMENT (FULL DEPTH)LIN FT 800 2.00$1,600.00$800 1,600.00$ 3 2104.503 REMOVE SEWER PIPE (SANITARY)LIN FT 180 35.00$6,300.00$180 6,300.00$ 2104.503 REMOVE BITUMINOUS CURB LIN FT 19500 5.00$97,500.00$19500 97,500.00$ 1 2104.504 REMOVE CONCRETE DRIVEWAY PAVEMENT SQ YD 500 32.00$16,000.00$500 16,000.00$ 1 2104.504 REMOVE BITUMINOUS DRIVEWAY PAVEMENT SQ YD 1000 12.00$12,000.00$1000 12,000.00$ 2104.504 REMOVE BITUMINOUS PAVEMENT SQ YD 100 7.50$750.00$100 750.00$ 2104.518 REMOVE BITUMINOUS WALK SQ FT 7500 1.50$11,250.00$7500 11,250.00$ 2 2105.607 STABILIZING AGGREGATE CU YD 100 75.00$7,500.00$100 7,500.00$ 11 2106.507 EXCAVATION - COMMON CU YD 3500 25.00$87,500.00$3500 87,500.00$ 8. CONTINGENCY ALLOWANCE FOR ANY ADDED OR REMOVED SIGNAGE 2106.507 SELECT GRANULAR EMBANKMENT (CV)CU YD 500 40.00$20,000.00$500 20,000.00$ 9. CONTINGENCY FOR ANY GRADING CHANGES NECESARRY 9 2106.507 COMMON EMBANKMENT (CV)CU YD 100 40.00$4,000.00$100 4,000.00$ 2112.604 SUBGRADE PREPARATION SQ YD 50 10.00$500.00$50 500.00$ 11. PAYS FOR REMOVAL OF EXCESS 4" OF RECLAIMED MATERIAL 2123.610 STREET SWEEPER (WITH PICKUP BROOM)HOUR 50 220.00$11,000.00$50 11,000.00$ GENERAL NOTES: 10 2211.507 AGGREGATE BASE (CV) CLASS 5 CU YD 100 46.00$4,600.00$100 4,600.00$ 2215.504 FULL DEPTH RECLAMATION SQ YD 26750 7.00$187,250.00$26750 187,250.00$ 1 2360.509 TYPE SP 9.5 WEARING COURSE MIX (2;C)TON 260 120.00$31,200.00$260 31,200.00$ 2360.509 TYPE SP 9.5 WEARING COURSE MIX (3;B)TON 210 120.00$25,200.00$210 25,200.00$ 2360.509 TYPE SP 12.5 NON WEAR COURSE MIX (3;C)TON 3160 105.00$331,800.00$3160 331,800.00$ 2360.509 TYPE SP 12.5 WEARING COURSE MIX (4;C)TON 3160 120.00$379,200.00$3160 379,200.00$ 3 2503.503 8" PVC PIPE SEWER LIN FT 180 150.00$27,000.00$180 27,000.00$ 3 2503.601 SANITARY SEWER ADJUSTMENT CONTINGENCY LUMP SUM 1 10,000.00$10,000.00$1 10,000.00$ 4 2503.601 STORM SEWER ADJUSTMENT & REPLACEMENT CONTINGENCY LUMP SUM 1 50,000.00$50,000.00$1 50,000.00$ 2503.601 NORTH LOTUS LAKE STORM SEWER CONTINGENCY LUMP SUM 1 20,000.00$20,000.00$1 20,000.00$ 2503.601 EXISTING POND & BASIN CLEAN OUT CONTINGENCY LUMP SUM 1 30,000.00$30,000.00$1 30,000.00$ 2503.601 STORM WATER POND GRADING CONTINGENCY LUMP SUM 1 20,000.00$20,000.00$1 20,000.00$ 2503.602 CONNECT TO EXISTING SANITARY SEWER EACH 14 2,500.00$35,000.00$14 35,000.00$ 5 2504.601 WATERMAIN REPLACEMENT CONTINGENCY LUMP SUM 1 30,000.00$30,000.00$1 30,000.00$ 5 2504.601 WATERMAIN ADJUSTMENT CONTINGENCY LUMP SUM 1 10,000.00$10,000.00$1 10,000.00$ 2531.503 CONCRETE CURB & GUTTER DESIGN B618 LIN FT 1500 35.00$52,500.00$1500 52,500.00$ 1 2531.504 8" CONCRETE DRIVEWAY PAVEMENT SQ YD 500 151.00$75,500.00$500 75,500.00$ 2535.503 BITUMINOUS CURB LIN FT 16300 18.00$293,400.00$16300 293,400.00$ 2563.601 TRAFFIC CONTROL LUMP SUM 1 75,000.00$75,000.00$1 75,000.00$ 2563.602 VEHICLE SPEED FEEDBACK SIGN EACH 6 7,000.00$42,000.00$6 42,000.00$ 6 2573.601 EROSION CONTROL CONTINGENCY LUMP SUM 1 20,000.00$20,000.00$1 20,000.00$ 7 2575.601 TURF ESTABLISHMENT & IRRIGATION REPAIR CONTINGENCY LUMP SUM 1 30,000.00$30,000.00$1 30,000.00$ 2582.503 4" DBLE SOLID LINE PAINT LIN FT 9600 4.00$38,400.00$9600 38,400.00$ 2582.503 24" SOLID LINE MULTI COMP GR IN (WR)LIN FT 65 25.00$1,625.00$65 1,625.00$ 2582.503 4" SOLID LINE MULTI COMP GR IN (WR) CONT LIN FT 1300 3.00$3,900.00$1300 3,900.00$ 2582.518 CROSSWALK MULTI COMP GR IN (WR)SQ FT 80 20.00$1,600.00$80 1,600.00$ 8 2654.601 SIGNING CONTINGENCY LUMP SUM 1 15,000.00$15,000.00$1 15,000.00$ 1. INCLUDES ASSUMED REPLACEMENT AREA FOR EACH DRIVEWAY ALONG CORRIDOR 3. ASSUMES SANITARY SEWER REPLACEMENT LIMITED TO LENGTHS SHOWN ON GENERAL LAYOUT 7. CONTINGENCY ALLOWANCE FOR ANY TURF ESTABLISHMENT NECESSARY, INCLUDED REPAIRS FOR ANY DAMAGED IRRIGATION SYSTEMS 2. CONTINGENCY ALLOWANCE FOR ANY NECESSARY ROADWAY BASE REPLACEMENT - POTENTIAL SOIL CORRECTION AREAS. ASSUMES ADDITIONAL MATERIAL FROM RECLAIMING PROCESS WILL BE ABLE TO BE USED FOR BASE. 1. DESIGN ALTERNATIVE INCLUDING T-INTERSECTIONS MODIFICATIONS AT INDIAN HILL ROAD AND HORSESHOE LANE IS INCLUDED IN THIS OPCC 10. ASSUMES EXCESS RECLAIMED MATERIAL CAN BE USED TO SUPPLEMENT ROADWAY BASE AND SUBBASE TOTAL CONSTRUCTION COST $2,657,391 SUBTOTAL CONSTRUCTION COST CONSTRUCTION CONTINGENCY (15%) $2,310,775 $346,616 $2,052,475 $307,871 $140,000 $21,000 PLEASANT VIEW ROAD IMPROVEMENTS - OPINION OF PROBABLE CONSTRUCTION COST (OPCC)- PRELIMINARY DESIGN PER PRELIMINARY LAYOUT DATED - 2026/08/05 CITY OF CHANHASSEN ROADWAY STORM SEWER SANITARY SEWER PLEASANT VIEW ROAD IMPROVEMENTS WATERMAIN $46,000$2,360,346 $161,000 $90,045 4. CONTINGENCY ALLOWANCE FOR ANY STORM SEWER STRUCTURES OR PIPE REPLACEMENTS AND ADJUSTMENTS TO GRADE 5. CONTINGENCY ALLOWANCE FOR ANY WATERMAIN STRUCTURE, SERVICE OR PIPE REPLACEMENTS AND ADJUSTMENTS TO GRADE 6. CONTINGENCY ALLOWANCE FOR ANY EROSION CONTROL MEASURES NECESSARY $40,000 $6,000 $78,300 $11,745 289 NOTE ITEM NO.ITEM DESCRIPTION UNIT TOTAL ESTIMATED QUANTITY UNIT COST TOTAL COST ASSUMPTIONS: PLEASANT VIEW ROAD TOTAL LENGTH = 9,600 LF 2021.501 MOBILIZATION LUMP SUM 1 23,300.00$23,300.00$ 2101.502 CLEARING EACH 10 2,000.00$20,000.00$ 2101.502 GRUBBING EACH 10 350.00$3,500.00$ 2104.503 REMOVE GUARDRAIL-PLATE BEAM LIN FT 180 10.00$1,800.00$ 2104.504 REMOVE BITUMINOUS DRIVEWAY PAVEMENT SQ YD 250 12.00$3,000.00$ 2106.507 EXCAVATION - COMMON CU YD 200 25.00$5,000.00$ GENERAL NOTES:2106.507 COMMON EMBANKMENT (CV)CU YD 1400 40.00$56,000.00$ 2112.604 SUBGRADE PREPARATION SQ YD 250 10.00$2,500.00$ 1 2211.507 AGGREGATE BASE (CV) CLASS 5 CU YD 50 46.00$2,300.00$ 2360.509 TYPE SP 9.5 WEARING COURSE MIX (2;C)TON 65 120.00$7,800.00$ 2360.509 TYPE SP 9.5 WEARING COURSE MIX (3;B)TON 500 120.00$60,000.00$ 2411.618 PREFABRICATED MODULAR BLOCK WALL SQ FT 800 100.00$80,000.00$ 2540.601 MAIL BOX RELOCATIONS LUMP SUM 1 5,000.00$5,000.00$ 2554.603 PLATE BEAM GUARDRAIL LIN FT 200 95.00$19,000.00$ 2573.601 EROSION CONTROL CONTINGENCY LUMP SUM 1 15,000.00$15,000.00$ 2575.601 TURF ESTABLISHMENT & IRRIGATION REPAIR CONTINGENCY LUMP SUM 1 10,000.00$10,000.00$ 2. CONTINGENCY ALLOWANCE FOR ANY EROSION CONTROL MEASURES NECESSARY 3. CONTINGENCY ALLOWANCE FOR ANY TURF ESTABLISHMENT NECESSARY, INCLUDED REPAIRS FOR ANY DAMAGED IRRIGATION SYSTEMS 1. THIS OPCC ONLY CONTRAINS ADDITIONAL CONSTRUCTION COSTS ASSOCIATED WITH THE TRAIL EXTENSION DESIGN ALTERNATIVE FOR THE PLEASANT VIEW ROAD IMPROVEMENTS PROJECT 1. ASSUMES EXCESS RECLAIMED MATERIAL FROM ROADWAY CAN BE USED AS AGGREGATE BASE FOR TRAIL PLEASANT VIEW ROAD IMPROVEMENTS - TRAIL DESIGN ALTERNATIVE OPINION OF PROBABLE CONSTRUCTION COST (OPCC) PRELIMINARY DESIGN TOTAL CONSTRUCTION COST $361,330 SUBTOTAL CONSTRUCTION COST CONSTRUCTION CONTINGENCY (15%) $314,200 $47,130 290 APPENDIX B – GEOTECHNICAL REPORT 291 Geotechnical Evaluation Report Pleasantview Road Reconstruction Pleasantview Road from Powers Boulevard to Highway 101 Chanhassen, Minnesota Prepared for Kimely-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. Heidi C. Olson, PE Project Engineer License Number: 57243 May 29, 2026 Braun Intertec Corporation Project B2505426 292 May 29, 2026 Project B2505426 Michael Kirsch Kimely-Horn and Associates, Inc. 767 N Eustis Street, Suite 100 St. Paul, MN 55114 Re: Geotechnical Evaluation Pleasantview Road Reconstruction Pleasantview Road from Powers Boulevard to Highway 101 Chanhassen, Minnesota Dear Mr. Kirsch: We are pleased to present this geotechnical evaluation report for the preliminary design of the Pleasantview Road reconstruction project. Thank you for making Braun Intertec Corporation (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 Heidi Olson at 612.597.6244 (holson@braunintertec.com). Sincerely, Braun Intertec Corporation Heidi C. Olson, PE Project Engineer Matthew P. Ruble Vice President, Principal Engineer 293 Braun Intertec Page 1 Table of Contents 1.0 Introduction .............................................................................................................................. 1 1.1 Project Description ........................................................................................................... 1 1.2 Site Conditions and History .............................................................................................. 1 1.3 Purpose ........................................................................................................................... 2 1.4 Background Information and Reference Documents .......................................................... 2 1.5 Scope of Services ............................................................................................................. 2 2.0 Results ..................................................................................................................................... 3 2.1 Geologic Overview ........................................................................................................... 3 2.2 Boring Results .................................................................................................................. 3 2.3 Groundwater .................................................................................................................... 4 2.4 Laboratory Test Results .................................................................................................... 5 3.0 Recommendations .................................................................................................................... 6 3.1 Design and Construction Discussion ................................................................................. 6 3.1.1 Retaining Wall Support ............................................................................................... 6 3.1.2 Reuse of On-Site Soils ................................................................................................ 6 3.1.3 Trail and Roadway Subgrade Preparation ..................................................................... 6 3.1.4 Construction Disturbance .......................................................................................... 6 3.1.5 Precautions Regarding Changed Information ............................................................... 7 3.2 Site Grading and Subgrade Preparation.............................................................................. 7 3.2.1 Retaining Wall Subgrade Excavations .......................................................................... 7 3.2.2 Excavation Oversizing ................................................................................................. 7 3.2.3 Excavated Slopes ....................................................................................................... 8 3.2.4 Excavation Dewatering ............................................................................................... 9 3.2.5 Pavement Subgrade Preparation ................................................................................. 9 3.2.6 Pavement Subgrade Proofroll ...................................................................................... 9 3.2.7 Engineered Fill Materials and Compaction ................................................................... 9 3.3 Free Standing Retaining Walls ......................................................................................... 11 3.3.1 Drainage Control ...................................................................................................... 11 3.3.2 Wall Bearing Pressure ............................................................................................... 11 3.3.3 Wall Backfill ............................................................................................................. 12 3.3.4 Wall Lateral Earth Parameters ................................................................................... 12 3.4 Roadway and Trail Pavements ......................................................................................... 12 3.4.1 Discussion of Roadway Pavement Rehabilitation Options .......................................... 12 3.4.2 FDR Recommendations ............................................................................................ 13 3.4.3 Design Sections ....................................................................................................... 14 3.4.4 Bituminous Pavement Materials ................................................................................ 15 3.4.5 Subgrade Drainage ................................................................................................... 15 3.4.6 Performance and Maintenance ................................................................................. 15 3.5 Utilities .......................................................................................................................... 15 3.5.1 Subgrade Stabilization .............................................................................................. 15 294 Table of Contents (Continued) Braun Intertec Page 2 3.5.2 Corrosion Potential .................................................................................................. 16 3.6 Stormwater .................................................................................................................... 16 3.7 Equipment Support ........................................................................................................ 16 4.0 Procedures ............................................................................................................................. 17 4.1 Penetration Test Borings ................................................................................................. 17 4.2 Exploration Logs ............................................................................................................. 17 4.2.1 Log of Boring Sheets ................................................................................................. 17 4.2.2 Geologic Origins ....................................................................................................... 17 4.3 Material Classification and Testing .................................................................................. 18 4.3.1 Visual and Manual Classification .............................................................................. 18 4.3.2 Laboratory Testing .................................................................................................... 18 4.4 Groundwater Measurements .......................................................................................... 18 5.0 Qualifications ......................................................................................................................... 18 5.1 Variations in Subsurface Conditions ................................................................................ 18 5.1.1 Material Strata.......................................................................................................... 18 5.1.2 Groundwater Levels ................................................................................................. 18 5.2 Continuity of Professional Responsibility ......................................................................... 19 5.2.1 Plan Review ............................................................................................................. 19 5.2.2 Construction Observations and Testing ..................................................................... 19 5.3 Use of Report ................................................................................................................. 19 5.4 Standard of Care ............................................................................................................ 19 Appendix Soil Boring Location Sketch Log of Boring Sheets ST-1 to ST-8 Descriptive Terminology of Soil ESAL Calculator and MnPAVE Design Reports List of Tables Table 1-1. Project Aspects and Descriptions ............................................................................................... 1 Table 2-1. Subsurface Profile Summary* ..................................................................................................... 3 Table 2-2. Groundwater Summary .............................................................................................................. 4 Table 3-1. Engineered Fill Materials* ......................................................................................................... 10 Table 3-2. Compaction Recommendations Summary ................................................................................ 10 Table 3-3. Recommended Below-Grade Wall Design Parameters – Drained Conditions ............................... 12 Table 3-4. Recommended Bituminous Pavement Sections ........................................................................ 14 Table 3-5. Estimated Design Infiltration Rates Based on Soil Classification ................................................. 16 List of Figures Figure 3-1. Generalized Illustration of Oversizing ......................................................................................... 8 295 Braun Intertec Page 1 1.0 Introduction 1.1 Project Description This geotechnical evaluation report addresses the preliminary design and reconstruction of Pleasantview Road between Powers Boulevard and Highway 101 in Chanhassen, Minnesota. We understand the project will include rehabilitating or reconstructing the pavements, and possibly constructing new trails, retaining walls, stormwater ponds, and utility improvements associated with the project. Table 1-1 summarizes the provided and assumed project details used to prepare this report. Table 1-1. Project Aspects and Descriptions Aspect Detail Descriptions Pleasantview Road Traffic 2024 AADT of 970 to 1,870 (Provided) Pavement Type Bituminous (Provided) Pavement Loads 243,000 Equivalent Single-Axle Load (ESALs) for 20-year Design Life (Estimated) Grade Changes Minimal (Assumed) Trails Pavement Type Bituminous (Provided) Pavement Width 8 feet (Provided) Retaining Walls Number of Walls 3 (Provided) Wall Heights Wall # 1 – 10 feet (Provided) Wall #2 – 10 feet (Provided) Wall #3 – 8 to 12 feet (Provided) Stormwater Ponds Number of Stormwater Ponds Up to 2 (Provided) Utilities Depth of Utilities 10 to 20 feet (Assumed) 1.2 Site Conditions and History Currently, the site exists as a two-lane bituminous surfaced residential roadway with no shoulders. The roadway is winding with sharp curves and short sight-distances. Lotus Lake is directly south of the roadway, with a general water elevation of about 892 feet. In 2023 and 2024, Braun Intertec performed condition surveys on approximately two thirds of the City of Chanhassen’s pavement network, including streets, trails and parking lots, as part of their long-term pavement management plan. Although Braun Intertec did not inspect Pleasantview Road as part of these surveys, we were provided with the existing condition data for their entire network. Based on the conditions provided to us in 2023, the segments of Pleasantview Road had Overall Condition Index (OCI) scores ranging from 30 to 69, which correlates to fair to poor condition. 296 Kimley-Horn and Associates, Inc Pleasantview Road Reconstruction Project B2505426 November 7, 2025 Braun Intertec Page 2 1.3 Purpose The purpose of our geotechnical evaluation will be to characterize subsurface geologic conditions at selected exploration locations, evaluate their impact on the project, and provide geotechnical recommendations for the design and construction of the roadway and associated site improvements. This evaluation is considered preliminary to assist Kimley-Horn and Associates, Inc. (KHA) and the City of Chanhassen in determining the feasibility of the project. 1.4 Background Information and Reference Documents We reviewed the following information: ▪ Aerial Maps available from Google Earth® ▪ Minnesota Geological Survey ▪ Preliminary site layout, provided by KHA ▪ Preliminary retaining wall cross sections, provided by KHA ▪ Our discussions with KHA 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. 1.5 Scope of Services We performed our scope of services for the project in accordance with our Proposal QTB212409 to Mr. Kirsch, dated March 18, 2025, and authorized on June 13, 2025. 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 locations 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. ▪ Performing eight standard penetration test (SPT) borings, denoted as ST-1 to ST-8, to nominal depths of 12 1/2 to 25 feet below grade across the site. ▪ Performing laboratory testing on select samples to aid in soil classification and engineering analysis. 297 Kimley-Horn and Associates, Inc Pleasantview Road Reconstruction Project B2505426 November 7, 2025 Braun Intertec Page 3 ▪ 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 and retaining wall subgrade preparation and the design of retaining walls, 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. 2.0 Results 2.1 Geologic Overview We based the geologic origins used in this report on the soil types, in-situ and 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. 2.2 Boring Results Table 2-1 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. The Descriptive Terminology sheets in the Appendix include definitions of abbreviations used in the table below. Table 2-1. Subsurface Profile Summary* Strata Soil Type -ASTM Classification Range of Penetration Resistances Commentary and Details Pavement Section ▪ Overall thickness ranges from 12 to 22 inches. ▪ Bituminous thickness 4 1/2 to 13 inches. ▪ Apparent aggregate base is 4 to 12 inches. Buried Topsoil Fill CL ▪ Dark brown and brown. ▪ Encountered at ST-2 ▪ Thicknesses of 5 ½ feet. ▪ Moisture condition generally moist. 298 Kimley-Horn and Associates, Inc Pleasantview Road Reconstruction Project B2505426 November 7, 2025 Braun Intertec Page 4 Strata Soil Type -ASTM Classification Range of Penetration Resistances Commentary and Details Fill SM, CL ▪ Encountered at borings ST-1, ST-3, ST-4, ST-6, ST-7 and ST-8. ▪ General penetration resistance of 3 to 7 BPF for cohesive fill, and 13 BPF for cohesionless fill. ▪ Moisture condition generally moist. ▪ Thicknesses at boring locations varied from 2 to 8 feet. ▪ Existing fill contained variable amounts of debris, including bituminous at borings ST-6 and ST-7. Swamp deposits OL, CL 2 to 6 BPF ▪ Encountered at borings ST-7 and ST-8 to depths of 12 and 7 feet, respectively. ▪ Thickness of 3 to 4 feet at boring locations. ▪ Dark gray and black. Glacial Deposits SP-SM 14 to 37 BPF ▪ Encountered at each boring location. ▪ Variable amounts of gravel; may contain cobbles and boulders. ▪ Moisture condition generally moist. CL 4 to 50/2” BPF *Abbreviations are defined in the attached Descriptive Terminology sheets. 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, and it should not be assumed it is suitable for reuse. For simplicity in this report, we define existing fill to mean existing, uncontrolled or undocumented fill. 2.3 Groundwater Table 2-2 summarizes the depths where we observed groundwater; the attached Log of Boring sheets in the Appendix also include this information and additional details. Table 2-2. Groundwater Summary Locations Surface Elevation Measured or Estimated Depth to Groundwater (ft) Corresponding Groundwater Elevation (ft) ST-1 997 1/2 12 985 1/2 ST-2 927 1/2 12 1/2 915 ST-4 926 1/2 18 908 1/2 ST-7 922 9 913 299 Kimley-Horn and Associates, Inc Pleasantview Road Reconstruction Project B2505426 November 7, 2025 Braun Intertec Page 5 Locations Surface Elevation Measured or Estimated Depth to Groundwater (ft) Corresponding Groundwater Elevation (ft) ST-8 928 12 1/2 915 1/2 The water levels in the clayey soils could be perched conditions. It is likely that there are other pockets of perched water along this alignment that was not identified by the borings. It is hard to distinguish between perched water levels and static levels in clayey soils. It should be anticipated that water is located near the top of swamp deposit elevations unless the water has been drained by drain tile or nearby utilities. 2.4 Laboratory Test Results The boring logs show the results of the laboratory testing we performed, next to the tested sample depth. The moisture content of the clay fill varied from approximately 18 to 23 percent, indicating that the material was likely above its probable optimum moisture content. The moisture content of the glacial till varied from approximately 13 to 20 percent, indicating that the material was likely near or above its probable optimum moisture content. Our mechanical analyses indicated that the glacial till contained 58 percent silt and clay by weight, and the glacial outwash contained 5 percent silt and clay by weight. The liquid limit determined for the glacial till was 31; plastic limits was 17, and plasticity index was 14. These results indicate that the glacial till is lean clay. The organic content of the buried topsoil encountered in boring ST-2 was 3 percent organic material by weight. The organic content of the clay swamp deposit encountered in boring ST-7 was 2 percent organic material by weight. And the organic content of the swamp deposit encountered in boring ST-8 was 8 percent organic material by weight. We generally do not recommend reusing materials with organic contents exceeding 2 percent as fill below foundations or pavements. 300 Kimley-Horn and Associates, Inc Pleasantview Road Reconstruction Project B2505426 November 7, 2025 Braun Intertec Page 6 3.0 Recommendations 3.1 Design and Construction Discussion 3.1.1 Retaining Wall Support Based on the results of our geotechnical exploration for the preliminary design of the Pleasantview Road improvements, the proposed retaining walls can be supported on competent compacted and moisture conditioned in-place engineered structural fill soils or the competent glacial till and outwash soils encountered. 3.1.2 Reuse of On-Site Soils Based on the results of the soil borings, we anticipate that the on-site soils are generally suitable for reuse as engineered fill, provided they can be properly moisture conditioned and compacted as outlined in Section 3.2.5. The project team should expect that moisture conditioning of the excavated clay soils should be expected prior to reuse. Clean sand as needed for backfill may need to come from an import source, as the glacial sands encountered in our borings were about 20 feet below surface grades. Any materials to be used as engineered fill should be tested and approved by the engineer prior to placement. 3.1.3 Trail and Roadway Subgrade Preparation Based on the results of the borings, we anticipate that the soils near pavement subgrade elevations will primarily consist of clay soils and will be suitable for pavement support, after necessary rework, except for the buried topsoil encountered at boring ST-2. While the pavement at boring ST-2 appears to have been placed over slightly organic topsoil, we recommend against that unless it’s necessary to control costs. We recommend that pavement areas are prepared per Section 3.7.1 and that the pavement areas are proofrolled per Section 3.7.2 prior to the placement of the aggregate base. 3.1.4 Construction Disturbance The contractor should note that the on-site clay 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 the disturbances of these soils. If significant rainfall is anticipated during construction, the site should be graded to intercept surface water flow into the area and drain water from the area to an appropriate collection point. After grading, the soil surface should be compacted with a smooth drum roller to attempt to lower infiltration. After the rain, construction traffic should be limited until the surface has dried somewhat, to prevent traffic from mixing water that has accumulated at the surface into lower portions of the soil. 301 Kimley-Horn and Associates, Inc Pleasantview Road Reconstruction Project B2505426 November 7, 2025 Braun Intertec Page 7 3.1.5 Precautions Regarding Changed Information We have attempted to describe our understanding of the proposed construction to the extent it was reported to us by others. Depending on the extent of available information, assumptions may have been made based on our experience with similar projects. If we have not correctly recorded or interpreted the project details, we should be notified. New or changed information could require additional evaluation, analyses, and/or recommendations. 3.2 Site Grading and Subgrade Preparation 3.2.1 Retaining Wall Subgrade Excavations We recommend removing topsoil and existing fill below the proposed retaining walls and their oversize areas. We also recommend having a geotechnical engineer, or an engineering technician working under the direction of a geotechnical engineer, (geotechnical representative) evaluate the suitability of exposed subgrade soils to support the proposed structure. In order to provide a subgrade with relatively uniform support, we recommend the following steps: 1. Scarify the building-pad-excavation-bottom to a depth of at least 6 inches. 2. Moisture condition the exposed subgrade soils to within 0 to 4 percentage points above the soils’ optimum moisture content. 3. Compact the subgrade soils to a minimum of 95 percent of the material’s Standard Proctor maximum dry density (determined in accordance with ASTM D698). 3.2.2 Excavation Oversizing When removing unsuitable materials below retaining walls or pavements, we recommend the excavation extend outward and downward at a slope of 1H:1V (horizontal:vertical) or flatter. See Figure 3-1 for an illustration of excavation oversizing. 302 Kimley-Horn and Associates, Inc Pleasantview Road Reconstruction Project B2505426 November 7, 2025 Braun Intertec Page 8 Figure 3-1. Generalized Illustration of Oversizing 3.2.3 Excavated Slopes Based on the borings, we anticipate on-site soils in excavations will consist of native glacial clays or sands. These soils are typically considered Type B or C Soil under OSHA (Occupational Safety and Health Administration) guidelines. OSHA guidelines indicate unsupported excavations in Type B soils should have a gradient no steeper than 1H:1V, and in Type C soils should have a gradient no steeper than 1 1/2H: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 that excavation safety is the responsibility of the contractor. The project specifications should reference these OSHA requirements. 1. Engineered fill as defined in Section 3.2.7 2. Excavation oversizing minimum of 1 to 1 (horizontal to vertical) slope or flatter 3. Engineered fill as required to meet pavement support or landscaping requirements as defined in Section 3.2.7 4. Backslope to OSHA requirements 303 Kimley-Horn and Associates, Inc Pleasantview Road Reconstruction Project B2505426 November 7, 2025 Braun Intertec Page 9 3.2.4 Excavation Dewatering We recommend removing groundwater from the excavations. Project planning should include temporary sumps and pumps for excavations in low-permeability soils, such as clays. 3.2.5 Pavement Subgrade Preparation We recommend the following steps for pavement subgrade preparation in areas where the roadway may be reconstructed and for the potential new trail. 1. Strip unsuitable soils consisting of topsoil, organic soils, peat, vegetation, existing structures, and pavements from the area, within 3 feet of the surface of the proposed pavement grade. 2. Have a geotechnical representative observe the excavated subgrade to evaluate if additional subgrade improvements are necessary. 3. Slope subgrade soils to areas of sand or drain tile to allow the removal of accumulating water. 4. Scarify, moisture condition and surface compact the subgrade to at least 95 percent of Standard Proctor density. 5. Place pavement engineered fill to grade and compact in accordance with Section 3.2.7 to bottom of pavement section. 6. Proofroll the pavement or exterior slab subgrade as described in Section 3.2.6. 3.2.6 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, chemical stabilization, 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. 3.2.7 Engineered Fill Materials and Compaction Table 3-1 below contains our recommendations for engineered fill materials. 304 Kimley-Horn and Associates, Inc Pleasantview Road Reconstruction Project B2505426 November 7, 2025 Braun Intertec Page 10 Table 3-1. Engineered Fill Materials* Locations To Be Used Engineered Fill Classification Possible Soil Type Descriptions Gradation Additional Requirements Below foundations Structural fill 100% passing 2-inch sieve < 2% Organic Content (OC) Drainage layer (including behind walls) Free draining GP, GW, SP, SW 100% passing 1-inch sieve < 50% passing #40 sieve < 5% passing #200 sieve < 2% OC Behind below-grade walls, beyond drainage layer Retained fill * 100% passing 3-inch sieve < 20% passing #200 sieve < 2% OC Plasticity Index (PI) < 4% Pavements Pavement fill SP, SM, SC, CL 100% passing 3-inch sieve < 2% OC PI < 15% Below landscaped surfaces, where subsidence is not a concern Non-structural fill 100% passing 6-inch sieve < 10% OC * More select soils comprised of coarse sands with < 5% passing #200 sieve may be needed to accommodate work occurring in periods of wet or freezing weather. We recommend spreading engineered fill in loose lifts of approximately 6 inches thick. We recommend compacting engineered fill in accordance with the criteria presented below in Table 3-2. The project documents should specify relative compaction of engineered fill, based on the structure located above the engineered fill, and vertical proximity to that structure. Table 3-2. Compaction Recommendations Summary Reference Relative Compaction, percent (ASTM D698 – Standard Proctor) Moisture Content Variance from Optimum, percentage points < 12% Passing #200 Sieve (typically SP, SP-SM) > 12% Passing #200 Sieve (typically CL, SC, ML, SM) Below foundations and oversizing zones 98 ±3 -1 to +3 Within 3 feet of pavement subgrade 100 ±3 -1 to +3 More than 3 feet below pavement subgrade 95 ±3 ±3 Below landscaped surfaces 90 ±5 ±4 Adjacent to below grade wall 95* ±3 -1 to +3 *Increase compaction requirement to meet compaction required for structure supported by this engineered fill. 305 Kimley-Horn and Associates, Inc Pleasantview Road Reconstruction Project B2505426 November 7, 2025 Braun Intertec Page 11 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. 3.3 Free Standing Retaining Walls The following comments and recommendations may be used in free standing modular block or cast-in-place concrete retaining wall design and construction. However, final design responsibility will rest with the wall design engineer. Retaining wall designers should be informed of site features and utilities that would influence their design. Our scope of services did not include global stability analysis. If desired, we can provide global stability analysis of the proposed walls. Limited borings were performed at the proposed wall locations, thus if feasible it would be desirable to obtain additional soil boring information at wall locations to reduce the risk of changed or unknown soil conditions that could impact construction costs or wall performance. 3.3.1 Drainage Control Drainage behind the walls is critical. Unless a drainage composite is placed against the backs of the retaining walls, we recommend that fill placed within 2 horizontal feet of the walls consist of clean sand or free draining aggregate soils. If “clear” gravel only is used for drainage, a fabric separator may be needed to keep other materials from washing into the gravel. Water within this zone should be removed and routed away from the wall and its foundation zone. Wall fill not capped with pavement should be capped with a low-permeability soil to help limit the infiltration of surface drainage into the fill. Grades should also be sloped to divert water away from the walls. We recommend the wall designer be consulted if water is introduced to the area of the wall. 3.3.2 Wall Bearing Pressure We anticipate that foundations for the proposed retaining walls will bear on clayey engineered fill soils or native clay soils. For retaining wall design purposes, based on the cross sections of walls provided to us and the nearest borings to wall locations, we recommend foundations bearing on these materials be designed to exert a maximum soil bearing pressure of 2,500 pounds per square foot (psf). Any foundation subgrades should be reviewed by a geotechnical engineer. We anticipate that total settlement of the wall will not exceed 1-inch; however, we recommend additional settlement analysis be performed as part of final wall design. The bearing pressure mentioned above is an estimated bearing pressure based on available borings. Due to limited boring performed at wall locations, additional borings should be performed at wall locations if possible. We recommend an opportunity to evaluate final wall locations and cross sections to determine if this estimated bearing pressure is appropriate for all walls. 306 Kimley-Horn and Associates, Inc Pleasantview Road Reconstruction Project B2505426 November 7, 2025 Braun Intertec Page 12 3.3.3 Wall Backfill We recommend wall fill below the wall and/or within a reinforced zone behind the wall selected, placed, and compacted in accordance with Section 3.2.5. We recommend fill be placed on level surfaces. Therefore, any fill placed on or against sloping ground should begin from the bottom of the slope where a level surface can be established and properly ‘keyed’ into the slope. Keys should consist of a level bench excavated to a convenient width for the equipment used. This will provide a more stable fill condition and reduce the potential for slip surface to occur along the existing soil/new fill interface. We recommend a walk-behind compactor be used to compact the fill placed within about 5 feet of the new retaining walls. Further away than that, a self-propelled compactor can be used. 3.3.4 Wall Lateral Earth Parameters Table 3-3 below presents our recommended lateral coefficients for wall design of active, at-rest, and passive earth pressure conditions. The table also provides recommended wet unit weights and internal friction angles. Designs should also consider the slope of any engineered fill, and dead or live loads placed behind the walls within a horizontal distance that is equal to the height of the walls. Our recommended values assume the wall design provides drainage so water cannot accumulate behind the walls. The construction documents should clearly identify what soils the contractor should use for engineered fill of walls. Table 3-3. Recommended Below-Grade Wall Design Parameters – Drained Conditions Retained Soil Wet Unit Weight (pcf) Friction Angle (degrees) Active Lateral Coefficient (pcf) At-Rest Lateral Coefficient (pcf) Passive Lateral Coefficient (pcf) Clay Fill (CL) 125 28 0.36 0.53 2.77 Imported Sand (SP, SP-SM) 120 34 0.28 0.44 3.53 * Based on Rankine model for soils in a region behind the wall extending at least 2 horizontal feet beyond the bottom outer edges of the wall footings and then rising up and away from the wall at an angle no steeper than 60 degrees from horizontal. Sliding resistance between the bottom of the footing and the soil can also resist lateral pressures. We recommend assuming a sliding coefficient equal to 0.35 between the concrete and clay subgrade soil. The values presented in this section are un-factored. 3.4 Roadway and Trail Pavements 3.4.1 Discussion of Roadway Pavement Rehabilitation Options We understand the city is considering various options for improving the pavements along Pleasantview Road. Based on the proposed grade changes, we understand some areas will require full depth reconstruction. Where reconstruction is not necessary for earthwork reasons, the city is considering other pavement rehabilitation options, like mill-and-overlay and full-depth reclamation (FDR). 307 Kimley-Horn and Associates, Inc Pleasantview Road Reconstruction Project B2505426 November 7, 2025 Braun Intertec Page 13 Mill-and-overlay typically requires at least 1 inch of intact bituminous pavement to support the milling and paving operations. Depending on the condition of the material left in place after milling, some full-depth repairs may be warranted prior to the overlay. Since this repair approach leaves a portion of the existing bituminous in place, reflective cracking will occur, typically within the first year or two. Undersealing the milled surface, after any necessary full-depth repairs have been completed and prior to the overlay, will help delay reflective cracking, and therefore extend the performance life of the mill-and-overlay. Mill -and-overlay repairs generally have a performance life ranging between 10 to 15 years depending on the condition of the underlying material and repairs made prior to overlay. FDR is the process of pulverizing and blending the in-place bituminous and a portion of underlying aggregate base and placing the reclaim material back down as a new aggregate base layer. Reclamation equipment typically has a minimum reclaim depth of 6 inches, and the reclaim material is ideally more than 50 percent recycled asphalt pavement (RAP). A portion of the reclaim material may be removed to maintain grades and a new bituminous overlay is paved over the compacted reclaim layer. This repair approach extends through the full bituminous section and therefore mitigates the possibility of reflective cracking. FDR generally has a performance life of 20 to 25 years, assuming routine maintenance is performed. The City of Chanhassen’s standard design for full depth reconstruction includes 24 inches of select granular subbase, 12 inches of Class 5 aggregate base, and 4 inches of bituminous pavement. Based on this standard design, we expect the performance life of a full depth reconstruction is 25 years or greater, assuming routine maintenance is performed. Based on the existing pavement thickness which includes 4 ½ to 13 inches of bituminous over 4 to 12 inches of aggregate base, there is sufficient material to perform mill-and-overlay or FDR. However, based on the pavement OCI scores from 2023, which ranged fair to poor condition, we believe the pavement on Pleasantview Road is nearing the end of its performance life. As such, we do not believe a mill-and-overlay or any other partial-depth repair would be cost-effective. It is our opinion that Pleasantview Road is an ideal candidate for FDR, where reconstruction is not necessary for earthwork reasons. We provide recommendations below for FDR and pavement design sections for FDR, reconstruction, and the trail pavements. 3.4.2 FDR Recommendations If FDR is performed on Pleasantview Road, we recommend following MnDOT Specification 2215 for the reclaiming process. Based on the in-place bituminous thickness which averages about 7 ½ inches and aggregate base thickness which averages about 9 inches, we recommend reclaiming to a depth of approximately 12 inches. Note that boring ST-7 encountered 13 inches of bituminous pavement. Pre-milling may be necessary in this area to ensure the FDR process extends through the entire bituminous layer. Following reclamation, given the City’s standard bituminous section of 4 inches, we anticipate at least 4 inches of reclaim material will need to be removed. If desired, the excess reclaim material can be used as fill and aggregate base for potential reconstruction areas, trails, and utility trenches. 308 Kimley-Horn and Associates, Inc Pleasantview Road Reconstruction Project B2505426 November 7, 2025 Braun Intertec Page 14 If undisturbed, we anticipate that any remaining aggregate base and the underlying subgrade will provide sufficient structure to support construction traffic. Following compaction, we recommend the FDR material be test-rolled to check for the presence of localized weak areas. The test roll should be performed with a fully loaded tandem axle dump truck at walking speed. The test roll should be observed by a geotechnical engineer or qualified observer. Any detected weak areas should be corrected with a subcut and backfilled with excess reclaim material or other suitable material such as MnDOT Class 5 aggregate base or Select Granular. 3.4.3 Design Sections 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 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. We understand the City of Chanhassen has a standard design section for residential streets. We assume this standard design section will be used for areas requiring full depth reconstruction on Pleasantview Road. We used the MnPAVE program to verify the city’s standard design section and our proposed FDR design based on the estimated traffic loading of 243,000 ESALs, a 25-year design life, and a subgrade R-value of 12. The MnPAVE designs are included in the attachments. Table 3-4 provides our recommended pavement sections for Pleasantview Road and the proposed trails, based on the soils support and traffic loads. Table 3-4. Recommended Bituminous Pavement Sections Use Pleasantview Road Reconstruction Pleasantview Road FDR Trails Specification Minimum bituminous thickness (inches) 4 (2 lifts)* 4 (2 lifts)* 3 (2 lifts) SPWEA340C or SPWEB340C for Pleasantview Road (2360) SPWEA340B for Trails (2360) Minimum aggregate base thickness (inches) 12 8 8** Class 5 (3138) or Reclaim Material (2215) Minimum granular subbase 24 -- -- Select Granular Borrow (3149.2B) *We recommend lift thicknesses of 1 ½ inches and 2 ½ inches to accommodate future 2-inch mill-and-overlay projects. **We understand the City of Chanhassen’s standard design section for bituminous trails only requires 6 inches of aggregate base material. However, due to the clay subgrades and anticipated construction traffic, we recommend a minimum aggregate base thickness of 8 inches. 309 Kimley-Horn and Associates, Inc Pleasantview Road Reconstruction Project B2505426 November 7, 2025 Braun Intertec Page 15 3.4.4 Bituminous Pavement Materials All bituminous mixes should meet the requirements outlined in MnDOT Specification 2360. We recommend the bituminous be placed in lifts between 1 1/2 and 2 1/2 inches. For reclamation, we recommend that reclaimed materials meet MnDOT Specification 2215 for Reclamation. We recommend that the materials be compacted using the Penetration Index Method as per MnDOT Specification 2211. We recommend tack coat meeting MnDOT Specification 2357 be placed between the lifts and along vertical faces where paving will match adjacent pavement. 3.4.5 Subgrade Drainage We recommend installing perforated drainpipes throughout pavement areas at low points, around catch basins, and behind curb in landscaped areas. We also recommend installing drainpipes along pavement and exterior slab edges where exterior grades promote drainage toward those edge areas. The contractor should place drainpipes in small trenches, extended at least 8 inches below the granular subbase layer, or below the aggregate base material where no subbase is present. 3.4.6 Performance and Maintenance We based the above pavement designs on a 25-year performance life for bituminous. This is the amount of time before we anticipate the pavement will require reconstruction. This performance assumes routine maintenance, such as seal coating and crack sealing. The actual pavement life will vary depending on variations in weather, traffic conditions and maintenance. It is common to place the non-wear course of bituminous and then delay placement of wear course. For this situation, we recommend evaluating if the reduced pavement section will have sufficient structure to support construction traffic. Many conditions affect the overall performance of the 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. 3.5 Utilities 3.5.1 Subgrade Stabilization We anticipate the soils at typical invert elevations will be suitable for utility support. However, if construction encounters unfavorable conditions such as soft clay, organic soils or perched water at invert grades, the unsuitable soils may require some additional subcutting and replacement with sand or crushed rock to 310 Kimley-Horn and Associates, Inc Pleasantview Road Reconstruction Project B2505426 November 7, 2025 Braun Intertec Page 16 prepare a proper subgrade for pipe support. Project design and construction should not place utilities within the 1H:1V oversizing of foundations. 3.5.2 Corrosion Potential Based on our experience, the soils encountered in 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. 3.6 Stormwater We estimated infiltration rates for some of the soils we encountered in our soil borings, as listed in Table 3-5. 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 3-5. Estimated Design Infiltration Rates Based on Soil Classification Soil Type Infiltration Rate * (inches/hour) Sands with less than 12% fines, poorly graded or well graded sands 0.8 Clayey sands and clays 0.06 * From Minnesota Stormwater Manual . Rates may differ at individual sites. 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. 3.7 Equipment Support The recommendations included in the report may not be applicable to equipment used for the construction and maintenance of this project. We recommend evaluating subgrade conditions in areas of shoring, scaffolding, cranes, pumps, lifts, and other construction equipment prior to mobilization to determine if the exposed materials are suitable for equipment support or require some form of subgrade improvement. We 311 Kimley-Horn and Associates, Inc Pleasantview Road Reconstruction Project B2505426 November 7, 2025 Braun Intertec Page 17 also recommend project planning consider the effect that loads applied by such equipment may have on structures they bear on or surcharge – including pavements, buried utilities, below-grade walls, etc. We can assist you in this evaluation. 4.0 Procedures 4.1 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- or 5-foot intervals in general accordance with ASTM D1586. We collected thin-walled tube samples in general accordance with ASTM D1587 at selected depths. The boring logs show the actual sample intervals and corresponding depths. We also collected bulk samples of auger cuttings at selected locations for laboratory testing. We sealed penetration test boreholes meeting the Minnesota Department of Health (MDH) Environmental Borehole criteria with an MDH-approved grout. We will forward/forwarded a sealing record (or sealing records) for those boreholes to the MDH Well Management Section. A copy of the sealing record follows (or copies of the sealing records follow) the Log of Boring sheets in the Appendix. 4.2 Exploration Logs 4.2.1 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 in-situ 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. 4.2.2 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 (5) available common knowledge of the geologic processes and environments that have impacted the site and surrounding area in the past. 312 Kimley-Horn and Associates, Inc Pleasantview Road Reconstruction Project B2505426 November 7, 2025 Braun Intertec Page 18 4.3 Material Classification and Testing 4.3.1 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. 4.3.2 Laboratory Testing The exploration logs in the Appendix note most of the results of the laboratory tests performed on geologic material samples. The remaining laboratory test results follow the exploration logs. We performed the tests in general accordance with ASTM procedures. 4.4 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. 5.0 Qualifications 5.1 Variations in Subsurface Conditions 5.1.1 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. 5.1.2 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. 313 Kimley-Horn and Associates, Inc Pleasantview Road Reconstruction Project B2505426 November 7, 2025 Braun Intertec Page 19 5.2 Continuity of Professional Responsibility 5.2.1 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. 5.2.2 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. 5.3 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. 5.4 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. 314 Appendix Soil Boring Location Sketch Log of Boring Sheets ST-1 to ST-8 Descriptive Terminology of Soil ESAL Calculator and MnPAVE Design Reports 315 LOTUS LAKE CHRISTMAS LAKE PO W E R S B O U L E V A R D LAKE LUCY ROAD FOX P A T H PLEASANTVIEW ROAD O X B O W B E N D ST-1 ST-2 ST-3 N DENOTES APPROXIMATE LOCATION OF STANDARD PENETRATION TEST BORING 0 SCALE: 1"= 300' 300'150' F: \ 2 0 2 5 \ B 2 5 0 5 4 2 6 \ C A D \ B 2 5 0 5 4 2 6 . d w g , 1 , 1 0 / 3 1 / 2 0 2 5 9 : 2 7 : 5 9 A M braunintertec.com 952.995.2000 Minneapolis, MN 55438 11001 Hampshire Avenue S Project No: B2505426 Drawn By: Date Drawn: Checked By: Last Modified: 10/31/25 Drawing No: Project Information Drawing Information Sheet: of Fig: B2505426 JAG 7/14/25 HO Pleasantview Road Improvements Pleasantview Road and Powers Boulevard Chanhassen, Minnesota Soil Boring Location Sketch 1 2 316 LOTUS LAKE O X B O W B E N D PL E A S A N T V I E W R O A D OX B O W B E N D CH A N H A S S E N R O A D F O X HOL L OW D R I V E MOUNTAIN WAY ST-3 ST-4 ST-6 ST-7 ST-8 ST-5 N DENOTES APPROXIMATE LOCATION OF STANDARD PENETRATION TEST BORING 0 SCALE: 1"= 300' 300'150' F: \ 2 0 2 5 \ B 2 5 0 5 4 2 6 \ C A D \ B 2 5 0 5 4 2 6 . d w g , 2 , 1 0 / 3 1 / 2 0 2 5 9 : 2 8 : 0 2 A M braunintertec.com 952.995.2000 Minneapolis, MN 55438 11001 Hampshire Avenue S Project No: B2505426 Drawn By: Date Drawn: Checked By: Last Modified: 10/31/25 Drawing No: Project Information Drawing Information Sheet: of Fig: B2505426 JAG 7/14/25 HO Pleasantview Road Improvements Pleasantview Road and Powers Boulevard Chanhassen, Minnesota Soil Boring Location Sketch 2 2 317 Elev./ Depth ft 996.6 1.0 993.6 4.0 983.1 14.5 Wa t e r Le v e l Description of Materials (Soil-ASTM D2488 or 2487; Rock-USACE EM 1110-1-2908) PAVEMENT, 8 inches of bituminous over 4 inches of apparent aggregate base FILL: SANDY LEAN CLAY (CL), trace Gravel, brown, moist SANDY LEAN CLAY (CL), trace Gravel, Sand seams, brown and gray, moist to wet, stiff to very stiff (GLACIAL TILL) END OF BORING Boring immediately backfilled 5 10 15 20 25 30 Sa m p l e Blows (N-Value) Recovery 1-2-3 (5) 10" 3-3-6 (9) 16" 3-5-6 (11) 16" 6-10-11 (21) 18" 13-10-14 (24) 18" qₚ tsf MC % 13 Tests or Remarks Water observed at 12.0 feet while drilling. LOG OF BORING See Descriptive Terminology sheet for explanation of abbreviations Project Number B2505426 Geotechnical Evaluation Pleasantview Road Preliminary Geo. Evaluation Pleasantview Road and Powers Boulevard Chanhassen, Minnesota BORING:ST-1 LOCATION: Captured with submeter GPS. DATUM:NAD 1983 HARN Adj MN Carver (US Feet) NORTHING:190486 EASTING:557921 DRILLER:C. McClain LOGGED BY:H. Olson START DATE:07/21/25 END DATE:07/21/25 SURFACE ELEVATION:997.6 ft RIG:7514 METHOD:3 1/4" HSA SURFACING:Bituminous WEATHER:Cloudy B2505426 Braun Intertec Corporation Print Date:11/04/2025 ST-1 page 1 of 1 318 Elev./ Depth ft 926.2 1.5 920.7 7.0 902.7 25.0 Wa t e r Le v e l Description 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 LEAN CLAY with SAND (CL), brown and dark brown, moist (BURIED TOPSOIL) SANDY LEAN CLAY (CL), trace Gravel, Sand seams, gray and brown, moist to wet, medium to very stiff (GLACIAL TILL) Trace roots at 10 feet Gray below 15 feet END OF BORING Boring immediately grouted 5 10 15 20 25 30 Sa m p l e Blows (N-Value) Recovery 3-3-5 (8) 12" 2-2-2 (4) 10" 2-2-3 (5) 14" 3-3-5 (8) 14" 4-5-11 (16) 16" 2-3-5 (8) 16" 4-4-6 (10) 18" 2-4-6 (10) 18" qₚ tsf MC % 24 18 Tests or Remarks OC=3% Water observed at 12.5 feet while drilling. LOG OF BORING See Descriptive Terminology sheet for explanation of abbreviations Project Number B2505426 Geotechnical Evaluation Pleasantview Road Preliminary Geo. Evaluation Pleasantview Road and Powers Boulevard Chanhassen, Minnesota BORING:ST-2 LOCATION: Captured with submeter GPS. DATUM:NAD 1983 HARN Adj MN Carver (US Feet) NORTHING:190106 EASTING:559583 DRILLER:C. McClain LOGGED BY:H. Olson START DATE:07/21/25 END DATE:07/21/25 SURFACE ELEVATION:927.7 ft RIG:7514 METHOD:3 1/4" HSA SURFACING:Bituminous WEATHER:Cloudy B2505426 Braun Intertec Corporation Print Date:11/04/2025 ST-2 page 1 of 1 319 Elev./ Depth ft 925.2 1.2 917.4 9.0 901.4 25.0 Wa t e r Le v e l Description of Materials (Soil-ASTM D2488 or 2487; Rock-USACE EM 1110-1-2908) PAVEMENT, 4 1/2 inches of bituminous over 10 inches of apparent aggregate base FILL: SANDY LEAN CLAY (CL), trace Gravel, brown, moist SANDY LEAN CLAY (CL), trace Gravel, Sand seams, brown and gray, moist, stiff to very stiff (GLACIAL TILL) END OF BORING Boring immediately grouted 5 10 15 20 25 30 Sa m p l e Blows (N-Value) Recovery 1-3-2 (5) 8" 3-2-2 (4) 14" 2-1-2 (3) 10" 4-4-8 (12) 18" 4-7-10 (17) 16" 7-8-9 (17) 18" 4-6-10 (16) 18" 4-6-9 (15) 18" qₚ tsf MC % 20 Tests or Remarks P200=58% Water not observed while drilling. LOG OF BORING See Descriptive Terminology sheet for explanation of abbreviations Project Number B2505426 Geotechnical Evaluation Pleasantview Road Preliminary Geo. Evaluation Pleasantview Road and Powers Boulevard Chanhassen, Minnesota BORING:ST-3 LOCATION: Captured with submeter GPS. DATUM:NAD 1983 HARN Adj MN Carver (US Feet) NORTHING:189824 EASTING:559782 DRILLER:C. McClain LOGGED BY:H. Olson START DATE:07/21/25 END DATE:07/21/25 SURFACE ELEVATION:926.4 ft RIG:7514 METHOD:3 1/4" HSA SURFACING:Bituminous WEATHER:Cloudy B2505426 Braun Intertec Corporation Print Date:11/04/2025 ST-3 page 1 of 1 320 Elev./ Depth ft 925.2 1.2 922.4 4.0 908.4 18.0 901.4 25.0 Wa t e r Le v e l Description of Materials (Soil-ASTM D2488 or 2487; Rock-USACE EM 1110-1-2908) PAVEMENT, 5 inches of bituminous over 9 inches of apparent aggregate base FILL: SANDY LEAN CLAY (CL), trace Gravel, brown, moist SANDY LEAN CLAY (CL), trace Gravel, Sand seams, brown and gray, moist, stiff to very stiff (GLACIAL TILL) Trace roots at 10 feet POORLY GRADED SAND with SILT (SP-SM), fine to coarse-grained, trace Gravel, brown, wet, medium dense (GLACIAL OUTWASH) END OF BORING Boring immediately grouted 5 10 15 20 25 30 Sa m p l e Blows (N-Value) Recovery 1-3-4 (7) 10" 5-4-5 (9) 18" 5-6-7 (13) 18" 6-8-12 (20) 18" 6-7-11 (18) 18" 6-7-11 (18) 18" 6-8-6 (14) 18" 6-8-12 (20) 16" qₚ tsf MC % 23 19 17 14 Tests or Remarks LL=31, PL=17, PI=14 P200=5% Water observed at 20.0 feet while drilling. LOG OF BORING See Descriptive Terminology sheet for explanation of abbreviations Project Number B2505426 Geotechnical Evaluation Pleasantview Road Preliminary Geo. Evaluation Pleasantview Road and Powers Boulevard Chanhassen, Minnesota BORING:ST-4 LOCATION: Captured with submeter GPS. DATUM:NAD 1983 HARN Adj MN Carver (US Feet) NORTHING:189471 EASTING:560209 DRILLER:C. McClain LOGGED BY:H. Olson START DATE:07/21/25 END DATE:07/21/25 SURFACE ELEVATION:926.4 ft RIG:7514 METHOD:3 1/4" HSA SURFACING:Bituminous WEATHER:Cloudy B2505426 Braun Intertec Corporation Print Date:11/04/2025 ST-4 page 1 of 1 321 Elev./ Depth ft 952.1 1.2 933.3 20.0 928.8 24.5 Wa t e r Le v e l Description of Materials (Soil-ASTM D2488 or 2487; Rock-USACE EM 1110-1-2908) PAVEMENT, 4 1/2 inches of bituminous over 10 inches of apparent aggregate base SANDY LEAN CLAY (CL), trace Gravel, brown and gray, moist, medium to very stiff (GLACIAL TILL) POORLY GRADED SAND with SILT (SP-SM), fine to medium-grained, Gravel, brown, moist, medium dense to dense (GLACIAL OUTWASH) END OF BORING Boring immediately grouted 5 10 15 20 25 30 Sa m p l e Blows (N-Value) Recovery 4-5-5 (10) 14" 5-4-4 (8) 14" 6-6-11 (17) 14" 50/1.5" (REF) 2" 10-8-11 (19) 10" 7-6-6 (12) 14" 14-16-21 (37) 14" 14-17-15 (32) 14" qₚ tsf MC %Tests or Remarks Water not observed while drilling. LOG OF BORING See Descriptive Terminology sheet for explanation of abbreviations Project Number B2505426 Geotechnical Evaluation Pleasantview Road Preliminary Geo. Evaluation Pleasantview Road and Powers Boulevard Chanhassen, Minnesota BORING:ST-5 LOCATION: Captured with submeter GPS. DATUM:NAD 1983 HARN Adj MN Carver (US Feet) NORTHING:188976 EASTING:560940 DRILLER:J. Vloo LOGGED BY:H. Olson START DATE:09/12/25 END DATE:09/12/25 SURFACE ELEVATION:953.3 ft RIG:7519 METHOD:3 1/4" HSA SURFACING:Bituminous WEATHER: B2505426 Braun Intertec Corporation Print Date:11/04/2025 ST-5 page 1 of 1 322 Elev./ Depth ft 921.0 1.6 916.6 6.0 908.1 14.5 Wa t e r Le v e l Description of Materials (Soil-ASTM D2488 or 2487; Rock-USACE EM 1110-1-2908) PAVEMENT, 11 inches of bituminous over 8 inches of apparent aggregate base FILL: SANDY LEAN CLAY (CL), trace Gravel, trace bituminous, dark brown, moist SANDY LEAN CLAY (CL), trace Gravel, brown and gray, moist, medium to very stiff (GLACIAL TILL) END OF BORING Boring immediately backfilled 5 10 15 20 25 30 Sa m p l e Blows (N-Value) Recovery 2-3-4 (7) 5" 1-2-1 (3) 10" 0-1-4 (5) 12" 3-6-9 (15) 18" 6-8-11 (19) 18" qₚ tsf MC % 18 17 Tests or Remarks Water not observed while drilling. LOG OF BORING See Descriptive Terminology sheet for explanation of abbreviations Project Number B2505426 Geotechnical Evaluation Pleasantview Road Preliminary Geo. Evaluation Pleasantview Road and Powers Boulevard Chanhassen, Minnesota BORING:ST-6 LOCATION: Captured with submeter GPS. DATUM:NAD 1983 HARN Adj MN Carver (US Feet) NORTHING:189328 EASTING:561471 DRILLER:C. McClain LOGGED BY:H. Olson START DATE:07/22/25 END DATE:07/22/25 SURFACE ELEVATION:922.6 ft RIG:7514 METHOD:3 1/4" HSA SURFACING:Bituminous WEATHER:Cloudy B2505426 Braun Intertec Corporation Print Date:11/04/2025 ST-6 page 1 of 1 323 Elev./ Depth ft 920.0 1.8 913.8 8.0 909.8 12.0 907.3 14.5 Wa t e r Le v e l Description of Materials (Soil-ASTM D2488 or 2487; Rock-USACE EM 1110-1-2908) PAVEMENT, 13 inches of bituminous over 9 inches of apparent aggregate base FILL: SANDY LEAN CLAY (CL), trace Gravel, trace bituminous, dark brown, moist SANDY LEAN CLAY (CL), trace Gravel, gray and dark gray, moist (SWAMP DEPOSIT) SANDY LEAN CLAY (CL), trace Gravel, roots, brown and gray, moist, stiff (GLACIAL TILL) END OF BORING Boring immediately backfilled 5 10 15 20 25 30 Sa m p l e Blows (N-Value) Recovery 1-3-3 (6) 10" 1-1-2 (3) 14" 0-1-2 (3) 16" 1-1-1 (2) 10" 2-4-5 (9) 18" qₚ tsf MC % 23 23 Tests or Remarks OC=2% Water observed at 9.0 feet while drilling. LOG OF BORING See Descriptive Terminology sheet for explanation of abbreviations Project Number B2505426 Geotechnical Evaluation Pleasantview Road Preliminary Geo. Evaluation Pleasantview Road and Powers Boulevard Chanhassen, Minnesota BORING:ST-7 LOCATION: Captured with submeter GPS. DATUM:NAD 1983 HARN Adj MN Carver (US Feet) NORTHING:189767 EASTING:561785 DRILLER:C. McClain LOGGED BY:H. Olson START DATE:07/22/25 END DATE:07/22/25 SURFACE ELEVATION:921.8 ft RIG:7514 METHOD:3 1/4" HSA SURFACING:Bituminous WEATHER:Cloudy B2505426 Braun Intertec Corporation Print Date:11/04/2025 ST-7 page 1 of 1 324 Elev./ Depth ft 926.2 1.7 923.9 4.0 920.9 7.0 915.4 12.5 Wa t e r Le v e l Description of Materials (Soil-ASTM D2488 or 2487; Rock-USACE EM 1110-1-2908) PAVEMENT, 8 inches of bituminous over 12 inches of apparent aggregate base FILL: SILTY SAND (SM), fine to medium- grained, brown and dark brown, moist ORGANIC CLAY (OL), black, moist (SWAMP DEPOSIT) SANDY LEAN CLAY (CL), trace Gravel, trace roots, brown and gray, moist, medium (GLACIAL TILL) END OF BORING Boring immediately backfilled 5 10 15 20 25 30 Sa m p l e Blows (N-Value) Recovery 2-4-9 (13) 16" 2-2-4 (6) 16" 1-2-2 (4) 18" 2-2-4 (6) 18" 3-3-3 (6) 18" qₚ tsf MC % 31 18 Tests or Remarks OC=8% Water observed at 12.5 feet while drilling. LOG OF BORING See Descriptive Terminology sheet for explanation of abbreviations Project Number B2505426 Geotechnical Evaluation Pleasantview Road Preliminary Geo. Evaluation Pleasantview Road and Powers Boulevard Chanhassen, Minnesota BORING:ST-8 LOCATION: Captured with submeter GPS. DATUM:NAD 1983 HARN Adj MN Carver (US Feet) NORTHING:190461 EASTING:562670 DRILLER:C. McClain LOGGED BY:H. Olson START DATE:07/22/25 END DATE:07/22/25 SURFACE ELEVATION:927.9 ft RIG:7514 METHOD:3 1/4" HSA SURFACING:Bituminous WEATHER:Cloudy B2505426 Braun Intertec Corporation Print Date:11/04/2025 ST-8 page 1 of 1 325 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 Co a r s e - g r a i n e d S o i l s ( m o r e t h a n 5 0 % r e t a i n e d o n No . 2 0 0 s i e v e ) Fi n e - g r a i n e d S o i l s ( 5 0 % o r m o r e p a s s e s t h e No . 2 0 0 s i e v e ) 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 Particle Size 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 / (𝐷10 𝑥𝐷60) 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.................... 5 to 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 indicate the 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. Partial Penetration: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 326 Instructions: All yellow boxes require an input value. Dropdown choices are provided for Base Year (C18), Number of Lanes (C19), and Urban or Rural (C21). You must click on cells C18, C19, and C21 to access the dropdown choices. General Information Date Forecast Performed by Name of County or City Project Number Project Description Route Number Base Year (i.e. opening to traffic)2026 Number of Lanes (total both directions)2 = typical 2 lane Current AADT 1,870 Urban or Rural Urban Historical AADT (enter a minimum of two years)Year AADT Enter oldest traffic data here 2021 1,767 Enter second oldest traffic data here 2022 1,716 Enter third oldest traffic data here 2023 1,706 Enter fourth oldest traffic data here 2024 1,870 Base Year AADT 2026 1,870 20-Year AADT 2046 2,470 35-Year AADT 2061 2,920 Growth Rate Vehicle Class %Flexible Rigid 2AX-6TIRE SU 1.39%0.25 0.24 3AX+SU 0.06%0.58 0.85 3AX TST 0.10%0.39 0.37 4AX TST 0.19%0.51 0.53 5AX+TST 1.51%1.13 1.89 TR TR, BUSES 0.66%0.57 0.74 TWIN TRAILERS 0.00%2.40 2.33 Total 3.91%NA NA 20-Year Flexible Forecast (10 Ton) =243,000 20-Year Rigid Forecast (10 Ton) =361,000 35-Year Flexible Forecast (10 Ton) =459,000 35-Year Rigid Forecast (10 Ton) =683,000 http://www.dot.state.mn.us/materials/pvmtdesign/software.html Revised: 5/6/2020 State Aid 10 Ton ESAL Traffic Forecast Calculator 11/4/2025 Heidi Olson City of Chanhassen B2505426 This ESAL calculator is for use with default Heavy Commerical Traffic values; click "User Defined Traffic Values" sheet below if you wish to enter your own Heavy Commercial Traffic values. Note: This ESAL Calculator provides reasonable estimation of ESAL’s based on accurate AADT values. It is limited to an AADT value of 20,000. For roadways exceeding an AADT of 20,000, it is recommended to use the MnDOT ESAL Forecasting Tool found on MnDOT’s Pavement Design web page at: Vehicle Type ESAL Factors 1.60% Pleasantview Road Reconstruction MSAS 109 327 Created 2/6/2026 9:30 AM MnPAVE 7.102 Design Summary Hot-Mix Asphalt MnPAVE File: 25 Year Reliability:100.0% (85% recommended)5,000 cycles Project Information District:Metro County:Carver City: Project No.:B2505426 Route:Pleasantview Rd Ref. Post: Letting Date:2/6/2026 Construction Type: Designer:H. Olson Soils Engineer:Braun Intertec Climate Information Seasons:5 Location:44° 50.16' Latitude, 93° 48.14' Longitude Structural Information Layer Type Subtype Thickness, in. 1a Hot-Mix Asphalt C - PG58H-34, 5% Pb, Size A 1.50 1b C - PG58H-34, 5% Pb, Size B 2.50 2 Aggregate Base FDR 8.00 3 Engineered Soil CL R12 12.00 4 Undisturbed Soil Clay Loam Traffic Information Speed :35 mph Growth Rate:1.6%Design Flexible ESALs:243,000 Notes FDR Option Disclaimer: The Minnesota Department of Transportation makes no guarantee or warranty, either express or implied, with respect to the reuse of the data provided herewith, regardless of its format or means of its transmission. The user accepts the data "as is", and assumes all risks associated with its use. By accepting of this data, the user agrees not to transmit this data or provide access to it or any part of it to another party unless the user shall include with the data a copy of this disclaimer. The Minnesota Department of Transportation assumes no responsibility, actual or consequential, for damage that results from any user's reliance on this data. 328 Created 2/6/2026 9:49 AM MnPAVE 7.102 Design Summary Hot-Mix Asphalt MnPAVE File: 25 Year Reliability:100.0% (85% recommended)5,000 cycles Project Information District:Metro County:Carver City: Project No.:B2505426 Route:Pleasantview Rd Ref. Post: Letting Date:2/6/2026 Construction Type: Designer:H. Olson Soils Engineer:Braun Intertec Climate Information Seasons:5 Location:44° 50.16' Latitude, 93° 48.14' Longitude Structural Information Layer Type Subtype Thickness, in. 1a Hot-Mix Asphalt C - PG58H-34, 5% Pb, Size A 2.00 1b C - PG58H-34, 5% Pb, Size A 2.00 2 Aggregate Base Class 5 12.00 3 Aggregate Subase Select Granular 24.00 4 Engineered Soil CL R5 12.00 5 Undisturbed Soil Clay Loam Traffic Information Speed :35 mph Growth Rate:1.6%Design Flexible ESALs:243,000 Notes City Standard Full Depth Reconstruction Option Disclaimer: The Minnesota Department of Transportation makes no guarantee or warranty, either express or implied, with respect to the reuse of the data provided herewith, regardless of its format or means of its transmission. The user accepts the data "as is", and assumes all risks associated with its use. By accepting of this data, the user agrees not to transmit this data or provide access to it or any part of it to another party unless the user shall include with the data a copy of this disclaimer. The Minnesota Department of Transportation assumes no responsibility, actual or consequential, for damage that results from any user's reliance on this data. 329 APPENDIX C – TRAFFIC REPORT 330 Page 1 kimley-horn.com 767 Eustis Street, Suite 100, St. Paul MN 55416 651-645-4197 MEMORANDUM To: Charles Howley, P. E. City Engineer City of Chanhassen From: Tim Klockziem, P.E. Kimley-Horn and Associates Date: June 18, 2026 Subject: Pleasantview Road Reconstruction Preliminary Design Intersection Traffic Study Background Information Kimley-Horn was selected by the City of Chanhassen to provide preliminary design services for proposed improvements along Pleasantview Road in Chanhassen, Minnesota. The proposed improvements include reconstruction of the roadway, sidewalk/trail improvements, stormwater improvements, and utility improvements. This traffic analysis was performed to identify evaluate traffic operations and assess safety conditions at the key intersections along the corridor. The key intersections were identified as Pleasantview Road & Powers Boulevard (CSAH 17) and Pleasantview Road & Chanhassen Road (TH 101), which are the end points on the east and west end of the project and the only intersections along Pleasantview Road with the regional roadway network. This memorandum summarizes the traffic analysis which includes an evaluation of existing and forecasted traffic operations at each intersection and an assessment of recent crash history. Existing Conditions Pleasantview Road is a two-lane roadway that runs in the east-west direction and is approximately two miles long. The posted speed limit along Pleasantview Road is 25 miles per hour (mph). Pleasantview Road is classified as a Minor Collector. According to MnDOT’s Traffic Count Database System, the existing Annual Average Daily Traffic (AADT) along Pleasantview Road was 1,870 vehicles per day (vpd) near TH 101 and 970 vpd near CSAH 17 in 2024. CSAH 17 (Powers Boulevard) is a two-lane roadway that runs generally in the north-south direction. CSAH 17 is a County State Aid Highway (CSAH) and is classified as a Minor Arterial. There are dedicated turn lanes along CSAH 17 at the intersection with Pleasantview Road. According to MnDOT’s Traffic Count Database System, the existing AADT along CSAH 17 was approximately 7,900 vehicles vpd near Pleasantview Road in 2025. 331 Page 2 kimley-horn.com 767 Eustis Street, Suite 100, St. Paul MN 55416 651-645-4197 TH 101 (Chanhassen Road) is a two-lane roadway that runs generally in the north-south direction. There are dedicated turn lanes along TH 101 at the intersection with Pleasantview Road. According to MnDOT’s Traffic Count Database System, the existing AADT along TH 101 is approximately 9,500 vehicles vpd near Pleasantview Road in 2025. TRAFFIC DATA COLLECTION Turning movement counts were collected at both study intersections on Wednesday, October 29, 2025. Appendix A provides a summary of the weekday AM and PM peak hour turning movement volumes. Pleasantview Rd and CSAH 17 had an AM peak hour of 7:30-8:30 and a PM peak hour of 4:15-5:15. Pleasantview Rd and TH 101 had an AM peak hour of 7:30-8:30 and a PM peak hour of 4:30-5:30. The turning movement count data includes pedestrian counts, bike counts, and vehicle classifications. Existing peak hour traffic volumes for the intersections of Pleasantview Road & TH 101 and Pleasantview Road & CSAH 17 are summarized in Table 1. Table 1: Existing (2025) Peak Hour Turning Movement Counts Intersection Ap p r o a c h AM Peak Hour PM Peak Hour Left Thru Right Left Thru Right Pleasantview Rd & TH 101 EB 103 5 25 57 5 34 WB 9 0 4 13 4 4 NB 15 483 7 52 451 16 SB 9 279 39 8 619 105 Pleasantview Rd & CSAH 17 EB - - - - - - WB 36 - 26 60 - 23 NB - 414 42 - 511 34 SB 20 274 - 24 415 - EXISTING (2025) TRAFFIC OPERATIONS An intersection capacity analysis was performed at study intersections using the weekday AM and PM peak hour turning movement volumes. The capacity analysis was performed using Synchro/SimTraffic software to determine the current Level of Service (LOS) for the study intersections. All SimTraffic results are the average of five, one hour simulations. The LOS boundaries, as documented in the Highway Capacity Manual 7th Edition for signalized and unsignalized intersections, are provided in Table 2. The worst movement delay and LOS is reported as the overall intersection delay and LOS for side street stop control intersections. Generally, LOS D or better is considered acceptable for this type of facility and land use context. 332 Page 3 kimley-horn.com 767 Eustis Street, Suite 100, St. Paul MN 55416 651-645-4197 Table 2: Level of Service Boundaries Level of Service Average Control Delay (seconds/vehicle) Description A 0-10 (Unsignalized); 0-10 (Signalized) Minimal control delay: traffic operates at primarily free-flow conditions; unimpeded movement within traffic stream. B >10-15 (Unsignalized); >10-20 (Signalized) Minor control delay at signalized intersections; traffic operates at an unimpeded level with slightly restricted movement within traffic stream. C >15-25 (Unsignalized); >20-35 (Signalized) Moderate control delay; movement within traffic stream more restricted than at LOS B; formation of queues contributes to lower average travel speeds. D >25-35 (Unsignalized); >35-55 (Signalized) Considerable control delay that may be substantially increased by small increases in flow; average travel speeds continue to decrease. E >35-50 (Unsignalized); >55-80 (Signalized) High control delay; average travel speed no more than 33 percent of free flow speed. F >50 (Unsignalized); >80 (Signalized) Extremely high control delay: extensive queuing and high volumes create exceedingly restricted traffic flow. The Existing Conditions delay (seconds per vehicle) and LOS by movement and intersection at the study intersections summarized in Table 3. The Existing Conditions analysis showed that both study intersections operated at LOS B or better in the AM peak hour and LOS C or better in the PM peak hour. Existing vehicle queueing was analyzed and compared to storage length at the study intersections. All 95th percentile queues were contained within the available storage at both study intersections during the AM and PM peak hours. SimTraffic reports can be found in Appendix B. 333 Page 4 kimley-horn.com 767 Eustis Street, Suite 100, St. Paul MN 55416 651-645-4197 Table 3: Existing (2025) Conditions Peak Hour Delay and Level of Service Results Intersection Control Approach Operations by Movement AM Peak Hour PM Peak Hour Left Through Right Worst Movement Left Through Right Worst Movement Pleasantview Rd & CSAH 17 Side Street Stop EB - - - B (11.5) - - - C (22.4) WB B (11.5) - A (6.7) C (22.4) - B (13.2) NB - A (0.8) A (0.2) - A (0.8) A (0.3) SB A (2.8) A (0.4) - A (3.6) A (0.7) - Pleasantview Rd & TH 101 Side Street Stop EB B (12.8) B (14.5) A (3.7) B (14.5) C (18.8) C (22.1) A (6.6) C (22.1) WB A (9.5) - A (4.8) C (17.1) A (8.9) A (5.1) NB A (1.3) A (1.1) A (0.3) A (5.2) A (1.0) A (0.1) SB A (3.6) A (0.7) A (0.1) A (2.6) A (1.4) A (0.6) Note: Highlighted cells indicate LOS E (Orange) or LOS F (Red). Existing Crash Analysis Historical crash data was obtained for the most recent (5) year period (July 1, 2020-June 30, 2025) using MnDOT’s Crash Mapping Analysis Tool (MnCMAT2) at the study intersections. Intersection crash rates were calculated using MnDOT’s 2023 “Green Sheets”, intersection crash rates were calculated and compared against metro and statewide average values to develop a critical index. The critical index is a comparison of the intersection or road segment crashes, volume, and characteristics to similar locations statewide. A critical index greater than 1.0 indicates that there is a high probability that the conditions at the site are contributing to the higher crash rate. The crash severity by intersection and intersection crash rate critical index are summarized in Table 4. There was only one property damage only crash at each intersection and crash rates were well below statewide averages for similar intersections. This indicates that there is not an existing safety issue that is contributing to a higher crash rate. Crash rate calculation worksheets are included in Appendix C. Table 4: Intersection Crash Severity Summary (2020-2025) Location Total Crashes Crash Severity* Crash Rate (Crashes /MEV) Average Crash Rate (Crashes /MEV)** Critical Index K+A Crash Rate (Crashes /100 MEV) Average K+A Crash Rate (Crashes /100 MEV)** K+A Crash Critical Index PDO C B A K Pleasantview Rd & CSAH 17 1 1 0 0 0 0 0.065 0.145 0.15 0.00 0.414 0.00 Pleasantview Rd & TH 101 1 1 0 0 0 0 0.048 0.145 0.13 0.00 0.414 0.00 Total 2 2 0 0 0 0 *PDO = Property damage only, C = Possible Injury, B = Minor Injury, A = Serious Injury, K = Fatal **Source: MnDOT 202 Intersection Green Sheet, 5 Years of Crash Data, Urban/Thru-Stop A StreetLight analysis was conducted to identify cut-through traffic along Pleasantview Rd. It was found that cut-through traffic along Pleasantview Rd ranges from 25-45% of daily traffic. 334 Page 5 kimley-horn.com 767 Eustis Street, Suite 100, St. Paul MN 55416 651-645-4197 Traffic Forecasting In order to evaluate future traffic conditions, traffic growth was estimated using 2040 daily traffic forecasts from the City of Chanhassen 2040 Comprehensive Plan. The AADT along CSAH 17 near Pleasantview Road is estimated to reach approximately 11,500 vpd by the year 2040, compared to the 2016 AADT of 8,800 vpd. This equates to an annual growth rate of about 1.1 percent. On TH 101 near Pleasantview Road, the AADT is 9,500 vpd as of 2016 and is projected to grow to 11,300 vpd by 2040 which equates to an annual growth rate of approximately 0.75percent. For the purposes of this study, these growth rates were rounded to 1.0 percent and applied to existing through traffic on both roadways. While the 2040 Comprehensive plan did indicate some growth on Pleasantview Road, this is unlikely as Pleasantview Road primarily serves a fully built out single family home residential area does not serve a significant number of regional trips, likely due to the winding nature of the roadway. Additionally, historic AADT trends (since 2016) show a trend of decreasing traffic on Pleasantview Road. Thus, no growth was applied to Pleasantview Road traffic volumes. This assumption reflects the built-out nature of the area and ensures that traffic forecasts remain consistent with existing land use constraints. Table 5: Future Year (2047) Peak Hour Turning Movement Counts Intersection Ap p r o a c h AM Peak Hour PM Peak Hour Left Thru Right Left Thru Right Pleasantview Rd & TH 101 EB 103 5 25 57 5 34 WB 9 0 4 13 4 4 NB 15 599 7 52 559 16 SB 9 346 39 8 768 105 Pleasantview Rd & CSAH 17 EB - - - - - - WB 36 - 26 60 - 23 NB - 513 42 - 634 34 SB 20 340 - 24 515 - Future Year (2047) Conditions An intersection capacity analysis was conducted using 2047 forecasted traffic volumes, existing roadway geometry and intersection control. The results, summarized in Table 6, show that at all movements at both intersections in the AM peak hour are expected to operate at LOS C or better. In the PM peak hour, all movements at both intersections are expected to operate at LOS D or better except for the eastbound through movement. The eastbound through movement is expected to operate at LOS E during the PM peak hour. However, less than five vehicles are expected to make this movement in the PM peak hour and this movement is only 0.3 seconds above the threshold for LOS D. Thus, this movement was not identified as an operational concern. Future Year (2047) No-Build vehicle queueing was also evaluated and compared against available storage lengths at the study intersections. The analysis found that all 95th percentile queues are contained within their respective storage bays, indicating that queuing will not exceed available capacity. 335 Page 6 kimley-horn.com 767 Eustis Street, Suite 100, St. Paul MN 55416 651-645-4197 Table 6: Future (2047) Conditions Peak Hour Delay and LOS Results Intersection Control Approach Operations by Movement AM Peak Hour PM Peak Hour Left Through Right Overall Left Through Right Overall Pleasantview & CSAH 17 Side Street Stop EB - - - B (14.3) - - - D (30.4) WB B (14.3) - A (7.9) D (30.4) - C (19.5) NB - A (0.9) A (0.2) - A (0.9) A (0.3) SB A (3.6) A (0.6) - A (4.4) A (0.8) - Pleasantview & TH 101 Side Street Stop EB C (16.8) C (17.0) A (4.0) C (17.0) D (33.0) E (35.3) A (8.3) E (35.3) WB B (12.7) - A (6.6) C (23.1) C (15.4) A (6.3) NB A (2.1) A (1.3) A (0.2) A (7.1) A (1.2) A (0.2) SB A (2.6) A (0.8) A (0.2) A (4.4) A (1.7) A (0.7) Note: Highlighted cells indicate LOS E (Orange) and LOS F (Red). Conclusions A traffic analysis was completed to understand the conditions of the study network and assess safety at the intersections of Pleasantview Road & CSAH 17 and Pleasantview Road & TH 101. The traffic analysis of Pleasantview Road at CSAH 17 and TH 101 shows that under Existing (2025) Conditions, intersection operations are acceptable, with side street through movements functioning within manageable levels of service. Looking ahead to the Future Year (2047) Conditions, side street delay is projected to increase but generally remain within acceptable LOS thresholds. A review of historic crash patterns at Pleasantview Road & CSAH 17 and Pleasantview Road & TH 101 revealed no significant safety concerns. There have been no intersection related crashes that resulted in an injury at either study intersection and intersection crash rates are well below statewide averages for similar intersections. Based on these findings, no changes to intersection geometry or traffic control are recommended at either intersection. 336 kimley-horn.com 767 Eustis Street, Suite 100, St. Paul MN 55416 651-645-4197 List of Appendices Appendix A – Turning Movement Count Data Appendix B – SimTraffic Reports Appendix C – Crash Rate Worksheet 337 kimley-horn.com 767 Eustis Street, Suite 100, St. Paul MN 55416 651-645-4197 Appendix A – Turning Movement Count Data 338 Pleasantview Rd & Chanhassen Rd - TMCPleasantview Rd & Chanhassen Rd - TMC Wed Oct 29, 2025 Full Length (12 AM-12 AM (+1)) All Classes (Lights, Articulated Trucks and Single-Unit Trucks, Buses, Pedestrians, Bicycles on Road, Bicycles on Crosswalk) All Movements ID: 1351340, Location: 44.887537, -93.520733 Provided by: Kimley-Horn and Associates, Inc. 767 Eustis Street, Suite 100, Saint Paul, MN, 55114, US Leg Pleasantview Rd Pleasantview Rd Chanhassen Rd Chanhassen Rd Direction Eastbound Westbound Northbound Southbound Time L T R U AppApp Ped*L T R U AppApp Ped*L T R U AppApp Ped*L T R U AppApp Ped*IntInt 2025-10-29 12:00AM 1 0 0 0 11 0 0 0 0 0 00 0 1 2 1 0 44 0 0 1 1 0 22 0 77 12:15AM 0 0 0 0 00 0 0 0 0 0 00 0 0 5 1 0 66 0 0 3 0 0 33 0 99 12:30AM 0 0 0 0 00 0 0 0 0 0 00 0 1 0 0 0 11 0 0 5 0 0 55 0 66 12:45AM 0 0 0 0 00 0 0 0 0 0 00 0 0 1 0 0 11 0 0 1 1 0 22 0 33 Hourly Total 1 0 0 0 11 0 0 0 0 0 00 0 2 8 2 0 1212 0 0 10 2 0 1212 0 2525 1:00AM 0 0 0 0 00 0 0 0 0 0 00 0 0 1 0 0 11 0 0 1 0 0 11 0 22 1:15AM 0 0 0 0 00 0 0 0 0 0 00 0 0 3 0 0 33 0 0 2 0 0 22 0 55 1:30AM 0 0 0 0 00 0 0 0 0 0 00 0 0 2 0 0 22 0 0 1 0 0 11 0 33 1:45AM 0 0 0 0 00 0 0 0 0 0 00 0 0 1 0 0 11 0 0 1 0 0 11 0 22 Hourly Total 0 0 0 0 00 0 0 0 0 0 00 0 0 7 0 0 77 0 0 5 0 0 55 0 1212 2:00AM 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 00 2:15AM 0 0 0 0 00 0 0 0 0 0 00 0 0 1 0 0 11 0 0 0 0 0 00 0 11 2:30AM 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 1 0 0 11 0 11 2:45AM 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 1 0 0 11 0 11 Hourly Total 0 0 0 0 00 0 0 0 0 0 00 0 0 1 0 0 11 0 0 2 0 0 22 0 33 3:00AM 0 0 0 0 00 0 0 0 0 0 00 0 0 2 0 0 22 0 0 2 0 0 22 0 44 3:15AM 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 00 3:30AM 0 0 0 0 00 0 0 0 0 0 00 0 0 2 0 0 22 0 0 2 0 0 22 0 44 3:45AM 0 0 0 0 00 0 0 1 0 0 11 0 0 1 0 0 11 0 0 3 0 0 33 0 55 Hourly Total 0 0 0 0 00 0 0 1 0 0 11 0 0 5 0 0 55 0 0 7 0 0 77 0 1313 4:00AM 1 0 0 0 11 0 0 0 0 0 00 0 0 1 0 0 11 0 0 1 0 0 11 0 33 4:15AM 0 0 0 0 00 0 0 0 0 0 00 0 0 4 0 0 44 0 0 2 0 0 22 0 66 4:30AM 0 0 0 0 00 0 0 0 0 0 00 0 0 2 0 0 22 0 0 2 0 0 22 0 44 4:45AM 1 0 1 0 22 0 0 0 0 0 00 0 0 3 0 0 33 0 0 4 0 0 44 0 99 Hourly Total 2 0 1 0 33 0 0 0 0 0 00 0 0 10 0 0 1010 0 0 9 0 0 99 0 2222 5:00AM 0 0 1 0 11 0 0 0 0 0 00 0 0 5 0 0 55 0 0 4 1 0 55 0 1111 5:15AM 2 1 0 0 33 0 0 0 0 0 00 0 1 6 0 0 77 0 0 6 0 0 66 0 1616 5:30AM 6 0 3 0 99 0 1 0 1 0 22 0 0 9 0 0 99 0 0 13 1 0 1414 0 3434 5:45AM 4 0 1 0 55 0 1 0 0 0 11 0 1 20 1 0 2222 0 0 4 0 0 44 0 3232 Hourly Total 12 1 5 0 1818 0 2 0 1 0 33 0 2 40 1 0 4343 0 0 27 2 0 2929 0 9393 6:00AM 7 0 1 0 88 1 1 0 0 0 11 0 0 19 0 0 1919 1 0 15 0 0 1515 0 4343 6:15AM 2 1 0 0 33 0 1 0 0 0 11 0 0 34 0 0 3434 0 0 14 1 0 1515 0 5353 6:30AM 10 2 4 0 1616 0 0 0 1 0 11 0 2 31 0 0 3333 1 0 30 2 0 3232 0 8282 6:45AM 16 1 2 0 1919 1 2 0 0 0 22 0 2 67 1 0 7070 1 0 32 2 0 3434 0 125125 Hourly Total 35 4 7 0 4646 2 4 0 1 0 55 0 4 151 1 0 156156 3 0 91 5 0 9696 0 303303 7:00AM 13 0 6 0 1919 2 2 0 1 0 33 0 1 73 0 0 7474 1 0 39 5 0 4444 0 140140 7:15AM 22 2 5 0 2929 1 2 0 2 0 44 0 6 117 2 0 125125 0 1 60 8 0 6969 0 227227 7:30AM 29 0 4 0 3333 0 2 0 1 0 33 0 5 149 1 0 155155 1 4 61 8 0 7373 0 264264 7:45AM 25 3 10 0 3838 0 2 0 2 0 44 0 2 119 3 0 124124 0 0 84 7 0 9191 0 257257 Hourly Total 89 5 25 0 119119 3 8 0 6 0 1414 0 14 458 6 0 478478 2 5 244 28 0 277277 0 888888 8:00AM 23 2 5 0 3030 1 2 0 1 0 33 0 7 90 1 0 9898 0 3 62 14 0 7979 0 210210 8:15AM 26 0 6 0 3232 1 3 0 0 0 33 0 1 125 2 0 128128 0 2 72 10 0 8484 0 247247 8:30AM 20 1 11 0 3232 0 2 1 0 0 33 0 9 97 3 0 109109 1 1 82 19 0 102102 0 246246 8:45AM 15 2 9 0 2626 0 4 0 0 0 44 0 4 75 3 0 8282 1 4 85 12 0 101101 0 213213 Hourly Total 84 5 31 0 120120 2 11 1 1 0 1313 0 21 387 9 0 417417 2 10 301 55 0 366366 0 916916 9:00AM 11 0 8 0 1919 1 4 0 0 0 44 0 5 52 0 0 5757 1 0 65 6 0 7171 0 151151 9:15AM 10 0 8 0 1818 1 2 1 0 0 33 0 6 66 2 0 7474 0 1 74 9 0 8484 0 179179 9:30AM 8 0 6 0 1414 0 1 0 1 0 22 0 4 46 0 0 5050 0 1 72 6 0 7979 0 145145 9:45AM 8 0 9 0 1717 0 0 0 1 0 11 0 7 67 1 0 7575 0 1 61 9 0 7171 0 164164 Hourly Total 37 0 31 0 6868 2 7 1 2 0 1010 0 22 231 3 0 256256 1 3 272 30 0 305305 0 639639 10:00AM 11 1 12 0 2424 0 2 0 0 0 22 0 9 30 4 1 4444 0 2 62 9 0 7373 0 143143 10:15AM 7 1 14 0 2222 0 0 1 2 0 33 0 2 59 0 0 6161 1 2 65 10 0 7777 0 163163 10:30AM 11 0 3 0 1414 0 3 0 1 0 44 0 15 57 1 0 7373 0 0 48 11 0 5959 0 150150 10:45AM 9 0 10 0 1919 0 2 1 0 0 33 0 5 55 1 0 6161 0 0 67 13 0 8080 0 163163 Hourly Total 38 2 39 0 7979 0 7 2 3 0 1212 0 31 201 6 1 239239 1 4 242 43 0 289289 0 619619 11:00AM 12 1 6 0 1919 1 2 0 1 0 33 0 8 49 3 1 6161 0 0 63 8 0 7171 0 154154 11:15AM 13 0 6 0 1919 1 0 0 1 0 11 0 9 71 3 0 8383 0 2 81 4 0 8787 0 190190 11:30AM 7 2 3 0 1212 0 3 0 1 0 44 0 6 69 1 0 7676 0 0 80 9 0 8989 0 181181 11:45AM 6 0 11 0 1717 0 1 0 0 0 11 0 6 70 4 0 8080 0 0 77 5 0 8282 0 180180 1 of 10339 Hourly Total 38 3 26 0 6767 2 6 0 3 0 99 0 29 259 11 1 300300 0 2 301 26 0 329329 0 705705 12:00PM 9 2 4 0 1515 0 1 0 0 0 11 0 5 75 1 0 8181 0 1 69 12 0 8282 0 179179 12:15PM 19 1 10 0 3030 1 2 0 0 0 22 0 5 45 2 0 5252 0 0 70 19 0 8989 0 173173 12:30PM 15 0 8 0 2323 3 2 2 2 0 66 0 8 65 3 0 7676 1 1 73 6 0 8080 0 185185 12:45PM 12 1 8 0 2121 1 1 0 0 0 11 0 11 81 4 0 9696 0 0 88 15 0 103103 2 221221 Hourly Total 55 4 30 0 8989 5 6 2 2 0 1010 0 29 266 10 0 305305 1 2 300 52 0 354354 2 758758 1:00PM 5 0 6 0 1111 0 1 2 3 0 66 0 3 47 7 0 5757 0 0 78 9 0 8787 0 161161 1:15PM 9 0 8 0 1717 2 3 1 0 0 44 0 15 55 3 0 7373 0 1 65 19 0 8585 0 179179 1:30PM 13 0 8 0 2121 1 2 1 1 0 44 0 6 59 1 0 6666 0 2 80 23 0 105105 0 196196 1:45PM 10 0 5 0 1515 0 2 0 2 0 44 0 6 88 3 0 9797 0 0 63 13 0 7676 0 192192 Hourly Total 37 0 27 0 6464 3 8 4 6 0 1818 0 30 249 14 0 293293 0 3 286 64 0 353353 0 728728 2:00PM 10 1 6 0 1717 0 2 1 1 0 44 0 9 61 1 0 7171 0 2 59 5 0 6666 0 158158 2:15PM 10 2 9 0 2121 0 2 1 0 0 33 0 10 88 3 0 101101 2 1 95 14 0 110110 0 235235 2:30PM 11 0 11 0 2222 0 2 0 0 0 22 0 12 75 4 0 9191 0 0 85 13 0 9898 0 213213 2:45PM 6 1 7 0 1414 0 4 2 0 0 66 0 6 78 4 0 8888 0 5 127 15 0 147147 0 255255 Hourly Total 37 4 33 0 7474 0 10 4 1 0 1515 0 37 302 12 0 351351 2 8 366 47 0 421421 0 861861 3:00PM 11 0 9 0 2020 1 2 1 1 0 44 0 17 81 4 0 102102 0 3 127 20 0 150150 0 276276 3:15PM 13 2 9 0 2424 1 1 1 0 0 22 0 8 98 4 0 110110 1 1 117 15 0 133133 0 269269 3:30PM 7 2 10 0 1919 0 2 1 0 0 33 0 7 71 4 0 8282 0 1 132 20 0 153153 0 257257 3:45PM 9 1 12 0 2222 3 2 1 1 0 44 0 8 105 2 0 115115 2 3 133 16 0 152152 0 293293 Hourly Total 40 5 40 0 8585 5 7 4 2 0 1313 0 40 355 14 0 409409 3 8 509 71 0 588588 0 10951095 4:00PM 10 3 9 0 2222 1 4 0 0 0 44 0 10 88 1 0 9999 0 2 132 18 0 152152 0 277277 4:15PM 8 0 14 0 2222 2 5 0 0 0 55 0 5 111 4 0 120120 2 2 138 20 0 160160 0 307307 4:30PM 9 3 5 0 1717 5 3 1 0 0 44 0 15 107 2 0 124124 0 0 155 30 0 185185 0 330330 4:45PM 10 2 13 0 2525 1 3 0 3 0 66 0 9 137 6 0 152152 0 6 147 25 0 178178 0 361361 Hourly Total 37 8 41 0 8686 9 15 1 3 0 1919 0 39 443 13 0 495495 2 10 572 93 0 675675 0 12751275 5:00PM 20 0 8 0 2828 0 6 1 1 0 88 0 17 86 5 0 108108 0 1 176 26 0 203203 0 347347 5:15PM 18 0 8 0 2626 1 1 2 0 0 33 0 11 121 3 0 135135 1 1 141 24 0 166166 0 330330 5:30PM 9 2 11 0 2222 3 1 2 1 0 44 0 9 91 5 0 105105 1 3 124 25 0 152152 0 283283 5:45PM 18 2 16 0 3636 1 3 1 1 0 55 0 5 79 4 0 8888 1 1 122 24 0 147147 0 276276 Hourly Total 65 4 43 0 112112 5 11 6 3 0 2020 0 42 377 17 0 436436 3 6 563 99 0 668668 0 12361236 6:00PM 2 1 11 0 1414 2 3 2 0 0 55 0 12 70 1 0 8383 1 1 133 18 0 152152 1 254254 6:15PM 11 0 12 0 2323 3 3 0 0 0 33 0 10 77 4 0 9191 0 3 99 18 0 120120 0 237237 6:30PM 4 1 6 0 1111 2 2 1 1 0 44 0 11 79 2 0 9292 0 2 95 10 0 107107 0 214214 6:45PM 6 0 7 0 1313 0 4 0 1 0 55 0 7 89 3 0 9999 0 0 61 24 0 8585 0 202202 Hourly Total 23 2 36 0 6161 7 12 3 2 0 1717 0 40 315 10 0 365365 1 6 388 70 0 464464 1 907907 7:00PM 14 1 3 0 1818 0 1 1 1 0 33 0 3 56 5 0 6464 0 1 83 19 0 103103 0 188188 7:15PM 7 0 2 0 99 0 0 0 0 0 00 0 7 59 1 0 6767 0 2 43 11 0 5656 0 132132 7:30PM 3 0 2 0 55 0 4 1 1 0 66 0 5 36 0 0 4141 0 0 55 10 0 6565 0 117117 7:45PM 5 0 5 0 1010 0 0 0 0 0 00 0 6 45 3 0 5454 0 0 32 10 0 4242 0 106106 Hourly Total 29 1 12 0 4242 0 5 2 2 0 99 0 21 196 9 0 226226 0 3 213 50 0 266266 0 543543 8:00PM 4 0 2 0 66 0 0 0 0 0 00 0 4 29 2 0 3535 0 0 34 6 0 4040 0 8181 8:15PM 7 0 3 0 1010 0 2 0 0 0 22 0 9 48 1 0 5858 0 1 32 11 0 4444 0 114114 8:30PM 4 0 4 0 88 0 0 1 1 0 22 0 11 37 1 0 4949 0 2 40 10 0 5252 0 111111 8:45PM 2 1 1 0 44 0 0 0 0 0 00 0 7 27 3 0 3737 0 1 34 2 0 3737 0 7878 Hourly Total 17 1 10 0 2828 0 2 1 1 0 44 0 31 141 7 0 179179 0 4 140 29 0 173173 0 384384 9:00PM 2 0 1 0 33 2 0 0 0 0 00 0 9 26 3 0 3838 0 1 30 9 0 4040 0 8181 9:15PM 0 1 1 0 22 0 0 1 0 0 11 0 7 19 0 0 2626 1 0 31 6 0 3737 0 6666 9:30PM 0 0 1 0 11 0 0 1 0 0 11 0 1 17 0 0 1818 0 0 23 3 0 2626 0 4646 9:45PM 2 0 0 0 22 0 0 0 0 0 00 0 0 12 0 0 1212 0 0 16 5 0 2121 0 3535 Hourly Total 4 1 3 0 88 2 0 2 0 0 22 0 17 74 3 0 9494 1 1 100 23 0 124124 0 228228 10:00PM 3 0 0 0 33 0 0 1 0 0 11 0 0 25 2 0 2727 0 0 11 4 0 1515 0 4646 10:15PM 1 0 2 0 33 0 0 0 0 0 00 0 0 22 0 0 2222 0 2 13 7 0 2222 0 4747 10:30PM 0 0 0 0 00 0 0 0 0 0 00 0 0 11 0 0 1111 0 0 11 2 0 1313 0 2424 10:45PM 0 0 0 0 00 0 1 0 0 0 11 0 0 6 1 0 77 0 0 8 0 0 88 0 1616 Hourly Total 4 0 2 0 66 0 1 1 0 0 22 0 0 64 3 0 6767 0 2 43 13 0 5858 0 133133 11:00PM 0 0 0 0 00 0 0 0 0 0 00 0 0 7 0 0 77 0 0 3 3 0 66 0 1313 11:15PM 0 0 1 0 11 0 0 0 0 0 00 0 0 6 1 0 77 0 0 11 2 0 1313 0 2121 11:30PM 1 0 0 0 11 0 0 0 0 0 00 0 0 3 0 0 33 0 0 4 3 0 77 0 1111 11:45PM 0 0 0 0 00 0 0 0 0 0 00 0 0 4 0 0 44 0 0 4 2 0 66 0 1010 Hourly Total 1 0 1 0 22 0 0 0 0 0 00 0 0 20 1 0 2121 0 0 22 10 0 3232 0 5555 TotalTotal 685 50 443 0 11781178 47 122 35 39 0 196196 0 451 4560 152 2 51655165 22 77 5013 812 0 59025902 3 1244112441 % Approach% Approach 58.1% 4.2% 37.6% 0% ---62.2% 17.9% 19.9% 0% ---8.7% 88.3% 2.9% 0% ---1.3% 84.9% 13.8% 0% ---- % Total% Total 5.5% 0.4% 3.6% 0% 9.5%9.5%-1.0% 0.3% 0.3% 0% 1.6%1.6%-3.6% 36.7% 1.2% 0% 41.5%41.5%-0.6% 40.3% 6.5% 0% 47.4%47.4%-- LightsLights 664 44 425 0 11331133 -118 30 36 0 184184 -444 4468 145 2 50595059 -75 4905 790 0 57705770 -12146 % Lights% Lights 96.9% 88.0% 95.9% 0% 96.2%96.2%-96.7% 85.7% 92.3% 0% 93.9%93.9%-98.4% 98.0% 95.4% 100% 97.9%97.9%-97.4% 97.8% 97.3% 0% 97.8%97.8%-97.6% Leg Pleasantview Rd Pleasantview Rd Chanhassen Rd Chanhassen Rd Direction Eastbound Westbound Northbound Southbound Time L T R U AppApp Ped*L T R U AppApp Ped*L T R U AppApp Ped*L T R U AppApp Ped*IntInt 2 of 10340 Articulated Trucks andArticulated Trucks and Single-Unit TrucksSingle-Unit Trucks 11 0 14 0 2525 -2 1 2 0 55 -7 72 5 0 8484 -1 81 11 0 9393 -207 % Articulated Trucks and% Articulated Trucks and Single-Unit TrucksSingle-Unit Trucks 1.6% 0% 3.2% 0% 2.1%2.1%-1.6% 2.9% 5.1% 0% 2.6%2.6%-1.6% 1.6% 3.3% 0% 1.6%1.6%-1.3% 1.6% 1.4% 0% 1.6%1.6%-1.7% BusesBuses 10 2 4 0 1616 -2 1 1 0 44 -0 19 1 0 2020 -1 27 11 0 3939 -79 % Buses% Buses 1.5% 4.0% 0.9% 0% 1.4%1.4%-1.6% 2.9% 2.6% 0% 2.0%2.0%-0% 0.4% 0.7% 0% 0.4%0.4%-1.3% 0.5% 1.4% 0% 0.7%0.7%-0.6% Bicycles on RoadBicycles on Road 0 4 0 0 44 -0 3 0 0 33 -0 1 1 0 22 -0 0 0 0 00 -9 % Bicycles on Road% Bicycles on Road 0% 8.0% 0% 0% 0.3%0.3%-0% 8.6% 0% 0% 1.5%1.5%-0% 0% 0.7% 0% 0%0%-0% 0% 0% 0% 0%0%-0.1% Pedestrians - - - - - 37 - - - - - 0 - - - - - 19 - - - - - 2 % Pedestrians - - - - - 78.7% - - - - - - - - - - - 86.4% - - - - - 66.7% - Bicycles on Crosswalk - - - - - 10 - - - - - 0 - - - - - 3 - - - - - 1 % Bicycles on Crosswalk - - - - - 21.3% - - - - - - - - - - - 13.6% - - - - - 33.3% - Leg Pleasantview Rd Pleasantview Rd Chanhassen Rd Chanhassen Rd Direction Eastbound Westbound Northbound Southbound Time L T R U AppApp Ped*L T R U AppApp Ped*L T R U AppApp Ped*L T R U AppApp Ped*IntInt *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn 3 of 10341 Pleasantview Rd & Chanhassen Rd - TMCPleasantview Rd & Chanhassen Rd - TMC Wed Oct 29, 2025 Full Length (12 AM-12 AM (+1)) All Classes (Lights, Articulated Trucks and Single-Unit Trucks, Buses, Pedestrians, Bicycles on Road, Bicycles on Crosswalk) All Movements ID: 1351340, Location: 44.887537, -93.520733 Provided by: Kimley-Horn and Associates, Inc. 767 Eustis Street, Suite 100, Saint Paul, MN, 55114, US [N] Chanhassen Rd [E ] P l e a s a n t v i e w R d [S] Chanhassen Rd [W ] P l e a s a n t v i e w R d Total: 11186 Total: 10745 To t a l : 4 7 5 To t a l : 2 4 7 6 Out: 5284 Out: 5580 Ou t : 2 7 9 Ou t : 1 2 9 8 In: 5902 In: 5165 In : 1 9 6 In : 1 1 7 8 5 0 1 3 35 4 5 6 0 50 7 7 8 1 2 39 122 1 5 2 2 4 5 1 685 443 1 2 11 11 22 25 4 of 10342 Pleasantview Rd & Chanhassen Rd - TMCPleasantview Rd & Chanhassen Rd - TMC Wed Oct 29, 2025 AM Peak (7:30 AM - 8:30 AM) All Classes (Lights, Articulated Trucks and Single-Unit Trucks, Buses, Pedestrians, Bicycles on Road, Bicycles on Crosswalk) All Movements ID: 1351340, Location: 44.887537, -93.520733 Provided by: Kimley-Horn and Associates, Inc. 767 Eustis Street, Suite 100, Saint Paul, MN, 55114, US Leg Pleasantview Rd Pleasantview Rd Chanhassen Rd Chanhassen Rd Direction Eastbound Westbound Northbound Southbound Time L T R U AppApp Ped*L T R U AppApp Ped*L T R U AppApp Ped*L T R U AppApp Ped*IntInt 2025-10-29 7:30AM 29 0 4 0 3333 0 2 0 1 0 33 0 5 149 1 0 155155 1 4 61 8 0 7373 0 264264 7:45AM 25 3 10 0 3838 0 2 0 2 0 44 0 2 119 3 0 124124 0 0 84 7 0 9191 0 257257 8:00AM 23 2 5 0 3030 1 2 0 1 0 33 0 7 90 1 0 9898 0 3 62 14 0 7979 0 210210 8:15AM 26 0 6 0 3232 1 3 0 0 0 33 0 1 125 2 0 128128 0 2 72 10 0 8484 0 247247 TotalTotal 103 5 25 0 133133 2 9 0 4 0 1313 0 15 483 7 0 505505 1 9 279 39 0 327327 0 978978 % Approach% Approach 77.4% 3.8% 18.8% 0% ---69.2% 0% 30.8% 0% ---3.0% 95.6% 1.4% 0% ---2.8% 85.3% 11.9% 0% ---- % Total% Total 10.5% 0.5% 2.6% 0% 13.6%13.6%-0.9% 0% 0.4% 0% 1.3%1.3%-1.5% 49.4% 0.7% 0% 51.6%51.6%-0.9% 28.5% 4.0% 0% 33.4%33.4%-- PHFPHF 0.888 0.417 0.625 - 0.8750.875 -0.750 - 0.500 - 0.8130.813 -0.536 0.810 0.583 - 0.8150.815 -0.563 0.830 0.696 - 0.8980.898 -0.926 LightsLights 101 5 24 0 130130 -9 0 4 0 1313 -14 473 5 0 492492 -9 269 36 0 314314 -949 % Lights% Lights 98.1% 100% 96.0% 0% 97.7%97.7%-100% 0% 100% 0% 100%100%-93.3% 97.9% 71.4% 0% 97.4%97.4%-100% 96.4% 92.3% 0% 96.0%96.0%-97.0% Articulated Trucks andArticulated Trucks and Single-Unit TrucksSingle-Unit Trucks 1 0 0 0 11 -0 0 0 0 00 -1 6 1 0 88 -0 4 2 0 66 -15 % Articulated Trucks and% Articulated Trucks and Single-Unit TrucksSingle-Unit Trucks 1.0% 0% 0% 0% 0.8%0.8%-0% 0% 0% 0% 0%0%-6.7% 1.2% 14.3% 0% 1.6%1.6%-0% 1.4% 5.1% 0% 1.8%1.8%-1.5% BusesBuses 1 0 1 0 22 -0 0 0 0 00 -0 4 1 0 55 -0 6 1 0 77 -14 % Buses% Buses 1.0% 0% 4.0% 0% 1.5%1.5%-0% 0% 0% 0% 0%0%-0% 0.8% 14.3% 0% 1.0%1.0%-0% 2.2% 2.6% 0% 2.1%2.1%-1.4% Bicycles on RoadBicycles on Road 0 0 0 0 00 -0 0 0 0 00 -0 0 0 0 00 -0 0 0 0 00 -0 % Bicycles on Road% Bicycles on Road 0% 0% 0% 0% 0%0%-0% 0% 0% 0% 0%0%-0% 0% 0% 0% 0%0%-0% 0% 0% 0% 0%0%-0% Pedestrians - - - - - 2 - - - - - 0 - - - - - 1 - - - - - 0 % Pedestrians - - - - - 100% - - - - - - - - - - - 100% - - - - - - - Bicycles on Crosswalk - - - - - 0 - - - - - 0 - - - -- 0 - - - - - 0 % Bicycles on Crosswalk - - - - - 0% - - - - - - - - - - - 0% - - - - - - - *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn 5 of 10343 Pleasantview Rd & Chanhassen Rd - TMCPleasantview Rd & Chanhassen Rd - TMC Wed Oct 29, 2025 AM Peak (7:30 AM - 8:30 AM) All Classes (Lights, Articulated Trucks and Single-Unit Trucks, Buses, Pedestrians, Bicycles on Road, Bicycles on Crosswalk) All Movements ID: 1351340, Location: 44.887537, -93.520733 Provided by: Kimley-Horn and Associates, Inc. 767 Eustis Street, Suite 100, Saint Paul, MN, 55114, US [N] Chanhassen Rd [E ] P l e a s a n t v i e w R d [S] Chanhassen Rd [W ] P l e a s a n t v i e w R d Total: 917 Total: 818 To t a l : 1 8 7 To t a l : 3 4 Out: 590 Out: 313 Ou t : 5 4 Ou t : 2 1 In: 327 In: 505 In : 1 3 3 In : 1 3 2 7 9 4 8 3 5 9 3 9 4 9 7 1 5 103 25 1 2 6 of 10344 Pleasantview Rd & Chanhassen Rd - TMCPleasantview Rd & Chanhassen Rd - TMC Wed Oct 29, 2025 Midday Peak (12:45 PM - 1:45 PM) All Classes (Lights, Articulated Trucks and Single-Unit Trucks, Buses, Pedestrians, Bicycles on Road, Bicycles on Crosswalk) All Movements ID: 1351340, Location: 44.887537, -93.520733 Provided by: Kimley-Horn and Associates, Inc. 767 Eustis Street, Suite 100, Saint Paul, MN, 55114, US Leg Pleasantview Rd Pleasantview Rd Chanhassen Rd Chanhassen Rd Direction Eastbound Westbound Northbound Southbound Time L T R U AppApp Ped*L T R U AppApp Ped*L T R U AppApp Ped*L T R U AppApp Ped*IntInt 2025-10-29 12:45PM 12 1 8 0 2121 1 1 0 0 0 11 0 11 81 4 0 9696 0 0 88 15 0 103103 2 221221 1:00PM 5 0 6 0 1111 0 1 2 3 0 66 0 3 47 7 0 5757 0 0 78 9 0 8787 0 161161 1:15PM 9 0 8 0 1717 2 3 1 0 0 44 0 15 55 3 0 7373 0 1 65 19 0 8585 0 179179 1:30PM 13 0 8 0 2121 1 2 1 1 0 44 0 6 59 1 0 6666 0 2 80 23 0 105105 0 196196 TotalTotal 39 1 30 0 7070 4 7 4 4 0 1515 0 35 242 15 0 292292 0 3 311 66 0 380380 2 757757 % Approach% Approach 55.7% 1.4% 42.9% 0% ---46.7% 26.7% 26.7% 0% ---12.0% 82.9% 5.1% 0% ---0.8% 81.8% 17.4% 0% ---- % Total% Total 5.2% 0.1% 4.0% 0% 9.2%9.2%-0.9% 0.5% 0.5% 0% 2.0%2.0%-4.6% 32.0% 2.0% 0% 38.6%38.6%-0.4% 41.1% 8.7% 0% 50.2%50.2%-- PHFPHF 0.750 0.250 0.938 - 0.8330.833 -0.583 0.500 0.333 - 0.6250.625 -0.583 0.747 0.536 - 0.7600.760 -0.375 0.884 0.717 - 0.9050.905 -0.856 LightsLights 39 1 29 0 6969 -6 4 4 0 1414 -34 237 15 0 286286 -3 294 64 0 361361 -730 % Lights% Lights 100% 100% 96.7% 0% 98.6%98.6%-85.7% 100% 100% 0% 93.3%93.3%-97.1% 97.9% 100% 0% 97.9%97.9%-100% 94.5% 97.0% 0% 95.0%95.0%-96.4% Articulated Trucks andArticulated Trucks and Single-Unit TrucksSingle-Unit Trucks 0 0 1 0 11 -1 0 0 0 11 -1 4 0 0 55 -0 15 2 0 1717 -24 % Articulated Trucks and% Articulated Trucks and Single-Unit TrucksSingle-Unit Trucks 0% 0% 3.3% 0% 1.4%1.4%-14.3% 0% 0% 0% 6.7%6.7%-2.9% 1.7% 0% 0% 1.7%1.7%-0% 4.8% 3.0% 0% 4.5%4.5%-3.2% BusesBuses 0 0 0 0 00 -0 0 0 0 00 -0 1 0 0 11 -0 2 0 0 22 -3 % Buses% Buses 0% 0% 0% 0% 0%0%-0% 0% 0% 0% 0%0%-0% 0.4% 0% 0% 0.3%0.3%-0% 0.6% 0% 0% 0.5%0.5%-0.4% Bicycles on RoadBicycles on Road 0 0 0 0 00 -0 0 0 0 00 -0 0 0 0 00 -0 0 0 0 00 -0 % Bicycles on Road% Bicycles on Road 0% 0% 0% 0% 0%0%-0% 0% 0% 0% 0%0%-0% 0% 0% 0% 0%0%-0% 0% 0% 0% 0%0%-0% Pedestrians - - - - - 3 - - - - - 0 - - - - - 0 - - - - - 2 % Pedestrians - - - - - 75.0% - - - - - - - - - - - - - - - - - 100% - Bicycles on Crosswalk - - - - - 1 - - - - - 0 - - - -- 0 - - - - - 0 % Bicycles on Crosswalk - - - - - 25.0% - - - - - - - - - - - - - - - - - 0% - *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn 7 of 10345 Pleasantview Rd & Chanhassen Rd - TMCPleasantview Rd & Chanhassen Rd - TMC Wed Oct 29, 2025 Midday Peak (12:45 PM - 1:45 PM) All Classes (Lights, Articulated Trucks and Single-Unit Trucks, Buses, Pedestrians, Bicycles on Road, Bicycles on Crosswalk) All Movements ID: 1351340, Location: 44.887537, -93.520733 Provided by: Kimley-Horn and Associates, Inc. 767 Eustis Street, Suite 100, Saint Paul, MN, 55114, US [N] Chanhassen Rd [E ] P l e a s a n t v i e w R d [S] Chanhassen Rd [W ] P l e a s a n t v i e w R d Total: 665 Total: 640 To t a l : 3 4 To t a l : 1 7 5 Out: 285 Out: 348 Ou t : 1 9 Ou t : 1 0 5 In: 380 In: 292 In : 1 5 In : 7 0 3 1 1 4 2 4 2 1 3 6 6 4 7 1 5 3 5 39 30 2 2 2 8 of 10346 Pleasantview Rd & Chanhassen Rd - TMCPleasantview Rd & Chanhassen Rd - TMC Wed Oct 29, 2025 PM Peak (4:30 PM - 5:30 PM) - Overall Peak Hour All Classes (Lights, Articulated Trucks and Single-Unit Trucks, Buses, Pedestrians, Bicycles on Road, Bicycles on Crosswalk) All Movements ID: 1351340, Location: 44.887537, -93.520733 Provided by: Kimley-Horn and Associates, Inc. 767 Eustis Street, Suite 100, Saint Paul, MN, 55114, US Leg Pleasantview Rd Pleasantview Rd Chanhassen Rd Chanhassen Rd Direction Eastbound Westbound Northbound Southbound Time L T R U AppApp Ped*L T R U AppApp Ped*L T R U AppApp Ped*L T R U AppApp Ped*IntInt 2025-10-29 4:30PM 9 3 5 0 1717 5 3 1 0 0 44 0 15 107 2 0 124124 0 0 155 30 0 185185 0 330330 4:45PM 10 2 13 0 2525 1 3 0 3 0 66 0 9 137 6 0 152152 0 6 147 25 0 178178 0 361361 5:00PM 20 0 8 0 2828 0 6 1 1 0 88 0 17 86 5 0 108108 0 1 176 26 0 203203 0 347347 5:15PM 18 0 8 0 2626 1 1 2 0 0 33 0 11 121 3 0 135135 1 1 141 24 0 166166 0 330330 TotalTotal 57 5 34 0 9696 7 13 4 4 0 2121 0 52 451 16 0 519519 1 8 619 105 0 732732 0 13681368 % Approach% Approach 59.4% 5.2% 35.4% 0% ---61.9% 19.0% 19.0% 0% ---10.0% 86.9% 3.1% 0% ---1.1% 84.6% 14.3% 0% ---- % Total% Total 4.2% 0.4% 2.5% 0% 7.0%7.0%-1.0% 0.3% 0.3% 0% 1.5%1.5%-3.8% 33.0% 1.2% 0% 37.9%37.9%-0.6% 45.2% 7.7% 0% 53.5%53.5%-- PHFPHF 0.713 0.500 0.654 - 0.8480.848 -0.542 0.500 0.333 - 0.6560.656 -0.765 0.823 0.667 - 0.8540.854 -0.333 0.879 0.875 - 0.9010.901 -0.947 LightsLights 57 3 33 0 9393 -13 4 4 0 2121 -52 448 16 0 516516 -8 612 105 0 725725 -1355 % Lights% Lights 100% 60.0% 97.1% 0% 96.9%96.9%-100% 100% 100% 0% 100%100%-100% 99.3% 100% 0% 99.4%99.4%-100% 98.9% 100% 0% 99.0%99.0%-99.0% Articulated Trucks andArticulated Trucks and Single-Unit TrucksSingle-Unit Trucks 0 0 1 0 11 -0 0 0 0 00 -0 2 0 0 22 -0 6 0 0 66 -9 % Articulated Trucks and% Articulated Trucks and Single-Unit TrucksSingle-Unit Trucks 0% 0% 2.9% 0% 1.0%1.0%-0% 0% 0% 0% 0%0%-0% 0.4% 0% 0% 0.4%0.4%-0% 1.0% 0% 0% 0.8%0.8%-0.7% BusesBuses 0 1 0 0 11 -0 0 0 0 00 -0 1 0 0 11 -0 1 0 0 11 -3 % Buses% Buses 0% 20.0% 0% 0% 1.0%1.0%-0% 0% 0% 0% 0%0%-0% 0.2% 0% 0% 0.2%0.2%-0% 0.2% 0% 0% 0.1%0.1%-0.2% Bicycles on RoadBicycles on Road 0 1 0 0 11 -0 0 0 0 00 -0 0 0 0 00 -0 0 0 0 00 -1 % Bicycles on Road% Bicycles on Road 0% 20.0% 0% 0% 1.0%1.0%-0% 0% 0% 0% 0%0%-0% 0% 0% 0% 0%0%-0% 0% 0% 0% 0%0%-0.1% Pedestrians - - - - - 5 - - - - - 0 - - - - - 1 - - - - - 0 % Pedestrians - - - - - 71.4% - - - - - - - - - - - 100% - - - - - - - Bicycles on Crosswalk - - - - - 2 - - - - - 0 - - - -- 0 - - - - - 0 % Bicycles on Crosswalk - - - - - 28.6% - - - - - - - - - - - 0% - - - - - - - *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn 9 of 10347 Pleasantview Rd & Chanhassen Rd - TMCPleasantview Rd & Chanhassen Rd - TMC Wed Oct 29, 2025 PM Peak (4:30 PM - 5:30 PM) - Overall Peak Hour All Classes (Lights, Articulated Trucks and Single-Unit Trucks, Buses, Pedestrians, Bicycles on Road, Bicycles on Crosswalk) All Movements ID: 1351340, Location: 44.887537, -93.520733 Provided by: Kimley-Horn and Associates, Inc. 767 Eustis Street, Suite 100, Saint Paul, MN, 55114, US [N] Chanhassen Rd [E ] P l e a s a n t v i e w R d [S] Chanhassen Rd [W ] P l e a s a n t v i e w R d Total: 1244 Total: 1185 To t a l : 5 0 To t a l : 2 5 7 Out: 512 Out: 666 Ou t : 2 9 Ou t : 1 6 1 In: 732 In: 519 In : 2 1 In : 9 6 6 1 9 4 4 5 1 5 8 1 0 5 4 13 1 6 5 2 57 34 1 4 3 10 of 10348 Pleasantview Rd & Powers Blvd - TMCPleasantview Rd & Powers Blvd - TMC Wed Oct 29, 2025 Full Length (12 AM-12 AM (+1)) All Classes (Lights, Articulated Trucks and Single-Unit Trucks, Buses, Pedestrians, Bicycles on Road, Bicycles on Crosswalk) All Movements ID: 1351339, Location: 44.887684, -93.549545 Provided by: Kimley-Horn and Associates, Inc. 767 Eustis Street, Suite 100, Saint Paul, MN, 55114, US Leg Pleasantview Rd Powers Blvd Powers Blvd Direction Westbound Northbound Southbound Time L R U AppApp Ped*T R U AppApp Ped*L T U AppApp Ped*IntInt 2025-10-29 12:00AM 1 0 0 11 0 3 0 0 33 0 0 3 0 33 0 77 12:15AM 0 0 0 00 0 0 0 0 00 0 0 2 0 22 0 22 12:30AM 0 0 0 00 0 2 0 0 22 0 0 0 0 00 0 22 12:45AM 1 0 0 11 0 0 0 0 00 0 0 0 0 00 0 11 Hourly Total 2 0 0 22 0 5 0 0 55 0 0 5 0 55 0 1212 1:00AM 1 0 0 11 0 2 0 0 22 0 0 0 0 00 0 33 1:15AM 1 1 0 22 0 1 0 0 11 0 0 2 0 22 0 55 1:30AM 0 0 0 00 0 3 0 0 33 0 0 2 0 22 0 55 1:45AM 0 0 0 00 0 0 0 0 00 0 0 1 0 11 0 11 Hourly Total 2 1 0 33 0 6 0 0 66 0 0 5 0 55 0 1414 2:00AM 0 0 0 00 0 0 0 0 00 0 0 1 0 11 0 11 2:15AM 0 0 0 00 0 2 0 0 22 0 0 0 0 00 0 22 2:30AM 0 0 0 00 0 1 0 0 11 0 0 0 0 00 0 11 2:45AM 0 0 0 00 0 2 0 0 22 0 0 1 0 11 0 33 Hourly Total 0 0 0 00 0 5 0 0 55 0 0 2 0 22 0 77 3:00AM 0 0 0 00 0 0 0 0 00 0 0 0 0 00 0 00 3:15AM 0 0 0 00 0 1 0 0 11 0 0 1 0 11 0 22 3:30AM 1 0 0 11 0 0 0 0 00 0 0 2 0 22 0 33 3:45AM 0 0 0 00 0 0 0 0 00 0 0 2 0 22 0 22 Hourly Total 1 0 0 11 0 1 0 0 11 0 0 5 0 55 0 77 4:00AM 0 0 0 00 0 3 0 0 33 0 0 0 0 00 0 33 4:15AM 0 0 0 00 0 3 0 0 33 0 0 0 0 00 0 33 4:30AM 0 0 0 00 0 5 0 0 55 0 0 3 0 33 0 88 4:45AM 0 0 0 00 0 2 0 0 22 0 0 2 0 22 0 44 Hourly Total 0 0 0 00 0 13 0 0 1313 0 0 5 0 55 0 1818 5:00AM 0 1 0 11 0 7 2 0 99 0 0 6 0 66 0 1616 5:15AM 0 0 0 00 0 6 0 0 66 0 0 6 0 66 0 1212 5:30AM 2 0 0 22 0 14 0 0 1414 0 0 9 0 99 0 2525 5:45AM 1 2 0 33 0 10 0 0 1010 0 0 14 0 1414 0 2727 Hourly Total 3 3 0 66 0 37 2 0 3939 0 0 35 0 3535 0 8080 6:00AM 0 0 0 00 0 23 2 0 2525 0 0 12 0 1212 0 3737 6:15AM 1 1 0 22 0 39 4 0 4343 0 2 18 0 2020 0 6565 6:30AM 0 1 0 11 0 50 4 0 5454 0 3 34 0 3737 0 9292 6:45AM 1 4 0 55 0 57 5 0 6262 0 5 31 0 3636 0 103103 Hourly Total 2 6 0 88 0 169 15 0 184184 0 10 95 0 105105 0 297297 7:00AM 4 5 0 99 0 62 6 0 6868 0 5 31 0 3636 0 113113 7:15AM 4 3 0 77 0 100 10 0 110110 0 3 46 0 4949 0 166166 7:30AM 7 6 0 1313 2 115 13 0 128128 0 5 72 0 7777 0 218218 7:45AM 8 7 0 1515 0 101 9 0 110110 0 6 65 0 7171 0 196196 Hourly Total 23 21 0 4444 2 378 38 0 416416 0 19 214 0 233233 0 693693 8:00AM 9 8 0 1717 2 98 10 0 108108 0 6 65 0 7171 0 196196 8:15AM 12 5 0 1717 2 100 10 0 110110 0 3 72 0 7575 0 202202 8:30AM 13 8 0 2121 1 103 7 0 110110 0 3 67 0 7070 0 201201 8:45AM 11 6 0 1717 0 98 10 0 108108 0 4 78 0 8282 0 207207 Hourly Total 45 27 0 7272 5 399 37 0 436436 0 16 282 0 298298 0 806806 9:00AM 11 4 0 1515 1 63 4 0 6767 0 3 50 0 5353 0 135135 9:15AM 6 5 0 1111 1 70 6 0 7676 0 3 52 0 5555 0 142142 9:30AM 3 3 0 66 1 84 2 0 8686 0 0 55 0 5555 0 147147 9:45AM 5 4 0 99 1 75 7 0 8282 0 2 47 0 4949 0 140140 Hourly Total 25 16 0 4141 4 292 19 0 311311 0 8 204 0 212212 0 564564 10:00AM 3 2 0 55 0 60 5 0 6565 0 1 46 0 4747 0 117117 10:15AM 9 11 0 2020 2 60 7 0 6767 0 5 55 0 6060 0 147147 10:30AM 4 7 0 1111 3 61 5 0 6666 0 2 56 0 5858 0 135135 1 of 10349 10:45AM 7 7 0 1414 2 63 5 0 6868 0 5 52 0 5757 0 139139 Hourly Total 23 27 0 5050 7 244 22 0 266266 0 13 209 0 222222 0 538538 11:00AM 4 4 0 88 1 62 11 0 7373 0 3 41 0 4444 0 125125 11:15AM 7 7 0 1414 0 81 5 0 8686 0 3 57 0 6060 0 160160 11:30AM 11 0 0 1111 2 71 8 1 8080 0 4 55 0 5959 0 150150 11:45AM 8 5 0 1313 1 70 8 0 7878 0 1 69 0 7070 0 161161 Hourly Total 30 16 0 4646 4 284 32 1 317317 0 11 222 0 233233 0 596596 12:00PM 3 3 0 66 0 66 6 0 7272 0 2 48 0 5050 0 128128 12:15PM 6 2 0 88 1 71 7 0 7878 0 5 54 0 5959 0 145145 12:30PM 5 3 0 88 0 80 5 0 8585 0 3 66 0 6969 0 162162 12:45PM 8 6 0 1414 1 79 12 0 9191 0 2 52 0 5454 0 159159 Hourly Total 22 14 0 3636 2 296 30 0 326326 0 12 220 0 232232 0 594594 1:00PM 8 2 0 1010 0 71 3 0 7474 0 3 57 0 6060 0 144144 1:15PM 4 5 0 99 1 85 6 0 9191 0 1 46 0 4747 0 147147 1:30PM 5 0 0 55 0 60 6 0 6666 0 4 50 0 5454 0 125125 1:45PM 5 8 0 1313 0 69 9 0 7878 0 4 63 0 6767 0 158158 Hourly Total 22 15 0 3737 1 285 24 0 309309 0 12 216 0 228228 0 574574 2:00PM 6 3 0 99 0 81 7 0 8888 0 3 57 0 6060 0 157157 2:15PM 11 1 0 1212 4 86 3 0 8989 0 6 56 0 6262 0 163163 2:30PM 7 8 0 1515 1 82 8 0 9090 0 1 60 0 6161 0 166166 2:45PM 8 6 0 1414 1 97 2 0 9999 0 5 72 0 7777 0 190190 Hourly Total 32 18 0 5050 6 346 20 0 366366 0 15 245 0 260260 0 676676 3:00PM 12 2 0 1414 0 93 6 0 9999 0 4 66 0 7070 0 183183 3:15PM 9 8 0 1717 0 94 8 0 102102 0 2 69 0 7171 0 190190 3:30PM 14 11 0 2525 3 122 12 0 134134 0 4 83 0 8787 0 246246 3:45PM 14 2 0 1616 2 97 8 0 105105 0 4 100 0 104104 0 225225 Hourly Total 49 23 0 7272 5 406 34 0 440440 0 14 318 0 332332 0 844844 4:00PM 8 9 0 1717 1 116 5 0 121121 0 3 95 0 9898 0 236236 4:15PM 14 4 0 1818 3 122 8 0 130130 0 5 100 0 105105 0 253253 4:30PM 18 5 0 2323 2 145 10 0 155155 0 7 93 0 100100 0 278278 4:45PM 8 6 0 1414 4 122 6 0 128128 0 7 106 0 113113 0 255255 Hourly Total 48 24 0 7272 10 505 29 0 534534 0 22 394 0 416416 0 10221022 5:00PM 20 8 0 2828 4 122 10 0 132132 0 5 116 0 121121 0 281281 5:15PM 11 5 0 1616 0 111 15 0 126126 0 6 99 0 105105 0 247247 5:30PM 16 6 0 2222 2 95 5 0 100100 0 7 78 0 8585 0 207207 5:45PM 8 4 0 1212 1 90 7 0 9797 0 5 77 0 8282 0 191191 Hourly Total 55 23 0 7878 7 418 37 0 455455 0 23 370 0 393393 0 926926 6:00PM 9 6 0 1515 1 93 9 0 102102 0 2 83 0 8585 0 202202 6:15PM 6 8 0 1414 0 88 7 0 9595 0 3 77 0 8080 0 189189 6:30PM 10 3 0 1313 1 84 8 0 9292 0 7 47 0 5454 0 159159 6:45PM 8 5 0 1313 0 68 4 0 7272 0 4 53 0 5757 0 142142 Hourly Total 33 22 0 5555 2 333 28 0 361361 0 16 260 0 276276 0 692692 7:00PM 5 2 0 77 0 63 5 0 6868 0 2 48 0 5050 0 125125 7:15PM 3 4 0 77 2 57 8 0 6565 0 3 62 0 6565 0 137137 7:30PM 4 2 0 66 1 52 7 0 5959 0 4 48 0 5252 0 117117 7:45PM 3 4 0 77 0 46 4 0 5050 0 2 34 0 3636 0 9393 Hourly Total 15 12 0 2727 3 218 24 0 242242 0 11 192 0 203203 0 472472 8:00PM 2 4 0 66 0 31 7 0 3838 0 2 30 0 3232 0 7676 8:15PM 2 1 0 33 0 35 4 0 3939 0 1 29 0 3030 0 7272 8:30PM 3 2 0 55 0 31 2 0 3333 0 4 32 0 3636 0 7474 8:45PM 3 1 0 44 0 30 1 0 3131 0 0 28 0 2828 0 6363 Hourly Total 10 8 0 1818 0 127 14 0 141141 0 7 119 0 126126 0 285285 9:00PM 2 1 0 33 0 25 2 0 2727 0 0 29 0 2929 0 5959 9:15PM 3 0 0 33 1 26 2 0 2828 0 0 25 0 2525 0 5656 9:30PM 1 0 0 11 0 28 0 0 2828 0 0 14 0 1414 0 4343 9:45PM 4 4 0 88 0 16 2 0 1818 0 1 22 0 2323 0 4949 Hourly Total 10 5 0 1515 1 95 6 0 101101 0 1 90 0 9191 0 207207 10:00PM 1 1 0 22 0 17 1 0 1818 0 0 15 0 1515 0 3535 10:15PM 0 4 0 44 0 7 0 0 77 0 1 9 0 1010 0 2121 10:30PM 1 0 0 11 0 6 0 0 66 0 1 8 0 99 0 1616 Leg Pleasantview Rd Powers Blvd Powers Blvd Direction Westbound Northbound Southbound Time L R U AppApp Ped*T R U AppApp Ped*L T U AppApp Ped*IntInt 2 of 10350 10:45PM 0 0 0 00 0 8 0 0 88 0 0 10 0 1010 0 1818 Hourly Total 2 5 0 77 0 38 1 0 3939 0 2 42 0 4444 0 9090 11:00PM 0 0 0 00 0 6 0 0 66 0 1 6 0 77 0 1313 11:15PM 0 1 0 11 0 9 0 0 99 0 0 2 0 22 0 1212 11:30PM 1 0 0 11 0 3 1 0 44 0 0 3 0 33 0 88 11:45PM 0 0 0 00 0 9 0 0 99 0 0 5 0 55 0 1414 Hourly Total 1 1 0 22 0 27 1 0 2828 0 1 16 0 1717 0 4747 TotalTotal 455 287 0 742742 59 4927 413 1 53415341 0 213 3765 0 39783978 0 1006110061 % Approach% Approach 61.3% 38.7% 0% ---92.2% 7.7% 0% ---5.4% 94.6% 0% ---- % Total% Total 4.5% 2.9% 0% 7.4%7.4%-49.0% 4.1% 0% 53.1%53.1%-2.1% 37.4% 0% 39.5%39.5%-- LightsLights 439 280 0 719719 -4815 398 0 52135213 -202 3679 0 38813881 -9813 % Lights% Lights 96.5% 97.6% 0% 96.9%96.9%-97.7% 96.4% 0% 97.6%97.6%-94.8% 97.7% 0% 97.6%97.6%-97.5% Articulated Trucks and Single-Unit TrucksArticulated Trucks and Single-Unit Trucks 11 2 0 1313 -76 9 1 8686 -6 49 0 5555 -154 % Articulated Trucks and Single-Unit Trucks% Articulated Trucks and Single-Unit Trucks 2.4% 0.7% 0% 1.8%1.8%-1.5% 2.2% 100% 1.6%1.6%-2.8% 1.3% 0% 1.4%1.4%-1.5% BusesBuses 3 3 0 66 -27 3 0 3030 -5 19 0 2424 -60 % Buses% Buses 0.7% 1.0% 0% 0.8%0.8%-0.5% 0.7% 0% 0.6%0.6%-2.3% 0.5% 0% 0.6%0.6%-0.6% Bicycles on RoadBicycles on Road 2 2 0 44 -9 3 0 1212 -0 18 0 1818 -34 % Bicycles on Road% Bicycles on Road 0.4% 0.7% 0% 0.5%0.5%-0.2% 0.7% 0% 0.2%0.2%-0% 0.5% 0% 0.5%0.5%-0.3% Pedestrians - - - - 44 - - - - 0 - - - - 0 % Pedestrians - - - - 74.6% - - - - - - - - - - - Bicycles on Crosswalk - - - - 15 - - - - 0 - - - - 0 % Bicycles on Crosswalk - - - - 25.4% - - - - - - - - - - - Leg Pleasantview Rd Powers Blvd Powers Blvd Direction Westbound Northbound Southbound Time L R U AppApp Ped*T R U AppApp Ped*L T U AppApp Ped*IntInt *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn 3 of 10351 Pleasantview Rd & Powers Blvd - TMCPleasantview Rd & Powers Blvd - TMC Wed Oct 29, 2025 Full Length (12 AM-12 AM (+1)) All Classes (Lights, Articulated Trucks and Single-Unit Trucks, Buses, Pedestrians, Bicycles on Road, Bicycles on Crosswalk) All Movements ID: 1351339, Location: 44.887684, -93.549545 Provided by: Kimley-Horn and Associates, Inc. 767 Eustis Street, Suite 100, Saint Paul, MN, 55114, US [N] Powers Blvd [E ] P l e a s a n t v i e w R d [S] Powers Blvd Total: 9192 Total: 9562 To t a l : 1 3 6 8 Out: 5214 Out: 4221 Ou t : 6 2 6 In: 3978 In: 5341 In : 7 4 2 3 7 6 5 4 9 2 7 2 1 3 287 455 4 1 3 1 27 32 4 of 10352 Pleasantview Rd & Powers Blvd - TMCPleasantview Rd & Powers Blvd - TMC Wed Oct 29, 2025 AM Peak (7:30 AM - 8:30 AM) All Classes (Lights, Articulated Trucks and Single-Unit Trucks, Buses, Pedestrians, Bicycles on Road, Bicycles on Crosswalk) All Movements ID: 1351339, Location: 44.887684, -93.549545 Provided by: Kimley-Horn and Associates, Inc. 767 Eustis Street, Suite 100, Saint Paul, MN, 55114, US Leg Pleasantview Rd Powers Blvd Powers Blvd Direction Westbound Northbound Southbound Time L R U AppApp Ped*T R U AppApp Ped*L T U AppApp Ped*IntInt 2025-10-29 7:30AM 7 6 0 1313 2 115 13 0 128128 0 5 72 0 7777 0 218218 7:45AM 8 7 0 1515 0 101 9 0 110110 0 6 65 0 7171 0 196196 8:00AM 9 8 0 1717 2 98 10 0 108108 0 6 65 0 7171 0 196196 8:15AM 12 5 0 1717 2 100 10 0 110110 0 3 72 0 7575 0 202202 TotalTotal 36 26 0 6262 6 414 42 0 456456 0 20 274 0 294294 0 812812 % Approach% Approach 58.1% 41.9% 0% ---90.8% 9.2% 0% ---6.8% 93.2% 0% ---- % Total% Total 4.4% 3.2% 0% 7.6%7.6%-51.0% 5.2% 0% 56.2%56.2%-2.5% 33.7% 0% 36.2%36.2%-- PHFPHF 0.750 0.813 - 0.9120.912 -0.900 0.808 - 0.8910.891 -0.833 0.951 - 0.9550.955 -0.931 LightsLights 32 25 0 5757 -399 40 0 439439 -18 266 0 284284 -780 % Lights% Lights 88.9% 96.2% 0% 91.9%91.9%-96.4% 95.2% 0% 96.3%96.3%-90.0% 97.1% 0% 96.6%96.6%-96.1% Articulated Trucks and Single-Unit TrucksArticulated Trucks and Single-Unit Trucks 3 0 0 33 -12 1 0 1313 -1 4 0 55 -21 % Articulated Trucks and Single-Unit Trucks% Articulated Trucks and Single-Unit Trucks 8.3% 0% 0% 4.8%4.8%-2.9% 2.4% 0% 2.9%2.9%-5.0% 1.5% 0% 1.7%1.7%-2.6% BusesBuses 1 1 0 22 -3 1 0 44 -1 4 0 55 -11 % Buses% Buses 2.8% 3.8% 0% 3.2%3.2%-0.7% 2.4% 0% 0.9%0.9%-5.0% 1.5% 0% 1.7%1.7%-1.4% Bicycles on RoadBicycles on Road 0 0 0 00 -0 0 0 00 -0 0 0 00 -0 % Bicycles on Road% Bicycles on Road 0% 0% 0% 0%0%-0% 0% 0% 0%0%-0% 0% 0% 0%0%-0% Pedestrians - - - - 6 - - - - 0 - - - - 0 % Pedestrians - - - - 100% - - - - - - - - - - - Bicycles on Crosswalk - - - - 0 - - - - 0 - - - - 0 % Bicycles on Crosswalk - - - - 0% - - - - - - - - - - - *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn 5 of 10353 Pleasantview Rd & Powers Blvd - TMCPleasantview Rd & Powers Blvd - TMC Wed Oct 29, 2025 AM Peak (7:30 AM - 8:30 AM) All Classes (Lights, Articulated Trucks and Single-Unit Trucks, Buses, Pedestrians, Bicycles on Road, Bicycles on Crosswalk) All Movements ID: 1351339, Location: 44.887684, -93.549545 Provided by: Kimley-Horn and Associates, Inc. 767 Eustis Street, Suite 100, Saint Paul, MN, 55114, US [N] Powers Blvd [E ] P l e a s a n t v i e w R d [S] Powers Blvd Total: 734 Total: 766 To t a l : 1 2 4 Out: 440 Out: 310 Ou t : 6 2 In: 294 In: 456 In : 6 2 2 7 4 4 1 4 2 0 26 36 4 2 3 3 6 of 10354 Pleasantview Rd & Powers Blvd - TMCPleasantview Rd & Powers Blvd - TMC Wed Oct 29, 2025 Midday Peak (12:15 PM - 1:15 PM) All Classes (Lights, Articulated Trucks and Single-Unit Trucks, Buses, Pedestrians, Bicycles on Road, Bicycles on Crosswalk) All Movements ID: 1351339, Location: 44.887684, -93.549545 Provided by: Kimley-Horn and Associates, Inc. 767 Eustis Street, Suite 100, Saint Paul, MN, 55114, US Leg Pleasantview Rd Powers Blvd Powers Blvd Direction Westbound Northbound Southbound Time L R U AppApp Ped*T R U AppApp Ped*L T U AppApp Ped*IntInt 2025-10-29 12:15PM 6 2 0 88 1 71 7 0 7878 0 5 54 0 5959 0 145145 12:30PM 5 3 0 88 0 80 5 0 8585 0 3 66 0 6969 0 162162 12:45PM 8 6 0 1414 1 79 12 0 9191 0 2 52 0 5454 0 159159 1:00PM 8 2 0 1010 0 71 3 0 7474 0 3 57 0 6060 0 144144 TotalTotal 27 13 0 4040 2 301 27 0 328328 0 13 229 0 242242 0 610610 % Approach% Approach 67.5% 32.5% 0% ---91.8% 8.2% 0% ---5.4% 94.6% 0% ---- % Total% Total 4.4% 2.1% 0% 6.6%6.6%-49.3% 4.4% 0% 53.8%53.8%-2.1% 37.5% 0% 39.7%39.7%-- PHFPHF 0.844 0.542 - 0.7140.714 -0.941 0.563 - 0.9010.901 -0.650 0.867 - 0.8770.877 -0.941 LightsLights 26 13 0 3939 -293 26 0 319319 -12 228 0 240240 -598 % Lights% Lights 96.3% 100% 0% 97.5%97.5%-97.3% 96.3% 0% 97.3%97.3%-92.3% 99.6% 0% 99.2%99.2%-98.0% Articulated Trucks and Single-Unit TrucksArticulated Trucks and Single-Unit Trucks 1 0 0 11 -7 1 0 88 -1 1 0 22 -11 % Articulated Trucks and Single-Unit Trucks% Articulated Trucks and Single-Unit Trucks 3.7% 0% 0% 2.5%2.5%-2.3% 3.7% 0% 2.4%2.4%-7.7% 0.4% 0% 0.8%0.8%-1.8% BusesBuses 0 0 0 00 -1 0 0 11 -0 0 0 00 -1 % Buses% Buses 0% 0% 0% 0%0%-0.3% 0% 0% 0.3%0.3%-0% 0% 0% 0%0%-0.2% Bicycles on RoadBicycles on Road 0 0 0 00 -0 0 0 00 -0 0 0 00 -0 % Bicycles on Road% Bicycles on Road 0% 0% 0% 0%0%-0% 0% 0% 0%0%-0% 0% 0% 0%0%-0% Pedestrians - - - - 2 - - - - 0 - - - - 0 % Pedestrians - - - - 100% - - - - - - - - - - - Bicycles on Crosswalk - - - - 0 - - - - 0 - - - - 0 % Bicycles on Crosswalk - - - - 0% - - - - - - - - - - - *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn 7 of 10355 Pleasantview Rd & Powers Blvd - TMCPleasantview Rd & Powers Blvd - TMC Wed Oct 29, 2025 Midday Peak (12:15 PM - 1:15 PM) All Classes (Lights, Articulated Trucks and Single-Unit Trucks, Buses, Pedestrians, Bicycles on Road, Bicycles on Crosswalk) All Movements ID: 1351339, Location: 44.887684, -93.549545 Provided by: Kimley-Horn and Associates, Inc. 767 Eustis Street, Suite 100, Saint Paul, MN, 55114, US [N] Powers Blvd [E ] P l e a s a n t v i e w R d [S] Powers Blvd Total: 556 Total: 584 To t a l : 8 0 Out: 314 Out: 256 Ou t : 4 0 In: 242 In: 328 In : 4 0 2 2 9 3 0 1 1 3 13 27 2 7 1 1 8 of 10356 Pleasantview Rd & Powers Blvd - TMCPleasantview Rd & Powers Blvd - TMC Wed Oct 29, 2025 PM Peak (4:15 PM - 5:15 PM) - Overall Peak Hour All Classes (Lights, Articulated Trucks and Single-Unit Trucks, Buses, Pedestrians, Bicycles on Road, Bicycles on Crosswalk) All Movements ID: 1351339, Location: 44.887684, -93.549545 Provided by: Kimley-Horn and Associates, Inc. 767 Eustis Street, Suite 100, Saint Paul, MN, 55114, US Leg Pleasantview Rd Powers Blvd Powers Blvd Direction Westbound Northbound Southbound Time L R U AppApp Ped*T R U AppApp Ped*L T U AppApp Ped*IntInt 2025-10-29 4:15PM 14 4 0 1818 3 122 8 0 130130 0 5 100 0 105105 0 253253 4:30PM 18 5 0 2323 2 145 10 0 155155 0 7 93 0 100100 0 278278 4:45PM 8 6 0 1414 4 122 6 0 128128 0 7 106 0 113113 0 255255 5:00PM 20 8 0 2828 4 122 10 0 132132 0 5 116 0 121121 0 281281 TotalTotal 60 23 0 8383 13 511 34 0 545545 0 24 415 0 439439 0 10671067 % Approach% Approach 72.3% 27.7% 0% ---93.8% 6.2% 0% ---5.5% 94.5% 0% ---- % Total% Total 5.6% 2.2% 0% 7.8%7.8%-47.9% 3.2% 0% 51.1%51.1%-2.2% 38.9% 0% 41.1%41.1%-- PHFPHF 0.750 0.719 - 0.7410.741 -0.884 0.850 - 0.8810.881 -0.857 0.892 - 0.9050.905 -0.947 LightsLights 60 23 0 8383 -502 33 0 535535 -24 410 0 434434 -1052 % Lights% Lights 100% 100% 0% 100%100%-98.2% 97.1% 0% 98.2%98.2%-100% 98.8% 0% 98.9%98.9%-98.6% Articulated Trucks and Single-Unit TrucksArticulated Trucks and Single-Unit Trucks 0 0 0 00 -1 0 0 11 -0 2 0 22 -3 % Articulated Trucks and Single-Unit Trucks% Articulated Trucks and Single-Unit Trucks 0% 0% 0% 0%0%-0.2% 0% 0% 0.2%0.2%-0% 0.5% 0% 0.5%0.5%-0.3% BusesBuses 0 0 0 00 -6 1 0 77 -0 2 0 22 -9 % Buses% Buses 0% 0% 0% 0%0%-1.2% 2.9% 0% 1.3%1.3%-0% 0.5% 0% 0.5%0.5%-0.8% Bicycles on RoadBicycles on Road 0 0 0 00 -2 0 0 22 -0 1 0 11 -3 % Bicycles on Road% Bicycles on Road 0% 0% 0% 0%0%-0.4% 0% 0% 0.4%0.4%-0% 0.2% 0% 0.2%0.2%-0.3% Pedestrians - - - - 9 - - - - 0 - - - - 0 % Pedestrians - - - - 69.2% - - - - - - - - - - - Bicycles on Crosswalk - - - - 4 - - - - 0 - - - - 0 % Bicycles on Crosswalk - - - - 30.8% - - - - - - - - - - - *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn 9 of 10357 Pleasantview Rd & Powers Blvd - TMCPleasantview Rd & Powers Blvd - TMC Wed Oct 29, 2025 PM Peak (4:15 PM - 5:15 PM) - Overall Peak Hour All Classes (Lights, Articulated Trucks and Single-Unit Trucks, Buses, Pedestrians, Bicycles on Road, Bicycles on Crosswalk) All Movements ID: 1351339, Location: 44.887684, -93.549545 Provided by: Kimley-Horn and Associates, Inc. 767 Eustis Street, Suite 100, Saint Paul, MN, 55114, US [N] Powers Blvd [E ] P l e a s a n t v i e w R d [S] Powers Blvd Total: 973 Total: 1020 To t a l : 1 4 1 Out: 534 Out: 475 Ou t : 5 8 In: 439 In: 545 In : 8 3 4 1 5 5 1 1 2 4 23 60 3 4 5 8 10 of 10358 kimley-horn.com 767 Eustis Street, Suite 100, St. Paul MN 55416 651-645-4197 Appendix B - SimTraffic Reports 359 SimTraffic Performance Report Existing Conditions 11/13/2025 AM SimTraffic Report Page 1 3: Powers Blvd (CSAH 17) & Pleasantview Rd Performance by movement Movement WBL WBR NBT NBR SBL SBT All Denied Del/Veh (s)0.1 0.2 0.5 3.4 3.7 0.3 0.6 Total Del/Veh (s)11.5 6.7 0.8 0.2 2.8 0.4 1.4 8: Chanhassen Rd (MN 101) & Pleasantview Rd Performance by movement Movement EBL EBT EBR WBL WBR NBL NBT NBR SBL SBT SBR All Denied Del/Veh (s)0.2 0.2 3.0 0.1 0.1 2.9 0.5 2.8 3.5 0.3 3.7 0.7 Total Del/Veh (s)12.8 14.5 3.7 9.5 4.8 1.3 1.1 0.3 3.6 0.7 0.1 2.5 Total Network Performance Denied Del/Veh (s)0.7 Total Del/Veh (s)2.6 360 Queuing and Blocking Report Existing Conditions 11/13/2025 AM SimTraffic Report Page 2 Intersection: 3: Powers Blvd (CSAH 17) & Pleasantview Rd Movement WB SB Directions Served LR L Maximum Queue (ft)74 48 Average Queue (ft)25 7 95th Queue (ft)56 30 Link Distance (ft)1644 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)180 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 8: Chanhassen Rd (MN 101) & Pleasantview Rd Movement EB EB WB NB SB Directions Served LT R LTR L L Maximum Queue (ft)96 51 27 23 32 Average Queue (ft)40 14 9 2 4 95th Queue (ft)73 38 26 11 20 Link Distance (ft)1157 767 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)85 185 300 Storage Blk Time (%)1 Queuing Penalty (veh) 0 Network Summary Network wide Queuing Penalty: 0 361 SimTraffic Performance Report Existing Conditions 11/12/2025 PM SimTraffic Report Page 1 3: Powers Blvd (CSAH 17) & Pleasantview Rd Performance by movement Movement WBL WBR NBT NBR SBL SBT All Denied Del/Veh (s) 0.2 0.2 0.5 3.1 3.5 0.3 0.5 Total Del/Veh (s)22.4 13.2 0.8 0.3 3.6 0.7 2.3 8: Chanhassen Rd (MN 101) & Pleasantview Rd Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s) 0.2 0.3 3.4 0.1 0.1 0.1 3.2 0.6 3.3 2.8 0.7 3.0 Total Del/Veh (s)18.8 22.1 6.6 17.1 8.9 5.1 5.2 1.0 0.1 2.6 1.4 0.6 8: Chanhassen Rd (MN 101) & Pleasantview Rd Performance by movement Movement All Denied Del/Veh (s) 1.0 Total Del/Veh (s)2.4 Total Network Performance Denied Del/Veh (s)0.8 Total Del/Veh (s)3.2 This document was created by an application that isn’t licensed to use novaPDF. Purchase a license to generate PDF files without this notice. 362 Queuing and Blocking Report Existing Conditions 11/12/2025 PM SimTraffic Report Page 2 Intersection: 3: Powers Blvd (CSAH 17) & Pleasantview Rd Movement WB SB Directions Served LR L Maximum Queue (ft) 125 29 Average Queue (ft)30 9 95th Queue (ft)76 30 Link Distance (ft) 1644 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)180 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 8: Chanhassen Rd (MN 101) & Pleasantview Rd Movement EB EB WB NB SB SB Directions Served LT R LTR L L R Maximum Queue (ft) 85 48 35 48 22 9 Average Queue (ft)33 16 13 17 2 0 95th Queue (ft)67 38 32 39 14 6 Link Distance (ft) 1157 767 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)85 185 300 245 Storage Blk Time (%) 0 0 Queuing Penalty (veh) 0 0 Network Summary Network wide Queuing Penalty: 0 This document was created by an application that isn’t licensed to use novaPDF. Purchase a license to generate PDF files without this notice. 363 SimTraffic Performance Report No Build Conditions 11/13/2025 NB PM SimTraffic Report Page 1 3: Powers Blvd (CSAH 17) & Pleasantview Rd Performance by movement Movement WBL WBR NBT NBR SBL SBT All Denied Del/Veh (s)0.2 0.2 0.5 3.0 3.4 0.4 0.6 Total Del/Veh (s)30.4 19.5 0.9 0.3 4.4 0.8 2.7 8: Chanhassen Rd (MN 101) & Pleasantview Rd Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s)0.2 0.3 3.3 0.1 0.1 0.1 3.1 0.7 3.2 3.2 1.0 3.0 Total Del/Veh (s)33.0 35.3 8.3 23.1 15.4 6.3 7.1 1.2 0.2 4.4 1.7 0.7 8: Chanhassen Rd (MN 101) & Pleasantview Rd Performance by movement Movement All Denied Del/Veh (s)1.1 Total Del/Veh (s)3.2 Total Network Performance Denied Del/Veh (s)0.9 Total Del/Veh (s)3.9 364 Queuing and Blocking Report No Build Conditions 11/13/2025 NB PM SimTraffic Report Page 2 Intersection: 3: Powers Blvd (CSAH 17) & Pleasantview Rd Movement WB SB Directions Served LR L Maximum Queue (ft) 121 43 Average Queue (ft)34 11 95th Queue (ft)86 33 Link Distance (ft)1644 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)180 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 8: Chanhassen Rd (MN 101) & Pleasantview Rd Movement EB EB WB NB SB Directions Served LT R LTR L L Maximum Queue (ft) 106 53 40 70 27 Average Queue (ft)38 16 13 20 3 95th Queue (ft)75 40 33 51 16 Link Distance (ft)1157 767 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)85 185 300 Storage Blk Time (%)3 0 Queuing Penalty (veh) 1 0 Network Summary Network wide Queuing Penalty: 1 365 SimTraffic Performance Report No Build Conditions 11/13/2025 NB AM SimTraffic Report Page 1 3: Powers Blvd (CSAH 17) & Pleasantview Rd Performance by movement Movement WBL WBR NBT NBR SBL SBT All Denied Del/Veh (s)0.1 0.1 0.6 3.2 3.6 0.3 0.7 Total Del/Veh (s)14.3 7.9 0.9 0.2 3.6 0.6 1.5 8: Chanhassen Rd (MN 101) & Pleasantview Rd Performance by movement Movement EBL EBT EBR WBL WBR NBL NBT NBR SBL SBT SBR All Denied Del/Veh (s)0.2 0.4 3.1 0.1 0.1 3.0 0.5 3.0 3.7 0.4 3.5 0.7 Total Del/Veh (s)16.8 17.0 4.0 12.7 6.6 2.1 1.3 0.2 2.6 0.8 0.2 2.7 Total Network Performance Denied Del/Veh (s)0.7 Total Del/Veh (s)3.0 366 Queuing and Blocking Report No Build Conditions 11/13/2025 NB AM SimTraffic Report Page 2 Intersection: 3: Powers Blvd (CSAH 17) & Pleasantview Rd Movement WB SB Directions Served LR L Maximum Queue (ft)74 43 Average Queue (ft)24 8 95th Queue (ft)56 31 Link Distance (ft)1644 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)180 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 8: Chanhassen Rd (MN 101) & Pleasantview Rd Movement EB EB WB NB SB SB Directions Served LT R LTR L L T Maximum Queue (ft) 102 42 30 24 27 4 Average Queue (ft)42 13 10 4 4 0 95th Queue (ft)81 33 28 17 19 3 Link Distance (ft)1157 767 1128 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)85 185 300 Storage Blk Time (%)2 Queuing Penalty (veh) 0 Network Summary Network wide Queuing Penalty: 0 367 kimley-horn.com 767 Eustis Street, Suite 100, St. Paul MN 55416 651-645-4197 Appendix C – Historical Crash Analysis (2020-2025) 368 Intersection: Statewide Averages based on 2019-2023 crashes 0 0 0 0 1 1 = =Thru/STOP, Urban 0.048 0.000 0.145 0.414 0.380 4.620 0.13 0.00 The observed crash rate is the number of crashes per million entering vehicles (MEV). The critical rate is a statistical comparison based on similar intersections statewide. An observed crash rate greater than the critical rate indicates that the intersection operates outside the expected, normal range. The critical index reports the magnitude of this difference (i.e. observed crash rate ÷ critical crash rate). The observed total crash rate for this period is 0.05 per MEV; this is 87% below the critical rate. Based on similar statewide intersections, an additional 7 crashes over the five years would indicate this intersection operates outside the normal range. The observed fatal and serious injury crash rate for this period is 0.00 per 100 MEV; this is 100% below the critical rate. The intersection operates within the normal range. Statewide Average Statewide Average Critical Rate Critical Rate Critical Index Critical Index Possible Injury (C)Traffic Control Thru-Stop Observed Observed Property Damage (PDO) Total Crashes Annual crash cost $3,600 Statewide comparison Total Crash Rate Fatal & Serious Injury Crash Rate Incapacitating Injury (A)Environment Urban Minor Injury (B)Lighting Lit Intersection Safety Screening Pleasantview Rd & MN 101 Crashes by Crash Severity Intersection Characteristics Fatal (K)Entering Volume 11,400 This document was created by an application that isn’t licensed to use novaPDF. Purchase a license to generate PDF files without this notice. 369 Intersection: Statewide Averages based on 2019-2023 crashes 0 0 0 0 1 1 = =Thru/STOP, Urban 0.065 0.000 0.145 0.414 0.430 5.780 0.15 0.00 The observed crash rate is the number of crashes per million entering vehicles (MEV). The critical rate is a statistical comparison based on similar intersections statewide. An observed crash rate greater than the critical rate indicates that the intersection operates outside the expected, normal range. The critical index reports the magnitude of this difference (i.e. observed crash rate ÷ critical crash rate). The observed total crash rate for this period is 0.07 per MEV; this is 85% below the critical rate. Based on similar statewide intersections, an additional 6 crashes over the five years would indicate this intersection operates outside the normal range. The observed fatal and serious injury crash rate for this period is 0.00 per 100 MEV; this is 100% below the critical rate. The intersection operates within the normal range. Statewide Average Statewide Average Critical Rate Critical Rate Critical Index Critical Index Possible Injury (C)Traffic Control Thru-Stop Observed Observed Property Damage (PDO) Total Crashes Annual crash cost $3,600 Statewide comparison Total Crash Rate Fatal & Serious Injury Crash Rate Incapacitating Injury (A)Environment Urban Minor Injury (B)Lighting Lit Intersection Safety Screening Pleasantview Rd & CSAH 17 Crashes by Crash Severity Intersection Characteristics Fatal (K)Entering Volume 8,400 This document was created by an application that isn’t licensed to use novaPDF. Purchase a license to generate PDF files without this notice. 370 APPENDIX D – ASSESSMENT POLICY 371 Page 1 of 5 CITY OF CHANHASSEN ASSESSMENT POLICY Date of Last City Council Adoption: May 5, 2025 The City of Chanhassen’s Assessment Policy is intended to provide general direction to City Staff and their consultants in preparation of assessment rolls to establish fair and consistent treatment of all properties within the City that are subject to an assessment. This document can also be used to educate and explain to property owners about the policy. All assessments shall follow the process outlined in Minnesota State Statutes, Chapter 429, which gives the City the legal authority to assess benefiting property for public improvements. The strict interpretation of this policy may not apply in all circumstances -- it is intended to be a guide for a systematic process. The City Council may direct staff to use special consideration and discretion for the assessment methodology on projects. WHICH PROPERTIES ARE TO BE ASSESSED Determination about which properties are to be included in the assessment roll generally fall into two (2) property types: 1. Type 1: Land use that generates a low level of vehicular traffic, such as low-density residential properties. o These properties shall be included in the assessment roll for public street improvements that have their primary driveway access, or that it can be reasonably determined will have a future driveway access, to the street being rehabilitated. This includes property with a shared driveway or private street access to the public street, except where said private street meets applicable criteria to allow for a reduced or no assessment. The policy acknowledges that private streets are not maintained by the City and therefore all costs associated with the maintenance of them are borne by the property legally required to maintain them. Applicable criteria of private streets include whether the street meets City Code requirements with respect to width, pavement section, and appropriate fire apparatus turn-around. 2. Other land use property types that generate increased levels of vehicular traffic, such as commercial, multi- family, or schools. o These properties shall be included in the assessment roll for all adjacent public street improvement projects, regardless of which street their primary driveway takes access from, or the number of driveway access points; unless it can be reasonably determined that the use of the property does not have any traffic impact on the adjacent public street receiving the improvements. ASSESSMENT METHODOLOGY There are various ways to calculate assessments. The typical methodology is based on the number of parcels, an area, or linear foot calculation. Chanhassen has also developed a policy that utilizes a flat rate, meaning all parcels to be assessed receive the same assessment regardless of any particular property characteristic. • For property type 1 listed above, the properties to be assessed will receive an assessment amount equal to the flat rate for which rehabilitation type the project is utilizing (mill and overlay, full depth reclamation, or reconstruction). The flat rate is established on the City’s Fee Schedule, which is updated and approved by the City Council annually. The flat rate utilized for a project will be the rate that is in effect on the date the assessment roll is adopted. • For property type 2 listed above, the City shall use the calculation method that creates a reasonable distribution of assessments across the entire roll. 372 Page 2 of 5 • Where reasonable to do so, when more than one “neighborhood” is contained within the same project, the assessment roll may be calculated per each neighborhood, rather than the total project. This would not apply to property type 1 as they would all receive a flat rate assessment. • Unless otherwise exempt, public property, government land, private associations, schools, churches, and non-profit property uses shall be included in the assessment roll. • Commercial property, and Medium and High-Density Residential properties shall be assessed based on a reasonable determination of vehicular traffic generated. • A duplex that is located on a single parcel shall be considered two units. Generally, when traffic volumes are used as the assessment methodology, a Residential Equivalent Unit (REU) or similar other unit assessment relationship shall be used. NEW CONSTRUCTION: 100% assessed to all benefitting properties. New construction is typically paid for by the development itself and therefore not formally assessed. In some instances, the City will undertake proactive installation of public utilities to unserved areas and then assess the benefiting properties, or establish an improvement district/area with deferred access charges to cover the cost for the added service. In other instances, properties may petition the City directly for the installation of the public improvements in which case 100% of the costs are paid for by the benefiting properties. Assessable Costs Include: • Construction of a new public street, trail and/or sidewalk. • Installation of public water main, storm sewer and/or sanitary sewer system, including appurtenances (structures, valves, hydrants, lift stations, etc.), where it did not previously exist. • Indirect costs (design, legal, and administration fees). Notes: • Oversizing of streets and utilities beyond the city’s standard details, or what is needed for the development itself, are paid for by the city and are typically not assessed. RECONSTRUCTION/REHABILITATION: 40% assessed to all benefitting properties, unless a flat rate methodology is utilized. When determining the rehabilitation method to be used, the following decision matrix shall be used for planning purposes: Question If Yes If No Does the street need to change its intended use; change to meet our current standard (width, thickness, C&G, drainage, etc.); and/or has it met its useful service life (~50 yrs)? Plan for Reconstruction Move to next question Is the pavement condition OCI between 0 and 29? Plan for Reconstruction Move to next question Is the pavement condition OCI between 30 and 59? Plan for FDR Move to next question Is the pavement condition OCI greater than 60? Plan for M&O n/a Notes: • Once a project is under design, an engineering analysis will be undertaken to determine the appropriate rehabilitation method. 373 Page 3 of 5 • Two inches (2”) shall be the standard depth for a mill and overlay unless particular circumstances exist. Under such circumstances, the flat rate will not be adjusted. Assessable Costs Include: • Pavement associated with public streets, trails and/or sidewalks. This includes draintile, geotechnical (soil corrections, etc.), and other improvements needed to support the function of the pavement structure. o In situations where there is no existing trail or sidewalk infrastructure, but such improvements are being added by the project, the costs associated with the addition shall not be assessed unless particular circumstances exist such as when the benefit of the new infrastructure is of primary benefit to the assessable properties only. • Curb and gutter, including curb impacted solely by utility improvements. • Driveway pavement and aprons directly affected by the project work. • Storm Sewer and appurtenances associated with street drainage. • Multi-Modal improvements such as ADA ramps and actuated pedestrian crossings such as Rectangular Rapid- Flashing Beacons (RRFBs). • Signing and striping. • Retaining walls required within the Right-of-Way. • Tree removal and/or landscaping improvements directly affected by the project work. • Applicable percentage of indirect costs (design, legal, and admin fees). Notes: • If a residential property has access from a collector or otherwise oversized street, the assessment amount shall be based on an equitable formula compared to a typical local roadway, including normalizing to a city standard width, typical street pavement section, typical lot width, and other applicable factors. This normalization does not apply to a flat rate assessment. • Pavement projects on streets that provide direct access to Chanhassen property(s) that are being implemented by an adjacent municipality shall not be assessed to the Chanhassen property(s) unless the adjacent municipality is assessing the benefiting property in their jurisdiction as part of the project. • Replacement, maintenance, or repair of existing public water main, sanitary sewer, and indirect stormwater management infrastructure shall not be assessed. The City will pay 100% of these improvement costs out of the associated enterprise fund. REGULAR MAINTENANCE: Benefiting properties are not assessed. • Activities Include: Pavement patching, pothole filling, crack sealing, chip sealing, sealcoating, sign maintenance, lighting, and pavement markings. PAYMENT OPTIONS • Assessments can be paid in full up-front with no finance charge, otherwise the assessment will be certified to the County and added to annual property taxes with interest. • If elected to add to annual property taxes, the balance can be paid off at any time during the term if requested by the property owner. • Interest will be charged to property owners who choose to not pay their assessments in full by November 15th in the year the special assessment is levied. The interest rate will be equal to the yield on the 7-year Treasury Note on the date the special assessment roll is adopted, plus 1.0%. 374 Page 4 of 5 • Unless approved otherwise by the City Council, the maximum financing term for assessments shall be as follows: o $0-$500 1 year o $501-$2,500 5 years o $2,501-$5,000 8 years o $5,001-$15,000 10 years o $15,001 and above 15 years HARDSHIP ASSESSMENT DEFERRAL FOR SENIORS, DISABLED, OR MILITARY PERSONS Minnesota Statute §435.193 allows a statutory city to establish standards and guidelines to defer special assessments. A deferment of a special assessment for a homesteaded property may be granted if: (1) The property is owned by a person 65 years of age or older or retired by virtue of a permanent and total disability* for whom it would be a hardship to make the payments; or (2) The property is owned by a person who is a member of the Minnesota National Guard or other military reserves who is ordered into active military service, as defined in Minnesota Statutes § 190.05, subdivision 5b or 5c, as stated in the person’s military orders, for whom it would be a hardship to make the payments. The deferment is not an elimination of the assessment, but rather a temporary pause of paying the assessment until the hardship no longer exists. Interest on deferred assessments shall be subject to and charged at the interest rate set by the City Council on its resolution adopting the special assessment, and such interest shall accrue on said principal until the special assessment is paid in full. The option of the property owner to defer the payment of special assessments shall terminate and all amounts accumulated plus accrued interest (compounded annually) shall become due and payable within sixty (60) days upon the occurrence of any of the following events: (1) The sale, transfer, or subdivision of the property or any part thereof, or the property is in any way conveyed to another person; or (2) The subject property loses its homestead status for any reason; or (3) The death of the owner qualified for deferral status unless a surviving spouse is eligible for benefits hereunder; or (4) If for any reason the City Council determines that there would be no hardship in requiring an immediate or partial payment of the deferred special assessment. To request deferral of a special assessment, the property owner must request a deferment on the form prescribed by the City Clerk within thirty (30) days after the adoption of the improvement assessment by the City Council. The applicant must submit a copy of the federal income tax return from the year prior to the assessment to verify that all sources of income do not exceed the very low-income limits for the Carver County area as established by the Department of Housing and Urban Development. The property must be the applicant’s principal residence and classified on the real estate tax rolls as the applicant’s homestead. City staff will review the application and if the applicant meets the standards and guidelines above, the deferment will be granted. The City Council has the discretion to make the determination that a hardship exists based on exceptional and unusual circumstances not covered by the standards and guidelines where the determination is made in a 375 Page 5 of 5 nondiscriminatory manner and does not give the applicant an unreasonable preference or advantage over other applicants. *Permanent and total disability shall have the same definition for purposes of assessment deferral as is used for social security. FREQUENTLY ASKED QUESTIONS A Frequently Asked Questions (FAQ) document addressing the most common questions concerning assessments can be found on the City’s website. 376 City Council Item August 10, 2026 Item Approve Bid Package #2: Chanhassen Community Center File No.Item No: H.1 Agenda Section GENERAL BUSINESS Prepared By Laurie Hokkanen, City Manager Reviewed By Jerry Ruegemer SUGGESTED ACTION "The Chanhassen City Council moves to award Bid Package #2 for the Chanhassen Community Center to RJM Construction, as part of the Construction Manager at Risk (CMAR) delivery method, and authorizes the City Manager to execute the necessary documents. This award does not establish the Guaranteed Maximum Price (GMP), which will be brought forward for City Council approval at a later date." Motion Type Simple Majority Vote of members present Strategic Priority Development & Redevelopment SUMMARY Bid Package #2 represents the remaining construction to complete the Chanhassen Community Center, which consists of two ice rinks, an indoor playground, concessions, community gathering rooms, and a field house. Renderings and floor plans are available on the project page at https://www.chanhassenmn.gov/government/projects/chanhassen-community-center. The final project scope includes all elements that were shared during the referendum, with the exception of a private restaurant shell, which has been replaced by a 4,800 square foot community room with a catering kitchen and a substantial concession area. Selected bid alternates that are included: an operable partition in both the dance studio and party room, wood gym flooring, an Arena 1 walkway connection on the west side, service elevator B, rubber sports 377 floor on the walking track, and a skyfold partition in the Community room. Also included in the bid award and overall budget is $595,000 for fireproofing at the arena and field house roof structures if it is required through the ongoing code review. The project team will continue working to reduce this amount through alternative code-compliant construction methods, but this issue has not been fully resolved at this time. BACKGROUND Date Action November 2024 Chanhassen voters approved a half-cent sales tax via referendum. February 19, 2025 Council selected BKV Group as the architect for the Community Center. May 5, 2025 Council authorized a Purchase Agreement with Level 7 Development for 13.1 acres of land. September 4, 2025 The city closed on the land purchase. September 23, 2025 The Council entered into a contract for construction management services with RJM Construction. February 23, 2026 City Council approved the site plan for the Chanhassen Community Center. April 13, 2026 The Council awarded Bid Package #1 to RJM Construction (concrete, precast structural concrete, and utilities). April 27, 2026 Council approved a contract with Sports Facilities Companies for management services. Council awarded Bid Package #1a to RJM Construction (steel supply and install). July 13, 2026 City Council discussed bid alternates, overall budget, and reached consensus on the final project scope. DISCUSSION At a future meeting, the City Council will consider approval of the AIA Document A133–201 to set the Guaranteed Maximum Price with the Construction Manager at Risk (RJM Construction). That GMP will be consistent with the bids awarded. BUDGET The total project budget is $82,473,546. The proposed funding plan includes approximately $2.5 million in park dedication fees, $40 million in 20-year local option sales tax bonds and taxable Economic Development Authority lease revenue bonds for the remaining amount. By extending the lease revenue bonds from 20 to 30 years, the city can accommodate the higher project cost without increasing the property tax impact previously projected for residents. The estimated impact for a $600,000 home remains approximately $17 per month. Future City Council action will include the issuance of bonds. The city authorized issuance of $13.185M GO Temporary Sales Tax Revenue Bonds on June 9, 2026 to fund the land purchase and some design and engineering costs. These bonds will be repaid when the new bonds are issued. RECOMMENDATION 378 Staff recommends that the Chanhassen City Council award Bid Package #2 for the Chanhassen Community Center to RJM Construction, as part of the Construction Manager at Risk (CMAR) delivery method, and authorize the City Manager to execute the necessary documents. ATTACHMENTS Chanhassen CC - BP2 Recommendation of Award Chanhassen Community Center Floor Plan Summary of Chanhassen Community Center council discussion and actions 379 July 22rd, 2026 Laurie Hokkanen City Manager City of Chanhassen 7700 Market Boulevard, Chanhassen, MN 55317 RE: City of Chanhassen Community Center – Recommendations for Award of Project (Bid Pack 2) Dear Ms. Hokkanen; On May 27th, 2026, bids were received for the City of Chanhassen Community Center Project. Upon receipt and review of the bids submitted, RJM and Team Members worked through multiple rounds of value engineering to get the project costs more in line with the budget originally established. The costs below are based on the low complete bid received for the base bid and respective alternates. At this time RJM has completed its review of all bids received and is recommending the Council awards all remaining construction contracts for the project (bid pack 2). Up for consideration is an additional list of alternates which we would recommend awarding as per desired by Council. DESCRIPTION AWARD AMOUNT Construction Costs (Base Bid) $65,255,316 Soft Costs $15,636,168 Total Project Costs (includes all the above) $80,891,484 380 Alternates Included: 1. Add Operable Partitions at $145,484 Dance Studio/Party Room 2. Add Wood Gym Floor in $139,493 Lieu of Rubber at Fieldhouse 3. Add Ice Arena 1 Connection Walkway $104,118 4. Add Service Elevator B $175,000 5. Add Rubber Sports Floor at $150,262 Walking Track 6. Add 1a Skyfold Partition at $292,708 Community Rooms 7. Add Fireproofing at Arena and $575,000 Fieldhouse Roof Structure (code review) Total Costs of Alternates #1-7 $1,582,062 Total Construction Costs Including Alternates #1-7 $66,837,381 Total Project Costs Including Alternates #1-7 $82,473,546 Sincerely, Simon Mark Project Manager RJM Construction 381 ESTIMATE SUMMARY ESTIMATE DATE: PROJECT: ARCHITECT: DRAWING DATE: Final $/sf DESCRIPTION Sub Contractors Estimate 183,850 Construction Costs 1A - Survey Gorman $69,140 $0.38 1B - Final Cleaning Everest $115,785 $0.63 Daily Cleaning & Construction Dumpsters $180,388 $0.98 4A - Masonry DrF $1,403,432 $7.63 3A - Concrete DrF $2,913,090 $15.84 3B - Precast Structural Concrete Walls & Plank Wells $5,720,875 $31.12 6A - Building Works Kellington $711,350 $3.87 6B - Millwork Willmar $471,825 $2.57 5A - Structural Steel/Joist/Decking/Misc. Steel - Material & Labor Linco $5,970,890 $32.48 7A - Waterproofing C&S $185,300 $1.01 7B - Metal Panels Atomic $819,395 $4.46 7C - Roofing Lake Area $3,154,017 $17.16 7D - Joint Sealants Carciofini $72,200 $0.39 7I - Weather & Barrier C&S $52,950 $0.29 7# - Fireproofing Allowance Allowance $500,000 $2.72 8A - Doors, Frames, & Hardware Kendell $325,113 $1.77 8B - Sectional, Coiling, & Speciality/Fire Doors Crawford $132,877 $0.72 8C - Aluminum Framing & Glazing Structural Glass $1,599,460 $8.70 9A - Gypsum Assemblies & Fire Proofing Imperial $1,123,025 $6.11 9B - Tile MCI $265,150 $1.44 9C - ACT Acoustics Associates $415,950 $2.26 9D - Resinous, Polished, & Sealed Flooring Grazzini $288,700 $1.57 9E - Resilient & Carpet Flooring Acoustics Associates $329,179 $1.79 9F - Painting & Wall Covering Prindle 7/2 $1,138,750 $6.19 9G - Athletic, Wood, & Sports Flooring H21 $690,200 $3.75 9H - Opperable Walls $0 $0.00 10A - Signage Albrecht $290,608 $1.58 10D - Specialties Bartley $189,595 $1.03 11A - Gymnasium Equipment / Bleachers Sportscon $281,542 $1.53 11E - Rink Furnishings & Locker Benches Becker Arena $1,143,679 $6.22 13C - Ice Rink Systems Rink Tech $4,090,575 $22.25 14A - Elevators Otis $142,310 $0.77 21A - Fire Protection Frontier $593,402 $3.23 22A - Plumbing Associated Mech $2,717,650 $14.78 23A - HVAC Associated Mech $7,869,400 $42.80 26A - Electrical Laketown $5,086,577 $27.67 Temporary Barriers & Enclosurs $258,034 $1.40 31A - Earthwork Rachel $2,464,000 $13.40 32A - Asphalt Park $619,148 $3.37 32B - Site Concrete North Country $616,125 $3.35 32C - Landscaping, Irrigation, & Site Furnishings Midwest $858,500 $4.67 32D - Fences & Gates Peterson $140,800 $0.77 July 13, 2026 Chanhassen Community Center BKV Group April 28, 2026 1 382 ESTIMATE SUMMARY 32E - Retaining Walls Hardscapes $1,090,837 $5.93 33A - Utilities MN Utilities $1,597,812 8.69$ General Conditions $1,835,402 $9.98 General Requirements $550,020 $2.99 Preconstruction Fee $20,000 $0.11 General Liability Insurance $580,772 $3.16 Builders Risk Insurance $163,138 $0.89 Building Permit $50,000 $0.27 Bond $38,366 $0.21 $61,937,333 $336.89 Escalation $0 $0.00 Design Contingency $0 $0.00 Construction Contingency $2,353,619 $12.80 Contractor's Fee $964,364 $5.25 Total Construction Estimate $65,255,316 $354.94 Owner Costs SAC/WAC $260,000 $1.41 Land Purchase $7,000,000 $38.07 Special Testing & Inspections $125,000 $0.68 City Data Network Systems Design $18,000 $0.10 DAS Cellular Design $27,000 $0.15 DAS Radio Design $13,500 $0.07 Commissioning for Code Compliance $60,000 $0.33 Wetland Delineation $4,300 $0.02 Land Surveying $26,970 $0.15 Pro Forma $30,000 $0.16 Venue Planning $185,000 $1.01 Pre-Opening Services $180,000 $0.98 Owner FF&E $1,523,605 $8.29 Zamboni Allowance $165,000 $0.90 Playground Equipment Allowance $625,000 $3.40 $1,760,793 $9.58 Developer Utility Expenses -$100,000 -$0.54 Owner Moving Expense $0 $0.00 Owner Artwork & Signage $0 $0.00 Subtotal Owner Costs $11,904,168 $64.75 Design Fees Design Fees $3,732,000 $20.30 $0 $0.00 Subtotal Design Fees $3,732,000 $20.30 Contingency Design Contingency $0 $0.00 Owner Contingency $0 $0.00 Subtotal Contingency $0 $0.00 Total Project Estimate $80,891,484 $439.99 Subtotal Construction Costs Phone Data, AV, Cabling, Security Commissioning Fees 2 383 Alternates Previously Considered but Not Included: 1. Add 1b Modernfold Partition at $195,585 Community Rooms (in lieu of #6) 2. Add Acid etched precast at $39,245 grid lines A & 5 3. Add Roof at Community Room Terrace $352,190 4. Ice Arena 1 Overhead Radiant Heating System $194,257 5. Add Building Marquee at Main Entry $135,000 6. Add Second Zamboni $165,000 7. Add Parking Entrance Monument Sign $34,325 8. Geothermal System $9,682,000 (Cost neutral w/tax credit/incentives) 384 385 386 Chanhassen Community Center — Council Action Highlights Below is a chronological summary of key City Council actions and milestones for the Chanhassen Community Center project. Project Overview The Chanhassen Community Center (formerly known as the Chanhassen Bluffs Community Center) is an approximately $80 million multi-use facility located within the Avienda Development. The facility includes two ice rinks, an indoor playground, concessions, community gathering rooms, and a field house. Chronological Council Actions Date Action Vote November 2024 Chanhassen voters approved a local option sales tax to fund the new Community Center Voter referendum January 13, 2025 Council discussed the A&E Services RFQ for the Community Center; BKV Group was being considered Work session — no formal vote February 12, 2025 Council interviewed A&E firms (HGA, JLG, and BKV Group) for architectural services Work session — no formal vote February 19, 2025 Council selected BKV Group as the architect for the Community Center Approved May 5, 2025 Council authorized a Purchase Agreement and Gift Agreement with Level 7 Development for 13.1 acres of land (Outlot E, Avienda Townhomes) at 4–0 unanimous 387 $1M/acre with $300K/acre gift back to the City September 4, 2025 Special Work Session: BKV and RJM presented updated renderings, value engineering changes, and current budget estimate Work session — no formal vote December 8, 2025 Special Work Session: BKV, RJM, and Sports Facilities Companies (SFC) presented updated renderings, interior layouts, and cost estimate of $80,092,184 (including $2M design contingency and $2.4M construction contingency) Council expressed support; no formal vote December 15, 2025 Council approved the schematic design for the Chanhassen Bluffs Community Center Approved (consent agenda) February 17, 2026 Planning Commission recommended approval of the site plan for the Community Center (Case #26-01, applicant BKV Group) Recommended approval February 23, 2026 City Council approved the site plan for the Chanhassen Community Center, adopting Findings of Fact and Decision 5–0 unanimous March 9, 2026 Work Session: City Manager provided informal update; Council scheduled to consider Bid Package #1 on April 13 and Bid Package #2 on June 22 Work session — no formal vote April 13, 2026 Work Session: RJM Construction presented Bid Package #1 (structural Work session — no formal vote 388 concrete, precast concrete walls, site utilities); 15 bids received across 3 categories, all at or below estimates April 13, 2026 Council awarded Bid Package #1 to RJM Construction: Donald R. Frantz (concrete) $3,031,200; Wells (precast structural concrete) $6,672,160; MN Utilities (utilities) $1,664,410 — using Construction Manager at Risk (CMAR) delivery method Approved April 27, 2026 Council awarded Bid Package #1a: Steel Supply & Install (consent agenda item #13) Approved — 4–0 unanimous April 27, 2026 Council approved a management services contract with Sports Facilities Companies (SFC) for pre-opening services (15–18 months, flat rate $180,000) and management services (minimum 8 years) 4–0 unanimous June 29, 2026 Special Work Session: Project team presented Guaranteed Maximum Price (GMP) estimate of $81,923,481; 145 bids received across 44 work categories; ~$7 million in post-bid savings identified while keeping square footage and programming intact No formal action taken 389