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01-05-2026
AGENDA CITY COUNCIL MEETING January 5, 2026 - 6:00 PM City Hall Council Chambers Members of the public can participate in person at Lakeville City Hall, 20195 Holyoke Avenue. Members of the public may join the meeting via Teams Meeting, Meeting ID: 270 967 142 637 or by calling Toll Number 1-323-433-2142; Conference ID: 244 190 036#. The mayor will allow for public comments and questions at the appropriate time. The City Council is provided background information for agenda items in advance by staff and appointed commissions, committees, and boards. Decisions are based on this information, as well as City policy, practices, input from constituents, and a council member’s personal judgment. 1. Call to order, moment of silence and flag pledge 2. Roll Call 3. Citizen Comments 4. Additional agenda information 5. Presentations/Introductions a. Public Works Quarterly Report 6. Consent Agenda a. Check Register Summary b. Minutes of the 12/15/2025 City Council Meeting c. Minutes of the 12/08/2025 City Council Work Session d. Supplemental Agreement with Stonebrooke Engineering for Professional Services for 215th Street and Utility Improvements from Kenrick Avenue to CSAH 70 e. Designation of Legal Newspaper for 2026 f. Radio Advertising Agreement for the Lakeville Area Arts Center with MyTalk 107.1 g. Contract for Orchard Lake Stormwater Outlet Improvement h. Contract for 2026 Water Treatment Plant Chemicals i. Approval of Local Affordable Housing Aid Agreement j. Resolution Supporting Dakota County’s Application for Funding Through the Better Utilizing Investments to Leverage Development Grant Program for the Dakota County Mobility and Safety Improvements: Interstate 35 and County State Aid Highway 5/50 Interchange and Bridge Reconstruction Project k. Resolution Appointing Depositories for the City of Lakeville Page 1 of 301 City Council Meeting Agenda January 5, 2026 Page 2 l. Resolution Delegating Authority to Pay Claims and Make Electronic Fund Transfers m. Heritage Commons 10th Addition Final Plat n. Release of Development Contract and Conditional Use Permit for Lord of Life Townhomes o. Veridian Credit Union Conditional Use Permit p. SMNPT 1, LLC Conditional Use Permit q. Putrah Shores Preliminary and Final Plat r. Flagship Recreation Proposal for the Purchase and Installation of Playground Equipment for the Lakeville Area Arts Center s. SRF Consulting Amendment Number Two Proposal for Professional Services for Grand Prairie Park t. Facility Use Agreement Between the Lakeville Yellow Ribbon and City of Lakeville 7. Action Items a. Ordinance Amending Title 11 of the City Code and Summary Ordinance for Publication Related to Auto Repair Businesses b. Caliber Collision Conditional Use Permit c. Appointment of the Acting Mayor for 2026 8. Unfinished Business 9. New Business 10. Announcements a. Next City Council Retreat Saturday, January 17, 2026 b. Next City Council Meeting January, 20, 2026 11. Adjourn Page 2 of 301 Date: 1/5/2026 Check Register Summary Proposed Action Staff recommends adoption of the following motion: Move to approve the Check Register Summary. Overview Checks 328117 - 328355 $2,210,021.66 ACH/EFT 23622 - 23867 $4,190,208.24 Total $6,400,229.90 The City Council receives a list of expenditures paid (claims detail), which is available to the public upon request. The City serves as the fiscal agent for Lakeville Arenas and Dakota 911 and processes their accounts payable and payments – these amounts are not included in the total above. Supporting Information 1. 12.16.25-12.18.25 CKSUM-Checks 2. 12.17.25-12.19.25 CKSUM-ACH 3. 12.17.25-12.19.25 CKSUM-EFT 4. Ck Register_CKs 12.16.25-12.18.25 for Jan 05, 2026 CC Mtg 5. Ck Register_ACHs 12.17.25-12.19.25 for Jan 05, 2026 CC Mtg 6. Ck Register_EFTs 12.17.25-12.19.25 for Jan 05, 2026 CC Mtg Financial Impact: $6,400,229.90 Budgeted: Yes Source: Various Envision Lakeville Community Values: Good Value for Public Service Report Completed by: Julie Stahl, Finance Director Page 3 of 301 CHECK DISBURSEMENT REPORT FOR CITY OF LAKEVILLE CHECK DATE 12/16/2025 - 12/19/2025 BANK CODE: LVCKG - CITY-GENERAL CHECKING - CHECK TYPE: PAPER CHECK - CHECK SOURCE: COMPUTER GENERATED CHECKS Amount 1000 GENERAL FUND 117,788.60 2000 COMMUNICATIONS FUND 50,119.35 3119 2017A HRA LEASE REV LIQ REF BO 2,100.00 3125 2025A FIRST CENTER 3,726.00 4000 BUILDING FUND 731,008.93 4100 EQUIPMENT FUND 17,491.37 4161 ARENAS CAPITAL IMPROVEMENTS 9,005.15 4200 PARK DEDICATION FUND 24,566.50 4500 PARK IMPROVEMENT FUND 4,498.00 4720 2024A PARK BONDS 457,330.70 5130 SCHNEIDERMANS TIF 23 52,534.69 5200 STATE AID CONSTRUCTION FUND 183,191.21 6597 2025 STREET PROJECTS 11,900.00 7450 ENVIRONMENTAL RESOURCES FUND 22,898.78 7575 STREET LIGHTING FUND 99,840.65 7600 WATER FUND 73,751.94 7700 SEWER FUND 12,543.93 7800 LIQUOR FUND 299,884.76 7900 MUNICIPAL RESERVES FUND 5,124.15 8000 ESCROW FUND 30,000.00 9800 PAYROLL CLEARING FUND 716.95 Report Total:2,210,021.66 12/30/2025 03:34 PM Page:1/1 Page 4 of 301 CHECK DISBURSEMENT REPORT FOR CITY OF LAKEVILLE CHECK DATE 12/16/2025 - 12/19/2025 BANK CODE: LVCKG - CITY-GENERAL CHECKING - CHECK TYPE: ACH TRANSACTION - CHECK SOURCE: COMPUTER GENERATED CHECKS Amount 1000 GENERAL FUND 635,049.37 2000 COMMUNICATIONS FUND 1,173.20 4000 BUILDING FUND 6,411.80 4100 EQUIPMENT FUND 181,825.08 4125 TECHNOLOGY FUND 298.94 4161 ARENAS CAPITAL IMPROVEMENTS 617.48 4200 PARK DEDICATION FUND 56,999.72 4401 TRAIL IMPROVEMENT FUND 1,530.75 4700 2022C PARK BONDS 775.00 4710 2023A PARK BONDS 6,203.44 4720 2024A PARK BONDS 514,352.26 5129 LAUNCH PROPERTIES TIF 22 398,232.00 5131 QA1 TIF 24 51,950.78 5200 STATE AID CONSTRUCTION FUND 86,667.34 5300 PAVEMENT MANAGEMENT FUND 423,997.33 5400 STORMWATER INFRASTRUCTURE FND 0.00 5500 WATER TRUNK FUND 38,315.75 5600 SANITARY SEWER TRUNK FUND 0.00 6589 22-24 AIRLAKE 70 IMPROVEMENT 2,070.00 6596 24-03 COLLECTOR RD REHAB 105,628.41 6597 2025 STREET PROJECTS 96,518.23 6611 2026 STREET PROJECTS 54,008.75 7450 ENVIRONMENTAL RESOURCES FUND 128,238.12 7600 WATER FUND 69,328.19 7700 SEWER FUND 30,492.54 7800 LIQUOR FUND 510,033.75 8000 ESCROW FUND 3,343.98 Report Total:3,404,062.21 12/30/2025 03:40 PM Page:1/1 Page 5 of 301 CHECK DISBURSEMENT REPORT FOR CITY OF LAKEVILLE CHECK DATE 12/16/2025 - 12/19/2025 BANK CODE: LVCKG - CITY-GENERAL CHECKING - CHECK TYPE: EFT - CHECK SOURCE: COMPUTER GENERATED CHECKS Amount 1000 GENERAL FUND 6,311.84 7800 LIQUOR FUND 33,818.19 8000 ESCROW FUND 13.93 9800 PAYROLL CLEARING FUND 746,002.07 Report Total:786,146.03 12/30/2025 03:38 PM Page:1/1 Page 6 of 301 MINUTES CITY COUNCIL MEETING December 15, 2025 - 6:00 PM City Hall Council Chambers 1. Call to order, moment of silence and flag pledge Mayor Hellier called the meeting to order at 6:00 p.m. 2. Roll Call Members Present: Mayor Hellier, Council Members Bermel, Lee, Wolter Absent: Council Member Volk Staff Present: Justin Miller, City Administrator; Dave Kendall, City Attorney; Julie Stahl, Finance Director; Joe Masiarchin, Parks & Recreation Director; Allyn Kuennen, Assistant City Administrator; Ann Orlofsky, City Clerk; Brad Paulson, Police Chief; Paul Oehme, Public Works Director; Tina Goodroad, Community Development Director; Fire Chief Mike Meyer; Alissa Frey, Human Resources Director 3. Citizen Comments Phil Wilson, 17320 Halifax Path, addressed the City Council and expressed his concern for Flock cameras being used in Lakeville. 4. Additional agenda information Staff recommended switching the order of agenda Items 7A and 7B, and the Council concurred. 5. Presentations/Introductions a. Fire Department Retirement Recognition Fire Chief Mike Meyer recognized four firefighters on their retirement from the Lakeville Fire Department. b. Spotlight on Hearth & Home Technologies Community Development Director presented the spotlight video from Hearth and Home Technologies. Sarah Wellcome, VP of Human Resources and Community Relations thanked the City Council for the opportunity to present tonight. 6. Consent Agenda Motion was made by Bermel, seconded by Wolter, to remove Item 6.g., Flock Agreement, from the consent agenda for discussion and approve the consent agenda as amended. Voice vote was taken on the motion. Ayes - Hellier, Bermel, Lee, Wolter Absent - Council Member Volk Page 7 of 301 City Council Meeting Minutes December 15, 2025 Page 2 a. Check Register Summary b. Minutes of the 12/01/2025 City Council Meeting c. Minutes of the 12/01/2025 Special City Council Meeting d. Minutes of the 11/24/2025 City Council Work Session e. Resolution Amending the 2026 Regular City Council Meetings and Work Session Calendar f. 2026 Renewal of mixed municipal solid waste and recyclable material licenses h. Resolution accepting donations from customers of the Lakeville Municipal Liquor Stores i. Election of Non-Waiver of Statutory Municipal Tort Liability Limits j. MOU to LELS Police Officer Contract k. ESST, Holiday and PTO Policy Revisions l. Professional Services Agreement for Electrical Inspection Services m. Resolution Amending the 2025 General, Opioid and Capital Fund Budgets n. Resolution Amending the Lakeville Fire Relief Assn Bylaws Relating to Pension Levels & Vesting Schedule and Establishing a State Aid Allocation Agreement o. Compass Rail Lakeville, LLC and Metropolitan Airports Commission (MAC) Comprehensive Plan and Zoning Map Amendments p. Approval of Professional Services Agreement with Transportation Collaborative & Consultants (TC2) q. Resolution Adopting the 2026 Special Revenue Fund Budgets r. Engineering Services Proposal from Bolton & Menk for Casperson Park Parking Lot Improvements s. AIM Electronics, Incorporated Proposal for the Purchase of an Outdoor Video Display and Accessories for Grand Prairie Park Baseball Facility t. Encroachment Agreement with Cornerstone Lake Condominium Association for Private Improvements in Public Property u. Correction to 2026 Temporary, Seasonal & Instructor Pay Resolution v. Approve 2nd Amendment To Fiscal Agent Agreement with Dakota 911 w. Adoption of 2026 Legislative Priorities x. Agreement for Municipal Solid Waste, Recyclable Material, and Organic Waste Disposal y. CDBG Subrecipient Agreement with DARTS for LOOP Senior Bus Service, Senior Outdoor Chores and Minor Home Repairs 7. Action Items g. Flock Group Inc. Agreement Council Member Lee requested that staff provide a presentation regarding the proposed Flock Group Inc. Agreement. Police Chief Brad Paulson presented an overview of Page 8 of 301 City Council Meeting Minutes December 15, 2025 Page 3 License Plate Reader (LPR) technology and explained how the Lakeville Police Department evaluated the system as a tool to enhance public safety and assist with criminal investigations. Chief Paulson explained that the proposed program includes the installation of twenty LPR cameras at key ingress and egress locations within the community. The Police Department is required to report the number and general locations of the cameras to the Minnesota Bureau of Criminal Apprehension (BCA). The technology is intended to support criminal investigations and is not used for traffic enforcement. Staff outlined the statutory and policy guardrails governing use of the technology, including compliance with Minnesota Statutes, Lakeville Police Department policy, BCA reporting requirements, a biennial audit, and a public-facing transparency dashboard specific to Lakeville. Council discussed data retention requirements, noting that while state statute allows retention for up to 60 days, the City will retain data for 30 days unless it is part of an active investigation. Chief Paulson referenced Minnesota Statutes Section 13.82 as the governing statute and discussed information sharing and collaboration with other law enforcement agencies. In response to Council questions, he stated that over 80 jurisdictions in Minnesota are currently using similar LPR technology, including several neighboring agencies in Dakota County. Council sought clarification regarding privacy concerns and safeguards against misuse. Chief Paulson explained that officers must associate access to the system with a valid case number and that audits are conducted to monitor use and prevent profiling or targeting of individuals. The system does not collect personal information beyond vehicle-related data associated with license plates. Motion was made by Wolter, seconded by Bermel, to approve the Master Services Agreement with Flock Group Inc. for twenty License Plate Reader (LPR) Cameras. Roll call was taken on the motion. Ayes- Hellier, Bermel, Lee, Wolter Absent - Volk b. North Creek Second Addition Preliminary Plat Community Development Director Tina Goodroad presented the request from KJ Walk, Inc. for approval of the North Creek Second Addition preliminary plat, consisting of 26 single-family residential lots and 27 detached townhome lots on approximately 13.35 acres located east of Pilot Knob Road and south of 173rd Street. The property is zoned RST-2, Single- and Two-Family Residential District. The plat had originally been intended as part of the North Creek development recorded in 2019, but the prior approval expired before platting occurred. Goodroad added that the Planning Commission held a public hearing on December 4, 2025. There were no public comments. The Planning Commission unanimously recommended approval of the preliminary plat. Revised landscaping and tree inventory plans were submitted and reviewed by Engineering, Environmental Resources, and Parks staff, and were found acceptable. Page 9 of 301 City Council Meeting Minutes December 15, 2025 Page 4 Motion was made by Lee, seconded by Wolter, to approve a resolution approving the North Creek Second Addition preliminary plat. Roll call was taken on the motion. Ayes - Hellier, Bermel, Lee, Wolter Absent - Council Member Volk a. Dakota Waste Solutions Preliminary Plat, Rezoning and Planned Unit Development Mike Brandt, Kimley Horn presented the request from Dakota Waste Solutions, LLC for approval of a preliminary plat for a two-lot, one-outlot subdivision, a zoning map amendment from I-1, Light Industrial District to PUD, Planned Unit Development District, and approval of a Planned Unit Development (PUD) Development Stage Plan for a recycling and composting facility located at the southeast corner of 215th Street West and Kaparia Avenue. Community Development Director Tina Goodroad presented the staff report. The Planning Commission held a public hearing on November 20, 2025. There were no public comments. The Planning Commission unanimously recommended approval, subject to conditions. City Council asked questions related to the Minnesota Pollution Control Agency permitting process and regulatory oversight. Motion was made by Bermel, seconded by Lee, to approve a resolution approving the Dakota Waste Resources preliminary plat, 2) zoning map amendment from I-1, Light Industrial, to PUD, Planned Unit Development; and 3) Planned Unit Development (PUD) Ordinance. Roll call was taken on the motion. Ayes - Hellier, Bermel, Lee, Wolter Absent - Council Member Volk c. Report on City Administrator's Performance Evaluation Council Member Wolter provided a summary on the annual performance review for City Administrator Justin Miller on Monday, December 1, 2025, at a special closed session meeting. Mr. Miller’s review focuses on his leadership, presence in the community, and communications with the Council, the public and employees. We find Mr. Miller’s performance continues to be at an exceptional level, consistently exceeding expectations and delivering outstanding results for the city. The council approved the personnel committee’s recommendation of moving his salary from step 7 of his respective pay grade, to step 8, effective January 1, 2026. Motion was made by Bermel, seconded by Wolter, to approve the following: Roll call was taken on the motion. Ayes - Hellier, Bermel, Lee, Wolter Absent - Council Member Volk 8. Unfinished Business None 9. New Business Page 10 of 301 City Council Meeting Minutes December 15, 2025 Page 5 None 10. Announcements a. Next City Council Meeting January 5, 2026 b. Next City Council Work Session is January 26, 2026 11. Adjourn Motion was made by Wolter, seconded by Lee, to adjourn at 6:59 p.m. Voice vote was taken on the motion. Ayes - Hellier, Bermel, Lee, Wolter Absent - Council Member Volk Respectfully Submitted, __________________________________ Ann Orlofsky, City Clerk ____________________________ Luke M. Heller, Mayor Page 11 of 301 MINUTES CITY COUNCIL WORK SESSION December 8, 2025 - 6:00 PM Lakeville City Hall, Marion Conference Room 1. Call to order, moment of silence and flag pledge Mayor Hellier called the meeting to order at 6:00 p.m. Members Present: Mayor Hellier, Council Members Bermel, Lee, Volk, Wolter Staff Present: Justin Miller, City Administrator; Julie Stahl, Finance Director; Joe Masiarchin, Parks & Recreation Director; Allyn Kuennen, Assistant City Administrator; Taylor Snider, Assistant to the City Administrator; Brad Paulson, Police Chief; Paul Oehme, Public Works Director; Tina Goodroad, Community Development Director 2. Citizen Comments None 3. Discussion Items a. Lake Marion Greenway Trail Update Parks and Recreation Director Masiarchin presented an update on the Lake Marion Greenway Trail. He broke down the updates section by section, explaining the changes and design for each segment, as well as the thought process behind the design for each section. Council asked how this may impact traffic at Ritter Park. It is expected to increase traffic when completed, but bikes will be held to paved trails only and not the hiking trails. b. Short-Term Rental Continued Discussion Community Development Director Tina Goodroad and Economic Development Manager Kati Bachmeyer presented an overview of an ordinance draft for short-term rentals in Lakeville that reflects requests from the July work session. Council found that this policy reaches a balance for homeowners to have the freedom to rent, but ensures safeguards are in place. They would also be in favor of creating an annual renewal fee. They also like the relationship they are able to have with companies like Airbnb and VRBO to ensure community safety. c. Local Affordable Housing Aid (LAHA) Page 12 of 301 City Council Work Session Minutes December 8, 2025 Page 2 Community Development Director Tina Goodroad presented an update to Council on the Local Affordable Housing Aid. Council let staff know that they are supportive of CDA and of funding construction costs. They would also like to save some dollars to support the Lewis house. Council also asked staff to find out how many households have been served. d. Waste Hauler Services Update Assistant Administrator Kuennen presented an update on Waste Hauler Services to the Council. Council discussed potential options for future service processes and asked staff to research options moving forward. e. 2026 Legislative Priorities Assistant to the City Administrator Taylor Snider presented the 2026 Legislative Priorities to Council. He highlighted the new additions to the document and what has been removed from the prior edition of the document. Council recommended two additions to the document. They also agreed that there is no need to invite our County, State, and Federal legislators to the next work session, as they have in the past. Council has a strong working relationship with the representatives for the City of Lakeville residents.. f. USA 250 Celebration Council discussed options on how to celebrate America 250. They discussed public art displays, collaboration with Pan-o-Prog, special banners and many more ideas to celebrate the 250th anniversary of the United States of America as a community. 4. Items for Future Discussion Council would like to discuss changing the meeting format and having shorter work sessions on normal meeting nights. 5. Committee/ City Administrator Updates City Administrator Justin Miller announced that we submitted our final request for $800k for the FiRST Center. Staff have also been interviewing candidates for the FiRST Center Manager position. 6. Adjourn Motion was made by Volk, seconded by Lee, to adjourn. Mayor Hellier adjourned the meeting at 7:27 p.m. Page 13 of 301 City Council Work Session Minutes December 8, 2025 Page 3 Respectfully Submitted, Taylor Snider, Assistant to the City Administrator Luke M. Heller, Mayor Page 14 of 301 Date: 1/5/2026 Supplemental Agreement with Stonebrooke Engineering for Professional Services for 215th Street and Utility Improvements from Kenrick Avenue to CSAH 70 Proposed Action Staff recommends adoption of the following motion: Move to approve Stonebrooke Engineering supplemental agreement for professional services for preliminary and final engineering of 215th Street and Utility Improvements from Kenrick Avenue to CSAH 70, City Project 26-09. Overview The City's adopted five-year Capital Improvement Plan (2026-2030) programs improvements to 215th Street from Kenrick Avenue (Dakota County State Aid Highway 5) to Juniper Way (Dakota County State Aid Highway 70). City Project 26-09 is designed to make safety improvements and provide for increasing traffic levels in conjunction with the anticipated/planned private development of adjacent parcels. Proposed improvements include a) the extension of public utilities (sanitary sewer, water, and stormwater management), and b) the reconstruction of 215th Street to a two-lane undivided roadway. Potential funding sources include special assessments and sanitary sewer, stormwater infrastructure and water trunk funds. The proposed project schedule is a) project design in Winter 2026, b) easement/right-of-way acquisition in Spring/Summer 2026, and c) construction in Fall 2026. Stonebrooke Engineering's supplemental agreement includes the scope of services and estimated cost to complete preliminary engineering, final design, right-of-way acquisition, and public engagement, and is subject to the Master Services Agreement dated September 20, 2021. Supporting Information 1. 2025.10.27 Stonebrooke Engineering Supplemental Agreement Financial Impact: $308,932.00 Budgeted: Yes Source: Multiple Sources Envision Lakeville Community Values: Design that Connects the Community Report Completed by: Alanna Sobottka, Civil Engineer Page 15 of 301 \\SEISRV\SBEServer\PROPOSALS\CITY\Minnesota\Lakeville\215th Street Paving & Utilities\P-002230_215th St Paving & Utilities FINAL.docx 1 October 27, 2025 Jonathan Nelson, PE Assistant City Engineer City of Lakeville 20195 Holyoke Avenue Lakeville, MN 55044 RE: Professional Services Contract 215th Street W Corridor Improvement Project Dear Mr. Nelson: Thank you for the opportunity to submit this scope of work and engineering fee proposal for the 215th Street W. Corridor Improvement Project. We understand the project will consist of reconstructing 215th Street W. from CSAH 70 (Juniper Way) to Kenrick Avenue with full-section with bituminous pavement. The project will convert the roadway from the existing gravel surface while maintaining a rural cross section. A major component of this project will also be extensions to existing sanitary and water mains to provide service connections for potential development. The water main will connect to an existing main near the Kenrick Avenue intersection, and the sanitary sewer will pass under I-35, ending near the Keokuk Avenue intersection. We understand that the City intends to utilize a combination of local trunk and bond funds as well as special assessments for the project, and the final plans and special provisions do not need to use Federal/State Aid processes. Our proposed hourly, not-to-exceed fee, can be found further in this proposal and is based on our understanding of the work required and as outlined in our proposal. See the enclosed cost proposal for a summary and detailed breakdown of tasks and associated costs, for both Stonebrooke Engineering and our subconsultants. We would be happy to discuss the details of this and answer any questions after you have a chance to review. Page 16 of 301 \\SEISRV\SBEServer\PROPOSALS\CITY\Minnesota\Lakeville\215th Street Paving & Utilities\P-002230_215th St Paving & Utilities FINAL.docx 2 Proposed Project Area (Google Earth 2025) Approach This section summarizes Stonebrooke’s proposed approach to the design services requested for this project. We understand the City of Lakeville wishes to have Stonebrooke commence engineering services in November 2025, with intent to complete final design in time for bidding early spring 2026. We will collaborate with you to finalize an acceptable detailed schedule after project authorization (appendix B contains our proposed schedule). Task 1 Project Management Our dedicated Project Manager, Jeremy Kaemmer, is fully prepared to manage internal staff and project delivery to deliver the tasks within scope, on time, within budget, meeting City of Lakeville and industry standards of care, and in coordination with the City. Supporting Jeremy in oversight responsibility on this project will be our project principal Tyler Newhall and Lead Engineer, Maddie Marschall. Our team will work in partnership with the County, City, MnDOT and other key project stakeholders to ensure delivery of the most responsible, efficient, and cost-effective solutions for this project. Tasks will include: · Set up recurring phone calls with the City representative to provide updates of the work and discuss ongoing challenges or potential issues. Includes four (4) monthly PMT meetings, one (1) hour each, and eight (8) hours for weekly check-ins. · Two (2) formal meetings at City offices. Stonebrooke will coordinate with the City (and MnDOT/County representatives, if needed), but we believe the most appropriate time would be project kickoff and after preliminary plans (30%) submission, to discuss the plan set and stakeholder feedback. · Prepare and maintain a mutually agreed upon detailed schedule for all tasks and subtasks. Appendix B: Schedule contains a draft schedule for reference. · Submit monthly invoices with labor hours broken down by task and progress status reports with each invoice. · Coordinate with project subconsultants Braun Intertec (geotechnical investigation), and Acquisition Allies (Property Acquisition) throughout the duration of the project to ensure timely deliverables that meet the County’s needs. Page 17 of 301 \\SEISRV\SBEServer\PROPOSALS\CITY\Minnesota\Lakeville\215th Street Paving & Utilities\P-002230_215th St Paving & Utilities FINAL.docx 3 Task 2 Stakeholder Coordination The project limits for the corridor improvements include portions in Dakota County and MnDOT right-of- way. Coordination efforts with these agencies will be necessary and Stonebrooke expects to help lead this coordination for the City. We recommend reaching out to individual property and business owners within the project area, including the prospective developers, to determine access and staging needs for the corridor. One (1) open house will be held for property and agency stakeholders to consolidate coordination and communication amongst interested parties. Our team would prepare an informational postcard to be mailed to make the public aware of this open house. We assume at this time the City would print and mail these postcards, and complete any other public notifications. Task 3 Topographic and Right-of-Way Survey Lance Frost will lead all the Survey team, and we will perform a Topographic and Utility Survey. The topographic survey will locate physical features; roadway centerline, edge of pavement, paved drives, culverts, storm intakes, access structures, signs, utility valves, telephone pedestals, located utilities, and other elements of pertinence within the project area. Data along linear features have a maximum 50-foot interval. The Stonebrooke Engineering survey team will establish the existing ROW for use in determining necessary permanent and temporary property acquisitions. Our survey team will perform required research using City/Couty/State property records and identify/locate relevant physical markers, where possible, when performing survey duties to accurately delineate existing right-of-way as well as establish parcel boundaries and ownerships for this project. We have identified eleven (11) parcels within the project area on the east side of I-35 and five (5) west of I-35 with potential impacts by this project, subject to City direction and design decisions. Deliverables: · Full topographic and utility survey of all features to about 200’ beyond the project description’s limits. · Gopher State One Call utility field markings. · Digital Terrain Model & Final Survey Data in Dakota County Coordinate System, provided in Lakeville staff’s preferred digital format. · Property base map of the project corridor that includes the existing road right-of-way, easements, and adjoining property boundaries. Task 4: Right-Of-Way Services The Stonebrooke Engineering team will determine necessary permanent and temporary property acquisitions. Our team will propose the necessary acquisitions to City staff, including final parcel sketches and legal descriptions for up to three (3) parcels, but not including any eminent domain or condemnation services. The cost proposal includes supplemental additional services for right-of-way and easement negotiation/acquisition services. Our subconsultant partner Acquisition Allies will provide the required services, should the City request them. For cost-estimating purposes we again assume three (3) properties Page 18 of 301 \\SEISRV\SBEServer\PROPOSALS\CITY\Minnesota\Lakeville\215th Street Paving & Utilities\P-002230_215th St Paving & Utilities FINAL.docx 4 will require acquisition services. If more than three properties require these services, we have included a per parcel cost for any additional parcels. Task 5 Geotechnical Services Stonebrooke will partner with subconsultant Braun Intertec to provide required geotechnical services. Braun will lead the collection and reporting of geotechnical information. A separate document contains a detailed proposal to complete this work, including supplemental additional services from our subconsultant. Before beginning boring work, Stonebrooke will confirm the proposed locations with the City. After collecting this information, Braun will perform laboratory testing and prepare a written report with recommendations. The analysis will include recommendations for any necessary soil correction as well as recommended R-value and pavement design recommendations. We propose ten (10) soil borings, eight (8) will be 10’ deep and located along the main corridor, and two (2) will be at 20’ depth near the potential boring pit locations on either side of I-35. Deliverables: · Outline of the process selecting soil boring/sample site locations. · Detailed maps showing the locations of soil boring/sample sites. · Temporary traffic control & permits · Soil Boring field work and Boring logs. · Estimated seasonal high-water level. · Double ring infiltrometer test results. · Laboratory test results. · Final geotechnical & pavement design report. Task 6 Environmental Support Services We understand the City is actively performing wetland delineations. Jessica Griffin will perform a desktop review of environmental resources and provide recommendations for further investigation, if necessary. Stonebrooke assumes that environmental impacts and concerns will be minimal, however, we have provided cost estimates for additional optional supplemental services for Environmental Site Assessments (ESA), provided by our geotechnical subconsultant Braun Intertec. Page 19 of 301 \\SEISRV\SBEServer\PROPOSALS\CITY\Minnesota\Lakeville\215th Street Paving & Utilities\P-002230_215th St Paving & Utilities FINAL.docx 5 Task 7 Utility Design & Coordination Stonebrooke will: · Obtain utility maps through the Gopher State One Call process as part of the preliminary design. · Compare maps to field locates obtained during the topographic survey and ensure it reflects the existing condition correctly. · Host one (1) virtual utility coordination meeting near the completion of preliminary design (30%). This will ensure utility owners are aware of the project. · Identify conflicts with existing utilities and proposed improvements and show these in the plan set. · Review the final utility relocation plans prior to permit approval. After we have reviewed relocation plans we assume that these plans will be submitted to the City for approval, at which time the City will assume utility coordination responsibility as the project moves to construction. · We assume no additional street lighting or utility work. · We assume no utility tabulations in the planset. Conflicts will be identified with bolded lines in the inplace utility plansheets. Task 8 Preliminary Design (30%) Part of the project kickoff will include a site visit and field walk with City Staff to identify key issues and constraints for the project and to build a shared understanding that the preliminary design will incorporate. This site visit meeting will be led by our Project Manager, Jeremy. We will establish the existing alignment and profile for the 215th Street W corridor. We will then refine the proposed horizontal geometrics for the project, based on any challenges we discover as we are setting the vertical design. We will perform intersection, and driveway checks to ensure the project will not negatively impact adjacent entrances and roadways. We assume the roadway will be 24’-wide bituminous pavement with 5’-wide paved shoulders and 1’ aggregate edge-control. We understand the corridor improvements will not include any bicycle or pedestrian facilities. Utility improvements will include 16” water main and 10” trunk sanitary sewer including trenchless construction across I-35. Preliminary utility design will include plan and profile sheets suitable for review of conflicts but will not include capacity or size analysis, assumed already performed by City. At the conclusion of preliminary design, we expect to have preliminary construction limits suitable for determining the preliminary proposed right of way and construction easement acquisitions as well as identify impacted utilities. Page 20 of 301 \\SEISRV\SBEServer\PROPOSALS\CITY\Minnesota\Lakeville\215th Street Paving & Utilities\P-002230_215th St Paving & Utilities FINAL.docx 6 Task 9 Stormwater Management Analysis Our team will complete a stormwater design in compliance with County, City, MnDOT State Aid, and Vermillion River Watershed standards. Additionally, we assume that stormwater water quality treatment will be required on this project to comply with MS4 permit and Vermillion River Watershed requirements. We assume that water quality treatment of stormwater runoff required for this corridor will consist of infiltration swales within the existing right of way. Jessica Griffin and our water resources team will perform a preliminary drainage and hydraulic analysis, which will include initial swale sizing and determining ditch grades to meet project water quality treatment needs. Soils anticipated on the project site are classified as Type A and B and will be confirmed with soil borings to ensure the feasibility of infiltration swales. This detail of design will assist in providing an understanding of construction limits. Final stormwater design will include hydrologic and hydraulic modeling for the existing and proposed conditions. Final design of the infiltration swales and details will be provided in the construction plans. The driveway/field entrance culverts within the corridor will be designed and sized appropriately to accommodate the entrance replacement geometry and meet City design standards. The West Branch South Creek and its floodplain are located near the east end of the project limits. It is assumed that there will be no impact to the creek or the floodplain with the project work. We anticipate that the roadway work near the floodplain will be limited to the roadway surface and will not include any fill in the floodplain. Deliverables: · Existing and proposed drainage area map/roll plot that includes layout for stormwater management features. · Hydrologic and hydraulic modeling for existing and proposed conditions. · Drainage memo summarizing approach. Task 10 Preliminary Engineering & Feasibility Report Following preliminary design Stonebrooke will provide an initial feasibility report and preliminary roll plot layout with construction limits and profile. The report will include a preliminary construction cost estimate as well as identify property impacts and potential acquisition needs. Dave Hutton will oversee our team creating a preliminary assessment roll and feasibility report using the City’s existing special assessment policy and methodology. Page 21 of 301 \\SEISRV\SBEServer\PROPOSALS\CITY\Minnesota\Lakeville\215th Street Paving & Utilities\P-002230_215th St Paving & Utilities FINAL.docx 7 Task 11 Final Design Services Utilizing the approved layout, we will prepare 60%, 90%, and Final construction plans and documents for review. Stonebrooke will complete all documents in accordance with the current City of Lakeville and State Aid design standards. Our plans will include traffic control and staging designs. We assume this project will not require a formal detour route, and that the contractor will be responsible for developing plans during construction to maintain access to abutting property owners. Stonebrooke will prepare detailed construction cost estimates at each milestone. We will also prepare a complete specification package, including all applicable special provisions and necessary documents for use in bidding. We plan for QA/QC checks at all submittals consistent with Stonebrooke’s Quality Management Plan under Task 1. Deliverables: · 60, 90, and 100 percent cost estimates · 60, 90, and 100 percent plans (30 percent covered in task 8) · Final Project Manual (including Final Plans and Specifications at the 90 and 100 percent level) · Final drainage design, drainage maps, hydraulic reports, hydraulic modeling, and all associated calculations. · Final Roadway design, including cross sections and geometric staking information. · Final Utility design for water main, sanitary sewer, and identify required 3rd-party relocations. · Excel files · All project correspondence, emails, and project related files in pdf format for archival by City of Lakeville. Task 12 Permitting Services Stonebrooke will assist the city in preparing and submitting necessary permits. We assume the following required Permits: · NPDES Permit –We will start the permit through MPCA and provide a reference number to the Contractor to finalize and secure the permit. · Department of Health Water Main Permit – We will prepare this permit and provide it to the City for application and payment of fees. · MPCA Sewer Extension Permit · Wetland Permitting – We understand that the City does not expect wetland impacts and therefore have not included related permitting in this scope of services. We also assume there will be no permitting required through the SWCD. Page 22 of 301 \\SEISRV\SBEServer\PROPOSALS\CITY\Minnesota\Lakeville\215th Street Paving & Utilities\P-002230_215th St Paving & Utilities FINAL.docx 8 · MnDOT permit to cross I-35 with sanitary sewer. Assumes trenchless installation Task 13 Bidding Phase Services Stonebrooke will support the City bidding the project for construction. We assume the City will solicit bids and advertise the project, collect, and open them. We will: · Answer questions from prospective bidders. · Prepare Addendum materials, as necessary. · Compile a bid tabulation and recommendation of award. Task 14 Construction Services We understand that the City does not wish to contract for construction administration or inspection support, at this time, and that the City will negotiate such services under a new contract or as an amendment to this proposal. Page 23 of 301 \\SEISRV\SBEServer\PROPOSALS\CITY\Minnesota\Lakeville\215th Street Paving & Utilities\P-002230_215th St Paving & Utilities FINAL.docx 9 Key Personnel The following summarizes the background of the key personnel proposed to work on the 215th Street W Corridor Improvement Project. Please see the project examples section for an explanation of recent and relevant project examples completed by these project team members. Tyler Newhall, PE - Project Principal Tyler has over 25 years of experience in the design, management, and construction of multi-million dollar transportation and municipal projects. His expertise includes project management, roadway and utility design and construction, specifications, cost estimates, public involvement, permitting and environmental documentation. Tyler worked as a civil construction manager for nearly 10 years, where he gained experience in the design and construction management of a large variety of projects (federal aid, municipal aid, county state aid, MCES, and local/municipal). This experience has provided him with a keen understanding of what is necessary to provide and develop a high quality design that can be smoothly carried through to construction. Jeremy Kaemmer, PE, AICP – Project Manager Jeremy is an engineer/planner with 12 Years experience developing a diverse background in municipal engineering, planning, and design. He leverages his urban planning background to uniquely combine design expertise with the forward-thinking required for communities of all kinds. He has developed comprehensive plans, performed NEPA- compliant environmental studies, contributed to strategic development plans, completed corridor assessment studies, and used his modeling and data analysis expertise to develop award-winning pavement studies. Maddie Marschall, PE - Lead Engineer Maddie has over 8 years of experience working as a design and project engineer with the Stonebrooke team. Her expertise working on projects for counties, cities, and MnDOT includes preparing cost estimates, preliminary layouts, and construction plans. Maddie has served as the lead designer on a number of challenging transportation projects, including numerous recent projects in Lakeville, and has expertise in roadway design and corridor modeling. She specializes in urban and suburban reconstruction and rehabilitation projects which include water and sanitary sewer improvements, fitting the roadway design to the site specific constraints. Page 24 of 301 \\SEISRV\SBEServer\PROPOSALS\CITY\Minnesota\Lakeville\215th Street Paving & Utilities\P-002230_215th St Paving & Utilities FINAL.docx 10 Lance Frost, LS – Survey Lead Lance’s 26 years of experience includes work on ALTA/NSPS Land Title, Topographic, Boundary, Right of Way, Easement, and Engineering Design surveys. He has served as Survey Manager, Project Surveyor, and Survey Crew Chief. Lance’s skills and project understanding have allowed him to manage many survey projects for Stonebrooke and efficiently perform tasks. These tasks include scheduling and directing the work of Survey Technicians, researching land title records, performing calculations for staking and boundary determinations, and drafting survey drawings and property descriptions. Jessica Griffin, PE - Water Resources/Environmental Lead Jessica has 8 years of experience focused on water resources for a wide variety of transportation and water resource projects. As Stonebrooke’s drainage design lead on projects, she oversees plan production, preliminary and final design, and drainage design, including storm sewer, filtration and infiltration basins and swales, wet ponds, stormwater BMPs, culverts, and water resources permitting. She is proficient in the use of MicroStation, GEOPAK V8i, OpenRoads Designer, and HydroCAD, and the use of HEC-RAS for stream/waterway hydraulics for bridge and box culvert projects. Jake Stuebe, PE – Project Engineer Jake has 3 years of experience specializing in roadway design and corridor modeling. In recent years, Jake has been instrumental in assisting our team in delivering large and challenging city county corridor projects, including a number of projects in Lakeville. In addition to his preliminary design experiences, he has also developed significant experience in final design, traffic control design, cost estimating, and environmental documentation. Dave Hutton, PE – Feasibility & Assesments, Trenchless Installations, QA/QC Dave has over 37 years of experience in Minnesota’s municipal industry, including 13 years as Public Works Director/City Engineer for Shakopee and Savage. He’s spent the last 25+ years in consulting, managing infrastructure projects, streets, utilities (including trenchless rehab), parks, trails, and stormwater—from planning through construction. He’s served cities like Northfield, Minnetrista, and Circle Pines, and is well- versed in funding sources such as State Aid, Federal and County agreements, and Special Assessments. Dave is a member of the Minnesota Chapter of APWA, and served as president in 2010. He is also a former member of the MnDOT Local Road Research Board and was the City Engineers Association of Minnesota legislative chair for 10 years. Page 25 of 301 \\SEISRV\SBEServer\PROPOSALS\CITY\Minnesota\Lakeville\215th Street Paving & Utilities\P-002230_215th St Paving & Utilities FINAL.docx 11 Proposed Fee Our proposed hourly, not-to-exceed fee is included at the end of this proposal document, and is based on our understanding of the work required and as outlined in our proposal. Should the City, Stonebrooke, or other stakeholders identify necessary work beyond these tasks and fees, we will work with the City of Lakeville on a mutually agreed upon fee for completing that work. We appreciate your consideration of our proposal and welcome the opportunity to discuss specifics. Please contact me with any questions or concerns you may have regarding our proposal. Sincerely, Tyler Newhall, PE Stonebrooke Engineering Page 26 of 301 \\SEISRV\SBEServer\PROPOSALS\CITY\Minnesota\Lakeville\215th Street Paving & Utilities\P-002230_215th St Paving & Utilities FINAL.docx 12 Appendix A: Project Examples These are recent project examples that provide a good cross section of relevant engineering services that have been executed by our key team members working on/leading this project. If requested, we would be happy to provide additional project examples (both completed in and outside of the City of Lakeville). 190th Street Reconstruction Project Type: Urban Reconstruction Services Provided: Preliminary Design, Final Design, Water Extension, Dakota County Coordination, Surveying Location: Lakeville, Minnesota Client: City of Lakeville Client Contact: Zach Johnson, PE (City Engineer), 952.985.4501, zjohnson@lakevillemn.gov Estimated Construction Cost: $1.5M Funding: Local Project Manager: Tyler Newhall Stonebrooke was selected by the City of Lakeville to provide preliminary design, detail design, and survey services for the reconstruction of 190th Street from Dodd Blvd (CSAH 9) to Holyoke Avenue. This included the upgrade of 190th Street from a gravel road to a major collector urban roadway and widening both Dodd and Holyoke to accommodate turn lanes and bypass lanes. This project included full roadway reconstruction, storm sewer, and construction of a 16" DIP watermain. Stonebrooke also performed the construction staking on the project. Page 27 of 301 \\SEISRV\SBEServer\PROPOSALS\CITY\Minnesota\Lakeville\215th Street Paving & Utilities\P-002230_215th St Paving & Utilities FINAL.docx 13 CSAH 13 Reconstruction Project Type: Urban Reconstruction Services Provided: Public Outreach, Preliminary Design, Final Design, Construction Inspection and Administration, Surveying, Sanitary and Water Utility Reconstruction Location: Waseca, MN Client: Waseca County Client Contact: Mark Duchene, (507) 333-0360, mduchene@ci.faribault.mn.us (previously at City of Waseca) Estimated Construction Cost: $4 Million Funding: State Aid Project Manager: Tyler Newhall Stonebrooke provided public outreach, preliminary design, final design, surveying and staking, and construction inspection services on the CSAH 13 Reconstruction Project in Waseca, MN. This project involved nearly one mile of full roadway, utility (sanitary sewer and watermain) reconstruction, and 2 blocks of mill and overlay. This project is in a main residential district, and we worked closely with residents throughout the design and construction process. In addition, we prepared a feasibility report with detailed cost estimates for the City to use in assessment hearings. Our public outreach on this project included planning and facilitating two public meetings, presenting at two Waseca City Council meetings, and several meetings with private utilities and property owners. Our outreach materials included project layouts, mailings, e-newsletters, a project website, and comprehensive PowerPoint presentations for local agencies and the public. A key project challenge was working adjacent to Loon Lake, which added environmental concerns and access challenges. Page 28 of 301 \\SEISRV\SBEServer\PROPOSALS\CITY\Minnesota\Lakeville\215th Street Paving & Utilities\P-002230_215th St Paving & Utilities FINAL.docx 14 CSAH 19 Reconstruction Project Type: Urban and Rural Reconstruction Services Provided: Preliminary and Final Design Project Status: Design completed fall 2025, construction 2026 Location: Lindstrom/Chisago City Client: Chisago County Client Contact: Ben Hobert, 651-213-8723, Ben.Hobert@chisagocountymn.gov Construction Cost: $8.2 Million Funding: Federal Aid, HSIP, CRP, TA Project Manager: Tyler Newhall Stonebrooke provided preliminary and final design services for the reconstruction of CSAH 19 from CSAH 34 (Lofton Ave) to CSAH 14 (Lincoln Rd) in 2025. The portion of CSAH 19 to be reconstructed had an existing width of 32 feet (including 2-foot aggregate shoulders). The roadway was reconstructed with a minimum 40-foot top width (including 2-foot aggregate shoulders) and a ten-ton pavement design within the existing right-of-way corridor. Certain locations had curb and gutter that were maintained, and curb and gutter were added to select locations. In-slope grading was minimized to maintain ditches and minimize right-of-way impacts. A roundabout was designed at CSAH 19 and CSAH 34 intersection and right and left turn lanes added at all side streets. We completed the preliminary drainage design and storm water modeling for the corridor, resulting in 2 stormwater treatment basins. A conceptual geometric layout was developed for County review and approval. The final approved layout served as the basis for the preliminary design. The project also included various watermain connections and extensions. We developed alignments, profiles, and cross- sections, which were used to establish the preliminary construction limits for the project Our team completed the final design using the final, approved layouts developed in the preliminary design stage. Construction plans and specifications were developed in accordance with State Aid and County Standards. We also prepared a detailed construction cost estimate and special provisions, which are included in our final plan submittal. Page 29 of 301 \\SEISRV\SBEServer\PROPOSALS\CITY\Minnesota\Lakeville\215th Street Paving & Utilities\P-002230_215th St Paving & Utilities FINAL.docx 15 210th Street and Lakeville Boulevard Improvement Project Project Type: Urban Reconstruction Services Provided: Topographic Surveying, Public Outreach, Traffic Study, Feasibility Study, Preliminary Design, Final Design, Construction Survey, Construction Inspection Location: Lakeville, MN Client: City of Lakeville Client Contact: Zach Johnson, 952-985-4501, zjohnson@lakevillemn.gov Funding: State Aid, Local Agency, Special Assessments Project Principal: Tyler Newhall This project included the reconstruction of 210th Street between Kensington Boulevard and Holyoke Avenue (2 miles) and the rehabilitation of 210th Street and Lakeville Boulevard from Holyoke Avenue to Cedar Avenue (CSAH 23). The roadway provides important access to Lakeville South High School, residential districts, downtown Lakeville, Fairfield Business Park, and the Airlake Industrial Park. The project addressed multimodal deficiencies along the corridor and improved access to schools, parks, and downtown Lakeville destinations. We also enhanced roadway operations and provided for increasing traffic levels with the addition of a roundabout at Dodd Boulevard. 210th Street was a narrow rural section with steep slopes on each side of the road, with multiple residential properties either backing up to the road or directly adjoining it. We worked with the City of Lakeville to optimize a typical section that increased safety by introducing a center left turn lane and provided a grade-separated trail with varying boulevard widths and slopes. Trails were added on both sides of the roadway through the reconstruction area, providing key connections to downtown Lakeville destinations. Within the rehabilitated areas, we were able to add trails while keeping the existing curb in place and accommodating drainage. With several properties having driveway access directly on 210th Street, getting the right design was important to limit right-of-way impacts and ensure we were not creating drainage problems or steepening Page 30 of 301 \\SEISRV\SBEServer\PROPOSALS\CITY\Minnesota\Lakeville\215th Street Paving & Utilities\P-002230_215th St Paving & Utilities FINAL.docx 16 their driveways. Throughout the project, our team kept the public up to date through our public engagement process and meeting with property owners during right-of-way negotiations. Appendix B: Schedule This draft schedule assumes 2-week turnaround on any agency reviews and prompt responses from any stakeholders or utility owners. Field work and all subsequent design is dependent on permissible weather for field work such as topographic and utility survey. All dates are approximate and based on receiving notice to proceed November 4th, 2025. Task Item Approx. Completion Date NTP --- 11/4/2025 Project Management & Stakeholder Coordination Task 1 & 2 11/4/2025 - 5/14/2026 Kickoff Meeting Task 1 11/11/2025 Open House Task 2 1/13/2026 Survey Task 3 11/11/2025 - 11/26/2025 Right-of-Way Services Task 4 1/19/2026 - 4/10/2026 Geotechnical Services Task 5 12/1/2025 – 1/6/2026 Environmental Support Services (as needed) Task 6 12/1/2025- 2/19/2026 Utility Design & Coordination Task 7 11/11/2025 - 5/1/2026 Stormwater Management Analysis Task 9 12/1/2025 – 1/16/2025 Preliminary Engineering (30%) & Feasibility Report Task 8 & 10 11/11/2025 - 1/16/2026 Utility Meeting Task 7 1/27/2026 Final Design Submittal (60%) Task 11 2/27/2026 Final Design Submittal (90%) Task 11 4/1/2026 Final Design Submittal (100%) Task 11 4/24/2026 Permitting Task 12 4/24/2026 - 5/14/2026 Advertisement and Bidding Task 13 5/7/2026-6/4/2026 Page 31 of 301 CLIENT: City of LakevillePROJECT: 215th St Paving & UtilitiesCONSULTANT: Stonebrooke Engineering, Inc. Task No. Work Task DescriptionTASK 1.0 Project Management 15 50 4 20 2 0 0 0 0 0 0 0 6 $17,867.00TASK 2.0 Stakeholder Coordination 4 21 0 7 0 0 0 0 8 8 0 0 2 $8,286.00TASK 3.0 Topographic and Right-of-Way Survey 0 1 0 0 0 0 0 40 0 16 110 16 0 $28,813.00TASK 4.0 Right-of-Way Services (assumes 3 parcels) 0 50 0 2 0 0 12 0 10 0 0 0 $4,311.00TASK 5.0 Geotechnical Services 0 2 0 5 0 0 0 0 0 0 0 0 0 $1,121.00TASK 6.0 Environmental Support Services 0 2 2 0 0 0 0 0 0 0 0 0 0$678.00TASK 7.0 Utility Design & Coordination 0 10 0 0 18 28 0 0 0 4 00 0 $7,076.00TASK 8.0 Preliminary Design (30%) 4 48 4 40 115 151 0 0 0 157 0 0 0 $61,097.00TASK 9.0 Stormwater Management Analysis 0 0 20 0 0 0 52 0 0 2 00 0 $9,206.00TASK 10.0 Preliminary Engineering & Feasibility Report 0 44 0 56 16 8 0 8 0 4 0 0 2 $21,110.00TASK 11.0 Final Design Services (60%, 90%, 100%) 8 73 34 36 194 168 100 0 2 118 0 0 0 $88,891.00TASK 12.0 Permitting 0 4 2 0 14 0 2 0 0 0 0 0 4 $3,188.00TASK 13.0 Bidding Phase Services 0 6 0 4 10 0 0 0 0 0 0 0 1 $2,903.00TOTAL HOURS31 266 66 168 371 355 154 60 10 319 110 16 15AVERAGE HOURLY RATE$287.00 $183.00 $156.00 $151.00 $111.00 $101.00 $113.00 $177.00 $152.00 $105.00 $145.00 $245.00 $91.00TOTAL LABOR COST$8,897.00 $48,678.00 $10,296.00 $25,368.00 $41,181.00 $35,855.00 $17,402.00 $10,620.00 $1,520.00 $33,495.00 $15,950.00 $3,920.00 $1,365.00$254,547.00$1,500.00$12,985.00$269,032.00$11,900.00$12,000.00$4,000.00$12,000.00Optional service #1 - Phase I ESA ( Braun Intertec)Optional service #2 - Acquisition & Property Negotiation Support by Acquisition Allies (For 3 Parcels needing full acquisition services - assumes/includes MDA valuations as we assume condemnation is not an option with this schedule)Total CostOptional service #4 - Appraisals, to supplement the acquisition process for 3 Parcels. Optional service #3 - Acquisition & Property Negotiation Support (Cost per parcel for any parcels over 3 needing full acquisition services - assumes/includes MDA valuations as we assume condemnation is not an option with this schedule)TOTAL PROPOSED PROJECT FEE EXPENSES (printing, plan set, mileage, NPDES permit fee etc.)Project ManagerWater Resources EngineerDesign Technician ClericalSUBCONSULTANT - Braun Intertec Geotechnical ServicesWater Resources Design EngineerCOST PROPOSAL215th St Paving & UtilitiesCity of LakevilleDesign EngineerSr. CADD TechnicianRLSProject Principal Lead EngineerOne-Person Survey CrewTwo-Person Survey CrewProject EngineerPage 32 of 301 CLIENT:City of LakevillePROJECT:215th St Paving & UtilitiesCONSULTANT: Stonebrooke Engineering, Inc. Task No.Work Task DescriptionTASK 1.0 Project Management1.01Project Administration/Coordination6246361.02Monthly Invoicing with Project Status Report Attached441.03Subconsultant Management42281.04Client Meetings (4) Monthly PMT Meetings, (16) Weekly Check-ins, Kickoff, (3) Plan Reviews52042049SUBTOTAL HOURS - TASK 1.0155042020000000697TASK 2.0 Stakeholder Coordination2.01Stakeholder Meetings (1 Virtual meeting each with MnDOT and County)2153202.02Property & Business Owner Outreach (Open House, with postcard)26488230SUBTOTAL HOURS - TASK 2.04210700008800250TASK 3.0 Topographic and Right-of-Way Survey3.01Topographic Survey1101690161333.02Right-of-Way Survey302050SUBTOTAL HOURS - TASK 3.0010000040016110160183TASK 4.0 Right-of-Way Services (assumes 3 parcels)4.01Determine Preliminary Right of Way Acquisition Limits for City Approval22484.02Create Parcel Sketch Drawings (Assumes 3 Acquisition Parcels)664.03Obtain O&E Title Reports, Provide Copies to City (Assumes 3 Acquisition Parcels)664.04Create Legal Descriptions of Proposed R/W (Assumes 3 Acquisition Parcels)664.05Subconsultant Services - Coordinate Appraisals and Negotiation with Landowners114.06Create Easement Documents to be Signed by Landowners and Recorded22SUBTOTAL HOURS - TASK 4.005002001201000029TASK 5.0 Geotechnical Services5.01Subconsultant Geotechnical Services (Braun Intertec)257SUBTOTAL HOURS - TASK 5.002050000000007TASK 6.0 Environmental Support Services6.01Subconsultant 224SUBTOTAL HOURS - TASK 6.002200000000004TASK 7.0 Utility Design & Coordination7.01Coordination with utility companies and Verify Existing Utilities4820327.02Identify utility impacts in plan set244107.03Virtual utility coordination meetings (assume 1)22267.04Review relocation plans for impacted facilities244212SUBTOTAL HOURS - TASK 7.0010001828000400060TASK 8.0 Preliminary Design (30%) 8.01Establish Alignment and Profile4832448.02Intersection & Driveway Checks4168288.03Devleop Preliminary Corridor Model and Establish Preliminary Construction Limits21025404818.04Title Sheet/CAD Start Up Coordination11138.05General Layout1458.06Typical Sections 281610368.07Existing Topo and Utility Plans, Including Utility Relocations/Impacts (assume 100 scale)22416248.08Removal Plans (assume 100 scale)24816308.09Alignment Plan and Tabulations 22488.10Roadway Plan & Profile Sheets (assume 100 scale plan profile sheets)84034828.11Preliminary Traffic Control44204328.12Water Main and Sanitary Sewer Design & Plan Sheets103040808.13Cross Section Sheets241212308.1430% Plan Submittal2482168.15Submittal to MnDOT and County for Review (to obtain preliminary comments)442108.16Quality Control Plan Review4610SUBTOTAL HOURS - TASK 8.0448440115151000157000519TASK 9.0 Stormwater Management Analysis9.01Existing and Proposed Drainage Map/Roll Plot6162249.02Hydrologic and Hydraulic modeling82432DETAILED COST ESTIMATEESTIMATED PERSON-HOURS AND FEES215th St Paving & UtilitiesCity of LakevilleTotalsWater Resources EngineerRLSLead EngineerProject EngineerProject PrincipalClericalProject ManagerOne-Person Survey CrewTwo-Person Survey CrewDesign TechnicianSr. CADD TechnicianDesign EngineerWater Resources Design Page 33 of 301 CLIENT:City of LakevillePROJECT:215th St Paving & UtilitiesCONSULTANT: Stonebrooke Engineering, Inc. Task No.Work Task DescriptionDETAILED COST ESTIMATEESTIMATED PERSON-HOURS AND FEES215th St Paving & UtilitiesCity of LakevilleTotalsWater Resources EngineerRLSLead EngineerProject EngineerProject PrincipalClericalProject ManagerOne-Person Survey CrewTwo-Person Survey CrewDesign TechnicianSr. CADD TechnicianDesign EngineerWater Resources Design 9.03Drainage Memo/Report61218SUBTOTAL HOURS - TASK 9.000200005200200074TASK 10.0 Preliminary Engineering & Feasibility Report10.01Feasibility Report244026610.02Assessment Roll1616844410.03Preliminary Construction Cost Estimate416828SUBTOTAL HOURS - TASK 10.00440561680804002138TASK 11.0 Final Design Services (60%, 90%, 100%) 11.01Perform any design modifications for changes required from preliminary design (30%)8202811.02Statement of Estimated Quantities8122011.03Soils and Construction Notes, Standard Plates and Tab Index121411.04Typical Sections 24882211.05Quantity Tabulations21240106411.06Earthwork Tabulations6611311.07Miscellaneous Details441911.08Standard Plans112411.09Existing Topo and Utility Plans, Including Utility Relocations/Impacts (assume 100 scale)6441411.10Removal Plans (assume 100 scale)28462011.11Alignment Plan and Tabulations 21311.12Roadway Plan & Profile Sheets (assume 100 scale plan profile sheets)2161684211.13Drainage Plans and Tabs (no profiles needed for culverts)112132285611.14Turf Establishment and Erosion Control Plan61642611.15Entrance culvert detailed layouts/length determination (Assume 7 entrance/side street culverts, no CL culverts)2161811.16Treatment Swale Design and Details8243211.17Water Main and Sanitary Sewer Design & Plan Sheets41682811.18Traffic Control 181683311.19Cross Section Sheets881611.20Pavement Marking and Signing Plan242884211.21Pavement Marking and Signing Details24611.22SWPPP 24611.23Division S, ST, and Project Manual Assembly (at 90 and final submittal) 484345011.24Construction Cost Estimate (at 60, 90, 100 submittals)28122211.2560% Plan Submittal46421611.26Address 60% Plan Set Submittal Comments4464483011.2795% Plan Submittal46421611.28Address 95% Plan Set Submittal Comments284282411.29Address any Final Plan and Spec Comments Prior to Bidding266282411.30Quality Control Plan Reviews (60, 95, 100)4242811.31Create finished surface model for use in contractor grading during construction141217SUBTOTAL HOURS - TASK 11.0873343619416810002118000733TASK 12.0 Permitting12.01MPCA Sewer Extension Permit42612.02DOH Water Main Permit121412.03NPDES Permit (fee included in expenses)1221612.04MnDOT ROW Permit for Trenchless Construction2810SUBTOTAL HOURS - TASK 12.00420140200000426TASK 13.0 Bidding Phase Services13.00Address any necessary Addendum1461113.01Answer Bidding Questions4413.02Bid Tabs & Recommendation1416SUBTOTAL HOURS - TASK 13.00604100000000121Page 34 of 301 October 24, 2025 Jeremy Kaemmer, PE AICP Stonebrooke Engineering, Inc. 12279 Nicollet Avenue Burnsville, MN 55337 Re: Proposal for a Geotechnical Evaluation and Phase I ESA City of Lakeville 215th Street Reconstruction 215th Street from CSAH 70 to I-35 Lakeville, Minnesota Dear Mr. Kaemmer: Braun Intertec Corporation (Braun Intertec) submits this proposal to complete a geotechnical evaluation and Phase I ESA for the City of Lakeville 215th Street Reconstruction at the referenced site. Project Information Per our discussions with you, we understand the proposed project will consist of converting roughly 3,800 feet of 215th Street from CSAH 70 to Kenrick Avenue from aggregate surfacing to bituminous pavement. We understand the project will include new water and sanitary utility likely utilizing open cut methods throughout the roadway alignment. In addition, we understand utilities will be extended below I-35 using trenchless excavation methods. We do not anticipate the reconstructed roadway will include embankment widening for shoulders or lane extensions. 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 215th Street and utility installation. The purpose of our Modifled Phase I Environmental Site Assessment (ESA) will be to serve as a cost-effective environmental screening tool to identify, to the extent possible, existing sources of contamination (based on present or former uses) at locations that could impact project construction. In addition to the Modifled Phase I ESA, the purpose of the proposed Environmental Screening and Sampling task will be to obtain environmental data for the in-place soil and ground water within the Project corridor, during the geotechnical evaluation, in order to assess management options and determine the need for additional investigation and regulatory coordination. Page 35 of 301 Stonebrooke Engineering, Inc. City of Lakeville 215th Street Reconstruction October 24, 2025 Braun Intertec Page 2 Geotechnical Scope of Services We propose the following tasks to help achieve the stated purpose. If we encounter unfavorable or unforeseen conditions during the completion of our tasks that lead us to recommend an expanded scope of services, we will contact you to discuss the conditions before resuming our services. Site Access It appears the proposed roadway borings will be accessible to a truck drill rig, however borings near the proposed directional drilling areas near I-35 will require an all-terrain vehicle (ATV) drill rig. We assume there will be no cause for delays in accessing the exploration locations. We are not including tree clearing, debris or obstruction removal, grading of navigable paths, or snow plowing. Depending on access requirements, ground conditions or potential utility confiicts, our fleld crew may alter the exploration locations from those proposed to facilitate accessibility. Our drilling activities may also impact the vegetation and may rut the surface to access boring locations. Restoration of vegetation and turf is not part of our scope of services. Staking We will stake prospective subsurface exploration locations, as selected after consultation with you, and obtain surface elevations at those locations using GPS technology. In order to link the GPS data to an appropriate reference, we request that you provide CAD flles indicating location/elevation references appropriate for this project. Utility Clearance Prior to drilling, we will contact Gopher State One Call and arrange for notiflcation of the appropriate utility vendors to mark and clear the exploration locations of public underground utilities. You, or your authorized representative, are responsible to notify us before we begin our work of the presence and location of any underground objects or private utilities that are not the responsibility of public agencies. Permits We will obtain a right-of-way permit with the City of Lakeville (City) and MnDOT prior to beginning our fleldwork. We assume each agency will waive permit fees as we will be completing the work for the agencies. Prior to commencing with fleld work, we assume others will obtain permits or written permission from property owners for proposed explorations located outside of the public right-of-way. We assume the City and MnDOT permits will include a work hour restriction within public right-of-way of 9:00 AM to 3:00 PM during weekdays and our scope and fees account for this restriction. Page 36 of 301 Stonebrooke Engineering, Inc. City of Lakeville 215th Street Reconstruction October 24, 2025 Braun Intertec Page 3 Penetration Test Borings We propose to drill 12 standard penetration test (SPT) borings for the project. Table 1 provides a summary of the proposed boring locations and depths. We will perform standard penetration tests at 2 1/2-foot vertical intervals to a depth of about 15 feet, and at 5-foot intervals at greater depths. Table 1. Summary of Proposed Borings Location Type Quantity Depth (ft) Roadway SPT 8 10 Directional Drilling Utilities SPT 2 24 1/2 Open Cut Utilities SPT 2 14 1/2 Total 12 158 We will collect bag samples from 2 borings from the auger cuttings for laboratory testing. If the intended boring depths do not extend through unsuitable material, we will extend the borings at least 5 feet into suitable material at greater depths. The additional information will help evaluate such issues as excavation depth, consolidation settlement, and foundation alternatives, among others. If we identify a need for deeper (or additional) borings, we will contact you prior to increasing our total estimated drilled footage and submit a Change Order summarizing the anticipated additional effort and the associated cost, for your review and authorization. Groundwater Measurements If the borings encounter groundwater during or immediately after drilling of each boring, we will record the observed depth on the boring logs. MDH Sealing Record We are planning the deepest borings to be at least 15 feet and less than 25 feet. Therefore, the Minnesota Statutes require us to complete a Sealing Record after our completion of the borings. Our proposal includes the fees for the MDH Sealing Record. In the event we extend our borings to a depth of 25 feet or greater, the MDH requires us to complete and submit a Sealing Notiflcation Form for the project. The submission of the Sealing Notiflcation Form will require a signature from the property owner (or agent). If we extend our borings to a depth of 25 feet or greater, we will forward on to you a copy of the form for signature and increase our total fees by $100. Borehole Abandonment We will backflll our exploration locations immediately after completing the drilling at each location. Minnesota Statutes require sealing temporary borings that are 15 feet deep or deeper. Based on our proposed subsurface characterization depths, we anticipate sealing 49 lineal feet of borehole with grout. Page 37 of 301 Stonebrooke Engineering, Inc. City of Lakeville 215th Street Reconstruction October 24, 2025 Braun Intertec Page 4 Over time, subsidence of borehole backflll may occur, requiring releveling of surface grades or replacing bituminous patches. We are not assuming responsibility for releveling or re-patching after we complete our fleldwork. Sample Review and Laboratory Testing We will return recovered samples to our laboratory, where a geotechnical engineer will visually classify and log them. To help classify the materials encountered and estimate the engineering properties necessary to our analyses, we have budgeted to perform the following laboratory tests. Table 2. Laboratory Tests Test Name Number of Tests ASTM Test Method Purpose Moisture content 10 D2216 Soil classification, moisture condition, and engineering properties Sieve analysis 2 D1140 Soil classification Percent passing #200 sieve 4 D1140 Soil classification, and evaluate frost susceptibility Organic content 2 D2974 Evaluate suitability of soils for reuse We will determine the actual laboratory testing for the project depending on the encountered subsurface conditions. If we identify a laboratory testing program that exceeds the budget included in this proposal but provides additional value to the project, we will request authorization for the additional fees through a Change Order. Engineering Analyses We will use data obtained from the subsurface exploration and laboratory tests to evaluate the subsurface proflle and groundwater conditions, and to perform engineering analyses related to structure and pavement design and performance. Report We will prepare a report including: ▪ A sketch showing the exploration locations. ▪ Logs of the borings describing the materials encountered and presenting the results of our groundwater measurements and laboratory tests. ▪ A summary of the subsurface proflle and groundwater conditions. ▪ Discussion identifying the subsurface conditions that will impact design and construction. ▪ Discussion regarding the reuse of on-site materials during construction. Page 38 of 301 Stonebrooke Engineering, Inc. City of Lakeville 215th Street Reconstruction October 24, 2025 Braun Intertec Page 5 ▪ Recommendations for preparing utility and pavement subgrades, and the selection, placement, and compaction of flll. ▪ Recommendations for pavement section design including assumed R-value, and for the trenchless excavation methods. We will only submit an electronic copy of our report to you. Geotechnical Schedule We anticipate performing our work according to the following schedule. ▪ Drill rig mobilization – within about 6 weeks following receipt of written authorization. ▪ Field exploration – 2 days on site to complete the work. ▪ Classiflcation and laboratory testing – within 1 to 2 weeks after completion of fleld exploration. ▪ Preliminary results – within 1 week after completion of fleld exploration. ▪ Draft report submittal – within about 3 weeks after completion of fleld exploration. ▪ Final report submittal – within 1 week of receiving comments on the draft report. If we cannot complete our proposed scope of services according to this schedule due to circumstances beyond our control, we may need to revise this proposal prior to completing the remaining tasks. Modified Corridor Phase I Environmental Site Assessment (ESA) The primary approach used to identify environmental risks will be the timely completion of a corridor assessment using protocols established by Minnesota Department of Transportation’s (MnDOT) Office of Environmental Stewardship (OES). This approach will be completed using a modifled version of the American Society of Testing and Materials (ASTM) methodology E 1527-21, Standard Practice for Environmental Site Assessment: Phase I Environmental Site Assessment Process. The approach is modifled from ASTM standards as the Phase I ESA will be conducted along a roadway alignment, limited to a 500-foot buffer from the centerline, and does not meet all the requirements of ASTM Standard E1527-21 nor All Appropriate Inquiry (AAI). The approach is accepted by the Minnesota Pollution Control Agency (MPCA) for contaminant management planning and property evaluation when seeking liability assurances. A single Phase I ESA report will be prepared for the Project. All properties in the 500-foot buffer will be reviewed and ranked as having a high, medium, or low potential for contamination based on criteria established by MnDOT OES. Rankings will be presented on summary tables, flgures, and within the text of the report. Braun Intertec will prepare a Site Data Summary sheet for each site exhibiting a high, medium, or low potential for contamination along the Project corridor and will document how and why the site is given this ranking/classiflcation. These rankings will be based solely on the sites’ potential for contamination and not Page 39 of 301 Stonebrooke Engineering, Inc. City of Lakeville 215th Street Reconstruction October 24, 2025 Braun Intertec Page 6 on the sites’ locations with respect to proposed construction limits. Site rankings may be adjusted based on evidence collected and professional judgment. The regulatory flle review portion of the Site Data Summary sheets, if warranted, will consist of relevant flgures and tables from reports within the regulatory flle. As described in the ASTM Standard for the Phase I ESA process, Braun Intertec’s assessment will include review of a regulatory database report, historical documents, completion of interviews where warranted, and a site reconnaissance. Braun Intertec’s research will include but not be limited to MPCA and MDA flles, flre insurance maps, city and county flles, Minnesota Geological Survey (MGS) flles and/or Minnesota Well Index (MWI) flles, historical maps, and aerial photographs. Findings will be included in the Modifled Phase I ESA report. We will only submit an electronic copy of our report to you unless you request otherwise. At your request, we can also send the report to additional project team members. Environmental Screening and Sampling Braun Intertec will perform environmental screening and sampling during the geotechnical evaluation for select borings, if requested. The purpose of environmental screening and sampling is to determine the suitability of in-place subgrade, as encountered in geotechnical soil borings, to be used on site, moved to another site, or appropriately disposed of offsite during construction. We propose to perform limited environmental sampling and testing concurrently with the geotechnical evaluation, as follows: ▪ Conduct environmental screening during drilling of select geotechnical borings to include organic vapor screening of recovered soil using a photoionization detector (PID) and recording visual/olfactory observations of recovered soil for evidence of contamination (i.e., odors, staining, intermixed debris, etc.). Soil samples for quantitative laboratory analysis will be collected of any suspect flll soil and/or native soil that may be targeted for off-site export as part of redevelopment as described below. ▪ Analyze soil samples from the select soil borings using standard U.S. Environmental Protection Agency (EPA) methods. ▪ Analyze groundwater samples from the select soil borings using U.S. EPA methods. ▪ Present results of the environmental screening and sampling within the geotechnical evaluation report to include recommendations for any additional environmental investigation or response actions that may be required to address any identifled contamination during construction or liability in advance of easement acquisition. The need for additional Phase II investigations, response action planning, and/or regulatory coordination will be further evaluated upon completion of the Phase I ESA and environmental screening and sampling. The analyses and provided recommendations will be based on Braun Intertec’s fleld observations and the results of laboratory chemical analyses of soil and/or groundwater samples collected for this project. It is important to note that Braun Intertec’s investigation is limited to the diameter of the investigation locations and cannot be assumed to be completely representative of the soil conditions throughout the project. Page 40 of 301 Stonebrooke Engineering, Inc. City of Lakeville 215th Street Reconstruction October 24, 2025 Braun Intertec Page 7 Additional Task – Phase II Drilling Investigation Following the completion of the Phase I ESA activities and Environmental Screening and Sampling, and if deemed necessary, Braun Intertec will develop work plans for conducting a Phase II Drilling Investigation in accordance with MPCA standards in areas where an environmental concern is identifled. The Phase II work plan and Phase II ESA drilling and sampling activities will be dependent on results of the Phase I ESA and Environmental Screening and Sampling, if conducted. Therefore, the scope and costs will be addressed through contract amendments, if necessary. As such, costs for these tasks have not been included in this proposal. The scope of work above does not include Braun Intertec attendance at any public meetings. Should attendance at meetings be needed or requested, they will be billed on a time and materials basis outside of the scope of work listed above. Fees We will furnish the services described in this proposal on a time and materials basis for an estimated fee of $24,635. Table 3 provides a breakdown of the proposed fees. Table 3. Proposed Fee Breakdown Service Fee Staking and Utility Clearance $ 1,040 Drilling $ 7,700 Laboratory Testing $ 1,100 Coordination, Engineering Analysis, and Report $ 3,145 Phase I ESA $ 11,900 Total $ 24,885 Our work may extend over several invoicing periods. As such, we will submit partial progress invoices for work we perform during each invoicing period. Additional Services Our fees do not include potential costs due to the need for snow plowing, towing, stand-by time, or work that is not included in the above scope of services. We will charge costs for snow plowing or towing (if necessary) at a rate of 1.15 times the actual cost. For stand-by time (deflned as time spent by our fleld crew due to circumstances that are beyond the control of our fleld crew or its equipment, or beyond the scope of services indicated above), we will charge a rate of $450 per hour. Page 41 of 301 Stonebrooke Engineering, Inc. City of Lakeville 215th Street Reconstruction October 24, 2025 Braun Intertec Page 8 General Remarks We based the proposed fee on the scope of services described and the assumption that you will authorize our services within 30 days and that others will not delay us beyond our proposed schedule. This proposal was prepared with the understanding that a Professional Services Subconsultant Agreement will be prepared by Stonebrooke Engineering, Inc. This agreement will outline the terms and conditions of our services. We appreciate the opportunity to present this proposal to you. We will be happy to meet with you to discuss our proposed scope of services further and clarify the various scope components. To have questions answered or schedule a time to meet and discuss our approach to this project further, please contact Carter Reber at 507.298.0548 or creber@braunintertec.com Sincerely, Braun Intertec Corporation Carter J. Reber, PE Project Engineer Ted Feit, PG Associate Director, Senior Scientist Kevin S. Zalec, PE Senior Manager, Senior Engineer The proposal is accepted, and Braun Intertec is authorized to proceed. _____________________________________________ Authorizer’s Firm _____________________________________________ Authorizer’s Signature _____________________________________________ Authorizer’s Name (please print or type) _____________________________________________ Authorizer’s Title _____________________________________________ Date Page 42 of 301 Date: 1/5/2026 Designation of Legal Newspaper for 2026 Proposed Action Staff recommends adoption of the following motion: Move to designate Sun Thisweek as Lakeville's official legal newspaper for 2026. Overview Minnesota Statute 412.831 requires the annual designation of an Official Newspaper: "The Council shall, annually at its first meeting of the year, designate a legal newspaper of general circulation in the city as its official newspaper, in which such ordinances and other matters as are required by law to be so published and such other matters as the Council may deem it advisable and in the public interest to have published in this manner." As required, each year, the Council designates a newspaper to be used for its legal notices. We have designated Sun Thisweek for the last four years. Due to the local nature of the newspaper and free online access (for legal notices), staff is recommending that we continue with the Sun Thisweek as the designated legal newspaper for 2026. The deadlines for submitting legal notices to the paper also coincide with City Council and Planning Commission meeting dates. This paper currently qualifies for designation as a legal newspaper with 133,000 monthly online views and 1,982 paid subscriptions. Supporting Information 1. 2026 Legal Newspaper Pricing Financial Impact: $3500 Budgeted: Yes Source: Attached bids Envision Lakeville Community Values: Good Value for Public Service Report Completed by: Tierney Helmers, Communications Page 43 of 301 Page 44 of 301 1 Water Street West, Suite 200 St. Paul, MN 55017 Tierney Helmers City of Lakeville Dear Tierney, Thank you for the opportunity to bid on the public notice publications for City of Lakeville. The Saint Paul Pioneer Press is a Daily Newspaper located in Saint Paul, MN, primarily serving Ramsey, Dakota, and Washington Counties and Western Wisconsin. Our Legal Publication rates for all notices for 2026 are as follows: $9.12 per column inch per publication Our circulation number below is for Sunday Full Run, however you can publish a notice any day of the week. Full Run – 137,958 (Sunday), 84,512 (daily Avg), all notices will be published full run. DEADLINE TO SUBMIT LEGAL NOTICES: Deadlines for Liner (text only) ads. Deadlines for Display ads. Notice includes chart, graphics, map, or any special formatting. Publication Day Deadline to submit materials Publication Day Deadline to submit materials Monday Friday, 4pm Monday Friday, 2pm Tuesday Monday, 12pm Tuesday Monday, 11am Wednesday Tuesday, 12pm Wednesday Tuesday, 11am Thursday Wednesday, 12pm Thursday Wednesday, 11am Friday Thursday, 12pm Friday Thursday, 11am Saturday Friday, 11am Saturday Friday, 9am Sunday Thursday, 4pm Sunday Thursday, 3pm All legal notices should be email to legals@pioneerpress.com after doing so, an automated email confirming receipt of your information and you will be contact shortly. You will be email a proof (which includes the cost). An affidavit will be email after the notice publishes. Let me know if you would be considering the Saint Paul Pioneer Press as the official legal newspaper for City of Lakeville. Please let me know if you have any questions, we look forward to collaborating with you. Thank you, True Lee – Advertising tlee@pioneerpress.com Page 45 of 301 Why choose Star Tribune when it comes to Legal Notices? Because we offer everything you need to be successful, including a simple placement process, fair rates, timely turnaround, and the legal qualification to meet all statute requirements. 2026 DESIGNATED LEGAL NEWSPAPER RATES: • $1.58 per line per day. Approximately $17.90 per column inch. 12 lines per column inch. • Notices are charged per line not per column inch, so you are not paying for space you are not using. • Pricing applies to legal notices/public hearing notices only. PLACEMENT: • Minnesota Statute 412.831 requires annual designation of an official newspaper. Star Tribune is a qualified legal newspaper, publishing legal notices 7 days per week. • Primary areas served: Anoka County, Ramsey County, Dakota County, Hennepin County, Scott County, Carver County, Wright County, and Sherburne County. • Legal notices will also run on StarTribune.com at no extra charge. • Legal Notices will also run on the MNA Public Notice website at no extra charge, a requirement for the State of Minnesota. https://www.mnpublicnotice.com DEADLINES - (applies to placement, changes & cancellations): • Two days prior to first publication date at 4pm CST. • Legal display deadlines are advanced 24 -48 hours. • Deadlines will be advanced for holidays/special occasions. • Affidavits must be emailed 24-48 business hours after last publication date. Monday: Friday 4pm Tuesday: Friday 4pm Wednesday: Monday 4pm Thursday: Tuesday 4pm Friday: Wednesday 4pm Saturday: Thursday 4pm Sunday: Friday 4pm Page 46 of 301 Date: 1/5/2026 Radio Advertising Agreement for the Lakeville Area Arts Center with MyTalk 107.1 Proposed Action Staff recommends adoption of the following motion: Approve Radio Advertising Agreement for the Lakeville Area Arts Center with MyTalk 107.1. Overview To increase awareness and extend our geographic reach, the Lakeville Area Arts Center (LAAC) requests consent to extend our partnership with Hubbard Broadcasting for an additional 12 months. Since 2021, this collaboration has successfully expanded our exposure across the metro area. Funding for this extension will be drawn from our advertising budget and the Minnesota State Arts Board Operating Support Grant. The contract includes on-air and in-app advertisements synced with our logo or related image and a customized message on digital dashboard screens in motor vehicles and other mobile devices. New this year, LAAC will be included in the Twin Cities Savers Newsletter, which is sent to more than 40,000 subscribers once per month. By continuing this partnership, we aim to drive attendance, class registrations, and ticket sales while elevating the profile of the Lakeville arts scene. Supporting Information 1. Radio Advertising Agreement Financial Impact: $16,200.00 Budgeted: Yes Source: Advertising Budget and Grant Funding Envision Lakeville Community Values: Access to a Multitude of Natural Amenities and Recreational Opportunities Report Completed by: Nicki Pretzer, Arts Center Manager Page 47 of 301 Lakeville Area Arts Center myTalk107.1’s Impact Program 2025-2026 PRESENTED TOPRESENTED BY Nicki PretzerMaddy Fransen Page 48 of 301 THE IMPACT PROGRAM 6 MONTH: 30-second option SCHEDULE WILL AIR TWO WEEKS EVERY MONTH FOR A TOTAL OF 6MONTHS Sat/SuFriThuWedTuesMonLenTimeShow 10x/week:306:00AM-7:00PMWEEKDAYS PRIME 3x/week:306:00AM-7:00PMWEEKENDS PRIME 5x/week:307:00PM-12:00AMEVENINGS 3x/week:306:00AM-12:00AMROTATORS 5x/week:3012:00AM-12:00AMBEST TIME AVAILABLE 52x :30 second commercials per month 312x :30 second commercials per 6-months All ads are duplicated on mytalk107.1 stream All ads include myTalk In-Car Ad Sync Bonus commercials when inventory availability permits Commercial copy written and produced at no charge – including copy changes up every other month In advertising, consistency isn’t just a strategy, it’s the secret to staying top-of-mind. That’s why the myTalk Impact Program is such a powerful opportunity. The Impact Program allows businesses to lock in a full year of consistent, high-frequency radio exposure at significantly reduced rates. And it works: radio advertising increases brand awareness by 45% and 65% of listeners recall a radio ad they heard in the past 24 hours.But the benefits go beyond awareness. Studies show that radio advertising drives an average of 29% lift in Google search activity and boosts daily web sessions, all while being twice as cost-efficient as other demand-generation media. That means your message doesn’t just get heard:it gets searched, remembered, and acted on. This is your chance to reach the highly engaged myTalk107.1 audience—women 25–65 who are educated, own their homes, and have discretionary income. Don’t miss out on this proven path to brand growth and measurable results. Page 49 of 301 IMPACT INCLUSION TWIN CITIES SAVERS Inclusion 1x per month in email blast: Twin Cities Savers Newsletter Includes a tile ad with your business’s features, products, AND special offer. NOTE: there must be an offer to participate. The TCS E-Deals Newsletter is sent to more than 44,000+ opted-in recipients looking for offers, deals, savings, or coupons. $250 net per month Page 50 of 301 INVESTMENT BREAKDOWNS Terms and Conditions Rates subject to expire. Non- cancelable for 12-month program. Copy changes and graphic design changes allowed bi- monthly or 6x per year. :30 SECOND PACKAGE INVESTMENT BREAKDOWNS SPOT + EMAIL = $2,700 NET PER MONTH •52X :30 second ads – flights on 2 week per month •1x inclusion in Twin Cities Savers email •To run from January-June 6-MONTH INVESTMENT: $16,200 NET Printed Name: Luke Hellier Title: Mayor Printed Name: Title: Ann Orlofsky Signature: Date: 01/05/2026 Signature: Date: 01/05/2026City Clerk Page 51 of 301 See Your Ad on the Radio! Introducing a Breakthrough in Radio AdvertisingIn-Car AdSync Digital Dashboard Display Supercharge your commercials! myTalk is excited to be the first in the market to offer you AdSync – a visual “echo” of your radio campaign displayed on vehicle dashboards. When your ad airs, a related message appears on dashboards, making your ad more memorable and effective. It’s like a billboard that travels with you. Our stations are offering a new technology enabling us to display text and images about your brand on vehicle dashboards. We’re taking radio ads to a new level! 63% boost in awareness when a radio ad has a visual* Page 52 of 301 2026 CALENDAR – TWO OPTIONS PICK YOUR SCHEDULE (PINK) OR (GREEN) – limited number available per flight Page 53 of 301 Maddy Fransen (952) 715-1485 Madolyn.fransen@hbi.com CONTACT US Page 54 of 301 Date: 1/5/2026 Contract for Orchard Lake Stormwater Outlet Improvement Proposed Action Staff recommends adoption of the following motion: Move to approve a contract to New Look Contracting for the Ochard Lake Stormwater Improvements Project, City Project 25-42. Overview As part of the 2020 Street Reconstruction Project, a storm sewer was installed along 175th Street to improve drainage. Since that time, sediment has accumulated near the outlet pipe and should be removed to maintain proper drainage. Staff requested quotes from multiple reputable contractors to perform this work. Four quotes were received on Wednesday, December 17, 2025, ranging from $39,969.00 to $72,179.75, with the engineer’s estimate at $67,155. Following a review by City staff and WSB, it is recommended that the contract be awarded to New Look Contracting, which submitted the lowest quote of $39,969.00. The work is planned for late January to early February 2026, as it must be completed during frozen conditions. Supporting Information 1. Letter of Recommendation 2. Bid Summary 3. Contract Financial Impact: $39,969 Budgeted: Yes Source: 7450-6280 Envision Lakeville Community Values: Good Value for Public Service Report Completed by: Steve Ferraro, Public Works Coordinator Page 55 of 301 701 XENIA AVENUE S | SUITE 300 | MINNEAPOLIS, MN | 55416 | 763.541.4800 | WSBENG.COM December 17, 2025 Honorable Mayor and City Council City of Lakeville 20195 Holyoke Avenue Lakeville, MN 55044 Re: Orchard Lake Stormwater Improvements City of Lakeville WSB Project No. 032212-000 Dear Mayor and Council Members: Quotes were received for the above-referenced project on Wednesday, December 17, 2025, and were opened and read aloud. Four quotes were received. The quotes were checked for mathematical accuracy. Please find enclosed the quote summary indicating the low quote as submitted by New Look Contracting, Rogers, Minnesota in the amount of $39,969.00. The Engineer’s Estimate was $67,155.00. We recommend that the City Council consider these quotes and award a contract in the amount of $39,969.00 to New Look Contracting. based on the results of the quotes received. Sincerely, WSB Jake Newhall, PE, PMP Director, Water Resources Attachments ams Page 56 of 301 PROJECT: OWNER: City of Lakeville WSB PROJECT NO.: 032212-000 Quotes Due: Wednesday, December 17, 2025, at 10:00 am Contractor Grand Total Bid 1 New Look Contracting $39,969.00 2 Sunram Construction $58,680.00 3 McNamara Contracting Inc $68,105.00 4 Minger Construction Companies, Inc.$72,179.75 Engineer's Opinion of Cost $67,155.00 Denotes corrected figure Jake Newhall, Director, Water Resources QUOTE TABULATION SUMMARY I hereby certify that this is a true and correct tabulation of the bids as received on December 17, 2025. Orchard Lake Stormwater Improvements C:\ACC\ACCDocs\WSB\032212-000\Project Files\06_Construction\Contract_Documents\Bidding\032212-000 Orchard Bid Summary 121725.xlsx Page 57 of 301 AGREEMENT BETWEEN OWNER AND CONTRACTOR FOR CONSTRUCTION CONTRACT ORCHARD LAKE STORMWATER IMPROVEMENTS AGREEMENT CITY OF LAKEVILLE, MN WSB PROJECT NO. 032212-000 PAGE 1 THIS AGREEMENT is by and between City of Lakeville (“Owner”) and (“Contractor”). Terms used in this Agreement have the meanings stated in the General Conditions and the Supplementary Conditions. Owner and Contractor hereby agree as follows: ARTICLE - 1 WORK 1.01 Contractor shall complete all Work as specified or indicated in the Contract Documents. The Work is generally described as follows: The furnishing of all labor, materials, tools, and equipment necessary to complete the excavation, site grading, restoration, and appurtenant work. ARTICLE - 2 THE PROJECT 2.01 The Project, of which the Work under the Contract Documents is a part, is generally described as follows: Orchard Lake Stormwater Improvements for the City of Lakeville, WSB Project No. 032212-000. ARTICLE - 3 ENGINEER 3.01 The Owner has retained WSB LLC (“Engineer”) to act as Owner’s representative, assume all duties and responsibilities, and have the rights and authority assigned to Engineer in the Contract. 3.02 The part of the Project that pertains to the Work has been designed by WSB LLC. ARTICLE - 4 CONTRACT TIMES 4.01 Time is of the Essence A. All time limits for Milestones, if any, Substantial Completion, and completion and readiness for final payment as stated in the Contract Documents are of the essence of the Contract. 4.02 Contract Times: Dates A. The Work will be substantially completed on or before February 27th, and completed and ready for final payment in accordance with Paragraph 15.06 of the General Conditions on or before June 30th. 4.03 Liquidated Damages A. Contractor and Owner recognize that time is of the essence as stated in Paragraph 4.01 above and that Owner will suffer financial and other losses if the Work is not completed and Milestones not achieved within the Contract Times, as duly modified. The parties also recognize the delays, expense, and difficulties involved in proving, in a legal or arbitration proceeding, the actual loss suffered by Owner if the Work is not completed on time. Accordingly, instead of requiring any such proof, Owner and Contractor agree that as liquidated damages for delay (but not as a penalty): Page 58 of 301 ORCHARD LAKE STORMWATER IMPROVEMENTS AGREEMENT CITY OF LAKEVILLE, MN WSB PROJECT NO. 032212-000 PAGE 2 1. Substantial Completion: Contractor shall pay Owner liquidated damages in accordance with MnDOT Table 1807.1-1 for each Calendar Day that expires after the time (as duly adjusted pursuant to the Contract) specified above for Substantial Completion, until the Work is substantially complete. 2. Completion of Remaining Work: After Substantial Completion, if Contractor shall neglect, refuse, or fail to complete the remaining Work within the Contract Time (as duly adjusted pursuant to the Contract) for completion and readiness for final payment, Contractor shall pay Owner liquidated damages in accordance with MnDOT Table 1807.1-1 for each Calendar Day that expires after such time until the Work is completed and ready for final payment. 3. Liquidated damages for failing to timely attain Milestones, Substantial Completion and final completion are not additive and will not be imposed concurrently. ARTICLE - 5 CONTRACT PRICE 5.01 Owner shall pay Contractor for completion of the Work in accordance with the Contract Documents the amounts that follow, subject to adjustment under the Contract: A. Contract Price: _______________________________ and XX/100 Dollars ($__________) for Base Bid subject to adjustment based on the provisions of the Contract. B. For all Unit Price Work, an amount equal to the sum of the extended prices (established for each separately identified item of Unit Price Work by multiplying the unit price times the actual quantity of that item). The extended prices for Unit Price Work set forth as of the Effective Date of the Contract are based on estimated quantities. As provided in Paragraph 13.03 of the General Conditions, estimated quantities are not guaranteed, and determinations of actual quantities and classifications are to be made by Engineer. C. The Contractor’s Bid, attached hereto as an exhibit, provides the basis for the extended prices for Unit Price Work. ARTICLE - 6 PAYMENT PROCEDURES 6.01 Submittal and Processing of Payments A. Contractor shall submit Applications for Payment in accordance with Article 15 of the General Conditions. Applications for Payment will be processed by Engineer as provided in the General Conditions. 6.02 Progress Payments; Retainage A. Owner shall make progress payments on the basis of Contractor’s Applications for Payment on or about the third Monday of each month during performance of the Work as provided in Paragraph 6.02.A.1 below, provided that such Applications for Payment have been submitted in a timely manner and otherwise meet the requirements of the Contract. All such payments will be measured by the Schedule of Values established as provided in the General Conditions (and in the case of Unit Price Work based on the number of units completed) or, in the event there is no Schedule of Values, as provided elsewhere in the Contract. 1. Prior to Substantial Completion, progress payments will be made in an amount equal to the percentage indicated below but, in each case, less the aggregate of payments previously made and less such amounts as Owner may withhold, including but not limited to liquidated damages, in accordance with the Contract. a. 95 percent of Work completed (with the balance being retainage). Page 59 of 301 ORCHARD LAKE STORMWATER IMPROVEMENTS AGREEMENT CITY OF LAKEVILLE, MN WSB PROJECT NO. 032212-000 PAGE 3 1) If 50 percent or more of the Work has been completed, as determined by Engineer, and if the character and progress of the Work have been satisfactory to Owner and Engineer, then as long as the character and progress of the Work remain satisfactory to Owner and Engineer, there will be no additional retainage; and b. 95 percent of cost of materials and equipment not incorporated in the Work (with the balance being retainage). B. Upon Substantial Completion, Contractor shall submit to the Engineer an Application for Payment for the retainage amount less the following amounts: 1. 250 percent of the anticipated cost to correct or complete work known at the time of Substantial Completion, including any punch list items; and 2. the greater of $500 or 1 percent of the Contract price to ensure delivery of final paperwork which includes, but is not limited to operation manuals, payroll documents for projects subject to prevailing wage requirements, and the IC134 form. The Owner, upon certification from the Engineer, shall make payment of any undisputed amounts within 30 days of receipt of the Application for Payment. 6.03 Final Payment A. Upon final completion and acceptance of the Work, Owner shall pay the remainder of the Contract Price in accordance with Paragraph 15.06 of the General Conditions. 6.04 Consent of Surety A. Owner will not make final payment, or return or release retainage at Substantial Completion or at any other time, unless Contractor submits written consent of the surety to such payment, return, or release. 6.05 Interest A. All amounts not paid when due shall bear interest at the rate of 0 percent per month. ARTICLE - 7 CONTRACT DOCUMENTS 7.01 Contents A. The Contract Documents consist of all of the following: 1. This Agreement. 2. Bonds: a. Performance bond (together with power of attorney). b. Payment bond (together with power of attorney). 3. General Conditions. 4. Supplementary Conditions. 5. Specifications as listed in the table of contents of the Project Manual. 6. Drawings (not attached but incorporated by reference) consisting of 3 sheets with each sheet bearing the following general title: Orchard Lake Stormwater Improvements dated 12/04/2025. Page 60 of 301 ORCHARD LAKE STORMWATER IMPROVEMENTS AGREEMENT CITY OF LAKEVILLE, MN WSB PROJECT NO. 032212-000 PAGE 4 7. Addenda (numbers ___ to ___, inclusive). 8. Exhibits to this Agreement (enumerated as follows): a. Completed Bid Form. b. Non-Collusion Affidavit. c. Responsible Contractor Verification and Certification of Compliance Form. 9. The following which may be delivered or issued on or after the Effective Date of the Contract and are not attached hereto: a. Notice to Proceed. b. Work Change Directives. c. Change Orders. d. Field Orders. e. Maintenance Bond. B. The Contract Documents listed in Paragraph 7.01.A are attached to this Agreement (except as expressly noted otherwise above). C. There are no Contract Documents other than those listed above in this Article 7. D. The Contract Documents may only be amended, modified, or supplemented as provided in the Contract. ARTICLE - 8 REPRESENTATIONS, CERTIFICATIONS, AND STIPULATIONS 8.01 Contractor’s Representations A. In order to induce the Owner to enter into this Contract, Contractor makes the following representations: 1. Contractor has examined and carefully studied the Contract Documents, including Addenda. 2. Contractor has visited the Site, conducted a thorough, alert visual examination of the Site and adjacent areas, and become familiar with the general, local, and Site conditions that may affect cost, progress, and performance of the Work. 3. Contractor is familiar with all Laws and Regulations that may affect cost, progress, and performance of the Work. 4. Contractor has carefully studied the reports of explorations and tests of subsurface conditions at or adjacent to the Site and the drawings of physical conditions relating to existing surface or subsurface structures at the Site that have been identified in the Supplementary Conditions, with respect to the Technical Data in such reports and drawings. 5. Contractor has carefully studied the reports and drawings relating to Hazardous Environmental Conditions, if any, at or adjacent to the Site that have been identified in the Supplementary Conditions, with respect to Technical Data in such reports and drawings. 6. Contractor has considered the information known to Contractor itself; information commonly known to contractors doing business in the locality of the Site; information and observations obtained from visits to the Site; the Contract Documents; and the Technical Data identified in the Supplementary Conditions or by definition, with respect to the effect of such information, observations, and Technical Data on (a) the cost, progress, and performance of the Work; (b) the means, methods, techniques, sequences, and Page 61 of 301 ORCHARD LAKE STORMWATER IMPROVEMENTS AGREEMENT CITY OF LAKEVILLE, MN WSB PROJECT NO. 032212-000 PAGE 5 procedures of construction to be employed by Contractor; and (c) Contractor’s safety precautions and programs. 7. Based on the information and observations referred to in the preceding paragraph, Contractor agrees that no further examinations, investigations, explorations, tests, studies, or data are necessary for the performance of the Work at the Contract Price, within the Contract Times, and in accordance with the other terms and conditions the Contract. 8. Contractor is aware of the general nature of work to be performed by Owner and others at the Site that relates to the Work as indicated in the Contract Documents. 9. Contractor has given Engineer written notice of all conflicts, errors, ambiguities, or discrepancies that Contractor has discovered in the Contract Documents, and of discrepancies between Site conditions and the Contract Documents, and the written resolution thereof by Engineer is acceptable to Contractor. 10. The Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. 11. Contractor’s entry into this Contract constitutes an incontrovertible representation by Contractor that without exception all prices in the Agreement are premised upon performing and furnishing the Work required by the Contract Documents. 8.02 Contractor’s Certifications A. Contractor certifies that it has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing for or in executing the Contract. B. The provisions of MINN. STAT. 16C.285 Responsible Contractor are imposed as a requirement of this Contract. This Contract may be terminated by the Owner at any time upon discovery by the Owner that the prime contractor or subcontractor has submitted a false statement under oath verifying compliance with any of the minimum criteria set forth in the Statute. C. The provisions of MINN. STAT. 471.425, subdivision 4a. are imposed as a requirement of this Contract. 1. Each contract of a municipality must require the prime contractor to pay any subcontractor within ten days of the prime contractor’s receipt of payment from the municipality for undisputed services provided by the subcontractor. The contract must require the prime contractor to pay interest of 1.5 percent per month or any part of a month to the subcontractor on any undisputed amount not paid on time to the subcontractor. The minimum monthly interest penalty payment for an unpaid balance of $100 or more is $10. For an unpaid balance of less than $100, the prime contractor shall pay the actual penalty due to the subcontractor. A Subcontractor who prevails in a civil action to collect interest penalties from a prime contractor must be awarded its costs and disbursements, including attorney’s fees, incurred in bringing the action. 8.03 Standard General Conditions A. Owner stipulates that if the General Conditions that are made a part of this Contract are EJCDC® C-700, Standard General Conditions for the Construction Contract (2018), published by the Engineer’s Joint Contract Documents Committee, and if Owner is the party that has furnished said General Conditions, then Owner has plainly shown all modifications to the standard wording of such published document to the Contractor, through a process such as highlighting or “track changes” (redline/strikeout), or in the Supplementary Conditions. Page 62 of 301 ORCHARD LAKE STORMWATER IMPROVEMENTS AGREEMENT CITY OF LAKEVILLE, MN WSB PROJECT NO. 032212-000 PAGE 6 IN WITNESS WHEREOF, Owner and Contractor have signed this Agreement. This Agreement will be effective on (which is the Effective Date of the Contract). Owner: Contractor: By: By: Date: Date: Name: Name: Title: Title: (If Contractor is a corporation, a partnership, or a joint venture, attach evidence of authority to sign.) Attest: Attest: Title: Title: Address for giving notices: Address for giving notices: Designated Representative: Designated Representative: Name: Name: Title: Title: Address: Address: Page 63 of 301 Date: 1/5/2026 Contract for 2026 Water Treatment Plant Chemicals Proposed Action Staff recommends adoption of the following motion: Move to approve contract with Hawkins, Inc. for 2026 Water Treatment Plant Chemicals Overview The Utilities Department annually solicits bids for water treatment plant chemicals necessary to ensure safe and compliant drinking water. These chemicals include chlorine for disinfection of the water distribution system and for oxidation and removal of iron and manganese; potassium orthophosphate for corrosion control; and hydrofluorosilicic acid (fluoride) to meet State of Minnesota requirements. Sealed bids were opened on December 23, 2025, with proposals received from three chemical suppliers. Utilities staff recommends approval of a contract with Hawkins, Inc. for the supply of fluoride, liquid chlorine, and potassium orthophosphate. The financial impact shown represents an estimated cost based on an average year of water production. Chemical costs will be paid on a per-pound, as-used basis. Supporting Information 1. 2026 Bid Abstract 2. Hawkins Agreement Financial Impact: $348,811.00 Budgeted: Yes Source: Water Fund Envision Lakeville Community Values: Good Value for Public Service Report Completed by: Kyle Hanson, Utilities Supervisor Page 64 of 301 Line Chemical Ǫuantity Unit Hawkins Inc.Carus LLC.Shannon Chemical Corporatio n Price Total Price Total Price Total 1 Fluoride 82,000 lbs.$0.53 $43,296.00 NO BID NO BID 2 Liquid Chlorine 120,000 lbs.$1.14 $137,340.00 NO BID NO BID 3 Pot. Orthophosphate 310,000 lbs.$0.54 $168,175.00 $0.64 $198,400.00 $0.81 $251,100.00 Page 65 of 301 Page 66 of 301 Page 67 of 301 Page 68 of 301 Page 69 of 301 Page 70 of 301 Page 71 of 301 Page 72 of 301 Page 73 of 301 Date: 1/5/2026 Approval of Local Affordable Housing Aid Agreement Proposed Action Staff recommends adoption of the following motion: move to approve a Resolution Approving the Dakota County Community Development Agency to Administer City Local Affordable Housing Aid Funds Overview The 2023 Legislature passed a housing bill with $1 billion in new funding for various housing programs. The Legislature appropriated state funds for the programs and established a metro wide sales tax for housing needs, including a portion of this tax as a local housing aid for metropolitan cities. The new law establishes a 0.25% metropolitan regional sales tax, with a portion of the proceeds allocated to metropolitan cities over 10,000 in population. Lakeville will receive a distribution of aid under this legislation of $635,4589 in 2025. Cities must spend this aid by December 31st in the four-year following the year after the aid was received. Funds must be committed within three years. Lakeville collaborated with the Dakota County CDA to administer our 2024 funds. The CDA identified two programs which build upon existing CDA programs and which the CDA could efficiently administer on cities’ behalf: • Enhanced single-family home improvement loan program which would increase the number of homes improved from 60-70 per year to 115-120 per year countywide.. • Radon mitigation grant program which would provide funds for radon testing and mitigation in at least 40 homes per year countywide. At the December 8, 2025 the City Council work session, the council supported the request of the CDA to continue the collaboration with a commit of $250,000 for the home improvement loan program and radon mitigation grant program. All Lakeville funding will be distributed to Lakeville residents. Supporting Information 1. Resolution 2. LAHA.Collaboration.Memo.2025 Page 74 of 301 3. Mid-year report Financial Impact: $250,000 Budgeted: No Source: Local Affordable Housing Aid funds Envision Lakeville Community Values: A Home for All Ages and Stages of Life Report Completed by: Tina Goodroad, Community Development Director Page 75 of 301 CITY OF LAKEVILLE DAKOTA COUNTY, MINNESOTA RESOLUTION NO. 26-____ RESOLUTION APPROVING THE DAKOTA COUNTY COMMUNITY DEVELOPMENT AGENGY TO ADMINISTER CITY LOCAL AFFORDABLE HOUSING AID FUNDS WHEREAS, The City of Lakeville is a recipient of newly created sales tax-funded Local Affordable Housing Aid (LAHA) dollars from the State of Minnesota; and WHEREAS, the purpose of LAHA is to develop and preserve affordable housing and help persons experiencing homelessness find housing; and WHEREAS, the City’s allocation of LAHA funds received in 2025 was $635,458; and WHEREAS, the City has three years to commit the 2025 funding (no later than December 31, 2027) and must spend the funds by December 31, 2029: and WHEREAS, if the City’s LAHA funds are not committed or spent in the required timeframe, funds will be returned to the Minnesota Housing Finance Agency for statewide housing needs, and WHERAS, the Dakota County Community Development Agency (CDA) is the housing and economic development authority for the County that has well established, successful housing programs that are LAHA eligible; and WHEREAS, the CDA has formally requested to partner with the City (and other Dakota County communities) on the administration of the LAHA funds for two CDA programs: 1) the Home Improvement Loan Program, and 2) the Radon Mitigation Grant Program (together “the programs”); and WHEREAS, the CDA has requested a formal response from the City by February 28, 2026, on whether the City agrees to partner with the CDA on the administration of the City’s LAHA funds and the allocation of those funds on the Programs. NOW, THEREFORE, BE IT RESOLVED that the City of Lakeville hereby approves the following: 1. The Dakota County CDA is designated as the entity to carry out certain administrative duties related to the Local Affordable Housing Aid (LAHA) program Page 76 of 301 on behalf of the City of Lakeville, subject to the March 25, 2025, joint power agreements executed between the two parties. 2. The City wishes to allocate a portion of its 2025 LAHA funds to the following programs in the amount listed below: a. Home Improvement Loan Program and Radon Mitigation Grant Program in the amount of $250,000. ADOPTED by the Lakeville City Council this 5th day of January, 2026 CITY OF LAKEVILLE BY: _______________________ Luke M. Hellier, Mayor ATTEST: BY: ________________________ Ann Orlofsky, City Clerk Page 77 of 301 Page 78 of 301 Page 79 of 301 Income Loan or Grant Amount Remaining Work Level Amount Spent Balance Done 10775 LV 80%6,090.00$ 6,090.00$ -$ LAHA Furnace Emergency 34,630.00$ -$ -$ Windows, Attic Insulation, Lower level shower replacement, Smoke/CO Alarms 2,450.00$ 2,540.00$ -$ Radon testing and mitiation system 34,975.00$ 15,000.00$ 19,975.00$ Basement bedroom and bathroom 2,225.00$ 2,225.00$ -$ Radon testing and mitiation system 26,000.00$ -$ -$ Finish Basement bedroom, install new basement bathroom 3,029.00$ -$ -$ Radon testing and mitiation system LAHA and CDBG10741LV80% LAHA LAHA10724 File #City Funding 80% 80% 10700 LV LV Page 80 of 301 Date: 1/5/2026 Resolution Supporting Dakota County’s Application for Funding Through the Better Utilizing Investments to Leverage Development Grant Program for the Dakota County Mobility and Safety Improvements: Interstate 35 and County State Aid Highway 5/50 Interchange and Bridge Reconstruction Project Proposed Action Staff recommends adoption of the following motion: Move to approve a resolution supporting submittal of an application for the 2026 Better Utilizing Investments to Leverage Development Grant program for the Dakota County Mobility and Safety Improvements: Interstate 35 and County State Aid Highway 5/50 Interchange and Bridge Reconstruction project, City Project 26- 05. Overview The United States Department of Transportation issued a Notice of Funding Opportunity for the Better Utilizing Investments to Leverage Development (BUILD) Grant Program for transportation infrastructure projects with significant local or regional impact. The Federal Funding is authorized by the Infrastructure Investment and Jobs Act (Bipartisan Infrastructure Law “BIL”). $1.5 billion is awarded annually (Fiscal Years 2022-2026) for Local and Regional Project Assistance Program under National Infrastructure Investments. The deadline for Fiscal Year 2026 BUILD application is February 24, 2026. The Dakota County Mobility and Safety Improvements: Interstate 35 and County State Aid Highway 5/50 Interchange and Bridge Reconstruction project remains a City Legislative Priority, and Dakota County is submitting a request for funding. A City Council resolution certifying project support is a requirement of the application. Supporting Information 1. 2026.01.05 Resolution of Support Financial Impact: $0 Budgeted: No Source: N/A Envision Lakeville Community Values: Safety Throughout the Community Report Completed by: Zach Johnson, City Engineer Page 81 of 301 CITY OF LAKEVILLE DAKOTA COUNTY, MINNESOTA RESOLUTION NO. 26- Resolution Supporting Dakota County’s Application for Funding Through the Fiscal Year 2026 Better Utilizing Investments to Leverage Development Federal Grant Program for the Dakota County Mobility and Safety Improvements: Interstate 35 and County State Aid Highway 5/50 Interchange and Bridge Reconstruction Project WHEREAS, the United States Department of Transportation issued a notice of funding opportunity for the Fiscal Year 2026 Better Utilizing Investments to Leverage Development (BUILD) Grant Program; and WHEREAS, the funding is intended to provide additional investment in locally or regionally significant transportation infrastructure projects that improve safety, enhance economic growth and development of interstate commerce, and remove barriers to community access; and WHEREAS, funding for the BUILD program is provided by the Infrastructure Investment and Jobs Act and/or additional funding that may become available under the Fiscal Year 2026 Appropriations Act; and WHEREAS, Dakota County, with support from the City of Lakeville, is applying for funding for the Dakota County Mobility and Safety Improvements: Interstate 35 and County State Aid Highway 5/50 Interchange and Bridge Reconstruction project, including transportation safety and community access improvements; and WHEREAS, Dakota County is requesting $25,000,000 in BUILD funding; and WHEREAS, Dakota County secured $5,040,000 in federal funding in the Fiscal Year 2023 federal budget to complete planning, design, and environmental analyses to ensure the project is shovel-ready and support efforts to explore funding options and leverage bonding/grant opportunities at the federal, state, and regional levels; and WHEREAS, to demonstrate local support and community consensus for the project, the City of Lakeville is submitting this Resolution of Support; and WHEREAS, the project will advance public safety initiatives, bolster the success of the local, regional, state, and national economy, and strengthen citizens’ quality of life; and WHEREAS, the project will help to improve regional highway and bridge performance and enhance interstate commerce of this Tier 1 regional freight corridor, essential to local businesses and the region; and Page 82 of 301 WHEREAS, the project will provide long-term sustainable travel for all motorists and transit by reducing congestion, improving safety, improving travel times and creating a future MnPASS corridor; and WHEREAS, the current interchange and bridges are deficient in capacity and geometry, and a new interchange and bridges are necessary to address long-standing traffic congestion and safety concerns; and WHEREAS, the City of Lakeville has invested more than $20 million along the Dakota County State Aid Highway 5/50 corridor in preparation for this project. NOW THEREFORE, BE IT RESOLVED that the City of Lakeville hereby supports an application to the Fiscal Year 2026 Better Utilizing Investments to Leverage Development (BUILD) Grant Program for the Dakota County Mobility and Safety Improvements: Interstate 35 and County State Aid Highway 50/5 Interchange and Bridge Reconstruction project. ADOPTED by the City Council this 5th day of January 2026. BY: _______________________ Luke M. Hellier, Mayor ATTESTED: ________________________ Ann Orlofsky, City Clerk Page 83 of 301 Date: 1/5/2026 Resolution Appointing Depositories for the City of Lakeville Proposed Action Staff recommends adoption of the following motion: Move to approve resolution appointing depositories for the City of Lakeville. Overview Minnesota Statute §118A.02 states that the City Council shall designate as a depository of its funds, one or more financial institutions, and that the City Council may authorize the city treasurer to make investments of funds under sections 118A.01 to 118A.06 or other applicable law. The governing body is responsible for deciding where public funds will be deposited. Most government entities designate a depository on either an annual or biennial basis. All checking and controlled disbursement accounts for the City are at U.S. Bank. U.S. Bank sweeps funds to or from the 4M Money Market at the end of each day which eliminates the need to monitor collateral and ensures the City’s deposits are compliant with state statute requirements. All Lakeville banks and current/anticipated financial security dealers are included as additional depositories. Investments are made in accordance with Minnesota State Statutes and City of Lakeville Investment Policy. Short-term cash flow needs are held in the 4M money market fund. The Auditors confirm that the investments and cash management practices are appropriately handled in accordance with the approved policies and generally accepted accounting procedures. Supporting Information 1. Resolution Appoint Depositories Financial Impact: $ n/a Budgeted: No Source: Envision Lakeville Community Values: Good Value for Public Service Report Completed by: Julie Stahl, Finance Director Page 84 of 301 CITY OF LAKEVILLE RESOLUTION NO. ____ Resolution Appointing Depositories for the City of Lakeville WHEREAS, Minnesota Statute §118A.02, subd. 1 states that the City Council shall designate, as a depository of its funds, one or more financial institutions, and that the City Council may authorize the City treasurer to make investments of funds under sections 118A.01 to 118A.06 or other applicable law; and WHEREAS, all deposits of public funds will be insured or secured in accordance with Minnesota Statute §118A.03; and NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Lakeville, Minnesota as follows: 1. The Mayor and Treasurer are hereby authorized to execute any required documents with depositories named below, including signature cards and agreements. 2. The Treasurer (or designee) is hereby authorized to invest City funds under sections 118A.01 to 118A.06 or other applicable law with depositories named below. 3. U.S. Bank N.A. will be the primary depository of the City. 4. The following institutions are hereby named additional depositories subject to legal compliance with maximum deposit and collateral requirements: Affinity Plus Federal Credit Union – 17555 Kenwood Trl Bank of America – 17599 Kenwood Trl BMO Harris – 17636 Kenwood Trl Citizens Bank – 18476 Kenrick Ave Compeer Financial – 21088 Keswick Loop Frandsen Bank & Trust– 20280 Iberia Ave Genisys Credit Union – 16106 Pilot Knob Road, #140 Great Southern Bank – 10880 175th Ct W Huntington Bank – 17269 Kenyon Ave Lakeview Bank – 9725 163rd St W Merchants Bank – 18550 Joplin Ave Minnesota Municipal Money Market Fund (4M Fund) Morgan Stanley New Market Bank – 20151 Icenic Trl PMA Financial Network, Inc. RBC Capital Markets Sterling State Bank – 16366 Kenrick Ave Stifel Nicolaus & Co, Inc. TruStone Financial Credit Union – 17533 Cedar Ave UBS Financial Services Inc. U.S. Bank – 20191 Iberia Ave Page 85 of 301 U.S. Bancorp Wells Fargo Bank – 8790 207th St W Wells Fargo Securities Wings Financial Credit Union – 16042 Pilot Knob Rd ADOPTED by the Lakeville City Council this 5th day of January 2026. ______________________________ Luke M. Hellier, Mayor _________________________________ Ann Orlofsky, City Clerk Page 86 of 301 Date: 1/5/2026 Resolution Delegating Authority to Pay Claims and Make Electronic Fund Transfers Proposed Action Staff recommends adoption of the following motion: Move to approve the resolution delegating authority to pay claims and make electronic fund transfers. Overview The City Council approved a resolution delegating the authority to pay claims to the Finance Director on June 5, 2017. Upon review of state statutes and in discussion with the City auditors at that time, CliftonLarsonAllen, it was determined that the resolution should be expanded to explicitly state that electronic payments are allowed. The City currently makes electronic payments to vendors, bond paying agents, payroll taxes, etc. The City Council approved a resolution with this additional language in May 2020. Minnesota Statute Section 471.38, subdivision 3 and 3a state that a city council may authorize electronic fund transfers subject to similar criteria as the delegation of authority to pay claims such as city internal accounting and administrative procedures, bank process controls and administrative procedures, and regular review of expenditure list by City Council at each meeting. All these criteria are currently in place. The City Council receives a list of expenditures paid (claims list) for review at each council meeting as part of the consent agenda. These reports include claims that have been paid electronically. This resolution is presented for approval at the beginning of each year in conjunction with other required annual resolutions. Supporting Information 1. Resolution Delegating Authority to Pay Claims and Make Electronic Fund Transfers Financial Impact: $ n/a Budgeted: No Source: n/a Envision Lakeville Community Values: Good Value for Public Service Report Completed by: Julie Stahl, Finance Director Page 87 of 301 CITY OF LAKEVILLE RESOLUTION No______ Resolution Delegating Authority to Pay Claims and Make Electronic Fund Transfers WHEREAS, Minnesota Statute Section 412.271, Subd. 8 states that a City Council may delegate its authority for paying certain claims against the City to a City administrative official subject to certain criteria; and WHEREAS, Minnesota Statute Section 471.38, Subd. 3 and 3a states that a City Council may authorize electronic fund transfers subject to certain criteria; and WHEREAS, the prerequisite criteria for delegating the payment of claims authority have all been met by the City through the following: (i) City’s internal accounting and administrative procedures, (ii) regular review of expenditure list by City Council at each meeting, and (iii) preparation of an annual audited financial statement attested by an independent certified public accountant, public accountant or state auditor; and WHEREAS, procurement of goods and services are made under the authority granted in the purchasing policy, council-approved resolutions and/or applicable state statutes; and WHEREAS, Minnesota Statute Section 471.425, Subd. 2 states that cities that have at least one regularly scheduled meeting per month must pay their bills within 35 days of receipt and this delegation of authority is conducive to this end while assuring appropriate City Council oversight; and WHEREAS, the prerequisite criteria for authorizing payments by electronic funds transfer will be met by the City through the following: (i) city’s internal accounting and administrative procedures, (ii) bank process controls and administrative procedures; and (iii) regular review of expenditure list by City Council at each meeting. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Lakeville, Minnesota as follows: 1. The recitals set forth above are incorporated herein. 2. The City Finance Director is authorized to pay all claims made against the City that meet the standards and procedures established by the Finance Department, City policies, City Council approved resolutions and the requirements of applicable statutes. 3. The City Finance Director is authorized to pay such claims via electronic funds transfer, in accordance with the foregoing requirements and Minnesota Statute 471.38, subds. 3 and 3a. ADOPTED by the Lakeville City Council this 5th day of January 2026. Page 88 of 301 ________________________________ Luke M. Hellier, Mayor ________________________________ Ann Orlofsky, City Clerk Page 89 of 301 Date: 1/5/2026 Heritage Commons 10th Addition Final Plat Proposed Action Staff recommends adoption of the following motion: Move to approve a resolution approving the Heritage Commons 10th Addition final plat. Overview HVP V Epic Heritage, LLC representatives have submitted an application for the final plat of Heritage Commons 10th Addition. The property is 3.74 acres, located on the northeast corner of Dodd Blvd and CSAH 50. The final plat includes a three outlot subdivision along with the right- of-way dedication for CSAH 50 and Dodd Blvd. One outlot (Outlot B) is planned to be deeded to Lake Marion Collision and the other two outlots are planned for future commercial development. The preliminary plat was approved by City Council on July 7, 2025. A development contract is required for the proposed site improvements. City staff have determined that Heritage Commons 10th Addition final plat is consistent with the approved preliminary plat and complies with Subdivision and Zoning Ordinance requirements. Supporting Information 1. Resolution and Development Contract 2. Exhibits 3. 11-24-2025 Staff Reports Financial Impact: NA Budgeted: No Source: Envision Lakeville Community Values: Diversified Economic Development Report Completed by: Heather Botten, Senior Planner Page 90 of 301 1 (Reserved for Dakota County Recording Information) CITY OF LAKEVILLE RESOLUTION NO. 26-____ RESOLUTION APPROVING THE FINAL PLAT OF HERITAGE COMMONS 10TH ADDITION WHEREAS, the owner of the property described as HERITAGE COMMONS 10TH ADDITION has requested final plat approval; and WHEREAS, a public hearing concerning the preliminary plat was reviewed by the Lakeville Planning Commission in accordance with Minnesota Statutes, Section 462.357 Subd. 3; WHEREAS, the final plat is consistent with the preliminary plat approved by the City Council; and WHEREAS, the final plat is acceptable to the City. NOW THEREFORE BE IT RESOLVED by the Lakeville City Council: 1. The Heritage Commons 10th Addition final plat is approved subject to the development contract, security requirements and the recommendations and requirements listed in the Engineering Division memorandum dated November 24, 2025. 2. The Mayor and City Clerk are hereby authorized to sign the final plat mylars, development contract, and all documents pursuant to the approved development contract. Page 91 of 301 2 3. The City Clerk is directed to file a certified copy of this resolution with the Dakota County Recorder. 4. Outlot B shall be combined by administrative subdivision with the property to the north located at 20120 Dodd Blvd. ADOPTED by the Lakeville City Council on this 5th day of January 2026. CITY OF LAKEVILLE Luke Hellier, Mayor ATTEST: _______________________ Ann Orlofsky, City Clerk STATE OF MINNESOTA ) ( CITY OF LAKEVILLE ) I hereby certify that the foregoing Resolution No. 26-_______is a true and correct copy of the resolution presented to and adopted by the City Council of the City of Lakeville at a duly authorized meeting thereof held on the 5h day of January 2026 as shown by the minutes of said meeting in my possession. ___________________________ Ann Orlofsky, City Clerk (Seal) Page 92 of 301 1 237991v5 Heritage Commons 10th Addition (reserved for recording information) DEVELOPMENT CONTRACT (Developer Installed Improvements) HERITAGE COMMONS 10TH ADDITION CONTRACT dated ____________________, 202__, by and between the CITY OF LAKEVILLE, a Minnesota municipal corporation (“City”), and HVP V EPIC HERITAGE LLC, a Delaware limited liability company (the “Developer”). 1. REQUEST FOR PLAT APPROVAL. The Developer has asked the City to approve a plat for HERITAGE COMMONS 10TH ADDITION (referred to in this Contract as the "plat"). The land is situated in the County of Dakota, State of Minnesota, and is legally described on Exhibit A attached hereto and made a part hereof: 2. CONDITIONS OF PLAT APPROVAL. The City hereby approves the plat on condition that the Developer enter into this Contract, furnish the security required by it, and record the plat with the County Recorder or Registrar of Titles within 180 days after the City Council approves the final plat. 3. RIGHT TO PROCEED. Within the plat or land to be platted, the Developer may not grade or otherwise disturb the earth or remove trees, unless a grading permit has been approved by the City Engineer Page 93 of 301 2 237991v5 Heritage Commons 10th Addition following approval of a preliminary plat by the City Council, construct sewer lines, water lines, streets, utilities, public or private improvements, or any buildings until all the following conditions have been satisfied: 1) this agreement has been fully executed by both parties and filed with the City Clerk, 2) the necessary security has been received by the City, 3) the necessary insurance for the Developer and its construction contractors has been received by the City, and 4) the plat has been filed with the Dakota County Recorder or Registrar of Titles’ office. 4. PHASED DEVELOPMENT. If the plat is a phase of a multi-phased preliminary plat, the City may refuse to approve final plats of subsequent phases if the Developer has breached this Contract and the breach has not been remedied. Development of subsequent phases may not proceed until Development Contracts for such phases are approved by the City. Park dedication charges referred to in this Contract are not being imposed on outlots, if any, in the plat that are designated in an approved preliminary plat for future subdivision into lots and blocks. Such charges will be calculated and imposed when the outlots are final platted into lots and blocks. 5. PRELIMINARY PLAT STATUS. If the plat is a phase of a multi-phased preliminary plat, the preliminary plat approval for all phases not final platted shall lapse and be void unless final platted into lots and blocks, not outlots, within two (2) years after preliminary plat approval. 6. CHANGES IN OFFICIAL CONTROLS. For two (2) years from the date of this Contract, no amendments to the City’s Comprehensive Plan, except an amendment placing the plat in the current metropolitan urban service area, or official controls shall apply to or affect the use, development density, lot size, lot layout or dedications of the approved plat unless required by state or federal law or agreed to in writing by the City and the Developer. Thereafter, notwithstanding anything in this Contract to the contrary, to the full extent permitted by state law, the City may require compliance with any amendments to the City’s Comprehensive Plan, official controls, platting or dedication requirements enacted after the date of this Contract. 7. DEVELOPMENT PLANS. The plat shall be developed in accordance with the following plans. The plans shall not be attached to this Contract. With the exception of Plans A and B, the plans may Page 94 of 301 3 237991v5 Heritage Commons 10th Addition be prepared, subject to the City Engineer’s approval, after entering the Contract, but before commencement of any work in the plat. The City Engineer may approve minor amendments to Plan B and C without City Council approval. The erosion control plan may also be approved by the Dakota County Soil and Water Conservation District. If the plans vary from the written terms of this Contract, the written terms shall control. The plans are: Plan A - Plat Plan B - Final Grading, Drainage, and Erosion Control Plan Plan C – Parking Lot Expansion 8. IMPROVEMENTS. The Developer shall install and pay for the following: A. Water System B. Site Grading, Stormwater Treatment/Infiltration Basins, and Erosion Control C. Underground Utilities D. Setting of Iron Monuments E. Surveying and Staking The improvements shall be installed in accordance with the City subdivision ordinance; City standard specifications for utility and street construction; and any other ordinances including Section 11-16-7 of the City Code concerning erosion and drainage and Section 4-1-4-2 prohibiting grading, construction activity, and the use of power equipment between the hours of 10 o’clock p.m. and 7 o’clock a.m. The Developer shall submit plans and specifications which have been prepared by a competent registered professional engineer to the City for approval by the City Engineer. The Developer shall instruct its engineer to provide adequate field inspection personnel to assure an acceptable level of quality control to the extent that the Developer’s engineer will be able to certify that the construction work meets the approved City standards as a condition of City acceptance. In addition, the City may, at the City’s discretion and at the Developer’s expense, have one or more City inspectors and a soil engineer inspect the work on a full or part-time basis. The Developer, its contractors and subcontractors, shall follow all instructions received from the City’s inspectors. The Developer’s engineer shall provide for on-site project management. The Developer’s Page 95 of 301 4 237991v5 Heritage Commons 10th Addition engineer is responsible for design changes and contract administration between the Developer and the Developer’s contractor. The Developer or its engineer shall schedule a pre-construction meeting at a mutually agreeable time at the City with all parties concerned, including the City staff, to review the program for the construction work. In accordance with Minnesota Statutes 505.021, the final placement of iron monuments for all lot corners must be completed before the applicable security is released. The Developer ’s surveyor shall also submit a written notice to the City certifying that the monuments have been installed following site grading, utility and street construction. 9. CONTRACTORS/SUBCONTRACTORS. City Council members, City employees, and City Planning Commission members, and corporations, partnerships, and other entities in which such individuals have greater than a 25% ownership interest or in which they are an officer or director may not act as contractors or subcontractors for the public improvements identified in Paragraph 8 above. 10. PERMITS. The Developer shall obtain or require its contractors and subcontractors to obtain all necessary permits, which may include: A. Dakota County for County Road Access and Work in County Rights-of-Way B. MnDot for State Highway Access C. MnDot for Work in Right-of-Way D. Minnesota Department of Health for Watermains E. MPCA NPDES Permit for Construction Activity F. MPCA for Sanitary Sewer and Hazardous Material Removal and Disposal G. DNR for Dewatering H. City of Lakeville for Building Permits I. MCES for Sanitary Sewer Connections J. City of Lakeville for Retaining Walls 11. DEWATERING. Due to the variable nature of groundwater levels and stormwater flows, it will be the Developer’s and the Developer’s contractors and subcontractors responsibility to satisfy themselves with regard to the elevation of groundwater in the area and the level of effort needed to perform dewatering and storm flow routing operations. All dewatering shall be in accordance with all applicable Page 96 of 301 5 237991v5 Heritage Commons 10th Addition county, state, and federal rules and regulations. DNR regulations regarding appropriations permits shall also be strictly followed. 12. TIME OF PERFORMANCE. The Developer shall install all required public improvements by November 30, 2026. 13. LICENSE. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the plat to perform all work and inspections deemed appropriate by the City in conjunction with plat development. 14. EROSION CONTROL. Prior to initiating site grading, the erosion control plan, Plan B, shall be implemented by the Developer and inspected and approved by the City. The City may impose additional erosion control requirements if they would be beneficial. All areas disturbed by the grading operations shall be stabilized per the MPCA Stormwater Permit for Construction Activity. Seed shall be in accordance with the City’s current seeding specification which may include temporary seed to provide ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion. If the Developer does not comply with the MPCA Stormwater Permit for Construction Activity or with the erosion control plan and schedule or supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer’s and City’s rights or obligations hereunder. If the Developer does not reimburse the City for any cost the City incurred for such work within ten (10) days, the City may draw down the letter of credit to pay any costs. No development, utility or street construction will be allowed and no building permits will be issued unless the plat is in full compliance with the approved erosion control plan. The plans for Heritage Commons 10th Addition include a detailed erosion and sediment control plan. The Developer is responsible for meeting all the requirements of the MPCA Construction Permit. The permit requires that all erosion and sediment best management practices (BMPs) be clearly outlined in a site’s SWPPP. Additional erosion control measures may be required during construction as deemed Page 97 of 301 6 237991v5 Heritage Commons 10th Addition necessary by City staff. Any additional measures required shall be installed and maintained by the Developer. Changes made throughout construction must be documented in the SWPPP. An on-site preconstruction meeting shall be held with the City prior to work commencing on the site. No grading can take place until the City has reviewed and approved the SWPPP for the site. The MS4 Administration Fee has not been collected on the parent parcel and shall be paid with the final plat, calculated as follows: $8,531 x 2% = $170.62 Grading Cost Heritage Commons 10th Addition 2025 Rate MS4 Administration Fee Heritage Commons 10th Addition 15. GRADING. The plat shall be graded in accordance with the approved grading development and erosion control plan, Plan “B”. The plan shall conform to City of Lakeville specifications. Within thirty (30) days after completion of the grading and final establishment of the ground cover or temporary stabilization approved by the City, the Developer shall provide the City with an “as constructed” grading plan certified by a registered land surveyor or engineer that all storm water treatment/infiltration basins and swales, have been constructed on public easements or land owned by the City. The “as constructed” plan shall include field verified elevations of the following: a) cross sections of storm water treatment/infiltration basins; b) location and elevations along all swales, wetlands, wetland mitigation areas if any, locations and dimensions of borrow areas/stockpiles, and installed “conservation area” posts; and c) lot corner elevations and building pads, and all other items listed in City Code Section 10-3-5.NN. The City will withhold issuance of a Certificate of Occupancy until the approved certified grading plan is on file with the City and all erosion control measures are in place as determined by the City Engineer. The Developer certifies to the City that all footings placed on fill have been monitored and constructed to meet or exceed FHA/HUD 79G specifications. The soils observation and testing report, including referenced development phases and lot descriptions, shall be submitted to the Building Official for review prior to the issuance of the Certificate of Occupancy. Prior to the release of the grading and erosion control security, the “as-constructed” plan for the lot must be submitted to verify that the final as-built grades and elevations of the specific lot and all building Page 98 of 301 7 237991v5 Heritage Commons 10th Addition setbacks are consistent with the approved grading plan for the development, and amendments thereto as approved by the City Engineer, and that all required property monuments are in place. If the final grading, erosion control and “as-constructed” grading plan is not timely completed, the City may enter the lot, perform the work, and draw on the letter of credit. Upon satisfactory completion of the grading, erosion control and “as-constructed” grading plan, the security, less any draw made by the City, shall be released. The final grading plan must indicate any proposed borrow areas in which the building footings will be placed on fill material. The grading specifications must indicate that all embankments meet FHA/HUD 79G specifications. A final certificate of occupancy shall not be issued until an as-built certified grading plan has been submitted and approved by the City Engineer. A certified as-built building pad survey must be submitted and approved for commercial, industrial or institutional developments prior to issuance of a building permit. Heritage Commons 10th Addition contains less than one acre of site disturbance, however is identified as part of a common plan of development of greater than one acre. A National Pollution Discharge Elimination System General Stormwater Permit for construction activity is required from the Minnesota Pollution Control Agency for areas exceeding one acre being disturbed by grading. A copy of the Notice of Stormwater Permit Coverage must be submitted to the City upon receipt from the MPCA. A grading permit for Heritage Commons 10th Addition will not be approved until a suitable soil report for the site outlining any potential contamination is submitted to the City for review. 16. CLEAN UP. The Developer shall clean dirt and debris from streets that has resulted from construction work by the Developer, home builders, subcontractors, their agents or assigns. Prior to any construction in the plat, the Developer shall identify in writing a responsible party and schedule for erosion control, street cleaning, and street sweeping. 17. OWNERSHIP OF IMPROVEMENTS. Upon completion of the work and construction required by this Contract and final acceptance by the City, the public improvements lying within public easements shall become City property without further notice or action. Page 99 of 301 8 237991v5 Heritage Commons 10th Addition 18. CITY ENGINEERING ADMINISTRATION, CONSTRUCTION OBSERVATION. The Developer shall pay a fee for in-house engineering administration. City engineering administration will include monitoring of construction observation, consultation with Developer and its engineer on status or problems regarding the project, coordination for final inspection and acceptance, project monitoring during the warranty period, and processing of requests for reduction in security. Fees for this service shall be three percent (3%) of construction costs identified in the Summary of Security Requirements if using a letter of credit, assuming normal construction and project scheduling. 19. STORM SEWER. The Trunk Storm Sewer Area Charge has not been collected on the parent parcel and will be collected with subsequent phases of the Heritage Commons preliminary plat at the time they are final platted into lots and blocks, at the rate in effect at the time of final plat approval. 20. SANITARY SEWER. Heritage Commons 10th Addition is located within subdistrict ML- 70050 of the Lake Marion sanitary sewer district as identified in the City’s Comprehensive Sanitary Sewer Plan. Wastewater will be conveyed to the MCES Farmington Interceptor monitored by meter M649 and continue to the Empire Wastewater Treatment Facility. No sanitary sewer construction is proposed with Heritage Commons 10th Addition. The Sanitary Sewer Availability Charge will be collected with subsequent phases of the Heritage Commons preliminary plat at the time they are final platted into lots and blocks, at the rate in effect at the time of final plat approval. 21. WATERMAIN. An existing 8-inch watermain stub extends into the parcel from Heritage Drive on the northeast portion of the parcel. No watermain construction is proposed with Heritage Commons 10th Addition. 22. CONSTRUCTION ACCESS. Construction traffic access and egress for grading, utility and street construction shall be determined with the final construction plans. 23. PARKS, TRAILS, AND SIDEWALKS. The Park Dedication requirement has not been satisfied on the parent parcels and will be collected with subsequent phases of the Heritage Commons Page 100 of 301 9 237991v5 Heritage Commons 10th Addition preliminary plat at the time they are final platted into lots and blocks, at the rate in effect at the time of final plat approval. Development of Heritage Commons 10th Addition does not include the construction of public trails or sidewalks. Existing sidewalks are located along Dodd Boulevard and 202nd Street adjacent to the plat. 24. SPECIAL PROVISIONS. The following special provisions shall apply to plat development: A. Implementation of the recommendations listed in the November 24, 2025, Planning Report, and November 24, 2025, Engineering Report. B. Prior to City Council approval of the final plat, the Developer shall furnish a boundary survey of the proposed property to be platted with all property corner monumentation in place and marked with lath and a flag. Any encroachments on or adjacent to the property shall be noted on the survey. The Developer shall post a $300.00 security for the final placement of interior subdivision iron monuments at property corners. The security was calculated as follows: three (3) lots/outlots at $100.00 per lot/outlot. The security will be held by the City until the Developer's land surveyor certifies that all irons have been set following site grading and utility and street construction. In addition, the certificate of survey must also include a certification that all irons for a specific lot have either been found or set prior to the issuance of a building permit for that lot. C. The Developer shall pay a cash fee for the preparation of addressing, property data, and City base map updating. This fee is $90.00 per lot/outlot for a total charge of $270.00. D. The Developer is required to submit the final plat in electronic format. The electronic format shall be either AutoCAD.DWG file or a .DXF file. All construction record drawings (e.g., grading, utilities, streets) shall be in electronic format in accordance with standard City specifications. E. Simultaneously with the recording of the final plat, Outlot B of the plat must be combined with the property located at 20120 Dodd Boulevard, PID 22-02900-25-016. 25. SUMMARY OF SECURITY REQUIREMENTS. To guarantee compliance with the terms of this Contract, payment of real estate taxes including interest and penalties, payment of special assessments, payment of the costs of all public improvements, and construction of all public improvements, the Developer Page 101 of 301 10 237991v5 Heritage Commons 10th Addition shall furnish the City with a cash escrow, or letter of credit, in the form attached hereto, from a bank ("security") for $5,625.00. The amount of the security was calculated as follows: CONSTRUCTION COSTS: A. Grading, Erosion Control, and Restoration $5,000.00 CONSTRUCTION SUB-TOTAL $5,000.00 OTHER COSTS: A. Developer’s Design (3.0%) $150.00 B. Developer’s Construction Survey (2.5%) 125.00 C. City Legal Expenses (Est. 0.5%) 25.00 D. City Record Drawings (0.5%) 25.00 E. Lot Corners/Iron Monuments 300.00 OTHER COSTS SUB-TOTAL $625.00 TOTAL SECURITIES: $5,625.00 This breakdown is for historical reference; it is not a restriction on the use of the security. The bank shall be subject to the approval of the City Administrator. The City may draw down the security, on five (5) business days written notice to the Developer, for any violation of the terms of this Contract or without notice if the security is allowed to lapse prior to the end of the required term. If the required public improvements are not completed at least thirty (30) days prior to the expiration of the security, the City may also draw it down without notice. If the security is drawn down, the proceeds shall be used to cure the default. Upon receipt of proof satisfactory to the City that work has been completed and financial obligations to the City have been satisfied, with City approval the security may be reduced from time to time by ninety percent (90%) of the financial obligations that have been satisfied. Ten percent (10%) of the amounts certified by the Developer's engineer shall be retained as security until all improvements have been completed, all financial obligations to the City satisfied, the required "as constructed" plans have been received by the City, a warranty security is provided, and the public improvements are accepted by the City Council. The City’s standard specifications for utility and street construction outline procedures for security reductions. Page 102 of 301 11 237991v5 Heritage Commons 10th Addition 26. SUMMARY OF CASH REQUIREMENTS. The following is a summary of the cash requirements under this Contract which must be furnished to the City prior to the City Council signing the final plat: A. MS4 Administration Fee $170.62 B. Property Data and Asset/Infrastructure Management Fee 270.00 TOTAL CASH REQUIREMENTS $440.62 27. WARRANTY. The Developer warrants all improvements required to be constructed by it pursuant to this Contract against poor material and faulty workmanship. The warranty period for underground utilities is two years and shall commence following completion and acceptance by the City. The Developer shall post maintenance bonds in the amount of twenty-five percent (25%) of final certified construction costs to secure the warranties. The City shall retain ten percent (10%) of the security posted by the Developer until the maintenance bonds are furnished to the City or until the warranty period expires, whichever first occurs. The retainage may be used to pay for warranty work. The City’s standard specifications for utility and street construction identify the procedures for final acceptance of streets and utilities. 28. RESPONSIBILITY FOR COSTS. A. Except as otherwise specified herein, the Developer shall pay all costs incurred by it or the City in conjunction with the development of the plat, including but not limited to Soil and Water Conservation District charges, legal, planning, engineering and construction observation inspection expenses incurred in connection with approval and acceptance of the plat, the preparation of this Contract, review of construction plans and documents, and all costs and expenses incurred by the City in monitoring and inspecting development of the plat. B. The Developer shall hold the City and its officers, employees, and agents harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from plat approval and development. The Developer shall indemnify the City and its officers, employees, Page 103 of 301 12 237991v5 Heritage Commons 10th Addition and agents for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including attorneys' fees. C. The Developer shall reimburse the City for costs incurred in the enforcement of this Contract, including engineering and attorneys' fees. D. The Developer shall pay, or cause to be paid when due, and in any event before any penalty is attached, all special assessments referred to in this Contract. This is a personal obligation of the Developer and shall continue in full force and effect even if the Developer sells one or more lots, the entire plat, or any part of it. E. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Contract within thirty (30) days after receipt. If the bills are not paid on time, the City may halt plat development and construction until the bills are paid in full. Bills not paid within thirty (30) days shall accrue interest at the rate of eighteen percent (18%) per year. Additionally, the Developer shall pay in full all bills submitted to it by the City prior to any reductions in the security for the development. F. In addition to the charges and special assessments referred to herein, other charges and special assessments may be imposed such as but not limited to City or MCES sewer availability charges ("SAC"), City water connection charges, City sewer connection charges, and building permit fees. 29. DEVELOPER’S DEFAULT. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer, except in an emergency as determined by the City, is first given notice of the work in default, not less than forty-eight (48) hours in advance. This Contract is a license for the City to act, and it shall not be necessary for the City to seek a Court order for permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. Page 104 of 301 13 237991v5 Heritage Commons 10th Addition 30. MISCELLANEOUS. A. The Developer represents to the City that the plat complies with all city, county, metropolitan, state, and federal laws and regulations, including but not limited to: subdivision ordinances, zoning ordinances, and environmental regulations. If the City determines that the plat does not comply, the City may, at its option, refuse to allow construction or development work in the plat until the Developer does comply. Upon the City's demand, the Developer shall cease work until there is compliance. B. Third parties shall have no recourse against the City under this Contract. C. Breach of the terms of this Contract by the Developer shall be grounds for denial of building permits, including lots sold to third parties. D. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Contract is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. E. Grading, curbing, and one lift of asphalt shall be installed on all public and private streets prior to issuance of a permanent or temporary certificate of occupancy. F. If building permits are issued prior to the acceptance of public improvements, the Developer assumes all liability and costs resulting in delays in completion of public improvements and damage to public improvements caused by the City, Developer, its contractors, subcontractors, material men, employees, agents, or third parties. No sewer and water connections or inspections may be conducted and no one may occupy a building for which a building permit is issued on either a temporary or permanent basis until the streets needed for access have been paved with a bituminous surface and the utilities are accepted by the City Engineer. G. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Contract. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Contract shall not be a waiver or release. Page 105 of 301 14 237991v5 Heritage Commons 10th Addition H. This Contract shall run with the land and may be recorded against the title to the property. In the event this Contract is recorded, upon request by Developer, the City covenants to provide a recordable Certificate of Completion within a reasonable period of time following the request, upon the completion of the work and responsibilities required herein, payment of all costs and fees required and compliance with all terms of the Contract. A release of this Contract may be provided in the same manner and subject to the same conditions as a Certificate of Completion provided there are no outstanding or ongoing obligations of Developer under the terms of this Contract. The Developer covenants with the City, its successors and assigns, that the Developer is well seized in fee title of the property being final platted and/or has obtained consents to this Contract, in the form attached hereto, from all parties who have an interest in the property; that there are no unrecorded interests in the property being final platted; and that the Developer will indemnify and hold the City harmless for any breach of the foregoing covenants. I. Insurance. Developer and Contractor shall provide a copy of the Development Contract to their insurance professional for verification that the certificate of insurance is in compliance with the requirements of the Development Contract. Prior to execution of the final plat, Developer and its general contractor shall furnish to the City a certificate of insurance showing proof of the required insurance required under this Paragraph. Developer and its general contractor shall take out and maintain or cause to be taken out and maintained until six (6) months after the City has accepted the public improvements, such insurance as shall protect Developer and its general contractor and the City for work covered by the Contract including workers’ compensation claims and property damage, bodily and personal injury which may arise from operations under this Contract, whether such operations are by Developer and its general contractor or anyone directly or indirectly employed by either of them. The minimum amounts of insurance shall be as follows: Page 106 of 301 15 237991v5 Heritage Commons 10th Addition Commercial General Liability (or in combination with an umbrella policy) $2,000,000 Each Occurrence $2,000,000 Products/Completed Operations Aggregate $2,000,000 Annual Aggregate The following coverages shall be included: Premises and Operations Bodily Injury and Property Damage Personal and Advertising Injury Blanket Contractual Liability Products and Completed Operations Liability Automobile Liability $2,000,000 Combined Single Limit – Bodily Injury & Property Damage Including Owned, Hired & Non-Owned Automobiles Workers Compensation Workers’ Compensation insurance in accordance with the statutory requirements of the State of Minnesota, including Employer’s Liability with minimum limits are as follows: • $500,000 – Bodily Injury by Disease per employee • $500,000 – Bodily Injury by Disease aggregate • $500,000 – Bodily Injury by Accident The Developer’s and general contractor’s insurance must be “Primary and Non-Contributory”. All insurance policies (or riders) required by this Contract shall be (i) taken out by and maintained with responsible insurance companies organized under the laws of one of the states of the United States and qualified to do business in the State of Minnesota, (ii) shall name the City, its employees and agents as additional insureds (CGL and umbrella only) by endorsement which shall be filed with the City and (iii) shall identify the name of the plat. A copy of the endorsement must be submitted with the certificate of insurance. Developer’s and general contractor’s policies and Certificate of Insurance shall contain a provision that coverage afforded under the policies shall not be cancelled without at least thirty (30) days’ advanced written notice to the City, or ten (10) days’ notice for non-payment of premium. An Umbrella or Excess Liability insurance policy may be used to supplement Developer’s or general contractor’s policy limits on a follow-form basis to satisfy the full policy limits required by this Contract. Page 107 of 301 16 237991v5 Heritage Commons 10th Addition J. Indemnification. To the fullest extent permitted by law, Developer agrees to defend, indemnify and hold harmless the City, and its employees, officials, and agents from and against all claims, actions, damages, losses and expenses, including reasonable attorney fees, arising out of Developer’s negligence or its performance or failure to perform its obligations under this Contract. Developer’s indemnification obligation shall apply to Developer’s general contractor, subcontractor(s), or anyone directly or indirectly employed or hired by Developer, or anyone for whose acts Developer may be liable. Developer agrees this indemnity obligation shall survive the completion or termination of this Contract. K. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. L. The Developer may not assign this Contract without the written permission of the City Council. The Developer's obligation hereunder shall continue in full force and effect even if the Developer sells one or more lots, the entire plat, or any part of it, until the City’s issuance of a Certificate of Completion and Release. M. Retaining walls that require a building permit shall be constructed in accordance with plans and specifications prepared by a structural or geotechnical engineer licensed by the State of Minnesota. Following construction, a certification signed by the design engineer shall be filed with the Building Official evidencing that the retaining wall was constructed in accordance with the approved plans and specifications. All retaining walls identified on the development plans and by special conditions referred to in this Contract shall be constructed before any other building permit is issued for a lot on which a retaining wall is required to be built. Page 108 of 301 17 237991v5 Heritage Commons 10th Addition N. Should the Developer convey any lot or lots in the Development to a third party, the City and the owner of that lot or those lots may amend this Development Contract or other city approvals or agreements for development or use of those lots without the approval or consent of the Developer or other lot owners in the Development. Private agreements between the owners of lots within the Development for shared service or access and related matters necessary for the efficient use of the Development shall be the responsibility of the lot owners and shall not bind or restrict City authority to approve applications from any lot owner in the Development. 31. NOTICES. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by certified mail at the following address: 1010 Dale St. N., St. Paul, MN 55117-5603. Notices to the City shall be in writing and shall be either hand delivered to the City Administrator, or mailed to the City by certified mail in care of the City Administrator at the following address: Lakeville City Hall, 20195 Holyoke Avenue, Lakeville, Minnesota 55044. [The remainder of this page has been intentionally left blank. Signature pages follow.] Page 109 of 301 18 237991v5 Heritage Commons 10th Addition CITY OF LAKEVILLE BY: ___________________________________________ Luke M. Hellier, Mayor (SEAL) AND __________________________________________ Ann Orlofsky, City Clerk STATE OF MINNESOTA ) )ss. COUNTY OF DAKOTA ) The foregoing instrument was acknowledged before me this ________ day of ______________, 202__, by Luke M. Hellier and by Ann Orlofsky, the Mayor and City Clerk of the City of Lakeville, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. ______________________________________________ NOTARY PUBLIC Page 110 of 301 19 237991v5 Heritage Commons 10th Addition DEVELOPER: HVP V EPIC HERITAGE LLC BY: ___________________________________________ Its STATE OF MINNESOTA ) )ss. COUNTY OF ____________ ) The foregoing instrument was acknowledged before me this ________ day of ______________, 202___, by __________________________________ the ____________________________________ of HVP V EPIC HERITAGE LLC, a Delaware limited liability company, on behalf of said entity. ______________________________________________ NOTARY PUBLIC DRAFTED BY: CAMPBELL, KNUTSON Professional Association Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, MN 55121 Telephone: 651-452-5000 AMP/smt Page 111 of 301 20 237991v5 Heritage Commons 10th Addition FEE OWNER CONSENT TO DEVELOPMENT CONTRACT BRUCE B. TSCHIDA and LIZABETH M. TSHIDA, married to each other, fee owners of all or part of the subject property, the development of which is governed by the foregoing Development Contract, affirm and consent to the provisions thereof and agree to be bound by the provisions as the same may apply to that portion of the subject property owned by them. Dated this _____ day of ____________, 202__. ______________________________________ Bruce B. Tschida ______________________________________ Lizabeth M. Tschida STATE OF MINNESOTA ) )ss. COUNTY OF __________ ) The foregoing instrument was acknowledged before me this _____ day of _____________, 202__, by Bruce B. Tschida, spouse to Lizabeth M. Tschida. ________________________________________ NOTARY PUBLIC STATE OF MINNESOTA ) )ss. COUNTY OF __________ ) The foregoing instrument was acknowledged before me this _____ day of _____________, 202__, by Lizabeth M. Tschida, spouse to Bruce B. Tschida. ________________________________________ NOTARY PUBLIC DRAFTED BY: CAMPBELL KNUTSON Professional Association Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 651-452-5000 AMP/smt Page 112 of 301 21 237991v5 Heritage Commons 10th Addition MORTGAGE HOLDER CONSENT TO DEVELOPMENT CONTRACT NEW MARKET BANK, organized and existing under the laws of the State of Minnesota, which holds: 1. A Mortgage executed by Bruce B. Tschida and Lizabeth M. Tschida, married to each other, in favor of New Market Bank, dated November 30, 2012, filed December 31, 2012, in the Office of the County Recorder, Dakota County, Minnesota, as Document Number A2918477, in the original amount of $861,138.05; 2. Modification of Mortgage between Bruce B. Tschida and Lizabeth M. Tschida, married to each other, and New Market Bank, dated May 7, 2022, filed June 7, 2022 in the Office of the County Recorder, Dakota County, Minnesota, as Document Number A3543608 in favor of New Market Bank; 3. Modification of Mortgage between Bruce B. Tschida and Lizabeth M. Tschida, married to each other, and New Market Bank, dated May 1, 2025, filed May 15, 2025 in the Office of the County Recorder, Dakota County, Minnesota, as Document Number A3675730; on all or part of the subject property, the development of which is governed by the foregoing Development Contract, agrees that the Development Contract shall remain in full force and effect even if it forecloses on its mortgage. Dated this _____ day of ____________, 202___. NEW MARKET BANK By: _________________________ [print name] Its _____________________ [title] STATE OF MINNESOTA ) )ss. COUNTY OF ____________ ) The foregoing instrument was acknowledged before me this _____ day of ________________, 202___, by ___________________________, the _________________________________________ of New Market Bank, organized and existing under the laws of the State of Minnesota, on behalf of said entity. ________________________________________ NOTARY PUBLIC DRAFTED BY: CAMPBELL KNUTSON Professional Association Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 651-452-5000 AMP/smt Page 113 of 301 22 237991v5 Heritage Commons 10th Addition MORTGAGE CONSENT TO DEVELOPMENT CONTRACT _______________________________________________________, which holds a mortgage on the subject property, the development of which is governed by the foregoing Development Contract, agrees that the Development Contract shall remain in full force and effect even if it forecloses on its mortgage. Dated this _____ day of ____________, 2_____. ______________________________________ ______________________________________ STATE OF MINNESOTA ) )ss. COUNTY OF __________ ) The foregoing instrument was acknowledged before me this _____ day of ________________, 2_____, by __________________________________________________________________________. ________________________________________ NOTARY PUBLIC DRAFTED BY: CAMPBELL KNUTSON Professional Association Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 651-452-5000 AMP/smt Page 114 of 301 23 237991v5 Heritage Commons 10th Addition EXHIBIT “A” TO DEVELOPMENT CONTRACT Legal Description of Property Being Final Platted as HERITAGE COMMONS 10TH ADDITION Outlot A, HERITAGE COMMONS 6TH ADDITION, according to the recorded plat thereof, Dakota County, Minnesota. AND That part of the NE 1/4 of the NW 1/4 of Section 29, Township 114, Range 20, Dakota County, Minnesota, described as follows: Commencing at the Northeast corner of said NE 1/4 of the NW 1/4 of Section 29; thence South 00 degrees 17 minutes 49 seconds East, assumed bearing along the East line of the said NE 1/4 of the NW 1.4 a distance of 1264.28 feet to the Northerly right-of-way line of Minnesota Trunk Highway No. 50; thence South 88 degrees 47 minutes 53 seconds West, along said highway right-of-way line, a distance of 735.70 feet; thence Westerly along the said highway right-of-way line on a tangential curve to the right having a radius of 1839.86 feet, a distance of 277.30 feet to the actual point of beginning; thence continue Westerly along the said highway right-of-way line and along the afore described curve to the right having a radius of 1839.86 feet, a distance of 140.00 feet to the point where said right-of-way line deflects to the Northwest; thence North 38 degrees 40 minutes 44 seconds West along said right-of-way line a distance of 157.66 feet to the point where said right-of-way line deflects to the North; thence North 00 degrees 42 minutes 52 seconds West along said right-of-way line a distance of 120.00 feet; thence North 89 degrees 17 minutes 08 seconds East a distance of 121.99 feet; thence South 38 degrees 40 minutes 44 seconds East a distance of 183.19 feet; thence South 00 degrees 42 minutes 52 seconds East distance of 124.97 feet to the actual point of beginning, Dakota County, Minnesota. AND That part of the NE 1/4 of the NW 1/4 of Section 29, Township 114, Range 20, Dakota County, Minnesota, described as follows: Commencing at the northeast corner of said NE 1/4 of the NW 1/4 of Section 29; thence South 00 degrees 17 minutes 49 seconds East, assumed bearing, along the east line of said NE 1/4 of the NW 1/4 a distance of 1264.28 feet to the northerly right-of-way line of Minnesota Trunk Highway No. 50; thence South 88 degrees 47 minutes 53 seconds West, along said highway right-of-way line a distance of 625.20 feet; thence North 00 degrees 17 minutes 49 seconds West, parallel with the east line of said NE 1/4 of the NW 1/4 a distance of 200.15 feet; thence South 89 degrees 05 minutes 27 seconds West a distance of 374.36 feet to the point of beginning; thence North 65 degrees 11 minutes 20 seconds West a distance of 80.00 feet; thence North 38 degrees 40 minutes 44 seconds West a distance of 68.00 feet to a point on the easterly extension of the north line of the property described on Warranty Deed dated September 27, 1983, and recorded in the Dakota County Recorder's Office as Document No. 643428; thence North 89 degrees 17 minutes 08 seconds East along said easterly extension of the north line of the property described on Warranty Deed dated September 27, 1983 and recorded as Document No. 643428 a distance of 114.02 feet to a point on a line that bears North 00 degrees 42 minutes 52 seconds West from the actual point of beginning; thence South 00 degrees 42 minutes 52 seconds East a distance of 88.08 feet to the actual point of beginning, according to the United States Government Survey Page 115 of 301 24 237991v5 Heritage Commons 10th Addition thereof and situate in Dakota County, Minnesota [Platted as Heritage Commons 10th Addition, Dakota County, Minnesota.] (Abstract Property) Page 116 of 301 25 237991v5 Heritage Commons 10th Addition [BANK LETTERHEAD] IRREVOCABLE LETTER OF CREDIT No. ___________________ Date: _________________ TO: City of Lakeville 20195 Holyoke Avenue Lakeville, Minnesota 55044 Dear Sir or Madam: We hereby issue, for the account of (Name of Developer) and in your favor, our Irrevocable Letter of Credit in the amount of $____________, available to you by your draft drawn on sight on the undersigned bank. The draft must: a) Bear the clause, "Drawn under Letter of Credit No. __________, dated ________________, 2_____, of (Name of Bank) "; b) Be signed by the City Administrator or Finance Director of the City of Lakeville. c) Be presented for payment at (Address of Bank) , on or before 4:00 p.m. on November 30, 2_____. This Letter of Credit shall automatically renew for successive one-year terms unless, at least forty-five (45) days prior to the next annual renewal date (which shall be November 30 of each year), the Bank delivers written notice to the Lakeville Finance Director that it intends to modify the terms of, or cancel, this Letter of Credit. Written notice is effective if sent by certified mail, postage prepaid, and deposited in the U.S. Mail, at least forty-five (45) days prior to the next annual renewal date addressed as follows: Lakeville Finance Director, Lakeville City Hall, 20195 Holyoke Avenue, Lakeville, MN 55044, and is actually received by the Finance Director at least thirty (30) days prior to the renewal date. DEMAND(S) FOR PAYMENT MAY ALSO BE MADE BY FACSIMILE TRANSMISSION TO ________ OR SUCH OTHER FAX NUMBER AS (NAME OF ISSUING BANK) MAY IDENTIFY IN A WRITTEN NOTICE TO YOU. TO THE EXTENT PRESENTATION IS MADE BY FACSIMILE TRANSMISSION YOU MUST PROVIDE TELEPHONE NOTIFICATION THEREOF TO (NAME OF ISSUING BANK) AT TELEPHONE NUMBER: _________ PRIOR TO OR SIMULTANEOUSLY WITH THE SENDING OF SUCH FACSIMILE TRANSMISSION. HOWEVER, THE ABSENCE OF SUCH TELEPHONE CONFIRMATION AS DESCRIBED ABOVE DOES NOT AFFECT OUR OBLIGATION TO HONOR SUCH DRAWING, IF SUCH DRAWING IS OTHERWISE IN COMPLIANCE WITH THE TERMS AND CONDITIONS OF THIS IRREVOCABLE LETTER OF CREDIT. IF DEMAND FOR PAYMENT IS MADE BY FAX, PRESENTATION OF ORIGINAL DOCUMENTS IS NOT REQUIRED. OR DEMAND(S) FOR PAYMENT TO BE MADE VIA EMAIL TO _______________. PRESENTATION OF ORIGINAL DOCUMENTS IS NOT REQUIRED. Page 117 of 301 26 237991v5 Heritage Commons 10th Addition This Letter of Credit sets forth in full our understanding which shall not in any way be modified, amended, amplified, or limited by reference to any document, instrument, or agreement, whether or not referred to herein. This Letter of Credit is not assignable. This is not a Notation Letter of Credit. More than one draw may be made under this Letter of Credit. This Letter of Credit shall be governed by the most recent revision of the Uniform Customs and Practice for Documentary Credits, International Chamber of Commerce Publication No. 600. We hereby agree that a draft drawn under and in compliance with this Letter of Credit shall be duly honored upon presentation. [NAME OF BANK] BY: ____________________________________ Its ______________________________ Page 118 of 301 Dakota County, Maxar, Microsoft City of Lakeville Heritage Commons 10th Addition Site Location Map EXHIBIT ADODD BLVD (CSAH 9)202ND ST (CSAH 50) Site Location HERITA GE DR IDEALIC AVE± ICENIC WAY 2 0 2 N D S T Page 119 of 301 Cambridge, MNHERITAGE COMMONS 10TH ADDITIONCITY COUNCIL, CITY OF LAKEVILLE, COUNTY OF DAKOTA, STATE OF MINNESOTAThis plat of HERITAGE COMMONS 10TH ADDITION was approved and accepted by the City Council of the City of Lakeville, Minnesota at a regular meeting thereof held this _____ day of __________________, 20___, and said plat is in compliance with theprovisions of Minnesota Statutes, Section 505.03, Subd. 2.By: ___________________________, MayorBy: ___________________________, City ClerkCOUNTY SURVEYOR, COUNTY OF DAKOTA, STATE OF MINNESOTAI hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this ______ day of __________________, 20___._______________________________Todd B. Tollefson, Dakota County SurveyorState of MinnesotaCounty of __________This instrument was acknowledged before me on ______________________ by Kyle J. Roddy.____________________________________ (Signature)____________________________________ (Print Name)Notary Public, ___________ County, MinnesotaMy commission expires _____________________I Kyle J. Roddy do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data andlabels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of thiscertificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat.Dated this _____ day of _______________, 20_____.________________________________Kyle J. Roddy, Licensed Land SurveyorMinnesota License Number 42627DEPARTMENT OF PROPERTY TAXATION AND RECORDS, COUNTY OF DAKOTA, STATE OF MINNESOTAPursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable in the year 20___ on the land hereinbefore described have been paid. Also, pursuant to Minnesota Statutes, Section 272.12, there are no delinquent taxes and transfer entered this _____day of __________________, 20___.By: ___________________________ Amy A. Koethe, DirectorDepartment of Property Taxation and RecordsCOUNTY RECORDER, COUNTY OF DAKOTA, STATE OF MINNESOTAI hereby certify that this plat of HERITAGE COMMONS 10TH ADDITION was filed in the office of the County Recorder for public record this _____ day of __________________, 20___, at ___o'clock __.M. and WAS DULY FILED IN Book _________ of Plats,Pages ____ and ____ as Document Number ________________._______________________________ Amy A. Koethe, County RecorderState of MinnesotaCounty of __________This instrument was acknowledged before me this _____ day of ________________, 20___ by ___________________, _______________ of HVP V EPIC Heritage, LLC, a Delaware limited liability company on behalf of the limited liability company.___________________________________ (Signature)____________________________________ (Print Name)Notary Public, ___________ County, MinnesotaMy commission expires _____________________KNOW ALL PERSONS BY THESE PRESENTS: That HVP V EPIC Heritage, LLC, a Delaware limited liability company, owner of the following described property:Outlot A, HERITAGE COMMONS 6TH ADDITION, according to the recorded plat thereof, Dakota County, Minnesota.ANDThat part of the NE 1/4 of the NW 1/4 of Section 29, Township 14, Range 20, Dakota County, Minnesota, described as follows:Commencing at the Northeast corner of said NE 1/4 of the NW 1/4 of Section 29; thence South 00 degrees 17 minutes 49 seconds East, assumed bearing along the East line of the said NE 1/4 of the NW 1.4 a distance of 1264.28 feet to the Northerlyright-of-way line of Minnesota Trunk Highway No. 50; thence South 88 degrees 47 minutes 53 seconds West, along said highway right-of-way line, a distance of 735.70 feet; thence Westerly along the said highway right-of-way line on a tangential curve to theright having a radius of 1839.86 feet, a distance of 277.30 feet to the actual point of beginning; thence continue Westerly along the said highway right-of-way line and along the afore described curve to the right having a radius of 1839.86 feet, a distance of140.00 feet to the point where said right-of-way line deflects to the Northwest; thence North 38 degrees 40 minutes 44 seconds West along said right-of-way line a distance of 157.66 feet to the point where said right-of-way line deflects to the North; thenceNorth 00 degrees 42 minutes 52 seconds West along said right-of-way line a distance of 120.00 feet; thence North 89 degrees 17 minutes 08 seconds East a distance of 121.99 feet; thence South 38 degrees 40 minutes 44 seconds East a distance of 183.19feet; thence South 00 degrees 42 minutes 52 seconds East distance of 124.97 feet to the actual point of beginning, Dakota County, Minnesota.ANDThat part of the NE 1/4 of the NW 1/4 of Section 29, Township 114, Range 20, Dakota County, Minnesota, described as follows:Commencing at the northeast corner of said NE 1/4 of the NW 1/4 of Section 29; thence South 00 degrees 17 minutes 49 seconds East, assumed bearing, along the east line of said NE 1/4 of the NW 1/4 a distance of 1264.28 feet to the northerly right-of-wayline of Minnesota Trunk Highway No. 50; thence South 88 degrees 47 minutes 53 seconds West, along said highway right-of-way line a distance of 625.20 feet; thence North 00 degrees 17 minutes 49 seconds West, parallel with the east line of said NE 1/4 ofthe NW 1/4 a distance of 200.15 feet; thence South 89 degrees 05 minutes 27 seconds West a distance of 374.36 feet to the point of beginning; thence North 65 degrees 11 minutes 20 seconds West a distance of 80.00 feet; thence North 38 degrees 40minutes 44 seconds West a distance of 68.00 feet to a point on the easterly extension of the north line of the property described on Warranty Deed dated September 27, 1983, and recorded in the Dakota County Recorder's Office as Document No. 643428;thence North 89 degrees 17 minutes 08 seconds East along said easterly extension of the north line of the property described on Warranty Deed dated September 27, 1983 and recorded as Document No. 643428 a distance of 114.02 feet to a point on a linethat bears North 00 degrees 42 minutes 52 seconds West from the actual point of beginning; thence South 00 degrees 42 minutes 52 seconds East a distance of 88.08 feet to the actual point of beginning, according to the United States Government Surveythereof and situate in Dakota County, Minnesota.Has caused the same to be surveyed and platted as HERITAGE COMMONS 10TH ADDITION and does hereby dedicate to the public for public use the public way and the drainage and utility easements as created by this plat.In witness whereof said HVP V EPIC Heritage, LLC, a Delaware limited liability company has caused these presents to be signed by its proper officer this _____ day of ________________, 20___.Signed: HVP V EPIC Heritage, LLCBy: __________________________________________________________________ Signature Printed Name and TitleCOUNTY BOARD, COUNTY OF DAKOTA, STATE OF MINNESOTAWe do hereby certify that on this _____ day of __________________, 20___, the Board of Commissioners of Dakota County, Minnesota, approved this plat of HERITAGE COMMONS 10TH ADDITION, and said plat is in compliance with the provisions of 505.03,Subd. 2, and pursuant to the Dakota County Contiguous Plat Ordinance.By: ___________________________Attest:___________________________Chair, County BoardCounty Treasurer-AuditorSheet 1 of 2 SheetsVICINITY MAPLAKEVILLE, MN"NO SCALE"DODD BLVDIBERIA AVEHOLYOKE AVE202ND ST WHUNTER CTIBERIA AVE203RD ST WHOME FIRE WAYHERITAGE DRDAKOTA COUNTY 50HOYA CTHOMESTEAD CTNW 1/4 OF NE 1/4SW 1/4 OF NE 1/4NE 1/4 OF NW 1/4SE 1/4 OF NW 1/4ICEFALL TRAILSEC. 29, TOWNSHIP 114, RANGE 20SITEOFFICIAL PLATCOUNTY OF DAKOTACITY OF LAKEVILLESEC. 29, T. 14, R. 20Page 120 of 301 (S38°40'44"E)NORTH RIGHT OF WAY LINE OF DAKOTA C.S.A.H. NO. 50PER RIGHT OF WAY MAP NO. 17625 S64°26'16"E 80.00S37°55'40"E 68.00S89°57'56"E 121.99S00°10'04"E 200.21S89°33'09"W 77.80N00°00'29"W 298.65 N89°59'31"E 156.92N14°49' 4 8 " E 25.79R=1814.86L=208.46Δ=6°34'52"C.B.=S84°59'35"ER=435. 0 0 L = 1 4 . 4 2 Δ = 1 ° 5 4 ' 0 0 " C.B.=S 1 3 ° 5 2 ' 4 8 " W R=300.00L=48.36Δ=9°14'11"C.B.=N52°26'23"WN47°49'18"W 72.35R=684.00L=247.17Δ=20°42'15"C.B.=S58°10'25"EN24 ° 0 5 ' 5 5 " E 1 4 5 . 6 2N37°55'40"W 183.19N00°02'12"E 99.71 R=1814.86L=68.65Δ=2°10'02"R=435.00L=99.44 Δ=13°05'52" S00°02'12"W 25.26 N37°55'42"W 157.66N00°02'12"E 120.02 S89°57'48"E 248.69N00°02'12"E 150.03 NE CORNER OF OUTLOT AHERITAGE COMMONS 6TH ADDITIONNW CORNER OF LOT 1, BLOCK 1HERITAGE COMMONS 6TH ADDITIONSW CORNER OF LOT 1, BLOCK 1HERITAGE COMMONS 6TH ADDITIONS89°50'31"W 374.63S00°02'12"W 88.08 114.02N00°27'15"E 200.15RIGHT OF WAY DEDICATED ON THE PLAT OFHERITAGE COMMONS 5TH ADDITIONSOUTH LINE OF OUTLOT AHERITAGE COMMONS 6TH ADDITION25 SOUTH LINE OF THE NE 1/4 OF THE NW 1/4SECTION 29, TWP. 114N, RNG. 20WS89°32'57"W 735.70R=1839.86L=277.30Δ=8°38'07"R=1839.86L=140.00Δ=4°21'36"C.B.=S79°38'08"ENORTHERLY RIGHT OF WAY LINE OF DAKOTAC.S.A.H. NO. 50 PER RIGHT OF WAY MAP NO. 176(N88°47'53"W)(N38°40'44"W)(N00°42'52"W 120.00)(N89°17'08"E)(N89°17'08"E)N37°55'40"W 183.19S37°55'40"E 183.19SOUTH RIGHT OF WAY LINE OF DAKOTA C.S.A.H. NO. 50PER RIGHT OF WAY MAP NO. 176WEST LINE OF THE NE 1/4 OF THE NW 1/4SEC. 29, TWP. 114N, RNG. 20W 25 DAKOTA C.S.A.H. NO. 50(202ND STREET WEST)100DAKOTA C.S.A.H. NO. 9(DODD BOULEVARD)SE CORNER OF LOT 1, BLOCK 1HERITAGE COMMONS 4TH ADDITIONNORTH LINE OF OUTLOT AHERITAGE COMMONS 6TH ADDITIONEAST LINE OF OUTLOT A(WEST LINE OF LOT 1, BLOCK 1)HERITAGE COMMONS 6TH ADDITIONOUTLOT AR=1814.86L=165.13Δ=5°12'48"37.6480.3339.6925.26 23.97ΔΔΔΔΔΔΔΔΔΔΔS89°57'48"E 50.85WEST LINE OF OUTLOT A HERITAGE COMMONS 6TH ADDITION WEST LINE OF OUTLOT A HERITAGE COMMONS 6TH ADDITION WEST LINE OF OUTLOT A HERITAGE COMMONS 6TH ADDITION S13°57' 1 3 " W 3 0 . 7 8 S00°02'12"W 102.90L=223.07Δ=7°02'32"L=150.53Δ=4°45'08"S00°02'12"W 118.78 224.73S89°57'48"E 194.89N00°02'12"E 3.15OUTLOT B27.00122.69 R=35.00L=40.54Δ=66°21'30"N00°20'55"E 149.69OUTLOT CSE CORNER OF THE NE 1/4 OF NW 1/4SEC. 29, TWP. 114N, RNG. 20WS00°27'15"W 52.58 EAST LINE OF THE NW 1/4 SEC. 29, TWP. 114N, RNG. 20W NE CORNER OF THE NW 1/4SEC. 29, TWP. 114N, RNG. 20WS00°27'15"W 1264.28 (S00°17'49"E)Cambridge, MNFOR THE PURPOSES OF THIS PLAT THE SOUTH LINE OF OUTLOT A, HERITAGE COMMONS6TH ADDITION, IS ASSUMED TO BEAR SOUTH 89 DEGREES 32 MINUTES 57 SECONDS WEST.BEARING NOTEHERITAGE COMMONS 10TH ADDITION0402080BEING 10 FEET IN WIDTH AND ADJOININGSTREET LINES AND BEING 5 FEET IN WIDTH,AND ADJOINING SIDE LOT LINES UNLESS NOTEDOTHERWISE SHOWN ON THE PLAT.DRAINAGE & UTILITY EASEMENTSARE SHOWN THUS:(NOT TO SCALE)LEGENDDENOTES SET 1/2 INCH IRON PIPE WITH CAP MARKED R.L.S. 42627DENOTES FOUND IRON MONUMENT AS NOTEDDENOTES FOUND MAGNETIC NAILDENOTES FOUND "X" CHISELED IN CONCRETEDENOTES FOUND DAKOTA COUNTY CAST IRON MONUMENTDENOTES RESTRICTED ACCESS PER THE PLAT OF HERITAGE COMMONSOFFICIAL PLATΔS89°32'59"W 625.20Sheet 2 of 2 SheetsCOUNTY OF DAKOTACITY OF LAKEVILLESEC. 29, T. 14, R. 20Page 121 of 301 ( S 3 8 ° 4 0 ' 4 4 " E ) EP EP EM TP >||||||||||||||>>>>>>>>>>>>>>>>>>>>>>>>SS S HY DHY DHYD E E E E E E TP TP TP TP T-BURT-BURT-BURT-BURT-BURT-BU R T-BUR >>>>>>>>>> > > > > > > > >>>>>>>>>>> > >>H.H. >>> FO -BUR FO-B U R FO-B U R FO-BUR FO-B U R FO-B U R FO-B U R FO-BUR FO-BUR FO-BUR FO-BUR FO-BUR FO-BUR FO-BUR FO-BUR FO-BUR FO-BUR H.H. E-O H E-O H E-OH E-O H E-O H E-O H E - O H E- O H E- O H E - O H E - O H E- O H |||||||||||||||STE STE STE STE STE STE | | | | | |||> STOP ||T- B U R T- B U R T- B U R E-BURE-BURE-BURE-BUR E-BU R E-BUR E-BUR E-BUR E-BUR E-BUR E-BUR E-BUR E-BUR E-BUR E-BUR E-BUR E-BUR E-BUR E-BUR E-BUR E-BUR E-BUR E - B U R E - B U R E- B U R E- B U R E- B U R E- B U R E- B U R E- B U R E- B U R E-B U R E-B U R E - B U R E - B U R E - B U R E - B U R E - B U R E- B U R E- B U R E- B U R E- B U R E-B U R E-B U R E-BU R E-B U R E-BU R FO-BUR FO-BUR FO-BUR FO-BUR FO-BUR FO-BUR FO-BUR FO-BUR G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S GA S GA S GA S GASGASGASGASGASGASGASGASGAS GAS GM > > > > > > > > > > PLM PLM PLM EXISTING BUILDING RIP RAP 122.00 DRAINAGE & UTILITY EASEMENT 1010S64 ° 2 6 ' 2 5 " E 8 0 . 0 0 S 3 7 ° 5 5 ' 3 6 " E 6 8 . 0 0 S00°10'04"E 200.21S89°32'57"W 77.80 N 3 7 ° 5 5 ' 4 0 " W 1 8 3 . 1 9 12.68 N00°02'12"E 99.71120.02LOT 1 OUTLOT A BLOCK 1 DAKOT A C . S . A . H . N O . 5 0 (202ND S T R E E T W E S T )DAKOTA C.S.A.H. NO. 9(DODD BOULEVARD)N00°00'29"W 298.65N89°59'31"E 156.92 N14°49'48"E25.79R=1814.86 L=165.13 Δ=5°12'48"R=435.00 L=14.42 Δ=1°54'00"C.B.=S13°52'48"WR= 3 00.00L = 4 8 . 3 6 Δ=9°14'11" C .B . =N5 2 °26'23"WN4 7 ° 4 9 ' 1 8 "W 7 2 . 3 5 R=684 . 0 0 L = 2 4 7 .1 7 Δ = 2 0 ° 4 2'1 5" C.B.=S 58°10'25"EN24°05'55"E 145.62S00°02'12"W25.26N 3 7 ° 5 5 ' 4 2 " W 1 5 7 . 6 6N00°02'12"E 120.02S89°57'48"E 248.69 N00°02'12"E 150.03R=1839.86 L=140.00 Δ=4°21'36" C.B.=S79°38'08"E 986985984986 987 986 980 98 4 985 984 983 984 980 985 982 980 982 983 984 985985985 985 30' 30'30'10'10'BUILDING SETBACK LINE 15' 15'15'PARKING SETBACK LINE BUILDING SETBACK LINEBUILDING SETBACK LINES PARKING SETBACK LINE 60.00N05°24'54"E 158.04N24°05'55"E25.39224.73 PROPOSED ACCESS EASEMENT10105 55 3 7 . 6 4 8 0 . 3 3 3 9 . 6 9 25.26DRAINAGE & UTILITY EASEMENT 10'DRAINAGE & UTILITY EASEMENT DRAINAGE & UTILITY EASEMENT PROPOSED ACCESS EASEMENT 100'75'R=1814.86 L=208.46 Δ=6°3 4'52"C.B.=S8 4°5 9 '3 5"E L=223.07 Δ=7°02'32" 23.97 75'80'S89°57'48"E 50.85 S00°02'12"W 118.78L=150.5 3 Δ=4°45'08" 10'S13°57'13"W 30.78S00°02'12"W 102.90S89°57'48"E 194.89 N00°02'12"E 3.15 OUTLOT B N00°20'55"E 149.6927.00122.69R =3 5 .00L =4 0.54Δ =6 6 °21'30"5EXISTING BUILDINGPROPOSED PARKING EASEMENT20' 20' FILE:..\230328\500 Drawings\Survey\230328P.dwg HERITAGE COMMONS 10TH ADDITION PRELIMINARY PLAT OF: 324 Garfield St. South | Cambridge, MN 55008 763.219.1235 | LHBcorp.com 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 Land Surveyor under the laws of the State of Minnesota. Kyle J. Roddy , MN PLS 42627 Signature:Date:05/14/2025 COUNTY OF DAKOTA CITY OF LAKEVILLE SEC. 29, T. 114, R. 20 0 4020 (SCALE IN FEET) OWNER & SUBDIVIDER HVP V EPIC Heritage, LLC 515 Congress Avenue Suite 1925 Austin, Texas 78701 FLOOD ZONE This parcel is shown on Flood Insurance Rate Map 27037C0192E as being within flood zone 'X', which is defined as an area determined to be outside the 0.2% (500yr) annual chance floodplain. ZONING DISTRICT SETBACK REQUIREMENTS (Verify with the City of Lakeville) Front / Abutting Public Street:30 Feet Side / Interior Lot Lines:10 Feet Parking: 15 Feet From Public Right of Way 5 Feet Interior Sign Setback:15 Feet From Any Property Line The subject property is located in a PUD Planned Unit Development district. PROPERTY DESCRIPTION VICINITY MAP LAKEVILLE, MN "NO SCALE"DODD BLVDIBERIA AVEHOLYOKE AVE202ND ST W HUNTER CTIBERIA AVE203RD ST W HOME FIRE WAY HERITAGE DR DAKOTA COUNTY 50 HO Y A C T HOMESTEAD CTBEING 10 FEET IN WIDTH AND ADJOINING STREET LINES AND BEING 5 FEET IN WIDTH, AND ADJOINING SIDE LOT LINES UNLESS NOTED OTHERWISE SHOWN ON THE PLAT. DRAINAGE & UTILITY EASEMENTS ARE SHOWN THUS: (NOT TO SCALE) NW 1/4 OF NE 1/4 SW 1/4 OF NE 1/4 NE 1/4 OF NW 1/4 SE 1/4 OF NW 1/4 ICEFALLTRAILSEC. 29, TOWNSHIP 114, RANGE 20 (PID 223203000010) Outlot A, HERITAGE COMMONS 6TH ADDITION, according to the recorded plat thereof, Dakota County, Minnesota. AND (PID 220290025018) That part of the NE 1/4 of the NW 1/4 of Section 29, Township 14, Range 20, Dakota County, Minnesota, described as follows: Commencing at the Northeast corner of said NE 1/4 of the NW 1/4 of Section 29; thence South 00 degrees 17 minutes 49 seconds East, assumed bearing along the East line of the said NE 1/4 of the NW 1.4 a distance of 1264.28 feet to the Northerly right-of-way line of Minnesota Trunk Highway No. 50; thence South 88 degrees 47 minutes 53 seconds West, along said highway right-of-way line, a distance of 735.70 feet; thence Westerly along the said highway right-of-way line on a tangential curve to the right having a radius of 1839.86 feet, a distance of 277.30 feet to the actual point of beginning; thence continue Westerly along the said highway right-of-way line and along the afore described curve to the right having a radius of 1839.86 feet, a distance of 140.00 feet to the point where said right-of-way line deflects to the Northwest; thence North 38 degrees 40 minutes 44 seconds West along said right-of-way line a distance of 157.66 feet to the point where said right-of-way line deflects to the North; thence North 00 degrees 42 minutes 52 seconds West along said right-of-way line a distance of 120.00 feet; thence North 89 degrees 17 minutes 08 seconds East a distance of 121.99 feet; thence South 38 degrees 40 minutes 44 seconds East a distance of 183.19 feet; thence South 00 degrees 42 minutes 52 seconds East distance of 124.97 feet to the actual point of beginning, Dakota County, Minnesota. AND (Pt of PID 220290025016) That part of the NE 1/4 of the NW 1/4 of Section 29, Township 114, Range 20, Dakota County, Minnesota, described as follows: Commencing at the northeast corner of said NE 1/4 of the NW 1/4 of Section 29; thence South 00 degrees 17 minutes 49 seconds East, assumed bearing, along the east line of said NE 1/4 of the NW 1/4 a distance of 1264.28 feet to the northerly right-of-way line of Minnesota Trunk Highway No. 50; thence South 88 degrees 47 minutes 53 seconds West, along said highway right-of-way line a distance of 625.20 feet; thence North 00 degrees 17 minutes 49 seconds West, parallel with the east line of said NE 1/4 of the NW 1/4 a distance of 200.15 feet; thence South 89 degrees 05 minutes 27 seconds West a distance of 374.36 feet to the point of beginning; thence North 65 degrees 11 minutes 20 seconds West a distance of 80.00 feet; thence North 38 degrees 40 minutes 44 seconds West a distance of 68.00 feet to a point on the easterly extension of the north line of the property described on Warranty Deed dated September 27, 1983, and recorded in the Dakota County Recorder's Office as Document No. 643428; thence North 89 degrees 17 minutes 08 seconds East along said easterly extension of the north line of the property described on Warranty Deed dated September 27, 1983 and recorded as Document No. 643428 a distance of 114.02 feet to a point on a line that bears North 00 degrees 42 minutes 52 seconds West from the actual point of beginning; thence South 00 degrees 42 minutes 52 seconds East a distance of 88.08 feet to the actual point of beginning, according to the United States Government Survey thereof and situate in Dakota County, Minnesota. SITE >> | > E-BUR GAS FO-BUR T-BUR EMHY DG S STE STOP TP DENOTES FOUND IRON PIPE DENOTES FOUND MAGNETIC NAIL DENOTES FOUND REBAR DENOTES SET IRON PIPE DENOTES EXISTING ROAD SIGN DENOTES EXISTING STOP SIGN DENOTES EXISTING STORM MANHOLE DENOTES EXISTING CATCH BASIN DENOTES EXISTING SANITARY MANHOLE DENOTES EXISTING HYDRANT DENOTES EXISTING WATER VALVE DENOTES EXISTING TELEPHONE/FIBER PEDESTAL DENOTES EXISTING GAS MANHOLE DENOTES EXISTING LIGHT POLE DENOTES EXISTING POWER POLE DENOTES EXISTING ELECTRIC METER DENOTES EXISTING ELECTRIC VAULT DENOTES EXISTING PIPELINE MARKER DENOTES EXISTING SANITARY SEWER DENOTES EXISTING WATERMAIN DENOTES EXISTING STORM SEWER DENOTES EXISTING UNDERGROUND ELECTRIC LINE DENOTES EXISTING UNDERGROUND GAS LINE DENOTES EXISTING UNDERGROUND FIBER OPTIC LINE DENOTES EXISTING UNDERGROUND TELEPHONE LINE DENOTES AREA OF B ITUMINOUS DENOTES AREA OF CONCRETE LEGEND PLM TAX PARCEL INFORMATION: PID 223203000010 - Outlot A, HERITAGE COMMONS 6TH ADDITION PID 220290025018 - Pt. of the NE 1/4 of the NW 1/4 of Section 29 Pt. of PID220290025016 - Pt. of the NE 1/4 of the NW 1/4 of Section 29 LOT AREAS Lot 1, Block 1:60,191 s.f. / 1.38 Acres Outlot A:94,349 s.f. / 2.17 Acres Outlot B:1,212 s.f. / 0.03 Acres Right of Way:6,996 s.f. / 0.16 Acres Total Area:162,748 s.f. / 3.74 Acres Page 122 of 301 1 City of Lakeville Community Development Dept Memorandum To: Tina Goodroad, AICP, Community Development Director From: Heather Botten, Senior Planner Date: November 24, 2025 Subject: Heritage Commons 10th Addition – Final Plat BACKGROUND Representatives of HVP V Epic Heritage, LLC have submitted an application for a final plat to be known as Heritage Commons 10th Addition. The preliminary plat was approved by the City Council on July 7, 2025. The property is 3.74 acres in size and located north of 202nd Street (CSAH 50), east of Dodd Boulevard and south of Heritage Drive. The final plat includes a three outlot subdivision along with the right-of-way dedication for CSAH 50 and Dodd Blvd. One outlot (Outlot B) is planned to be deeded to Lake Marion Collision and the other two outlots are planned for future commercial development. Future development of the outlots will require platting of the parcels into a lot and block. The final plat plans for Heritage Commons 10th Addition have been reviewed by the Community Development Department and the Engineering Division. EXHIBITS: A. Location Map B. Final Pat C. Preliminary Plat FINAL PLAT Existing Site Conditions. The Heritage Commons PUD commercial development plan has progressed over several phases since the initial development phase was approved in 1999. The proposed preliminary plat is the tenth addition of the Planned Unit Development. The site was Page 123 of 301 2 previously utilized as a gas station that was demolished around 2005. There are no existing wetlands or trees located on the property. Zoning and Surrounding Uses. The property is zoned PUD, Planned Unit Development. The proposed plat is surrounded by the following existing or planned land uses: Direction Existing Use Land Use Plan Zoning North Heritage Drive and Lake Marion Collision Commercial C-3, General Commercial South 202nd Street (CSAH 50) and commercial businesses Commercial C-3, General Commercial East O’Reilly Auto Commercial PUD, Planned Unit Development West Dodd Blvd (CSAH 9) and Kwik Trip Commercial C-3, General Commercial Zoning and Comprehensive Plan consistency. The Heritage Commons 10thAddition property is located in Planning District No. 4, Central Lakeville, and is guided for commercial uses in the 2040 Comprehensive Land Use Plan. The property is in the current Metropolitan Urban Service Area (MUSA) which means that City municipal services are available to serve the property. The Heritage Commons 10thAddition property is zoned PUD, Planned Unit Development District with an underlying C-3, General Commercial District zoning. The proposed final plat meets the recommended goals and objectives of the zoning code and comprehensive plan. Consistency with the Capital Improvement Plan (CIP). No public street construction or other public funded infrastructure construction is proposed with the Heritage Commons 10th Addition final plat. All streets, sanitary sewer, water and storm sewer improvements required for the area were installed by the developer with the Heritage Commons development in 2001. Lot/Block/Outlot. The Heritage Commons 10th Addition plat proposes two future buildable outlots. The minimum lot size and area shall follow the underlying C-3 District minimum lot requirements: Lot Area Lot Width Minimum Required 20,000 SF 100 feet Proposed Outlot A 94,349 SF (2.17 ac) 350+ feet Proposed Outlot C 60,191 (1.38 ac) 120+ feet Page 124 of 301 3 The third outlot, Outlot B, will be combined with the Lake Marion Collision property by administrative subdivision. Streets. No new streets are proposed with the Heritage Commons 10thAddition plat. The property is adjacent to Dodd Blvd (CSAH 9), Heritage Drive, and 202nd St (CSAH 50). The developer is dedicating the necessary right-of-way as required by Dakota County. Access to the lot will be by shared access from Heritage Drive which is classified as minor collector road in the Comprehensive Transportation Plan. Park Dedication. The Park Dedication requirement has not been satisfied on the parent parcels and will be collected with the development of Outlots A and C. Dakota County Plat Commission. The Dakota County Plat Commission reviewed the preliminary plat at their April 23, 2025 meeting and recommend approval of the preliminary and final plat to the Dakota County Board. RECOMMENDATION Community Development staff have determined that the final plat of Heritage Commons 10th Addition is consistent with the approved preliminary plat and complies with Subdivision and Zoning Ordinance requirements. Staff recommends approval of the final plat subject to the following stipulations: 1. The Heritage Commons 10th Addition final plat is approved subject to the development contract, security requirements and the recommendations and requirements listed in the Engineering Division memorandum dated November 24, 2025. 2. The Mayor and City Clerk are hereby authorized to sign the final plat mylars, development contract, and all documents pursuant to the approved development contract. 3. The City Clerk is directed to file a certified copy of this resolution with the Dakota County Recorder. 4. Outlot B shall be combined by administrative subdivision with the property to the north located at 20120 Dodd Blvd. Page 125 of 301 City of Lakeville Public Works – Engineering Division Memorandum To: Heather Botten, Senior Planner From: Alanna Sobottka, Civil Engineer McKenzie L. Cafferty, Environmental Resources Manager Copy: Tina Goodroad, Community Development Director Julie Stahl, Finance Director Zach Johnson, City Engineer David Mathews, Building Official Date: November 24, 2025 Subject: Heritage Commons 10th Addition • Final Plat • Final Grading and Erosion Control Plan • Final Parking Lot Expansion Plan BBAACCKKGGRROOUUNNDD HVP V Epic Heritage, LLC has submitted a final plat named Heritage Commons 10th Addition. The parent parcels (PID Nos. 223203000010, 220290025018, and part of 220290025016) consist of a metes and bounds parcel, Outlot A, Heritage Commons 6th Addition, and a section of a secondary metes and bounds parcel. It is zoned PUD, Planned Unit Development. The proposed development is located east of and adjacent to Dodd Boulevard, north of and adjacent to 202nd Street (CSAH 50), and south of and adjacent to Heritage Drive. The final plat consists of three (3) outlots within one (1) block on 3.74 acres. The outlots created with the final plat shall have the following use: Outlot A: Future Development; retained by Developer (2.17 acres) Outlot B: Driveway and Open Space, to be deeded to Lake Marion Collision (0.03 acres) Outlot C: Future Development; retained by Developer (1.54 acres) The proposed development will be completed by: Page 126 of 301 HHEERRIITTAAGGEE CCOOMMMMOONNSS 1100TTHH AADDDDIITTIIOONN –– FFIINNAALL PPLLAATT NNOOVVEEMMBBEERR 2244,, 22002255 PPAAGGEE 22 OOFF 66 Developer: HVP V Epic Heritage, LLC Engineer: LHB SSIITTEE CCOONNDDIITTIIOONNSS The site was previously utilized as a gas station that has since been demolished. Two existing shared access driveways are located on the west and northeast sides of the parcel. There are no existing wetlands or trees located in or near the parcel. The site is located within the South Creek Stormwater District with the site generally draining southwest to northeast. SSTTRREEEETT AANNDD SSUUBBDDIIVVIISSIIOO NN LLAAYYOO UUTT Dodd Boulevard (CSAH 9) Heritage Commons 10th is located east of and adjacent to Dodd Boulevard (CSAH 9), a Dakota County highway classified as a minor arterial. The 2022 Dakota County Plat Needs Map (rev. 10-27-22) identifies a half right-of-way need of 75 feet. The Developer is dedicating the necessary right-of-way as shown within the preliminary plat. The preliminary plat was reviewed and recommended for approval by the Dakota County Plat Commission on April 23, 2025 The Developer is responsible for any requirements stipulated by Dakota County. 202nd Street (CSAH 50) Heritage Commons 10th Addition is located north of and adjacent to 202nd Street (CSAH 50), a minor arterial County roadway as identified in the City’s Transportation Plan. The preliminary plat was reviewed and recommended for approval by the Dakota County Plat Commission at its April 23, 2025 meeting. The developer is dedicating the necessary right-of-way as shown within the preliminary plat. The Developer is responsible for any requirements stipulated by Dakota County. Heritage Drive Heritage Commons 10th Addition is located south of and adjacent to Heritage Drive, a minor collector roadway as identified in the City’s Transportation Plan. The right-of-way for Heritage Drive was dedicated with the Heritage Commons final plat; no additional right-of-way is required with the final plat. No construction improvements are proposed with Heritage Commons 10th Addition final plat. CCOONNSSTTRRUUCCTTIIOONN AACCCCEESSSS Construction traffic access and egress for grading, utility and street construction shall be determined with the final construction plans. Page 127 of 301 HHEERRIITTAAGGEE CCOOMMMMOONNSS 1100TTHH AADDDDIITTIIOONN –– FFIINNAALL PPLLAATT NNOOVVEEMMBBEERR 2244,, 22002255 PPAAGGEE 33 OOFF 66 PPAARRKKSS,, TTRRAAIILLSS AANNDD SSIIDD EEWWAALLKKSS The Park Dedication requirement has not been satisfied on the parent parcels and will be collected with subsequent phases of the Heritage Commons preliminary plat at the time they are final platted into lots and blocks, at the rate in effect at the time of final plat approval. Development of Heritage Commons 10th Addition does not include the construction of public trails or sidewalks. Existing sidewalks are located along Dodd Boulevard and 202nd Street adjacent to the plat. UUTTIILLIITTIIEESS SSAANNIITTAARRYY SSEEWWEERR Heritage Commons 10th Addition is located within subdistrict ML-70050 of the Lake Marion sanitary sewer district as identified in the City’s Comprehensive Sanitary Sewer Plan. Wastewater will be conveyed to the MCES Farmington Interceptor monitored by meter M649 and continue to the Empire Wastewater Treatment Facility. No sanitary sewer construction is proposed with Heritage Commons 10th Addition. The Sanitary Sewer Availability Charge will be collected with subsequent phases of the Heritage Commons preliminary plat at the time they are final platted into lots and blocks, at the rate in effect at the time of final plat approval. WWAATTEERRMMAAIINN An existing 8-inch watermain stub extends into the parcel from Heritage Drive on the northeast portion of the parcel. Development of Heritage Commons 10th Addition includes the extension of 6-inch watermain to provide service to the development. No watermain construction is proposed with Heritage Commons 10th Addition. DDRRAAIINNAAGGEE AANNDD GG RR AADDIINN GG Heritage Commons 10th Addition is located within subdistricts SC-094 and SC-169 of the South Creek Drainage District, as identified in the City’s Water Resources Management Plan. Heritage Commons 10th Addition contains less than one acre of site disturbance, however is identified as part of a common plan of development of greater than one acre. A National Pollution Discharge Elimination System General Stormwater Permit for construction activity is required from the Minnesota Pollution Control Agency for areas exceeding one acre being disturbed by grading. A copy of the Notice of Stormwater Permit Coverage must be submitted to the City upon receipt from the MPCA. Page 128 of 301 HHEERRIITTAAGGEE CCOOMMMMOONNSS 1100TTHH AADDDDIITTIIOONN –– FFIINNAALL PPLLAATT NNOOVVEEMMBBEERR 2244,, 22002255 PPAAGGEE 44 OOFF 66 A grading permit for lots within Heritage Commons 10th Addition will not be approved until a suitable soil report for the site outlining any potential contamination is submitted to the City for review. SSTTOORRMM SSEEWWEERR No storm sewer construction is proposed with Heritage Commons 10th Addition. The Trunk Storm Sewer Area Charge has not been collected on the parent parcel and will be collected with subsequent phases of the Heritage Commons preliminary plat at the time they are final platted into lots and blocks, at the rate in effect at the time of final plat approval. FFEEMMAA FFLLOOOODDPPLLAAIINN AANN AALLYYSSIISS Heritage Commons 10th Addition is shown on the Flood Insurance Rate Map (Map Nos. 27037C0192E; Eff. Date 12/2/2011) as Zone X by the Federal Emergency Management Agency (FEMA). Based on this designation, there are no areas in the plat located within a Special Flood Hazard Area (SFHA), as determined by FEMA. WWEETTLLAANNDDSS There are no wetlands on the site. TTRREEEE PPRREESSEERRVVAATT IIOONN There are no trees within the parent parcel. EERROOSSIIOONN CCOONNTTRROOLL The plans include a detailed erosion and sediment control plan. The Developer is responsible for meeting all the requirements of the MPCA Construction Permit. The permit requires that all erosion and sediment best management practices (BMPs) be clearly outlined in a site’s SWPPP. Additional erosion control measures may be required during construction as deemed necessary by City staff. Any additional measures required shall be installed and maintained by the Developer. Changes made throughout construction must be documented in the SWPPP. An on-site preconstruction meeting shall be held with the City prior to work commencing on the site. No grading can take place until the City has reviewed and approved the SWPPP for the site. The MS4 Administration Fee has not been collected on the parent parcel and shall be paid with the final plat, calculated as follows: Page 129 of 301 HHEERRIITTAAGGEE CCOOMMMMOONNSS 1100TTHH AADDDDIITTIIOONN –– FFIINNAALL PPLLAATT NNOOVVEEMMBBEERR 2244,, 22002255 PPAAGGEE 55 OOFF 66 $8,531 x 2% = $170.62 Grading Cost Heritage Commons 10th Addition 2025 Rate MS4 Administration Fee Heritage Commons 10th Addition SECURITIES CONSTRUCTION COSTS Grading, Erosion Control, and Restoration 5,000.00 SUBTOTAL - CONSTRUCTION COSTS $ 5,000.00 OTHER COSTS Developer’s Design (3.0%) $ 150.00 Developer’s Construction Survey (2.5%) 125.00 City’s Legal Expense (0.5%) 25.00 Developer’s Record Drawing (0.5%) 25.00 Lot Corners/Iron Monuments 300.00 SUBTOTAL - OTHER COSTS $625.00 TOTAL PROJECT SECURITY $5,625.00 The Developer shall post a security to ensure the final placement of iron monuments at property corners with the final plat. The security is $100.00 per lot and outlot for a total of $300.00. The City shall hold this security until the Developer’s Land Surveyor certifies that all irons have been placed following site grading, street, and utility construction. CCAASSHH FFEEEESS A cash fee for the preparation of addressing, property data, and City base map updating shall be paid with the final plat and is calculated as follows: 3 lots x $90.00/unit = $270.00 Lots/Outlots Heritage Commons 10th Addition 2025 Rate Property Data & Asset/Infrastructure Mgmt. Fee Heritage Commons 10th Addition The Developer shall submit the final plat and construction drawings in an electronic format. The electronic format shall be in .pdf and either .dwg (AutoCAD) or .dxf format. CASH REQUIREMENTS MS4 Administration Fee 170.62 Property Data and Asset/Infrastructure Management Fee 270.00 TOTAL CASH REQUIREMENTS $ 440.62 Page 130 of 301 HHEERRIITTAAGGEE CCOOMMMMOONNSS 1100TTHH AADDDDIITTIIOONN –– FFIINNAALL PPLLAATT NNOOVVEEMMBBEERR 2244,, 22002255 PPAAGGEE 66 OOFF 66 RREECCOOMMMMEENNDDAATTIIOONN Engineering recommends approval of the Heritage Commons 10th Addition final plat, final grading and erosion control plan, final parking lot expansion plan. Page 131 of 301 Date: 1/5/2026 Release of Development Contract and Conditional Use Permit for Lord of Life Townhomes Proposed Action Staff recommends adoption of the following motion: Move to approve the release of the Development Contract and Conditional Use Permit for Lord of Life Lutheran Church Addition in relation to the property within the plat of Lord of Life Townhomes Overview The City has been requested to release and discharge the property in Lots 1 through 25, Block 1, Lord of Life Townhomes from the Development Contract and Conditional Use Permit (CUP) approved for the Lord of Life Church Addition. The City approved a conditional use permit on June 6, 2006, and the City and Lord of Life Church of Farmington, a Minnesota nonprofit corporation, entered into a Development Contract dated June 19, 2006. City staff has confirmed all requirements of the 2006 development contract have been met relating to the property and there is no longer a need to have the contract and CUP recorded against the Lord of Life Townhome property. Supporting Information 1. Release of Development Contract and CUP Financial Impact: NA Budgeted: No Source: Envision Lakeville Community Values: A Home for All Ages and Stages of Life Report Completed by: Heather Botten, Senior Planner Page 132 of 301 1 238089v1 (reserved for recording information) RELEASE OF DEVELOPMENT CONTRACT RELEASE OF DEVELOPMENT CONTRACT granted this ______ day of ________________, 2026, by the CITY OF LAKEVILLE, a Minnesota municipal corporation (“City”). WHEREAS, the City and Lord of Life Lutheran Church of Farmington, a Minnesota nonprofit corporation, entered into a Development Contract dated June 19, 2006 and recorded November 2, 2006, with the Office of the County Recorder, Dakota County, Minnesota as Document No. 2472802; and WHEREAS, the City has been requested to release and discharge the property legally described on Exhibit A (“Property”) from the Contract; WHEREAS, all requirements of the Contract have been met as to the Property and there is no longer a need to have the Contract recorded against the Property. NOW THEREFORE, be it resolved by the City of Lakeville, Minnesota: The Property is released and discharged from the Contract. ADOPTED this _____ day of _______________, 2026. [Remainder of the page is intentionally left blank. Signature page is to follow.] Page 133 of 301 1 238089v1 CITY OF LAKEVILLE (Seal) By ____________________________________ Luke M. Hellier, Mayor By ____________________________________ Ann Orlofsky, City Clerk STATE OF MINNESOTA ) ) ss. COUNTY OF DAKOTA ) The foregoing instrument was acknowledged before me this _____ day of ____________, 2026, by Luke M. Hellier and Ann Orlofsky, respectively the Mayor and the City Clerk of the City of Lakeville, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. ___________________________________ Notary Public DRAFTED BY: CAMPBELL KNUTSON, Professional Association Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 AMP/smt Page 134 of 301 2 238089v1 EXHIBIT A Lots 1 through 25, Block 1, Lord of Life Townhomes, Dakota County, Minnesota, according to the recorded plat thereof. Page 135 of 301 1 238092v1 RELEASE OF CONDITIONAL USE PERMIT This RELEASE OF CONDITIONAL USE PERMIT is granted this _____ day of __________________, 2026, by the CITY OF LAKEVILLE, a Minnesota municipal corporation ("City"). WHEREAS, on June 6, 2006, the City, at the request of Lord of Life Lutheran Church of Farmington., a Minnesota nonprofit corporation, approved a Conditional Use Permit (“CUP”), filed November 2, 2006, in the Office of the County Recorder, Dakota County, Minnesota, as Document No. 2472803; and WHEREAS, the City has been requested by the owner of the property legally described on Exhibit “A” attached hereto and made a part hereof (“Property”), which Property is subject to the CUP, to release and discharge the Property from the CUP; and WHEREAS, there is no longer a need to have the CUP recorded against the Property. NOW, THEREFORE, BE IT RESOLVED by the City of Lakeville, Minnesota that the CUP is released and discharged. ADOPTED this ____ day of ____________, 2026. [Remainder of the page is intentionally left blank. Signature page is to follow.] Page 136 of 301 2 238092v1 CITY OF LAKEVILLE By ____________________________________ Luke M. Hellier, Mayor (Seal) By ____________________________________ Ann Orlofsky, City Clerk STATE OF MINNESOTA ) ) ss. COUNTY OF DAKOTA ) The foregoing instrument was acknowledged before me this _____ day of ____________, 2026, by Luke M. Hellier and Ann Orlofsky, respectively the Mayor and the City Clerk of the City of Lakeville, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. ___________________________________ Notary Public DRAFTED BY: CAMPBELL KNUTSON, Professional Association Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 AMP/smt Page 137 of 301 3 238092v1 EXHIBIT “A” Legal Description Lots 1 through 25, Block 1, Lord of Life Townhomes, Dakota County, Minnesota, according to the recorded plat thereof. Page 138 of 301 Date: 1/5/2026 Veridian Credit Union Conditional Use Permit Proposed Action Staff recommends adoption of the following motion: Move to approve a conditional use permit to allow a drive-through service window accessory to an allowed use and adopt the findings of fact. Overview Veridian Credit Union has submitted an application for a conditional use permit to allow a drive- through service window accessory to an allowed use in the Marketplace At Cedar development. The building will be located on Lot 1 of the Marketplace At Cedar final plat, which was recently approved by the City Council. A stipulation of the CUP was that that final plat must be recorded; that occurred on December 23, so the stipulation has been satisfied. The Planning Commission held a public hearing on the CUP application at its December 18, 2025 meeting and unanimously recommended approval. There was no public comment. The Developer has submitted a revised landscape plan, which satisfies stipulation number 5 of the December 10, 2025 Planning report. Supporting Information 1. Conditional Use Permit + Findings of Fact 2. Revised landscape plan 3. December 18, 2025 Planning Commission draft meeting minutes 4. Planning Report + exhibits Financial Impact: $0 Budgeted: No Source: Envision Lakeville Community Values: Diversified Economic Development Report Completed by: Kris Jenson, Planning Manager Page 139 of 301 1 (Reserved for Dakota County Recording Information) CITY OF LAKEVILLE DAKOTA COUNTY, MINNESOTA CONDITIONAL USE PERMIT NO. 26-__ 1. Permit. Subject to the terms and conditions set forth herein, the City of Lakeville hereby approves a Conditional Use Permit for Veridian Credit Union to allow a drive-through service window accessory to an allowed use on property zoned M-2, Mixed Use Cedar Corridor District, located at the east of Cedar Avenue (CSAH 23) and south of 179th Street (CSAH 9). 2. Property. The permit is for the following described property in the City of Lakeville, Dakota County, Minnesota: Lot 1, Block 1, Marketplace At Cedar 3. Conditions. This conditional use permit is issued subject to the following conditions: a. The site shall be developed in accordance with the plans approved by the City Council. b. Signs shall comply with Zoning Ordinance requirements and receive sign permit approval prior to installation. c. A security for landscaping must be submitted with the building permit and an as-built plan of the landscaping submitted prior to inspection. 4. Revocation. The City may revoke the conditional use permit for cause upon determination that the conditional use permit is not in conformance with the conditions of the permit or is in continued violation of the city code or other applicable regulations. Page 140 of 301 2 5. Expiration. This conditional use permit shall expire unless the applicant commences the authorized use within one year of the date of this conditional use permit unless an extension is approved by the Zoning Administrator. DATED: January 5, 2026 CITY OF LAKEVILLE BY: _____________________________ Luke M. Hellier, Mayor SEAL BY: _____________________________ Ann Orlofsky, City Clerk STATE OF MINNESOTA ) ( COUNTY OF DAKOTA ) The foregoing instrument was acknowledged before me this 5th day of January 2026 by Luke M. Hellier, Mayor and by Ann Orlofsky, City Clerk of the City of Lakeville, a Minnesota municipal corporation, on behalf of the corporation. ____________________________ Notary Public DRAFTED BY: City of Lakeville 20195 Holyoke Avenue Lakeville, MN 55044 Page 141 of 301 1 CITY OF LAKEVILLE DAKOTA COUNTY, MINNESOTA CONDITIONAL USE PERMIT VERIDIAN CREDIT UNION FINDINGS OF FACT AND DECISION On December 18, 2025, the Lakeville Planning Commission met at its regularly scheduled meeting to consider the application of Veridian Credit Union for a conditional use permit to allow a drive through service window accessory to an allowed use (credit union) within the M-2, Mixed Use Cedar Corridor District, south of 179th Street (CSAH 9) and east of Cedar Avenue (CSAH 23). The Planning Commission conducted a public hearing on the conditional use permit application preceded by published and mailed notice. The applicant was present and the Planning Commission heard testimony from all interested persons wishing to speak. The City Council hereby adopts the following: FINDINGS OF FACT 1. The subject property is located in Comprehensive Planning District 5, which guides the property for Corridor Mixed Use. 2. The subject site is zoned M-2, Mixed Use Cedar Corridor District. 3. Legal description of the property will be, upon the recording of the Marketplace at Cedar final plat: Lot 1, Block 1, Marketplace At Cedar 4. Chapter 4 of the City of Lakeville Zoning Ordinance provides that a conditional use permit may not be issued unless certain criteria are satisfied. The criteria and our findings regarding them are: a. The proposed action has been considered in relation to the specific policies and provisions of and has been found to be consistent with the official City Comprehensive Plan. Finding: The proposed drive-through service window for an allowed use is consistent with the guided mixed use of the property. b. The proposed use is or will be compatible with present and future land uses of the area. Finding: The proposed drive-through service window for an allowed use will be compatible with the existing and future land uses in the area. Page 142 of 301 2 c. The proposed use conforms to all performance standards contained in the Zoning Ordinance and the City Code. Finding: Provided compliance with the stipulations of the conditional use permit, the proposed drive-through service window for an allowed use will conform to all performance standards contained in the Zoning Ordinance and the City Code. d. The proposed use can be accommodated with existing public services and will not overburden the City’s service capacity. Finding: The proposed drive-through service window for an allowed use can be accommodated with existing public services and will not overburden the City’s service capacity. e. Traffic generated by the proposed use is within capabilities of streets serving the property. Finding: The streets serving the subject property are adequate to accommodate traffic from the proposed drive-through service window for an allowed use. 5. The report dated December 10, 2025 and prepared by Kris Jenson, Planning Manager and Heather Botten, Senior Planner is incorporated herein. DECISION The City Council approves the conditional use permit in the form attached hereto. DATED: January 5, 2026 CITY OF LAKEVILLE BY: ________________________ Luke M. Hellier, Mayor SEAL BY: ________________________ Ann Orlofsky, City Clerk Page 143 of 301 PYLON SIGN LP-3 LP-2 27 5 PYLON SIGN 13 18 10FFE = 1004.00 COFFEE 809 SF FFE = 1002.00 QSR 1,250 SF FFE = 1002.00 DENTAL 3,700 SF UTILITY15 85 PROPOSED BUILDING 3,029 SF FFE = 1006.00 4 Electric Easement per Document No. 1666640EX GGV G R=1012.66 EX MH R=1013.21 EX MH G GM G FO G G FO FOFOVOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHL>>Gas Pump UEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEGGGGGG G G G G G G G G G G G G G G G G G G G G G G G G G UEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEGUE UEUEGG GGGUE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE EX GGV >>>>>>>>>>>>UEUEUEUEUEUE UE UE UEU E I I I I I I I I I I I I I I I I I I I I I I I I I I I I >>>>>>>>>>>>>N01°02'36"W 641.4125.00 100.009 9 69979989991000100110021003100410051006COUNTY ROAD 23(CEDAR AVE)179TH STREET 10071009101110121013 10101008>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> I IIIIIII>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >> >> >>UEUEUEUEUE UE >>>>GGG>>>>(1) AG-A (2) TO-T (3) AS-S (2) GT-S (1) AS-S (1) AS-S (7) CA-K (3) SS-S(1) HP-M (3) CA-K (2) SS-S (17) SS-L (3) SS-S (7) SA-A (7) HP-M (7) CA-K (9) CA-K (4) JC-K (6) CS-F (1) GT-S (5) JD-J (1) AS-S >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>I I II>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> I I I I I I I II SYMBOL CODE QTY BOTANICAL / COMMON NAME SIZE ROOT DECIDUOUS SHADE TREE AS-S 6 ACER SACCHARUM 'SISSETON' NORTHERN FLARE® SUGAR MAPLE 2.5" CAL B & B GT-S 3 GLEDITSIA TRIACANTHOS `SKYLINE` SKYLINE HONEYLOCUST 2.5" CAL B & B EVERGREEN TREES TO-T 2 THUJA OCCIDENTALIS 'TECHNY' TECHNY ARBORVITAE 6` HT MIN B & B ORNAMENTAL TREES AG-A 1 AMELANCHIER X GRANDIFLORA 'AUTUMN BRILLIANCE' MULTISTEM AUTUMN BRILLIANCE SERVICEBERRY 8` HT MIN B & B DECIDUOUS SHRUBS CS-F 6 CORNUS SERICEA 'FARROW' ARCTIC FIRE® RED TWIG DOGWOOD 5 GAL CONT HP-M 8 HYDRANGEA PANICULATA 'SMHPCW' STRAWBERRY SHAKE™ PANICLE HYDRANGEA 5 GAL CONT SS-S 8 SPIRAEA SORBIFOLIA 'SEM' SEM FALSE SPIREA 5 GAL CONT EVERGREEN SHRUBS JD-J 5 JUNIPERUS CHINENSIS 'DAUB'S FROSTED' DAUB'S FROSTED JUNIPER 3 GAL CONT JC-K 4 JUNIPERUS CHINENSIS 'KALLAYS COMPACT' KALLAY COMPACT PFITZER JUNIPER 3 GAL CONT GRASSES CA-K 26 CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER' KARL FOERSTER FEATHER REED GRASS 2 GAL CONT SS-L 17 SCHIZACHYRIUM SCOPARIUM LITTLE BLUESTEM 2 GAL CONT SA-A 7 SESLERIA AUTUMNALIS AUTUMN MOOR GRASS 2 GAL CONT SYMBOL QTY DESCRIPTION GROUND COVERS 2,402 SF DECORATIVE LANDSCAPE ROCK MULCH 3'' MIN DEPTH OVER GEOTEXTILE FABRIC 209 SF DOUBLE SHREDDED HARDWOOD MULCH MULCH 21,137 SF PREMIUM LAWN SOD LOCAL KENTUCKY BLUEGRASS BLEND PLANT SCHEDULE VERIDIAN CREDIT UNION THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT. © 2024 I & S GROUP, INC.PRELIMINARY NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTION10/10/25 CITY SUBMITTAL #1 MJE LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 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 11/18/25 CITY SUBMITTAL #2 MJE 12/17/25 CITY SUBMITTAL #3 MJE 32406 C5-LAND DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DWG LOCATION: S:\PROJECTS\32000 PROJ\32400-32499\32406 VERIDIAN CREDIT UNION MARKETPL-LAKEVILLE MN\32406 PRODUCTION FILES\32406 CIVIL 3D\PRODUCTION DWGS\32406 C5-LAND.DWG SAVED BY: PARKER.WANGSHEET NOT VALID UNLESS THIS TEXT IS COLOR. - 25-32406 --/--/-- C5-10 SITE RESTORATION AND PLANTING PLAN C5-10 SITE RESTORATION AND PLANTING PLAN 300 25-32406 C5-10 MINNESOTALAKEVILLE 0 SCALE IN FEET 20 40 JS, SAK JS MJE LANDSCAPE EDGING LANDSCAPE CODE REQUIREMENTS: - ALL EXPOSED GROUND AREAS, INCLUDING STREET BOULEVARDS, AND AREAS NOT DEVOTED TO OFF STREET PARKING, DRIVES, SIDEWALKS, PATIOS OR OTHER SUCH IMPROVEMENTS SHALL BE LANDSCAPED WITH GRASS, SHRUBS, TREES (EXCEPT IN BOULEVARD PORTIONS OF THE PUBLIC RIGHT OF WAY) OR OTHER ORNAMENTAL LANDSCAPE MATERIALS WITHIN ONE YEAR FOLLOWING THE DATE OF BUILDING OCCUPANCY, AS DETERMINED BY THE CERTIFICATE OF OCCUPANCY. - DECIDUOUS TREES INTENDED FOR SCREENING SHALL BE PLANTED NOT MORE THAN FORTY FEET (40') APART. EVERGREEN TREES INTENDED FOR SCREENING SHALL BE PLANTED SO THAT THEIR BRANCHES ARE TOUCHING AT THE NARROWEST PROJECTED MATURE CANOPY WIDTH. - OFF STREET PARKING AREAS: ALL OFF STREET PARKING AREAS WITH FIVE (5) OR MORE PARKING SPACES OR ANY PARKING AREA WITHIN TWENTY FEET (20') OF A RESIDENTIAL ZONING DISTRICT SHALL BE SCREENED LANDSCAPE EDGING LANDSCAPE EDGING COUNTY TRAIL, DRAINAGE &UTILITY EASEMENT EXISTING UTILITIES TO REMAIN LANDSCAPE EDGING LANDSCAPE EDGING Page 144 of 301 Planning Commission Meeting Minutes, December 18, 2025 Page 8 5f. Veridian Credit Union Chair Zimmer opened the public hearing to consider the application of ISG on behalf of Veridian Credit Union for a conditional use permit for a drive-through service window accessory to an allowed use in the M-2, Mixed Use Cedar Corridor District, in Marketplace at Cedar. Jamie Foust with ISG introduced the project. Ms. Jenson presented the staff report. Veridian Credit Union has applied for a conditional use permit to allow a drive-through service window accessory to an allowed use (credit union) in the M-2, Mixed Use Cedar Corridor District. The credit union is proposed on Lot 1, Block 1, Marketplace At Cedar, which is east of Cedar Avenue (CSAH 23) and south of 179th Street (CSAH 9). The City Council recently approved the Marketplace at Cedar final plat. The onsite parking does not interfere with the traffic circulation patterns. The stacking areas to enter the drive-through windows are separated from the site circulation for vehicles that are entering or existing the site. The stacking lane is on the east side of the building and is separated from pedestrian access, parking, and green areas on the property are located on the north, west, and south side of the building. Access to this site is provided by a private drive, thus no part of a public street or boulevard will be used for the stacking of automobiles. Chair Zimmer opened the hearing to the public for comment. There was no public comment. Motion was made by Kaluza, seconded by Tinsley to close the public hearing at 6:44 p.m. Voice vote was taken on the motion. Ayes – unanimous Chair Zimmer asked for comments from the Planning Commission. • Chair Zimmer expressed appreciation for the hidden location for the trash enclosure. • Commissioner Swenson stated he appreciates the variety of ornamental grass. • Chair Zimmer asked the applicant to acknowledge that they’ve had a chance to review the additional requirement for the reforestation and tree overlay. Mr. Foust stated the changes were addressed and resubmitted. • Commissioner Traffas asked about Marketplace at Cedar and whether Glanshaw Avenue will bisect it and if it will have access to 179th Street or will it simply service the businesses at Marketplace at Cedar. Ms. Jenson stated Glanshaw Avenue is currently located south of 181st Street, and a segment will continue north to a certain point where it takes a 90-degree turn to connect with Glacier Way. There will be two accesses aside from Glanshaw Avenue into the Marketplace At Cedar development. One access is a right in, right out from Cedar Avenue onto a private road that will provide access to the commercial area and Glanshaw Avenue. There will also be a right in, right out access on the north side from 179th Street that will come directly into the development. In 2027 there will be a traffic signal added to Glacier Way and 179th Street to facilitate traffic moving in and out of that area. Page 145 of 301 Planning Commission Meeting Minutes, December 18, 2025 Page 9 Motion was made by Einck, seconded by Swaney to recommend to City Council approval of the conditional use permit to allow a drive-through service window accessory to an allowed use in the M-2, Mixed Use Cedar Corridor District and the findings of fact, subject to the following stipulations: 1. The site shall be developed in accordance with the plans approved by the City Council. 2. The recording of the Marketplace at Cedar final plat. 3. Signs shall comply with Zoning Ordinance requirements and receive sign permit approval prior to installation. 4. A security for landscaping must be submitted with the building permit and an as-built plan of the landscaping submitted prior to inspection. Ayes: Swenson, Tinsley, Traffas, Kaluza, Zimmer, Einck, Swaney Nays: 0 There being no further business, the meeting was adjourned at 6:49 p.m. Respectfully submitted, Dawn Erickson, Community Development Recorder Page 146 of 301 1 City of Lakeville Community Development Memorandum To: Planning Commission From: Kris Jenson, Planning Manager Heather Botten, Senior Planner Date: December 10, 2025 Subject: Packet Material for the December 18, 2025 Planning Commission Meeting Agenda Item: Veridian Credit Union Conditional Use Permit Application Action Deadline: January 17, 2026 INTRODUCTION Andrea Rand, ISG, on behalf of Veridian Credit Union, has submitted an application for a conditional use permit to allow a drive-through service window accessory to an allowed use (credit union) in the M-2, Mixed Use Cedar Corridor District. The credit union is proposed on Lot 1, Block 1, Marketplace at Cedar, which is east of Cedar Avenue (CSAH 23) and south of 179th Street (CSAH 9). The City Council recently approved the Marketplace at Cedar final plat. The site development plans have been reviewed by the Community Development and Engineering Division staff. Given that there are no public street, stormwater, or utility improvements proposed to be done by the applicant, the Engineering Division has not prepared a staff memo for the proposed development. EXHIBITS A. Location Map B. Zoning Map C. Site Plan D. Grading Plan E. Site Restoration and Planting Plan F. Building Elevations Page 147 of 301 2 PLANNING A NALYSIS Surrounding Land Uses. The proposed property is zoned M-2, Mixed Use Cedar Corridor District and is guided CMU, Corridor Mixed Use. The site abuts the following existing or planned land uses: Direction Existing Use Land Use Plan Zoning North 179th Street (CSAH 9), McDonalds (Crossroads) C, Commercial PUD South Vacant Commercial Parcel CMU, Corridor Mixed Use M-2, Mixed Use CCD East Vacant Commercial Parcel CMU, Corridor Mixed Use M-2, Mixed Use CCD West Cedar Avenue (CSAH 23), Central Maintenance Facility Public and Quasi-Public P/OS, Public and Open Space Setbacks. The M-2 District requires a 30-foot structure setback when abutting a major collector or arterial street, with 10-foot setbacks to all other property lines. Parking stalls must be setback 15 feet from public rights-of-way and five feet from all other property lines. The proposed building and parking area complies with the required setbacks of the M-2 District. Grading, Drainage and Erosion Control. The conditional use permit plans include grading, drainage and erosion control, and private utilities construction associated with the proposed site plan. Stormwater design and installation is proposed with the Marketplace at Cedar plat. Jon Nelson, Assistant City Engineer, has reviewed the grading, drainage and erosion control, and utility plans and provides no additional comment. CONDITIONAL USE PERMIT Section 11-66-7.F of the Zoning Ordinance allows drive-through service windows accessory to an allowed use, other than convenience food in the M-2, Mixed Use District subject to meeting the following four criteria: 1. Drive Through Lane: A segregated automobile stacking lane sufficient for the traffic generated by the use shall be provided for the service window. The onsite parking does not interfere with the traffic circulation patterns. The stacking areas to enter the drive-through windows are separated from the site circulation for vehicles that are entering or existing the site. 2. Traffic Control: The stacking lane and its access shall be designed to control traffic in a manner to protect the pedestrians, buildings and green area on the site. Page 148 of 301 3 The stacking lane is on the east side of the building and is separated from pedestrian access, parking, and green areas on the property are located on the north, west, and south side of the building. 3. Use Of Street: No part of the public street or boulevard shall be used for stacking of automobiles. Access to this site is provided by a private drive, thus no part of a public street or boulevard will be used for the stacking of automobiles. 4. The drive through service window and drive through lane shall be screened from view of adjacent properties and public rights-of-way in accordance with section 11-21-9 of this title. Provided compliance with required landscaping revisions noted below, the site will provide screening from the right-of-way. GENERAL P ERFORMANCE STANDARDS In addition to the criteria listed above, Section 11-4-7 lists the following performance standards for conditional use permits: A. The use and the site in question shall be served by a street of sufficient capacity to accommodate the type and volume of traffic which would be generated and adequate right of way shall be provided. Access to the overall site is provided by Glanshaw Avenue, a local commercial street, which connects with Glacier Way to the east and 181st Street to the south. In 2027, a traffic signal will be added at the intersection of Glacier Way and 179th Street (CSAH 9), which will improve access to the Marketplace At Cedar site. There is also a private road that will allow right-in/right-out access to northbound Cedar Avenue (CSAH 23). The credit union site is served by a private roadway which provides access to most of the Marketplace At Cedar parcels. These public streets and private roads are and will be of sufficient capacity to serve the site. B. The site design for access and parking shall minimize internal as well as external traffic conflicts and shall be in compliance with chapter 19 of the Zoning Ordinance. Access to the overall development was discussed in depth with Marketplace At Cedar developer and Dakota County transportation staff to balance appropriate access to the site given the constraints of direct access from county roadways. The driveway to the site will be shared with the parcel to the east. C. If applicable, a pedestrian circulation system shall be clearly defined and appropriate provisions made to protect such areas from encroachment by parked or moving vehicles. A sidewalk proposed to be located just south of the property line will provide a connection to the existing bituminous trail along the east side of Cedar Avenue. The sidewalk runs along the north side of the private drive, giving pedestrians a separated access through the site. Page 149 of 301 4 D. Adequate off street parking and off street loading shall be provided in compliance with chapters 19 and 20 of the Zoning Ordinance. Because the building is less than 10,000 square feet in size, the site requires one parking space per 200 square feet of net floor area. Parking is calculated on the floor area of the building (3,029 square feet) after a 10% reduction, which in this case is 2,726 square feet. The site requires a minimum of 14 parking spaces. The Zoning Ordinance allows a maximum of 125% of the minimum spaces before a conditional use permit is required. The site plan shows 17 parking spaces, complying with code requirements. The off-street parking spaces and drive aisles meet the Zoning Ordinance requirements for size and dimensions. E. Loading areas and drive-up facilities shall be positioned so as to minimize internal site access problems and maneuvering conflicts, to avoid visual or noise impacts on any "adjacent" residential use or district, and provided in compliance with chapter 20 of this title. Not applicable F. Whenever a nonresidential use "is adjacent to" a residential use or district, a buffer area with screening and landscaping shall be provided in compliance with chapter 21 of this title. Not applicable G. General site screening and landscaping shall be provided in compliance with chapter 21 of this title. The City Forester reviewed the landscape plan, which provides for foundation plantings around the building. Prior to City Council consideration, it must be revised to incorporate overstory trees along the north, west, and south sides of the parcel at a spacing not to exceed 40 feet, as per Section 11-21-9 of the Zoning Ordinance. Screening landscaping must also be provided near the mechanical equipment in the southwest portion of the site as well as around the trash enclosure. Plantings on the site must adhere to the plan and provide a as-built landscape plan prior to inspection of the installed landscaping. An escrow for the landscape materials and installation amount will be collected with the building permit. H. All exterior lighting shall be directed so as not to cast glare toward or onto the public right of way or neighboring residential uses or districts, and shall be in compliance with section 11-16-17 of the Zoning Ordinance. A photometric lighting plan was submitted, which shows the proposed light levels for the entire site as well as the location of the light poles, which are proposed to be 28 feet in height. The Zoning Ordinance limits exterior lighting to not more than one foot-candle at property lines using fixtures with downcast lighting and horizontal shielding and not to exceed a total height of 35 feet. The proposed lighting plan complies with Sections 11-16-17.B of the Zoning Ordinance. I. Potential exterior noise generated by the use shall be identified and mitigation measures as may be necessary shall be imposed to ensure compliance with section 11-16-25 of the Zoning Ordinance. Page 150 of 301 5 Any noise that may come from the drive-through lanes would be consistent with similar commercial uses allowed in the M-2 zoning district. J. The site drainage system shall be subject to the review and approval of the city engineer. The Engineering Division has reviewed and approved the site drainage and utility plans. K. The architectural appearance and functional design of the building and site shall not be so dissimilar to the existing or potential buildings and area so as to cause a blighting influence. All sides of the principal and accessory structures are to have essentially the same or coordinated, harmonious exterior finish materials and treatment. The applicant has provided colored renderings of each building elevation illustrating a variety of materials and color pallet as required by Section 11-17-9 of the Zoning Ordinance. All sides have 75 – 87% Grade A materials, exceeding the minimum requirements of Section 11-17-9.D.1 of the Zoning Ordinance. The exterior finish for the proposed building complies with the requirements of the Zoning Ordinance. The proposed building is a nearly 26-foot tall, one-story structure that complies with the Zoning Ordinance requirements for height in the M-2 District. L. Provisions shall be made for daily litter control, an interior location for recycling, and trash handling and storage or an outdoor, enclosed receptacle area shall be provided in compliance with section 11-18-11 of the Zoning Ordinance. Plans indicate that the trash enclosure will have a stone veneer which is consistent with the principal building as well as a maintenance-free gate, which complies with Zoning Ordinance requirements. The proposed location of the enclosure is adjacent to 179th Street, which is considered one of the front yards for this parcel. Waste enclosures are normally placed in the side or rear yards of a site so as to not be prominently visible on a site. On this site, the grade north of drive aisle slopes up to a retaining wall, the top of which will be approximately the same height as the top of the trash enclosure. The Developer will revise the landscape plan to provide additional plantings between the enclosure and the retaining wall for screening. The trash enclosure will be far less visible in this location than if it were to be moved to the south side of the site. M. All signs and informational or visual communication devices shall be in compliance with chapter 23 of the Zoning Ordinance. All proposed wall signs are subject to the allowances established for the M-2 District by Section 11-23-19.D of the Zoning Ordinance. Wall signs shown on the elevations are illustrative only; no approval for signs is granted as a part of the conditional use permit review. The Zoning Ordinance allows a corner lot to have wall signs not to exceed a total of 200 gross square feet. A freestanding sign is not permitted for the property per the M-2 District standards. Sign permits are required to be issued prior to the installation of any signs on the building. N. The use and site shall be in compliance with any federal, state or county law or regulation that is applicable and any related permits shall be obtained and documented to the city. Page 151 of 301 6 The property owner is required to obtain any permits from Metropolitan Council or other agencies, if applicable. O. Any applicable business licenses mandated by this code are approved and obtained. Not applicable P. The hours of operation may be restricted when there is judged to be an incompatibility with a residential use or district. The hours of operation are not expected to be incompatible with the surrounding commercial area. Q. The use complies with all applicable performance standards of the zoning district in which it is located and where applicable, any nonconformities shall be eliminated. Not applicable R. All additional conditions pertaining to a specific site are subject to change when the council, upon investigation in relation to a formal request, finds that the general welfare and public betterment can be served as well or better by modifying or expanding the conditions set forth herein. Not applicable RECOMMENDATION The Veridian Credit Union conditional use permit is consistent with the requirements of the Zoning Ordinance. Community Development staff recommends approval subject to the following conditions: 1. The site shall be developed in accordance with the plans approved by the City Council. 2. The recording of the Marketplace At Cedar final plat. 3. Signs shall comply with Zoning Ordinance requirements and receive sign permit approval prior to installation. 4. A security for landscaping must be submitted with the building permit and an as-built plan of the landscaping submitted prior to inspection. 5. Prior to consideration by the City Council, the landscape plan must be revised to show the following: • Perimeter overstory trees not more than 40 feet apart. • Screening of the mechanical equipment/transformer • Screening on the north side of the trash enclosure. Findings of Fact for approval of the conditional use permit request are attached for consideration. Page 152 of 301 Dakota County, VantorCEDAR AVENUE (CSAH 23)179TH ST (CSAH 9) Future Marketplace at Cedar plat Veridian CU - Approximate location ± 181ST ST GLANSHAW AVEGLACI ER WA Y City of Lakeville Location Map Veridian CUPGL A SG O W A V E EXHIBIT A Page 153 of 301 C-3 P/OS P/OS P/OS PUD RM-1 P/OS PUD PUD P/OS RM-1 RS-4 RST-2 M-2 RM-3CEDAR AVENUE (CSAH 23)179TH ST (CSAH 9) Future Marketplace at Cedar plat Veridian CU - Approximate location ± 181ST ST GLANSHAW AVEGLACI ER WA Y City of Lakeville Location Map Veridian CUP EXHIBIT BGL A SG O W A V E Page 154 of 301 PYLON SIGN LP-3 LP-2 27 4 PYLON SIGN 13 17 10FFE = 1004.00 COFFEE809 SF FFE = 1002.00 QSR1,250 SF FFE = 1002.00 DENTAL3,700 SF UTILITY15 85 PROPOSEDBUILDING3,029 SFFFE = 1006.00 4 Electric Easement per Document No. 1666640G G GM G FO G G FO FOFOVGas Pump COUNTY ROAD 23(CEDAR AVE)179TH STREET ST-1 ST-6 ST-4 ST-3 CO-1 ST-5 ST-2 >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>I I II>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> I I I I I I I IIR30'R3'R5'R5 'R5'R10'R3'R 3 'R3'12.6'7.9' 7' 2 2 . 5 ' 11.5'20.2'11.5'24'20'9' 6' 12.5'14'13.2' 52' 18'9'9'9'24' 16.8'7'10'13'9'9' 6'5'5'8.2'R25'R30'R5'24'R5 ' R20' R2'10'30 51010 305 10 28R3'R3'10' VERIDIAN CREDITUNION THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT. © 2024 I & S GROUP, INC.PRELIMINARY NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTION10/10/25 CITY SUBMITTAL #1 MJE LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED 11/18/25 CITY SUBMITTAL #2 MJE 32406 C3-SITE DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DWG LOCATION: S:\PROJECTS\32000 PROJ\32400-32499\32406 VERIDIAN CREDIT UNION MARKETPL-LAKEVILLE MN\32406 PRODUCTION FILES\32406 CIVIL 3D\PRODUCTION DWGS\32406 C3-SITE.DWG SAVED BY: MICKY.EBERTHSHEET NOT VALID UNLESS THIS TEXT IS COLOR. - 25-32406 --/--/-- C3-10 SITE PLAN C3-10 SITE PLAN 300 25-32406 C3-10 MINNESOTALAKEVILLE 0 SCALE IN FEET 20 40 JS, SAK JS MJE PAVEMENT LEGEND SYMBOL DESCRIPTION CONCRETE PAVEMENT ISLAND CONCRETE PAVEMENT CONCRETE WALK TURN DOWN CONCRETE WALK REVERSE PITCH CONCRETE CURB AND GUTTER TRANSFORMER PAD LOCATION (MEP TO CONFIRM PAD SIZE & LOCATION) SIGN (SEE ARCH PLANS) BUILDING CANOPY (SEE ARCH PLANS) TURNDOWN WALK (TYP) PRIVATE DRIVE FOR REFERENCE ONLY (PART OF OVERALL MARKETPLACE PROJECT) BUILDING SETBACK (TYP) DRAINAGE AND UTILITY EASEMENT (TYP) PARKING SETBACK (TYP) PROPERTY LINE (TYP) ROW (TYP) EXISTING COUNTY TRAIL, DRAINAGE & UTILITY EASEMENT (TYP) RETAINING WALL WITH FENCE (PART OF PROJECTS BY OTHERS) SIDEWALK (PART OF OVERALL MARKETPLACE PROJECT) PYLON SIGN (PART OF OVERALL MARKETPLACE PROJECT) DUMPSTER ENCLOSURE (SEE ARCH PLANS) EXISTING TRAIL TO REMAIN EXISTING TREES, UTILITIES, & SIGNAGE TO REMAIN (TYP) 3' CURB DROP 3' CURB DROP 9' ADA SIDEWALK RAMP PRIVATE SITES BEING SHOWN FOR REFERENCE ONLY (PART OF PROJECTS BY OTHERS) PRIVATE SITES BEING SHOWN FOR REFERENCE ONLY (PART OF PROJECTS BY OTHERS) 7' ADA SIDEWALK RAMP BIKE RACK (OWNER AND ARCH TO CONFIRM TYPE) PAINTED DIRECTIONAL ARROW (TYP) 3' CURB DROP PUBLIC TRAIL (PART OF PROJECTS BY OTHERS) FDC DRIVE THRU ISLAND (TYP)ACCESSIBLE PARKING SYMBOL (TYP) NO PARKING STRIPING (TYP) PAINTED CROSSWALK LIGHT POLE (TYP) (SEE PHOTOMETRIC AND ELECTRIC PLANS) ACCESSIBLE PARKING SIGN (TYP) SIGN (BY OWNER) SIGN (BY OWNER) SIGN (BY OWNER) PARKING DATA LAND USE CLASSIFICATION RETAIL SALES AND SERVICE USES OTHERTHAN SPECIFICALLY DEFINED BY THIS SECTION PARKING SPACES REQUIRED(CODE)1 STALL PER 200 SF GOVERNING INFORMATION CITY CODE SECTION 11-19-13 MIN PARKING SPACES REQUIRED14 MAX PARKING SPACES REQUIRED17 PARKING STALLS PROVIDED STANDARD 15 ACCESSIBLE 2 TOTAL 17 EXHIBIT C Page 155 of 301 PYLON SIGN LP-3 LP-2 27 4 PYLON SIGN 13 17 10FFE = 1004.00 COFFEE809 SF FFE = 1002.00 QSR1,250 SF FFE = 1002.00 DENTAL3,700 SF UTILITY15 85 PROPOSEDBUILDING3,029 SFFFE = 1006.00 4 Electric Easement per Document No. 1666640EX GGV G R=1012.66 EX MH R=1013.21 EX MH G GM G FO G G FO FOFOVOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLGas Pump UEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEGGGGGG G G G G G G G G G G G G G G G G G G G G G G G G G UEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEGUE UEUEGG GGGUE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE EX GGV >>>>>>>>>>>>UEUEUEUEUEUE UE UEUEUE I I I I I I I I I I I I I I I I I I I I I I I I I I I I >>>>>>>>>>>>> 9 9 69979989991000100110021003100410051006COUNTY ROAD 23(CEDAR AVE)179TH STREET 10071009101110121013 10101008>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> I IIIIIII>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >> >> >> UE UEUEUEUEUEUEUEUEUE UE >>>>GGG100510061007100810091010 1011 1004100 5 1004 10051 0 0 5 1 0 0 4 100510041003 100210031 0 0 6 1 0 0 7100610071008 101 1 1009 1010 10051006100710081009 1004100410041005 >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>I I II>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> I I I I I I I II ST-1R=1004.11 ST-6R=1004.10 ST-4R=1004.15 ST-3R=1003.60 ST-5R=1004.27 CO-1R=1001.18 ST-2R=1004.491004.691004.871005.6310 0 5 . 5 4 10 0 6 . 0 0 1006.001005.841005.46FLUSH1 0 0 5 . 5 5 F LU SH 10 0 5 . 9 2 1005.001 0 0 4 . 5 6FLUSH 1004.65FLUSH10 0 5 . 7 6 1005.501005.09FLUSH1005.18FLUSH1005.861005.291005.201005.601006.001005.801005.701006.001005.801005.7010 0 5 . 2 4 H. P .1005.02H.P.10 0 5 . 3 3 H. P . 10 0 4 . 6 5 H. P .1005.851004.901004.771004.681003.77MATCH10 0 3 . 6 8MATCH1004.421004.541004.5110 0 4 . 4 3 1004.421003.30 1001.90 1001.87MATCH100 2 . 4 5 MA T C H1002.771003.591004.701004.761005.231004.9910 0 4 . 8 31004.721005.761005.591005.471005.411005.3310 0 5 . 1 0 10 0 4 . 8 9 1005.701005.191005.281005.42 1005.701005.431005.411005.401005.381005.6610 0 5 . 9 1 1005.28FLUSH 1005.40FLUSH 1004.341004.161003.77FLUSH1003.69FLUSH10 0 3 . 9 0 10 0 3 . 8 2 10 0 5 . 5 0 1005.50 1005.46 1005.621005.731005.211005.521005.761005.601005.321005.711005.621005.841006.001006.0010 0 5 . 8 9 1005.88 1005. 8 9 1005.251005.671005.591005.8110 0 5 . 9 1 1005.231005.341005.2710 0 5 . 2 3 1005.3310 0 6 . 0 0 10 0 6 . 0 01005.761005.701005.801005.9010 0 5 . 9 0 1005.901005.76 1006.0010 0 6 . 0 0 1006.0010 0 4 . 1 71004.62VERIDIAN CREDITUNION THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT. © 2024 I & S GROUP, INC.PRELIMINARY NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTION10/10/25 CITY SUBMITTAL #1 MJE LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED 11/18/25 CITY SUBMITTAL #2 MJE 32406 C4-GRADE DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DWG LOCATION: S:\PROJECTS\32000 PROJ\32400-32499\32406 VERIDIAN CREDIT UNION MARKETPL-LAKEVILLE MN\32406 PRODUCTION FILES\32406 CIVIL 3D\PRODUCTION DWGS\32406 C4-GRADE.DWG SAVED BY: SCOTT.KLINKELSHEET NOT VALID UNLESS THIS TEXT IS COLOR. - 25-32406 --/--/-- C4-10 GRADING PLAN C4-10 GRADING PLAN 300 25-32406 C4-10 MINNESOTALAKEVILLE 0 SCALE IN FEET 20 40 JS, SAK JS MJE PRIVATE DRIVE FOR REFERENCE ONLY (PART OF OVERALL MARKETPLACE PROJECT) PRIVATE SITES BEING SHOWN FOR REFERENCE ONLY (PART OF OVERALL MARKETPLACE PROJECT) PRIVATE SITES BEING SHOWN FOR REFERENCE ONLY (PART OF OVERALL MARKETPLACE PROJECT) GRADING LEGEND EXISTING CONTOUR (MINOR INTERVAL) EXISTING CONTOUR (MAJOR INTERVAL) PROPOSED CONTOUR (MINOR INTERVAL) PROPOSED CONTOUR (MAJOR INTERVAL) PROPOSED SPOT ELEVATION PROPOSED TOP BACK OF CURB SPOT ELEVATION SURFACE GRADE / DIRECTION GENERAL GRADING NOTES PROPOSED CONTOURS SHOW FINISHED GRADE ELEVATIONS. BUILDING PAD AND PAVEMENT HOLD DOWNS ARE NOT INCLUDED. WHEN CONSTRUCTING BUILDING PADS WITH A HOLD DOWN, GRADE AREAS TO ENSURE POSITIVE BUILDING PAD DRAINAGE. 101 100 101 100 XXX.XXXXX.XX-X.X% EXHIBIT D Page 156 of 301 PYLON SIGN LP-3 LP-2 27 4 PYLON SIGN 13 17 10FFE = 1004.00 COFFEE809 SF FFE = 1002.00 QSR1,250 SF FFE = 1002.00 DENTAL3,700 SF UTILITY15 85 PROPOSEDBUILDING3,029 SFFFE = 1006.00 4 Electric Easement per Document No. 1666640EX GGV G R=1012.66 EX MH R=1013.21 EX MH G GM G FO G G FO FOFOVOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHL>>Gas Pump UEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEGGGGGG G G G G G G G G G G G G G G G G G G G G G G G G G UEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEGUE UEUEGG GGGUE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE EX GGV >>>>>>>>>>>>UEUEUEUEUEUE UE UEUEUE I I I I I I I I I I I I I I I I I I I I I I I I I I I I >>>>>>>>>>>>>N01°02'36"W 641.4125.00 100.009 9 69979989991000100110021003100410051006COUNTY ROAD 23(CEDAR AVE)179TH STREET 10071009101110121013 10101008>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> I IIIIIII>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >> >> >> UE UEUEUEUEUEUEUEUEUE UE >>>>GGG(1) AG-A (1) AG-A (12) EP-P (2) CA-K (7) CA-K(3) SS-S(1) HP-M (3) CA-K (2) SS-S (17) SL2 (3) SS-S (7) PP (7) HP-M (7) CA-K >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>I I II>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> I I I I I I I II SYMBOL CODE QTY BOTANICAL / COMMON NAME SIZE ROOT ORNAMENTAL TREES AG-A 2 AMELANCHIER X GRANDIFLORA 'AUTUMN BRILLIANCE' MULTISTEM AUTUMN BRILLIANCE SERVICEBERRY 6` HT MIN B & B DECIDUOUS SHRUBS HP-M 8 HYDRANGEA PANICULATA 'SMHPCW' STRAWBERRY SHAKE™ PANICLE HYDRANGEA 5 GAL CONT SS-S 8 SPIRAEA SORBIFOLIA 'SEM' SEM FALSE SPIREA 5 GAL CONT GRASSES CA-K 19 CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER' KARL FOERSTER FEATHER REED GRASS 2 GAL CONT SL2 17 SCHIZACHYRIUM SCOPARIUMLITTLE BLUESTEM 2 GAL CONT PP 7 SESLERIA AUTUMNALIS AUTUMN MOOR GRASS 2 GAL CONT PERENNIALS EP-P 12 ECHINACEA PURPUREAPURPLE CONEFLOWER 2 GAL CONT SYMBOL QTY BOTANICAL / COMMON NAME GROUND COVERS 1,299 SF DECORATIVE LANDSCAPE ROCK MULCH 3'' MIN DEPTH OVER GEOTEXTILE FABRIC 26 SF DOUBLE SHREDDED HARDWOOD MULCH MULCH 18,821 SF STATE SEED MIXTURE 25-131 (LOW MAINT. TURF) PLANT SCHEDULE VERIDIAN CREDITUNION THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT. © 2024 I & S GROUP, INC.PRELIMINARY NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTION10/10/25 CITY SUBMITTAL #1 MJE LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED 11/18/25 CITY SUBMITTAL #2 MJE 32406 C5-LAND DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DWG LOCATION: S:\PROJECTS\32000 PROJ\32400-32499\32406 VERIDIAN CREDIT UNION MARKETPL-LAKEVILLE MN\32406 PRODUCTION FILES\32406 CIVIL 3D\PRODUCTION DWGS\32406 C5-LAND.DWG SAVED BY: PARKER.WANGSHEET NOT VALID UNLESS THIS TEXT IS COLOR. - 25-32406 --/--/-- C5-10 SITE RESTORATION AND PLANTING PLAN C5-10 SITE RESTORATION AND PLANTING PLAN 300 25-32406 C5-10 MINNESOTALAKEVILLE 0 SCALE IN FEET 20 40 JS, SAK JS MJE LANDSCAPE EDGING HIGHWAY COMMERCIAL DISTRICT LANDSCAPE CODE REQUIREMENTS: - ALL NEW RESIDENTIAL SUBDIVISIONS, SEMIPUBLIC AND ALL INCOME PRODUCING PROPERTY USES (EXCLUDING RESIDENTIAL STRUCTURES CONTAINING 4 DWELLING UNITS OR LESS) SHALL BE LANDSCAPED USING ORNAMENTAL GRASS, SHRUBS, TREES OR OTHER ACCEPTABLE VEGETATION OR TREATMENT GENERALLY USED IN LANDSCAPING WITHIN ONE YEAR FOLLOWING THE DATE OF BUILDING OCCUPANCY. LANDSCAPE EDGING LANDSCAPE EDGING EXHIBIT E Page 157 of 301 BREAK METAL FASCIA SYSTEM ALUMINUM FRAMED STOREFRONT SYSTEM STONE VENEER CAST STONE METAL COPING METAL SIDING STONE VENEER ACM PANEL METAL SUNSHADE -COLOR TO MATCH WINDOW ASSEMBLY ALUMINUM COMPOSITE PANEL INTERNALLY LIT SIGNAGE 12' - 0"3' - 4 3/4"ACM PANEL BREAK METAL FASCIA SYSTEM ALUMINUM FRAMED STOREFRONT SYSTEM METAL COPING METAL SIDING ALUMINUM FRAMED STOREFRONT SYSTEM INTERNALLY ILLUMINATED SIGNAGE UP-DOWN WALL SCONCE METAL SUNSHADE -COLOR TO MATCH WINDOW ASSEMBLY STONE VENEER BREAK METAL FASCIA SYSTEM ALUMINUM FRAMED STOREFRONT SYSTEM METAL COPING METAL SIDING CAST STONE STONE VENEER METAL COPING METAL SIDING ALUMINUM STOREFRONT SYSTEM ACM PANELSø 7' - 0 31/64"BREAK METAL FASCIA SYSTEM ALUMINUM FRAMED STOREFRONT SYSTEM STONE VENEER ACM PANELS METAL COPING METAL SIDING ALUMINUM STOREFRONT SYSTEM INTERNALLY ILLUMINATED SIGNAGE ALUMINUM STOREFRONT SYSTEM LED TAPE LIGHTS W/ 4" ACRYLIC LENS @ INTERNAL EDGE OF THE HOOD (SIDES & TOP) METAL SUNSHADE -COLOR TO MATCH WINDOW ASSEMBLY 25' - 10"FDC CONNCETION12' - 0"18' - 8"STONE VENEER: EDWARDS STONE 'SUNSET BLEND' EXTERIOR MATERIAL LEGEND ACM PANEL (DRIVE-UP CANOPY & ENTRY): ALPOLIC 'BGN GREEN' METAL SIDING: LUX ARCHITECTURAL PRODUCTS 'BRUSHED CARBON' 6" LAP PATTERN (HORIZONTAL) CAST STONE: CUSTOM CAST STONE 'SANDSTONE' ACM PANEL (ACCENT): ALPOLIC 'AGT ALUMINUM GREY' METAL COPING / BREAK METAL PAC CLAD OR EQUAL 'MIDNIGHT BRONZE' WINDOW ASSEMBLY (CURTAINWALL / STOREFRONT) KAWNEER OR EQUAL 'BLACK ANODIZED' ALUMINUM GLAZING: VITRO GLASS; CLEAR MORTAR: UM3410 -'CALAMUS' MORTAR: UM3410 -'CALAMUS' GENERAL NOTES: 1.PROVIDE SUNSHADES EQUIVALENT TO THE WINDOW ASSEMBLY CHOSEN. REFER TO ELEVATIONS FOR SUNSHADE LOCATION. COLOR SHALL MATCH WINDOW FRAMES. 2.LIGHT FIXTURES ARE TO BE SIMILAR IN SIZE, SHAPE AND FUNCTION AS INDICATED IN THE DRAWINGS.4' - 0"3 5/8"5' - 8"9' - 11 5/8"5' - 1" 4' - 7 63/64"2' - 6"1 1/2"1 1/2" DIGITAL: 11.7 SF TOTAL: 30.5 SF DIGITAL READER BOARD INTERNALLY ILLUMINATED SIGNAGE METAL PANEL CAST STONE STONE VENEER OPP SIDE SIM STONE VENEER: CLASS 1 AREA: 563 SF PERCENTAGE: 48% EXTERIOR MATERIAL AREAS ACM PANEL: CLASS 2 AREA: 57 SF PERCENTAGE: 5% METAL SIDING: CLASS 2 AREA: 24 SF PERCENTAGE: 2% CAST STONE: CLASS 1 AREA: 30 SF PERCENTAGE: 3% ACM PANEL: CLASS 2 AREA: 70 SF PERCENTAGE: 6% WINDOW ASSEMBLY (CURTAIN WALL / STOREFRONT): CLASS 1 AREA: 416 SF PERCENTAGE: 36% NORTH: 1158 SF STONE VENEER: CLASS 1 AREA: 300 SF PERCENTAGE: 20% ACM PANEL: CLASS 2 AREA: 124 SF PERCENTAGE: 8% METAL SIDING: CLASS 2 AREA: 138 SF PERCENTAGE: 9% CAST STONE: CLASS 1 AREA: 85 SF PERCENTAGE: 6% ACM PANEL: CLASS 2 AREA: 120 SF PERCENTAGE: 7% WINDOW ASSEMBLY (CURTAIN WALL / STOREFRONT): CLASS 1 AREA: 765 SF PERCENTAGE: 50% EAST: 1541 SF STONE VENEER: CLASS 1 AREA: 275 SF PERCENTAGE: 24% ACM PANEL: CLASS 2 AREA: 82 SF PERCENTAGE: 7% METAL SIDING: CLASS 2 AREA: 50 SF PERCENTAGE: 4% CAST STONE: CLASS 1 AREA: 40 SF PERCENTAGE: 3% ACM PANEL: CLASS 2 AREA: 77 SF PERCENTAGE: 7% WINDOW ASSEMBLY (CURTAIN WALL / STOREFRONT): CLASS 1 AREA: 638 SF PERCENTAGE: 55% SOUTH: 1162 SF STONE VENEER: CLASS 1 AREA: 911 SF PERCENTAGE: 55% ACM PANEL: CLASS 2 AREA: 90 SF PERCENTAGE: 5% METAL SIDING: CLASS 2 AREA: 160 SF PERCENTAGE: 10% CAST STONE: CLASS 1 AREA: 85 SF PERCENTAGE: 5% ACM PANEL: CLASS 2 AREA: 155 SF PERCENTAGE: 9% WINDOW ASSEMBLY (CURTAIN WALL / STOREFRONT): CLASS 1 AREA: 263 SF PERCENTAGE: 16% WEST: 1664 SF CLASS 1:87% CLASS 2:13% CLASS 1:75% CLASS 2:25% CLASS 1:82% CLASS 2:18% CLASS 1:76% CLASS 2:24% c The Redmond Company2025 24619 10/09/2025 Veridian Credit Union Color Building Elevations 3/16" = 1'-0" SOUTH ELEVATION PRESENTATIONA3 3/16" = 1'-0" WEST ELEVATION PRESENTATIONC13/16" = 1'-0" EAST ELEVATION PRESENTATIONB1 3/16" = 1'-0" NORTH ELEVATION PRESENTATIONA1 1/2" = 1'-0" MONUMENT SIGN ELEVATIONB2 1/8" = 1'-0" EXTERIOR MATERIAL CALCS EXHIBIT F Page 158 of 301 c The Redmond Company2025 24619 10/09/2025 Veridian Credit Union Color Renderings Building Entrance (Day):Green Alpolic metal panels frame the aluminum glass system. Carbon colored aluminum siding breaks up overall facade. A stone blend anchors the corner of the building as well as provides an area for signage. Drive-Up Canopy:Green Alpolic metal panels continue to pull the Veridian marketing colors onto the north elevation. The canopy will contain the pneumatic tubes as well as can light fixtures as well as green tape lights along the interior edge for nighttime lighting. Southwest Elevation:The carbon colored aluminum siding frames a natural stone blend that is used across the elevation, broken by clearstory windows that provide natural light to the Teller Work Area. Back-lit signage is also used on the west elevation. Green LED tape light is placed at the top of the stone band which provides additional branding and visual interest to the building at night. Page 159 of 301 Date: 1/5/2026 SMNPT 1, LLC Conditional Use Permit Proposed Action Staff recommends adoption of the following motion: Move to approve a conditional use permit to allow the construction of a commercial building less than 2,000 square feet of floor area. Overview SMNPT 1, LLC, has submitted an application for a conditional use permit to allow the construction of a commercial building less than 2,000 square feet of floor area. The development is for property located at the northeast corner of 202nd Street (CSAH 50) and Dodd Boulevard (CSAH 9), identified as Outlot C, Heritage Commons 10th Addition on the final plat. Section 11-17-17 of city code states that principal buildings for commercial and industrial uses having less than 2,000 square feet of floor area may only be allowed upon approval of a conditional use permit. The conditional use permit request is to allow one stand-alone building about 840 square feet in size with a double drive-through for a coffee shop. A final plat for the property is required before construction of the building can take place. The Planning Commission held a public hearing at its December 18, 2025 meeting. The applicant was present and there was no public comment. The Planning Commission unanimously recommended approval of the request subject to 10 stipulations. Supporting Information 1. Conditional Use Permit and Findings of Fact 2. Site Plan and Minutes 3. Planning and Engineering Reports Financial Impact: NA Budgeted: No Source: Envision Lakeville Community Values: Diversified Economic Development Report Completed by: Heather Botten, Senior Planner Page 160 of 301 1 (Reserved for Dakota County Recording Information) CITY OF LAKEVILLE DAKOTA COUNTY, MINNESOTA CONDITIONAL USE PERMIT NO. 26-_____ 1. Permit. Subject to the terms and conditions set forth herein, the City of Lakeville hereby approves a Conditional Use Permit for SMNPT 1, LLC to allow the construction of a commercial building less than 2,000 square feet of floor area on property located at the NE corner of Dodd Blvd and 202nd Street. 2. Property. The permit is for the following described property in the City of Lakeville, Dakota County, Minnesota: Outlot C, Heritage Commons 10th Addition 3. Conditions. This conditional use permit is issued subject to the following conditions: a. Implementation of the recommendations listed in the December 8, 2025, planning and engineering memorandums. b. The site shall be developed according to the plans approved by the City Council. c. Execution of a Stormwater Maintenance Agreement shall be required with the final plat between the Developer and the City of Lakeville for the maintenance of the stormwater system located on the property. d. An agreement for shared driveway access shall be established between Lot 1, Block 1 and Outlot A, Heritage Commons 10th Addition and Lot 1, Block 1, Heritage Commons 6th Addition and Lake Marion Collision in conjunction with the recording of the final plat. e. The hours of operation shall be limited to five o’clock (5:00) A.M. to eleven o’clock (11:00) P.M. Page 161 of 301 2 f. Any rooftop and/or ground-mounted mechanical equipment must be screened per Zoning Ordinance requirements. g. The City Forester has reviewed and approved the preliminary landscape plan dated May 28, 2025. Landscaping on site must be installed per the approved plan. Prior to a landscape inspection, an as-built landscape plan must be submitted to the city. h. The Developer must provide a security with the final plat to guarantee installation of the landscaping. i. Exterior lighting shall be down-cast only and shall not glare onto road right-of-way. j. Snow storage shall not occur within required parking spaces. 4. Revocation. The City may revoke the conditional use permit for cause upon determination that the conditional use permit is not in conformance with the conditions of the permit or is in continued violation of the city code or other applicable regulations. 5. Expiration. This conditional use permit shall expire unless the applicant commences the authorized use within one year of the date of this conditional use permit unless an extension is approved by the Zoning Administrator. DATED: January 5, 2026 CITY OF LAKEVILLE BY: _____________________________ Luke M. Hellier, Mayor SEAL BY: _____________________________ Ann Orlofsky, City Clerk STATE OF MINNESOTA ) ( COUNTY OF DAKOTA ) Page 162 of 301 3 The foregoing instrument was acknowledged before me this 5th day of January 2026 by Luke M. Hellier, Mayor and by Ann Orlofsky, City Clerk of the City of Lakeville, a Minnesota municipal corporation, on behalf of the corporation. ____________________________ Notary Public DRAFTED BY: City of Lakeville 20195 Holyoke Avenue Lakeville, MN 55044 Page 163 of 301 1 CITY OF LAKEVILLE DAKOTA COUNTY, MINNESOTA CONDITIONAL USE PERMIT SMNPT 1, LLC FINDINGS OF FACT DECISION On December 18, 2025, the Lakeville Planning Commission met at its regularly scheduled meeting to consider the application of SMNPT 1, LLC for a conditional use permit to allow the construction of a commercial building less than 2,000 square feet of floor area. The Planning Commission conducted a public hearing on the conditional use permit application preceded by published and mailed notice. The applicant was present and the Planning Commission heard testimony from all interested persons wishing to speak. The City Council hereby adopts the following: FINDINGS OF FACT 1. The subject property is located in Comprehensive Planning District 4, which guides the property for Commercial. 2. The subject site is zoned PUD, Planned Unit Development. 3. Legal description of the property is: Outlot C, Heritage Commons 10th Addition, Dakota County, Minnesota 4. Chapter 4 of the City of Lakeville Zoning Ordinance provides that a conditional use permit may not be issued unless certain criteria are satisfied. The criteria and our findings regarding them are: a. The proposed action has been considered in relation to the specific policies and provisions of and has been found to be consistent with the official City Comprehensive Plan. Finding: The proposed convenience restaurant with a drive-through use is consistent with the guided commercial use of the property. b. The proposed use is or will be compatible with present and future land uses of the area. Page 164 of 301 2 Finding: The proposed convenience restaurant will be compatible with the existing and future land uses in the area. c. The proposed use conforms to all performance standards contained in the Zoning Ordinance and the City Code. Finding: Provided compliance with the stipulations of the conditional use permit and PUD agreement, the proposed use will conform to all other performance standards contained in the Zoning Ordinance and the City Code. d. The proposed use can be accommodated with existing public services and will not overburden the City’s service capacity. Finding: The proposed uses can be accommodated with existing public services and will not overburden the City’s service capacity. e. Traffic generated by the proposed use is within capabilities of streets serving the property. Finding: The streets serving this site are adequate to accommodate traffic from the proposed use. 5. The report dated December 8, 2025, prepared by Heather Botten, Senior Planner, is incorporated herein. DECISION The City Council approves the conditional use permit in the form attached hereto. DATED: January 5, 2026 CITY OF LAKEVILLE BY: ________________________ Luke M. Hellier, Mayor SEAL BY: ________________________ Ann Orlofsky, City Clerk Page 165 of 301 Page 166 of 301 CITY OF LAKEVILLE PLANNING COMMISSION MEETING MINUTES December 18, 2025 Chair Zimmer called the meeting to order at 6:00 p.m. in the Council Chambers at City Hall. The Pledge of Allegiance to the flag was given. Members Present: Chair Christine Zimmer, Vice Chair Scott Einck, Pat Kaluza, John Swaney, Jason Swenson, Mark Traffas, Amanda Tinsley Members Absent: None Staff Present: Kris Jenson, Planning Manager; Tina Goodroad, Community Development Director (via Teams), Heather Botten, Senior Planner; Jon Nelson, Assistant City Engineer; Dawn Erickson, Community Development Recorder ____________________________________________________________________________ 5b. SMNPT1, LLC Chair Zimmer opened the public hearing to consider the application of SMNPT1, LLC for a conditional use permit for a commercial building to be less than 2,000 square feet of floor area located in Heritage Commons. John Johannson with Transwestern introduced the project. Ms. Botten presented the staff report. Representatives of SMNPT 1, LLC submitted an application for a conditional use permit to allow a commercial building less than 2,000 square feet of floor area. The development is for property located north of 202nd Street (CSAH 50), south of Heritage Drive and east of Dodd Boulevard (CSAH 9). Section 11-17-17 of city code states that principal buildings for commercial and industrial uses with less than 2,000 square feet of floor area may only be allowed upon approval of a conditional use permit. The conditional use permit request is to allow one building to be about 840 square feet in size for a stand-alone, double drive through coffee shop. The site received preliminary plat approval and a conditional use permit for two convenience restaurants with a drive through in July 2025. Final plat approval is required before construction of the buildings can take place. Chair Zimmer opened the hearing to the public for comment. There was no public comment. Motion was made by Swenson, seconded by Tinsley to close the public hearing at 6:14 p.m. Voice vote was taken on the motion. Ayes – unanimous Chair Zimmer asked for comments from the Planning Commission. Page 167 of 301 Planning Commission Meeting Minutes, December 18, 2025 Page 2 • Commissioner Traffas inquired if there has been any change of plans regarding Chipotle. Mr. Johannson stated that Chipotle is very committed. • Chair Zimmer expressed appreciation of exceeding the stacking requirements. • Chair Swenson asked about the process to ensure there’s no pollution with the stormwater infiltration system. Mr. Johannson stated that a phase two study which included boring and vapor tests was done and the results were acceptable and clean from the MPCA. • Commissioner Kaluza stated he appreciates the double drive thru lane which exceeds the stacking requirements. Motion was made by Swenson, seconded by Tinsley to recommend to City Council approval of the conditional use permit for a commercial building to be less than 2,000 square feet of floor area and the findings of fact subject to the following stipulations: 1. Implementation of the recommendations listed in the December 8, 2025 engineering report. 2. The site shall be developed according to the plans approved by the City Council. 3. Execution of a Stormwater Maintenance Agreement shall be required with the final plat between the Developer and the City of Lakeville for the maintenance of the stormwater system located on the property. 4. An agreement for shared driveway access shall be established between Lot 1, Block 1 and Outlot A, Heritage Commons 10th Addition and Lot 1, Block 1, Heritage Commons 6th Addition and Lake Marion Collision in conjunction with the recording of the final plat. 5. The hours of operation shall be limited to five o’clock (5:00) A.M. to eleven o’clock (11:00) P.M. 6. Any rooftop and/or ground-mounted mechanical equipment must be screened per Zoning Ordinance requirements. 7. The City Forester has reviewed and approved the preliminary landscape plan dated May 28, 2025. Landscaping on site must be installed per the approved plan. Prior to a landscape inspection, an as-built landscape plan must be submitted to the city. 8. The Developer must provide a security with the final plat to guarantee installation of the landscaping. 9. Exterior lighting shall be down-cast only and shall not glare onto road right-of-way. 10. Snow storage shall not occur within required parking spaces. Ayes: Kaluza, Zimmer, Einck, Swaney, Swenson, Tinsley, Traffas, Nays: 0 Page 168 of 301 City of Lakeville Community Development Memorandum To: Planning Commission From: Heather Botten Date: December 8, 2025 Subject: Packet Material for the December 18, 2025 Planning Commission Meeting Agenda Item: SMNPT 1 LLC - Conditional use permit to allow a commercial building less than 2,000 square feet of floor area. Application Action Deadline: March 4, 2026 – 2nd 60 days BACKGROUND Representatives of SMNPT 1, LLC have submitted an application for a conditional use permit to allow a commercial building less than 2,000 square feet of floor area. The development is for property located north of 202nd Street (CSAH 50), south of Heritage Drive and east of Dodd Boulevard (CSAH 9), identified as Lot 1, Block 1 Heritage Commons 10th Addition on the preliminary plat. Section 11-17-17 of city code states that principal buildings for commercial and industrial uses having less than 2,000 square feet of floor area may only be allowed upon approval of a conditional use permit. The conditional use permit request is to allow one building to be about 840 square feet in size for a stand-alone, double drive-through coffee shop. The site received preliminary plat approval and a conditional use permit for two convenience restaurants with a drive-through in July 2025. Final plat approval is required before construction of the buildings can take place. The proposed development plans have been reviewed by Community Development and Engineering staff. EXHIBITS A. Location Map B. Site Plan C. Grading and Drainage Plan D. Building Elevation Plans Page 169 of 301 2 STAFF ANALYSIS Comprehensive Plan. The property is located in Planning District No. 4, Central Lakeville, and is guided for commercial uses in the 2040 Comprehensive Land Use Plan. The proposed convenience restaurant uses are consistent with the commercial designation of the Comprehensive Land Use Plan. Zoning. The property is zoned PUD, Planned Unit Development District with an underlying C-3, General Commercial District zoning. The proposed convenience restaurant with a drive-through is consistent with the uses allowed in a commercial district. Surrounding Land Uses, Zoning, and Comprehensive Plan Designation Direction Existing Use Land Use Plan Zoning North Heritage Drive and Lake Marion Collision Commercial C-3, General Commercial South 202nd Street (CSAH 50) and commercial businesses Commercial C-3, General Commercial East O’Reilly Auto Commercial PUD, Planned Unit Development West Dodd Blvd (CSAH 9) & Kwik Trip Commercial C-3, General Commercial Grading, Drainage, Erosion Control, and Utilities. Grading, drainage and erosion control plans have been submitted with the Heritage Commons 10th Addition preliminary plat. Engineering and Environmental Resources have reviewed the site, grading, drainage and erosion control, and utility plans. Final civil plans have not been approved and will be reviewed at the time of final plat for the property. A copy of the engineering report dated December 8, 2025 is attached for your review. The Engineering Division recommends approval of the CUP subject to the recommendations outlined in the report. CUP SITE PLAN REVIEW Use. Development of a convenience food restaurant with a drive-through service window use within the Heritage Commons PUD is subject to the same requirements as those within the C-3, General Commercial District. Section 11-73-7.G of the Zoning Ordinance establishes performance standards for convenience food uses. The performance standards include limiting the hours of operation from 5:00 am to 11:00 pm unless approved by CUP. Other performance standards are reviewed below. Page 170 of 301 3 Setbacks. The proposed building meets or exceeds the setback requirements of the C-3 District of: Front – 30 feet Side – 10 feet Rear – 10 feet Building Height. The proposed convenience restaurant is a single-story structure 20 feet in height at the tallest point. A maximum building height of 35 feet is allowed in the C-3 District. Parking/Drive Aisles. The setback requirements for parking are 15 feet abutting right-of-way and five feet from interior lot lines. The proposed development includes two convenience restaurants with shared parking. The development requires a minimum of 37 parking spaces, taking into account the 10% gross floor area credit and the requirement of one parking space per 80 square feet of floor area. The maximum number of parking stalls allowed is up to 125% of the minimum parking spaces, without CUP approval. 125% of the minimum parking is 47 spaces. The site plan demonstrates 47 parking spaces, complying with code requirements. Circulation/Loading Area. Access to the site will be from Heritage Drive. Direct driveway access to 202nd Street and/or Dodd Boulevard is not permitted. An agreement for shared access between the parcels in Heritage Commons 10th Addition and Heritage Commons 6th Addition (O’Reilly Auto) is required to be executed as part of the recording of the final plat. Open Space. At least 25 percent of the lot shall remain as greenspace, including trees, shrubbery, plantings or fencing. The site plan identifies that 27% percent of the site is greenspace. This complies with the greenspace requirements of the Zoning Ordinance for convenience food uses. Landscaping. The landscape plan proposes a mix of deciduous and ornamental trees and shrubs around the west and south portions of the site to minimize headlights shining on to the right-of- way from the drive throughs and foundation plantings around the buildings. The remaining areas will be seeded and in-ground irrigation is required. Development of the site shall include responsibility for boulevard maintenance along 202nd Street and Dodd Boulevard. The Developer must provide a security with the final plat to guarantee installation of the landscaping. The City Forester has reviewed and approved the preliminary landscape plan dated May 28, 2025. Landscaping on site must be installed per the approved plan. Prior to a landscape inspection, an as-built landscape plan must be submitted to the city. Building Exterior. The exterior building materials are mainly Grade A, brick material. The materials proposed comply with Zoning Ordinance requirements. A contrasting stripe is shown on the building which is a design element seen on buildings in the Heritage Commons development. Drive-Through Window. The double drive-through lanes exceed the minimum 180 feet of segregated vehicle stacking lane from the service windows. Page 171 of 301 4 Menu Boards. A sign permit must be issued prior to the installation of a menu board and the sign must comply with the requirements of Section 11-23-7.G.11.c of the Zoning Ordinance. Signs. According to the adopted sign plan for Heritage Commons, the lot is able to have a monument sign, up to fifteen feet in height and with a sign area of up to 80 square feet, if desired. Since the property fronts more than one street, up to two wall signs are permitted per building, not to exceed 100 square feet in sign area. All signs require approval of a sign permit prior to installation. Signs shown on the plans are illustrative only and no approvals are granted as a part of the CUP request. Trash Enclosure. The trash and recycling enclosure will be located near the entrance of the drive through. The enclosure must comply with code requirements, including a maintenance-free gate. Exterior Lighting. Parking lot lighting is scattered around the site and is proposed to be mounted at a height of 23 feet. No light source or combination thereof which casts light on a public street shall exceed one foot-candle meter reading as measured at the right of way or property line. All building mounted lighting must face downward onto the structure. Mechanical Equipment. Any roof-mounted mechanical equipment must be screened if greater than three feet in height. Ground-mounted mechanical equipment must be screened with landscaping and/or fencing. Snow Storage. Snow storage may not take place in required parking spaces. Stormwater Maintenance Agreement. A Stormwater Maintenance Agreement will be required with the final plat for maintenance of the stormwater system on site. RECOMMENDATION Community Development Department staff recommends approval of the conditional use permit to allow a commercial building to be less than 2,000 square feet in size, subject to the following stipulations: 1. Implementation of the recommendations listed in the December 8, 2025 engineering report. 2. The site shall be developed according to the plans approved by the City Council. 3. Execution of a Stormwater Maintenance Agreement shall be required with the final plat between the Developer and the City of Lakeville for the maintenance of the stormwater system located on the property. Page 172 of 301 5 4. An agreement for shared driveway access shall be established between Lot 1, Block 1 and Outlot A, Heritage Commons 10th Addition and Lot 1, Block 1, Heritage Commons 6th Addition and Lake Marion Collision in conjunction with the recording of the final plat. 5. The hours of operation shall be limited to five o’clock (5:00) A.M. to eleven o’clock (11:00) P.M. 6. Any rooftop and/or ground-mounted mechanical equipment must be screened per Zoning Ordinance requirements. 7. The City Forester has reviewed and approved the preliminary landscape plan dated May 28, 2025. Landscaping on site must be installed per the approved plan. Prior to a landscape inspection, an as-built landscape plan must be submitted to the city. 8. The Developer must provide a security with the final plat to guarantee installation of the landscaping. 9. Exterior lighting shall be down-cast only and shall not glare onto road right-of-way. 10. Snow storage shall not occur within required parking spaces. Page 173 of 301 Dakota County, Microsoft, Vantor City of Lakeville Location Map SMNPT1, LLC CUP Subject Property 202ND ST (CSAH 50) HERITAGE DR ±DODD BLVD (CSAH 9)IDEALIC AVEICENIC TRL Page 174 of 301 Page 175 of 301 Page 176 of 301 Page 177 of 301 Page 178 of 301 City of Lakeville Public Works – Engineering Division Memorandum To: Heather Botten, Senior Planner From: Alanna Sobottka, Civil Engineer McKenzie L. Cafferty, Environmental Resources Manager Copy: Tina Goodroad, Community Development Director Julie Stahl, Finance Director Zach Johnson, City Engineer David Mathews, Building Official Date: December 8, 2025 Subject: CUP for a commercial building less than 2,000 square feet in size BBAACCKKGGRROOUU NNDD HVP V Epic Heritage, LLC has submitted a conditional use permit for a building on plans named Heritage Commons Restaurants. The parent parcels consist of Outlots A and C, Heritage Commons 10th Addition. It is zoned PUD, Planned Unit Development. The proposed development is located east of and adjacent to Dodd Boulevard, north of and adjacent to 202nd Street (CSAH 50), and south of and adjacent to Heritage Drive. The proposed development will be completed by: Developer: 2C Development, LLC Engineer: Contour Civil Design SSIITTEE CCOONNDDIITTIIOONNSS The site was previously utilized as a gas station that has since been demolished. Two existing shared access driveways are located on the west and northeast sides of the parcel. There are no existing wetlands or trees located in or near the parcel. The site is located within the South Creek Stormwater District with the site generally draining southwest to northeast. EASEMENTS Prior to issuance of the conditional use permit: Page 179 of 301 HHEERRIITTAAGGEE CCOOMMMMOONNSS 1111TTHH AADDDDIITTIIOONN –– CCUUPP DDEECCEEMMBBEERR 88,, 22002255 PPAAGGEE 22 OOFF 55 • A shared access easement shall be placed over the private parking lot. SSTTRREEEETT AANNDD SSUUBBDDIIVVIISSIIOONN LLAAYYOOUUTT Dodd Boulevard (CSAH 9) Heritage Commons 11th is located east of and adjacent to Dodd Boulevard (CSAH 9), a Dakota County highway classified as a minor arterial. The 2022 Dakota County Plat Needs Map (rev. 10-27-22) identifies a half right-of-way need of 75 feet. The Developer dedicated the necessary right-of-way with the preliminary plat. The preliminary plat was reviewed and recommended for approval by the Dakota County Plat Commission on April 23, 2025. The Developer is responsible for any requirements stipulated by Dakota County. 202nd Street (CSAH 50) Heritage Commons 11th Addition is located north of and adjacent to 202nd Street (CSAH 50), a minor arterial County roadway as identified in the City’s Transportation Plan. The preliminary plat was reviewed and recommended for approval by the Dakota County Plat Commission at its April 23, 2025 meeting. The developer dedicated the necessary right-of-way with the preliminary plat. The Developer is responsible for any requirements stipulated by Dakota County. Heritage Drive Heritage Commons 11th Addition is located south of Heritage Drive, a minor collector roadway as identified in the City’s Transportation Plan. The right-of-way for Heritage Drive was dedicated with the Heritage Commons final plat; no additional right-of-way is required with the final plat. No construction improvements are proposed with the development of Heritage Commons 11th Addition. CCOONNSSTTRRUUCCTTIIOONN AACCCC EESSSS Construction traffic access and egress for grading, utility and street construction shall be determined with the final construction plans approved with the final plat. PPAARRKKSS,, TTRRAAIILLSS AANNDD SSIIDD EEWWAALLKKSS The Park Dedication requirement has not been satisfied on the parent parcels and will be required with the final plat for Heritage Commons 11th. Development of Heritage Commons 11th Addition does not include the construction of public trails or sidewalks. Existing sidewalks are located along Dodd Boulevard and 202nd Street adjacent to the plat. Page 180 of 301 HHEERRIITTAAGGEE CCOOMMMMOONNSS 1111TTHH AADDDDIITTIIOONN –– CCUUPP DDEECCEEMMBBEERR 88,, 22002255 PPAAGGEE 33 OOFF 55 UUTTIILLIITTIIEESS SSAANNIITTAARRYY SSEEWWEERR Heritage Commons 11th Addition is located within subdistrict ML-70050 of the Lake Marion sanitary sewer district as identified in the City’s Comprehensive Sanitary Sewer Plan. Wastewater will be conveyed to the MCES Farmington Interceptor monitored by meter M649 and continue to the Empire Wastewater Treatment Facility. An existing sanitary sewer manhole extends to the northeast portion of the parcel. Development of Heritage Commons 11th Addition includes the extension of 6-inch privately owned and maintained sanitary sewer service to provide service to Lot 1, Block 1. The construction of utility service shall not be permitted prior to recording of the final plat and approval of construction plans by City Engineering. The Sanitary Sewer Availability Charge will be required to be paid with the building permit application. Final sewer service connection locations and sizes will be reviewed by City staff with the final construction plans approved with the final plat. WWAATTEERRMMAAIINN An existing 8-inch watermain stub extends into the parcel from Heritage Drive on the northeast portion of the parcel. Development of Heritage Commons 11th Addition includes the extension of privately owned and maintained 6-inch watermain to provide service to the development. The construction of utility services shall not be permitted prior to recording of the final plat and approval of construction plans by City Engineering. Final water service connection locations and sizes will be reviewed by City staff with the final construction plans approved with the final plat. DDRRAAIINNAAGGEE AANNDD GGRR AADDIINNGG Heritage Commons 11th Addition is located within subdistricts SC-094 and SC-169 of the South Creek Drainage District, as identified in the City’s Water Resources Management Plan. Development of Heritage Commons 11th Addition will include the construction of one privately owned and maintained underground stormwater infiltration system located within Lot 1, Block 1, Heritage Commons 11th Addition. The construction shall not be permitted prior to recording of the final plat and approval of construction plans by City Engineering. The Developer shall sign a stormwater maintenance agreement for the underground stormwater system and dedicate a drainage and utility easement over the stormwater management area prior to the recording of the final plat. The underground stormwater Page 181 of 301 HHEERRIITTAAGGEE CCOOMMMMOONNSS 1111TTHH AADDDDIITTIIOONN –– CCUUPP DDEECCEEMMBBEERR 88,, 22002255 PPAAGGEE 44 OOFF 55 system will provide water quality treatment, volume reduction, and rate control of the stormwater runoff generated from the proposed site improvements. The final grading plan approved with the final plat must indicate any proposed borrow areas in which the building footings will be placed on fill material. The grading specifications must indicate that all embankments meet FHA/HUD 79G specifications. A final certificate of occupancy shall not be issued until an as-built certified grading plan has been submitted and approved by the City Engineer. Heritage Commons 11th Addition contains more than one acre of site disturbance. A National Pollution Discharge Elimination System General Stormwater Permit for construction activity is required from the Minnesota Pollution Control Agency for areas exceeding one acre being disturbed by grading. A copy of the Notice of Stormwater Permit Coverage must be submitted to the City upon receipt from the MPCA. A grading permit for Heritage Commons 11th Addition will not be approved until a suitable soil report for the site outlining any potential contamination is submitted to the City for review. SSTTOORRMM SSEEWWEERR Privately owned and maintained storm sewer will be constructed with the development of Heritage Commons 11th Addition. Private storm sewer constructed within Lot 1, Block 1, Heritage Commons 11th Addition will convey runoff to the privately owned and maintained underground stormwater system. The construction shall not be permitted prior to recording of the final plat and approval of construction plans by City Engineering. The Trunk Storm Sewer Area Charge has not been collected on the parent parcel and must be paid with the final plat. Final locations and sizes of all storm sewer facilities will be reviewed by City staff with the final construction plans approved with the final plat. FFEEMMAA FFLLOOOODDPPLLAAIINN AANN AALLYYSSIISS Heritage Commons 11th Addition is shown on the Flood Insurance Rate Map (Map Nos. 27037C0192E; Eff. Date 12/2/2011) as Zone X by the Federal Emergency Management Agency (FEMA). Based on this designation, there are no areas in the plat located within a Special Flood Hazard Area (SFHA), as determined by FEMA. WWEETTLLAANNDDSS There are no wetlands on the site. Page 182 of 301 HHEERRIITTAAGGEE CCOOMMMMOONNSS 1111TTHH AADDDDIITTIIOONN –– CCUUPP DDEECCEEMMBBEERR 88,, 22002255 PPAAGGEE 55 OOFF 55 TTRREEEE PPRREESSEERRVVAATTIIOONN There are no trees within the parent parcel. EERROOSSIIOONN CCOO NN TT RR OOLL The plans include a detailed erosion and sediment control plan. The Developer is responsible for meeting all the requirements of the MPCA Construction Permit. The permit requires that all erosion and sediment best management practices (BMPs) be clearly outlined in a site’s SWPPP. Additional erosion control measures may be required during construction as deemed necessary by City staff. Any additional measures required shall be installed and maintained by the Developer. Changes made throughout construction must be documented in the SWPPP. An on-site preconstruction meeting shall be held with the City prior to work commencing on the site. No grading can take place until the City has reviewed and approved the SWPPP for the site. The MS4 Administration Fee has not been collected on the parent parcel and must be paid with the final plat. RREECCOOMMMMEENNDDAATTIIOONN Engineering recommends approval of the CUP subject to the requirements and stipulations within this report. Applicable securities and cash requirements will be due with the final plat application. Page 183 of 301 1 CITY OF LAKEVILLE DAKOTA COUNTY, MINNESOTA CONDITIONAL USE PERMIT FINDINGS OF FACT AND RECOMMENDATION On December 18, 2025, the Lakeville Planning Commission met at its regularly scheduled meeting to consider the application of SMNPT 1, LLC for a conditional use permit to allow the construction of a commercial building less than 2,000 square feet of floor area. The Planning Commission conducted a public hearing on the conditional use permit application preceded by published and mailed notice. The applicant was present and the Planning Commission heard testimony from all interested persons wishing to speak. FINDINGS OF FACT 1. The subject property is located in Comprehensive Planning District 4, which guides the property for Commercial. 2. The subject site is zoned PUD, Planned Unit Development. 3. Legal description of the property is: Outlot C, Heritage Commons 10th Addition, Dakota County, Minnesota 4. Chapter 4 of the City of Lakeville Zoning Ordinance provides that a conditional use permit may not be issued unless certain criteria are satisfied. The criteria and our findings regarding them are: a. The proposed action has been considered in relation to the specific policies and provisions of and has been found to be consistent with the official City Comprehensive Plan. Finding: The proposed convenience restaurant with a drive-through use is consistent with the guided commercial use of the property. b. The proposed use is or will be compatible with present and future land uses of the area. Page 184 of 301 2 Finding: The proposed convenience restaurant will be compatible with the existing and future land uses in the area. c. The proposed use conforms to all performance standards contained in the Zoning Ordinance and the City Code. Finding: Provided compliance with the stipulations of the conditional use permit and PUD agreement, the proposed use will conform to all other performance standards contained in the Zoning Ordinance and the City Code. d. The proposed use can be accommodated with existing public services and will not overburden the City’s service capacity. Finding: The proposed uses can be accommodated with existing public services and will not overburden the City’s service capacity. e. Traffic generated by the proposed use is within capabilities of streets serving the property. Finding: The streets serving this site are adequate to accommodate traffic from the proposed use. 5. The report dated December 8, 2025, prepared by Heather Botten, Senior Planner is incorporated herein. RECOMMENDATION The Planning Commission recommends that the City Council approve the conditional use permit conditioned upon compliance with the planning report prepared by Senior Planner, Heather Botten dated December 8, 2025. DATED: December 18, 2025 LAKEVILLE PLANNING COMMISSION BY: __________________________ Christine Zimmer, Chair Page 185 of 301 Date: 1/5/2026 Putrah Shores Preliminary and Final Plat Proposed Action Staff recommends adoption of the following motion: Move to approve a resolution approving the preliminary and final plat of Putrah Shores. Overview Tyler Putrah has submitted a preliminary and final plat for a one-lot subdivision to be known as Putrah Shores. The plat consolidates two adjacent legal non-conforming parcels, totaling 0.43 acres, into a single buildable lot. The property is located along the north shore of Lake Marion, south of 199th Street. Mr. Putrah owns the parcels and intends to construct a new single-family home on the property. The Planning Commission held a public hearing on the preliminary plat at its December 18, 2025 meeting. There was no public comment. The Engineering Division has not prepared a staff memo for the proposed plat as there are no public street, stormwater, or utility improvements proposed to be done by the applicant in relation to the plat. City staff have determined that the plat of Putrah Shores complies with Subdivision and Zoning Ordinance requirements. Final plat approval is subject to the stipulations listed in the attached resolution. Supporting Information 1. Resolution, Preliminary, and Final Plat 2. Draft Planning Commission Minutes 3. Planning Report Financial Impact: NA Budgeted: No Source: Envision Lakeville Community Values: A Home for All Ages and Stages of Life Report Completed by: Heather Botten, Senior Planner Page 186 of 301 (Reserved for Dakota County Recording Information) CITY OF LAKEVILLE DAKOTA COUNTY, MINNESOTA RESOLUTION NO. 26-_____ RESOLUTION APPROVING THE PRELIMINARY AND FINAL PLAT OF PUTRAH SHORES WHEREAS, the owner of the plat described as Putrah Shores has requested preliminary and final plat approval; and WHEREAS, the preliminary plat was reviewed by the Planning Commission and recommended for approval on December 18, 2025; and WHEREAS, the preliminary and final plat meets Subdivision Ordinance requirements. NOW, THEREFORE, BE IT RESOLVED by the Lakeville City Council: 1. The Property Data and Asset/Infrastructure Management fee and any other fees related thereto for a one lot plat shall be required to be paid prior to the release of the final plat for recording. 2. The Mayor and City Clerk are hereby authorized to sign the final plat mylars. 3. The City Clerk is directed to file a certified copy of this resolution with the Dakota County Recorder. Page 187 of 301 ADOPTED by the Lakeville City Council this 5th day of January 2026. CITY OF LAKEVILLE BY: _______________________ Luke M. Hellier, Mayor ATTEST: ________________________ Ann Orlofsky, City Clerk STATE OF MINNESOTA ) ( CITY OF LAKEVILLE ) I hereby certify that the foregoing Resolution No. 26-____ is a true and correct copy of the resolution presented to and adopted by the City Council of the City of Lakeville at a duly authorized meeting thereof held on the 5th day of January 2026 as shown by the minutes of said meeting in my possession. ________________________ Ann Orlofsky, City Clerk (SEAL) Page 188 of 301 WATER ELEVATION ON 09-26-2025=983.30FDIP12"Rebar1.4'offlineThe Southeasterly line of Lot 23The Northwesterly line of Lot 23The Northwesterly line of Lot 22SHORELINEFDIP12"Rebarlyingsideways0.04'offlineSURVEY LINE10303030306060LOT 1BLOCK 15555SE CORNER OF SEC.19, T.114, R.20,DAKOTA COUNTY C.I.M.EAST LINE OF THE SE 14OF SEC. 19, T.114, R. 20.The Southeasterly line of theNorthwesterly 25 feet of Lot 23DENOTES IRON MONUMENT FOUND AS NOTEDDRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS:(NOT TO SCALE)BEING 5 FEET IN WIDTH AND ADJOINING LOT LINES,UNLESS OTHERWISE INDICATED, AND 10 FEET IN WIDTHUNLESS OTHERWISE INDICATED AND ADJOININGRIGHT-OF-WAY LINES, AS SHOWN ON THE PLATTHE EAST-WEST QUARTER SECTION LINE OF SECTION 35, TOWNSHIP115, RANGE 21, DAKOTA COUNTY, MINNESOTA IS ASSUMED TO BEARN89°51'46"WDENOTES 1/2 INCH BY 14 INCH IRON MONUMENT SET ANDMARKED BY R.L.S. NO. 41905DENOTES DAKOTA COUNTY CAST IRON MONUMENT FOUND(DEED) DENOTES BEARING /DISTANCE PER DEED(meas.) DENOTES MEASURED BEARING /DISTANCEVICINTY MAP(NOT TO SCALE)SECTION 19, TOWNSHIP 114,RANGE 20 W199TH STREETLake MarionSITEKNOW ALL PERSONS BY THESE PRESENTS: That Tyler Putrah and Alessandra Putrah, owner of the following describedproperty:Lot 22, Block 12, Lenihan's Lots, Antlers Park; AND Lot 23, Block 12, Antlers Park EXCEPT that part of Lot 23, Block 12,Antler's Park, lying Southeasterly of a line described as follows: Commencing at a point on the Northeasterly line of said Lot23, said point being 25 feet Southeasterly of the most Northwesterly corner of said Lot 23 as measured along saidNortheasterly line, running thence in a Southwesterly direction parallel to and 25 feet distant from the Northwesterly line ofsaid Lot 23 to the Southwesterly line of said Lot 23 and there terminating, Dakota County, Minnesota. Have caused the same to be surveyed and platted as PUTRAH SHORES and does hereby dedicate to the public for public usethe drainage and utility easements as created by this plat.In witness whereof said Tyler Putrah and said Alessandra Putrah, have caused these presents to be signed this __________day of ______________ , 20___ .By: ____________________________________ Tyler PutrahSTATE OF MINNESOTACOUNTY OF ________________________This instrument was acknowledged before me on _____________________________ , by Tyler Putrah, on behalf of himself.______________________________________Signature______________________________________Printed Name Notary Public, County of Hennepin, State of Minnesota My commission expires January 31, 2025.By: ____________________________________ Alessandra PutrahSTATE OF MINNESOTACOUNTY OF ________________________This instrument was acknowledged before me on _____________________________ , by Alessandra Putrah, on behalf ofherelf.______________________________________Signature______________________________________Printed Name Notary Public, County of Hennepin, State of Minnesota My commission expires January 31, 2025.I, Michael H. Brandt do hereby certify that this plat was prepared by me or under my direct supervision; that I am aduly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundarysurvey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted onthis plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined inMinnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat;and all pubic ways are shown and labeled on this plat.Dated this __________ day of _______________ , 20____ .___________________________________ Michael H. Brandt, Licensed Land Surveyor Minnesota License 41905STATE OF MINNESOTACOUNTY OF ____________________This instrument was acknowledged before me on _________________________ , by Michael H. Brandt.______________________________________Signature______________________________________Printed name Notary Public, County of Hennepin, State of Minnesota My commission expires January 31, 2025.CITY COUNCIL, CITY OF LAKEVILLE, STATE OF MINNESOTAThis plat was approved by the City Council of Lakeville, Minnesota, this _______ day of _______________ , 20___ ,and hereby certifies compliance with all requirements as set forth in Minnesota Statutes, Section 505.03, Subd. 2.By: ______________________________ By: ______________________________Mayor ClerkCOUNTY SURVEYOR, COUNTY OF DAKOTA, STATE OF MINNESOTAI hereby certify that in accordance with the Minnesota Statutes, Section 505.021, Subd. 11, this plat has beenreviewed and approved this ________ day of __________________ , 20___ ._________________________________ , Dakota County SurveyorTodd B. TollefsonDEPARTMENT OF PROPERTY TAXATION AND RECORDS, COUNTY OF DAKOTA, STATE OF MINNESOTAPursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable in the year 20___ on the land hereinbeforedescribed have been paid. Also, pursuant to Minnesota Statutes, Section 272.12, there are no delinquent taxes andtransfer entered this ________ day of __________________ , 20___ ._______________________________________________Amy A. Koethe, Director Department of Property Taxation and Records, Dakota CountyCOUNTY RECORDER, COUNTY OF DAKOTA, STATE OF MINNESOTAI hereby certify that this plat of PUTRAH SHORES was filed in the office of the County Recorder for public record onthis _________ day of _____________________ , 20____ , at ______ o'clock ___ .M. and was duly filed in Book______________________ of Plats, Page ___________ , as Document Number ______________ ._______________________________________________Amy A. Koethe, County RecorderPage 189 of 301 3030SE CORNER OF SEC.19, T.114, R.20, DAKOTA COUNTY C.I.M. EAST LINE OF THE SE 1 4 OF SEC. 19, T.114, R. 20.EXISTINGHOUSEEXIS T I N G GAR A G E WA T E R E L E V A T I O N O N 0 9 - 2 6 - 2 0 2 5 =98 3 . 3 0 OH W L L I N E75 FOOT SETBACKTO OHWL LINEFDI P 1 2"Re b a r 1.4' offli n e gas EXISTINGHOUSEThe Southeasterly line of Lot 23The Northwesterly line of Lot 23The Northwesterly line of Lot 22SHO R E L I N E 09- 2 6 - 2 0 2 5 EST I M A T E D W A T E R L I N E ESTIM A T E D W A T E R L I N E FDI P 1 2"Re b a r lyin g side w a y s 0.04 ' offli n e SU R V E Y L I N E (OR D I N A R Y H I G H W A T E R LEV E L ( O H W L ) = 9 8 3 . 6 8 NAV D 8 8 D A T U M ) Inve r t =98 8 . 2 Inve r t =98 9 . 2 Inver t =98 8 . 4 4 Inver t =98 9 . 1 LOW E S T FLO O R ELEV . =99 5 . 6 6 Gar. S l b . =10 0 4 . 0103030 6060LOT 1 BLO C K 1 GAR. S L A B ELEV . =10 0 3 . 5 0 WAL K O U T 5 5 5 5 The Southeasterly line of theNorthwesterly 25 feet of Lot 23SHO R E L I N E 12- 1 5 - 2 0 2 5 DENOTES IRON MONUMENT FOUND DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: (NOT TO SCALE) Lot 22, Block 12, Lenihan's Lots, Antlers Park; AND Lot 23, Block 12, Antlers Park EXCEPT that part of Lot 23, Block 12, Antler's Park, lying Southeasterly of a line described as follows: Commencing at a point on the Northeasterly line of said Lot 23, said point being 25 feet Southeasterly of the most Northwesterly corner of said Lot 23 as measured along said Northeasterly line, running thence in a Southwesterly direction parallel to and 25 feet distant from the Northwesterly line of said Lot 23 to the Southwesterly line of said Lot 23 and there terminating, Dakota County, Minnesota. BEING 5 FEET IN WIDTH AND ADJOINING LOT LINES, UNLESS OTHERWISE INDICATED, AND 10 FEET IN WIDTH UNLESS OTHERWISE INDICATED AND ADJOINING RIGHT-OF-WAY LINES, AS SHOWN ON THE PLAT BASIS OF BEARINGS REFERENCE NOTE. DENOTES 1/2 INCH BY 14 INCH IRON MONUMENT SET AND MARKED BY R.L.S. NO. 41905 DENOTES DAKOTA COUNTY CAST IRON MONUMENT FOUND DENOTES PK NAIL SET VICINTY MAP (NOT TO SCALE) SECTION 19, TOWNSHIP 114, RANGE 20 W 199T H S T R E E T Lake Marion SITE CURRENT ZONING: RS-3-SINGLE FAMILY RURAL RESIDENTIAL PROPOSED ZONING: RS-3-SINGLE FAMILY RURAL RESIDENTIAL AREA OF PLAT: 0.435 ACRES, 18,960 SQ.FT.(0.50 ACRES PER COUNTY) AREA OF LOT 1: 0.435 ACRES, 18,960 SQ.FT.(0.50 ACRES PER COUNTY) Site run-off and erosion to be dealt with at time of building permit application. Surface water drainage to be dealt with at time of building permit application. SETBACKS PER CITY ORDINANCE: PRINCIPAL STRUCTURES: FRONT YARD: 30 FEET SIDE YARD:10 FEET REAR YARD:75 FEET FROM THE OHW, ORDINARY HIGH-WATER NOTE: 1.There are no proposed primary Septic Drainfields, for Lot 1, and neither are there proposed streets or grading for this Preliminary and Final Plat. 2.The Drainage and Utility Easements shown are proposed. The entire plat will be just one lot in one block. 3.Square area shown on the property is a possible building area with a size of 50 feet by 50 feet. 4.The width of the proposed lot is 74.86 feet at the 30 foot front setback line. There is city sanitary sewer and water available to the site as shown hereon. 5.Any Grading, Stormwater Pollution Prevention, Landscape, and Tree Preservation Plans to be obtained as needed. Site Plan to be provided after plat is complete and architectural plans are available, and at the time applicant applies for a Permit to build a new home on the site. 6.Revision of 12-10-2025 to update Area of Plat, and of Lot 1, and also update Setback information, and remove the former note #6, all per city request. 7.Revision of 12-11-2025 to update Area of Plat and of Lot 1 to the shoreline of Lake Marion. 8.Revision of 12-15b-2025 to update property side lot line dimension labels, and to add Dakota County GIS area of the property, and to add Note 9. 9.Note, earlier survey by Jeffery D. Lindgren shows the shoreline as being 269 feet from the street in the year 2013, and the original plat of LENIHAN'S LOTS from the year 1941 shows the shoreline 60 feet or so farther from the depiction herein. NOTES AND LEGEND NAMES AND ADDRESSES PROPERTY OWNERS AND SUBDIVIDERS: OWNERS: Tyler and Alessandra Putrah 21059 Itami Trail Lakeville, MN 55044 SUBDIVIDERS: Tyler and Alessandra Putrah 21059 Itami Trail Lakeville, MN 55044 SURVEYOR: Michael H. Brandt 6837 Creston Road Edina, MN 55435 PROPERTY DESCRIPTION: Page 190 of 301 CITY OF LAKEVILLE PLANNING COMMISSION MEETING MINUTES December 18, 2025 Chair Zimmer called the meeting to order at 6:00 p.m. in the Council Chambers at City Hall. The Pledge of Allegiance to the flag was given. Members Present: Chair Christine Zimmer, Vice Chair Scott Einck, Pat Kaluza, John Swaney, Jason Swenson, Mark Traffas, Amanda Tinsley Members Absent: None Staff Present: Kris Jenson, Planning Manager; Tina Goodroad, Community Development Director (via Teams), Heather Botten, Senior Planner; Jon Nelson, Assistant City Engineer; Dawn Erickson, Community Development Recorder ____________________________________________________________________________ 5a. Putrah Shores Chair Zimmer opened the public hearing to consider the application of Tyler Putrah for a preliminary plat of one lot located on 199th Street along the shores of Lake Marion. Tyler Putrah, 21059 Itami Trail, introduced the project. Senior Planner Heather Botten presented the staff report. The plat consolidates two adjacent parcels, totaling 0.43 acres, into a single lot. Mr. Putrah intends to construct a new single-family home on the property, which is zoned RS-3, Single-Family Residential and located in the Shoreland Overlay District of Lake Marion. The two parcels are legal, non-conforming lots, both originally platted in 1909 as part of the Antlers Park plat. In 1941, the west parcel was replatted as part of the Lenihan’s Lots Antlers Park plat. Because the lots are part of two different plats, Dakota County requires the parcels be platted to be combined. Chair Zimmer opened the hearing to the public for comment. There was no public comment. Motion was made by Kaluza, seconded by Swaney to close the public hearing at 6:07 p.m. Voice vote was taken on the motion. Ayes – unanimous Chair Zimmer asked for comments from the Planning Commission. • Commissioner Kaluza expressed his support for the project. Page 191 of 301 Planning Commission Meeting Minutes, December 18, 2025 Page 2 Motion was made by Swaney, seconded by Swenson to recommend to City Council approval of the Putrah Shores preliminary plat, subject to the following stipulations: 1. The final plat shall be in substantial conformance with the preliminary plans on file with the Community Development Department except as may be modified by the conditions herein. 2. Related fees for a one lot plat shall be required to be paid prior to the release of the final plat for recording. Ayes: Traffas, Kaluza, Zimmer, Einck, Swaney, Swenson, Tinsley Nays: 0 Page 192 of 301 1 City of Lakeville Community Development Memorandum To: Planning Commission From: Heather Botten, Senior Planner Date: December 10, 2025 Subject: Packet Material for the December 18, 2025 Planning Commission Meeting Agenda Item: Preliminary and Final Plat for Putrah Shores Action Deadline: January 6, 2026 BACKGROUND Tyler Putrah has submitted a preliminary and final plat for a one-lot subdivision to be known as Putrah Shores. The plat consolidates two adjacent parcels, totaling 0.43 acres, into a single lot. The property is located along the north shore of Lake Marion, south of 199th Street. Mr. Putrah owns the parcels and intends to construct a new single-family home on the property. The Engineering Division has not prepared a staff memo for the proposed plat as there are no public street, stormwater, or utility improvements proposed to be done by the applicant. EXHIBITS A. Location Map B. Zoning Map C. Certificate of Survey D. Preliminary Plat E. Final Plat Zoning and Surrounding Uses. The property is zoned RS-3, Single-Family Residential and located in the Shoreland Overlay District of Lake Marion. The proposed project is surrounded by developed, single-family lots, zoned RS-3, Single-family Residential and guided Low Density Residential. Page 193 of 301 2 Existing Conditions. The two parcels are legal, non-conforming lots, both originally platted in 1909 as part of the Antlers Park plat. In 1941, the west parcel was replatted as part of the Lenihan’s Lots Antlers Park plat. Because the lots are part of two different plats, Dakota County requires the parcels be platted to be combined. Individually, the properties are legal non-conforming lots of record and the two parcels could be potential buildable sites, provided setbacks and impervious surface requirements are met. Combining these two lots into one larger lot will bring the property closer to a conforming lot, which is a goal of the shoreland program and planning policy in general. Because the lot to be created does not meet the minimum lot size and width requirements, Staff consulted with the City Attorney to confirm whether any other actions were required in conjunction with the preliminary plat. Upon review of the ordinance language, it was confirmed for staff that no additional actions were required. The Shoreland Overlay District includes provisions for lots of record as of June 19, 1978, that don’t meet the minimum lot and setback requirements of the Shoreland Overlay District, to be allowed as a building site. The lot must also meet the requirements of 11-16-5, which addresses general performance standards for platted and unplatted properties such as lot frontage on public streets, placement of structures to not obstruct future public street access, etc. PLANNING A NALYSIS P RELIMINARY PLAT Zoning and Comprehensive Plan consistency. The property is currently guided Low Density Residential and located in Planning District No. 4 of the Comprehensive Land Use Plan. The property is in the current Metropolitan Urban Service Area (MUSA) which means that City municipal services, including sanitary sewer service, are available to serve the property. The property is zoned RS-3, Single-Family Residential. The proposed plat meets the recommended goals and objectives of the zoning code and comprehensive plan. Existing Site Conditions. The property is currently undeveloped, and abutting Lake Marion. The site is in the shoreland overlay district. The surrounding parcels are developed, single- family residential lots. Lot and Block. The minimum lot size and width requirements are governed by the RS-3 district and the Shoreland Overlay District requirements. The most restrictive of the requirements would apply to the property. The existing parcels are legal non-conforming lots that do not meet the minimum lot size or width requirements. The minimum lot size requirement in the shoreland overlay district is 20,000 square feet for riparian (lakeshore) lots. The proposed lot would be 18,725 square feet, an improvement from the two current smaller lot sizes. Combining the two parcels into one, the lot would still not meet the minimum lot Page 194 of 301 3 width requirement of 85 feet in the RS-3 district. The combined lot width of the parcels is 75 feet, improving the current non-conformity of a 50-foot-wide lot and a 25-foot-wide lot. Setbacks. The setback requirements for the property will be 30 feet from the front yard, 75 feet from the ordinary high-water level, and since the existing lots were platted prior to January 18, 1980, the side yard setback will be 10 feet. Impervious surface on the property shall not exceed 25%. Streets. The property has access to 199th Street, a local city street. Grading, Drainage and Utilities. City sanitary sewer and water are available to the site, located in the right-of-way. Grading, drainage, and utility plans will be reviewed with the building permit. Storm sewer charges are paid at the time of platting and are based on square footage of the lot with the fee listed in the City’s current fee schedule. Park Dedication, Trails and Sidewalks. The City’s Comprehensive Parks, Trails, and Open Space Plan does not identify any future park land within the area of the plat. No public trails or sidewalks are being constructed with this plat. Park dedication fees will be required for one low density residential lot per the amount listed in City’s current fee schedule. DNR Review. The plat has been sent to the DNR for review and comment. Official comments on the plat have not been received. Early communication with the DNR prior to plat submittal, they were in support of the lot consolidation. RECOMMENDATION Community Development staff recommend approval of Putrah Shores preliminary plat, subject to the following stipulations: 1. The final plat shall be in substantial conformance with the preliminary plans on file with the Community Development Department except as may be modified by the conditions herein. 2. Related fees for a one lot plat shall be required to be paid prior to the release of the final plat for recording. Page 195 of 301 Dakota County, Microsoft, Vantor±City of Lakeville Location Map Putrah Shores Preliminary Plat 199TH STITHACA CIRITERI PLITASCA L N Lake Marion Subject Properties EXHIBIT A Page 196 of 301 RS-3 P/OS RS-3 RS-3 RS-3 RS-3 ±City of Lakeville Zoning Map Putrah Shores Preliminary Plat 199TH STITHACA CIRITERI PLITASCA L N Lake Marion Subject Properties EXHIBIT B Page 197 of 301 EXISTINGHOUSE EXISTINGGARAGEWATER ELEVATION=983.30 ON09-26-2025ORDINARY HIGH WATER LEVEL(OHWL)=983.68 NAVD88 DATUM100-YEAR FLOODELEVATION=984.60,NAVD88OHWL LINE75 FOOT SETBACKTO OHWL LINEFDIP12"Rebar1.4'offlinegasEXISTI N G HOUS E The S o u t h e a s t e r l y l i n e o f L o t 2 3 The Northwesterly line of Lot 23The Northwesterly line of Lot 22FIELD RECORDED WATER LINEFDIP12"Rebarlyingsideways0.04'offlineSURVEY LINEMailbox60 601. Property does not yet have an address, or house number and isAbstract property.2. Benchmark Elevation at RIM of Sanitary Manhole in 199th Streetnear the southeasterly property line equals 1,002.19, as recordedand calibrated from DNR Benchmark at centerline of weir outletstructure, hi point, at Orchard Lake Beach near 17240 Judicial Road,Lakeville, MN.3. Existing ground surface contours from lidar, with recorded fieldshots on benchmark system, which is NAVD88 datum.Lot 22, Block 12, Lenihan's Lots, Antlers Park; AND Lot 23, Block 12,Antlers Park EXCEPT that part of Lot 23, Block 12, Antler's Park, lyingSoutheasterly of a line described as follows: Commencing at a point on theNortheasterly line of said Lot 23, said point being 25 feet Southeasterly ofthe most Northwesterly corner of said Lot 23 as measured along saidNortheasterly line, running thence in a Southwesterly direction parallel toand 25 feet distant from the Northwesterly line of said Lot 23 to theSouthwesterly line of said Lot 23 and there terminating, Dakota County,Minnesota.EXHIBIT CPage 198 of 301 Date: 1/5/2026 Flagship Recreation Proposal for the Purchase and Installation of Playground Equipment for the Lakeville Area Arts Center Proposed Action Staff recommends adoption of the following motion: Move to approve Flagship Recreation Proposal for the Purchase and Installation of Playground Equipment for the Lakeville Area Arts Center. Overview In late 2023, the City purchased the Alternative Learning Center, located next to the Lakeville Area Arts Center (LAAC), and repurposed it as the Fine Arts Building (FAB). Play equipment on the property purchased from the school district is due for replacement under the City’s standard replacement schedule. The general lifespan of a playground is 20-25 years or until repairs are no longer financially practical. The playground is frequently used by youth attending classes at the LAAC and FAB as well as neighbors to these facilities. The proposed play equipment will be fully accessible with poured-in-place surfacing. This material has been hugely popular at other City parks, including King and Antlers Parks and will be a tremendous upgrade to this playground. The total cost of the replacement and installation will be $186,179.68, which includes poured-in- place and drain tile installation. Staff worked with Lakeville based QA-1 to secure a $90,000 donation to cover the cost of the playground. In 2021, QA-1 donated accessible play equipment to Cedar Crossing Park and expressed interest in participating in a similar project. Installation is expected to be completed in early 2026. Supporting Information 1. Flagship Recreation Proposal for LAAC Play Equipment Financial Impact: $186,179.68 Budgeted: Yes Source: Donations & Park Dedication Fund Envision Lakeville Community Values: Access to a Multitude of Natural Amenities and Recreational Opportunities Report Completed by: Joe Masiarchin Parks and Recreation Director Page 199 of 301 Date Expires Quote: Contact: Phone: Email: QTY ITEM #UNIT PRICE EXT. PRICE 1 EQUIPMENT $96,844.00 1 DISCOUNT 8.00%($7,747.52) 1 BONDING $1,354.45 Subtotal $90,450.93 Freight $0.00 Sales Tax Tax Exempt Total $90,450.93 Ship To: Bill To: City of Lakeville 20195 Holyoke Ave Lakeville, MN 55044 Page 1 of 2 State Contract #218091 Quotes from Landscape Structures,Inc.are subject to current Landscape Structures,Inc.policies as well as Terms &Conditions,Inclusions & Exclusions outlined below unless noted otherwise on this quote.Changes are subject to price adjustment.Sales tax,if applicable,will be applied unless a tax-exempt certificate is provided at the time of order entry.Customer deposits, if required, must be received before orders will be entered & installation scheduled. Purchases in excess of $1,000.00 must be supported by a formal Purchase Order made out to Landscape Structures, Inc. *Terms: Net 30 days; 1.5% finance charge on balances over 30 days 12/30/2025 1/29/2026 (952) 985-4601 Joe Masiarchin - Parks & Recreation Director City of Lakeville Description Lakeville Area Arts Center - OPT 1 (Volo & Flexx Swing) State Contract #218091 Payment & Performance Bonds jmasiarchin@lakevillemn.gov Landscape Structures, Inc. Please Make PO's & Contracts Out To: 601 7th St. S Delano, MN 55328 Please Remit Payment To: Landscape Structures, Inc. SDS 12-0395 PO Box 86 Minneapolis, MN 55486-0395 Lakeville Area Arts Center 20965 Holyoke Ave Lakeville, MN 55044 Page 200 of 301 $90,450.93 Page 2 of 2 Accepted By (Print)Joe Masiarchin - Parks & Recreation Director Date:Signature: Purchase Amount: Acceptance of Quotation: Terms &Conditions Contract:Seller's Copy of signed quote represents the contract between Seller and Buyer.This form supersedes all previous communicationsand negotiations and constitutes the entire agreementbetween the parties.Any changes to this contract are not binding unless jointly agreed in writing via Change Order. Project Scope (This Section For Quotes Including Installation) Inclusions: •One Mobilization •Accepting & Unloading of Order Prior to Installation •Unpacking of Play Equipment •Assembly of Play Equipment •Placing, Digging or Surface Mounting Equipment (as specified) •Concrete for Play Equipment Footings •Standard Insurance Offer (Detail Provided Upon Request) •Standard Warranty Offer (Detail Provided Upon Request) •Standard Wage Rates Exclusions (Unless Specifically Quoted): •Storage or Security of Equipment •Private Utility Locates (irrigation, low voltage, lighting, etc.) •Additional Labor Due to Site Access. Require 8' Wide Clearance from Staging Area to Play Space. •Additional Labor and/or Related Costs Due to Subsurface Conditions (Rock, Hardpan, Heavy Clay, Ground Water, etc.) •Additional Labor and/or Related Costs Due to Working in Unstable Soils (Sand, Pea Rock, Mud, Poor Site Drainage, etc.) •Offsite Removal of Spoils From Footing Holes or Other Excavation. Can be stockpiled for owner removal or left in play space •Disposal of Packing Material. Can be Stockpiled for Owner Removal or Deposited in Owners Onsite Dumpster •Removal of Existing Play Equipment, Border or Safety Surfacing Material •Site Work of Any Kind. Exclusions include, site grading (owner to provide max slope of 1%), site restoration, drainage, etc. •Border for Play Space •Bonding of Any Type •Permits of Any Kind Page 201 of 301 2026 Qty Item No.Description Price Ext Price 1 323659A Volo DB $89,531 $89,531.00 1 352219A Flexx Swing w/Single Post Frame 52" Bury $7,313 $7,313.00 1 182503C Welcome Sign (LSI Provided) Ages 5-12 years Direct Bury $0 $0.00 $96,844.00 EQUIPMENT INFORMATION & PRICING Total Equipment Cost at State Contract Pricing PROJECT INFORMATION State Contract #218091 Lakeville Area Arts Center 20965 Holyoke Ave Lakeville, MN 55044 Contract Year: Page 3 of 6 Page 202 of 301 Date Expires Quote: Contact: Phone: Email: QTY ITEM #UNIT PRICE EXT. PRICE 1 MOB $750.00 $750.00 1 DUMPSTER $750.00 $750.00 SITE WORK By Others BORDER By Others CONCRETE By Others 103 Tons SUBGRADE Per Quote $7,394.13 210 LF SUBGRADE Per Quote $3,393.60 1 INSTALL 18.18%$16,194.34 2,643 SF SURFACING Per Quote $57,024.05 1 BONDING $2,629.57 256 LF FENCE $2,146.05 Subtotal $88,135.68 Freight $1,200.00 Sales Tax Tax Exempt Total $89,335.68 *Full perimeter connected to a 4" outlet pipe provided by others. Pipe to be placed in a trench below top of subgrade & covered with clear rock Bill To: City of Lakeville 20195 Holyoke Ave Lakeville, MN 55044 Please Make PO's & Contracts Out To: Flagship Recreation 11123 Upper 33rd St. N Lake Elmo, MN 55042 Please Remit Payment To: Flagship Recreation 11123 Upper 33rd St. N Lake Elmo, MN 55042 Lakeville, MN 55044 Ship To: Lakeville Area Arts Center 20965 Holyoke Ave State Contract #218091 Description Lakeville Area Arts Center - OPT 1 (Volo & Flexx Swing) Construction Fence (LF) Excavation (new container) *Terms: Net 30 days; 1.5% finance charge on balances over 30 days Page 1 of 2 CONSTRUCTION FENCE ALTERNATE Compacted Class 5 Subgrade Base for PIP or Turf Surfacing (4"-6" Depth) *Not included in the total below. Drain Tile & Installation (4" Corrugated Perforated Pipe w/ Sock) DuraPlay PIP (50/50 Mix) Quotes from Flagship Recreation are subject to current Flagship Recreation policies as well as Terms &Conditions,Inclusions &Exclusions outlined below unless noted otherwise on this quote.Changes are subject to price adjustment.Sales tax,if applicable,will be applied unless a tax-exempt certificate is provided at the time of order entry.Customer deposits, if required, must be received before orders will be entered &installation scheduled. Purchases in excess of $1,000.00 must be supported by a formal Purchase Order made out to Flagship Recreation Payment & Performance Bonds Concrete Curb Border *Includes 3 days of site security by DuraPlay Concrete Flatwork (4" Thick) Playground Installation by Landscape Structures Certified Installers 12/30/2025 1/29/2026 (952) 985-4601 Joe Masiarchin - Parks & Recreation Director City of Lakeville jmasiarchin@lakevillemn.gov Mobilization Dumpster - Disposal / Equipment Packing (30 Yard) Page 203 of 301 Accepted By (Print) Date:Signature: Purchase Amount:$89,335.68 Page 2 of 2 Acceptance of Quotation: Terms &Conditions Contract:Seller's Copy of signed quote represents the contract between Seller and Buyer.This form supersedes all previous communicationsand negotiations and constitutes the entire agreementbetween the parties.Any changes to this contract are not binding unless jointly agreed in writing via Change Order. Project Scope (This Section For Quotes Including Installation) Inclusions: •One Mobilization •Accepting & Unloading of Order Prior to Installation •Unpacking of Play Equipment •Assembly of Play Equipment •Placing, Digging or Surface Mounting Equipment (as specified) •Concrete for Play Equipment Footings •Standard Insurance Offer (Detail Provided Upon Request) •Standard Warranty Offer (Detail Provided Upon Request) •Standard Wage Rates Exclusions (Unless Specifically Quoted): •Storage or Security of Equipment •Private Utility Locates (irrigation, low voltage, lighting, etc.) •Additional Labor Due to Site Access. Require 8' Wide Clearance from Staging Area to Play Space. •Additional Labor and/or Related Costs Due to Subsurface Conditions (Rock, Hardpan, Heavy Clay, Ground Water, etc.) •Additional Labor and/or Related Costs Due to Working in Unstable Soils (Sand, Pea Rock, Mud, Poor Site Drainage, etc.) •Offsite Removal of Spoils From Footing Holes or Other Excavation. Can be stockpiled for owner removal or left in play space •Disposal of Packing Material. Can be Stockpiled for Owner Removal or Deposited in Owners Onsite Dumpster •Removal of Existing Play Equipment, Border or Safety Surfacing Material •Site Work of Any Kind. Exclusions include, site grading (owner to provide max slope of 1%), site restoration, drainage, etc. •Border for Play Space •Bonding of Any Type •Permits of Any Kind Page 204 of 301 EQUIPMENT COLOR SIGN OFF Lakeville Area Arts Center Please sign below if you approve of the colors represented in the photo above. Colors PIP Colors (specify colors & Sq. Ft. of each) 1,542 SF - 50% Purple (DP21) & 50% Black 1,101 SF - 50% Light Grey (DP65) & 50% Black Customer Signature:__________________________________ Date: _________________ See Color Summary Sheet Page 205 of 301 PlayStudio® Color Summary Created By: jthunberg Date: 11/26/2025 11:22:31 AM Lakeville Arts Center Lakeville, MN Flagship Recreation Brett Altergott Lakeville_ArtsCenter 112625 Page 1 of 2 Smart Play (5-12 years) * Palette Overridden * PHASE-1 Direct Bury Aluminum !! Palette NOT Selected !! ProShield® Finish Posts/Arches: Purple * Clamps/Ball Connectors: Orange * Play Components: Yellow * Polyethylene Slide Hoods/O-Zone®: Tangerine * Slides/Tunnels/Gliders/E-Pods®: Tangerine * Secondary Slides/Tunnels/Gliders/E-Pods®: Tangerine * Permalene® Primary Permalene: Recycled Yellow w/Black * Secondary Permalene: Recycled Yellow w/Black * Tertiary Permalene: Recycled Slate w/Black * TenderTuff Decks/Step Ladders: Gray * Cables Cables: Black * Swings Posts: Purple * Beams: Orange * Clamps: Purple * Cables: Black * Molded Bucket Seats: Tangerine * QTY NUMBER DESCRIPTION Freestanding Play Signs 1 182503C Welcome Sign (LSI Provided) Ages 5-12 years Direct Bury Posts/Arches: Purple=027 Swings 1 352219A Flexx™ Swing w/Single Post Frame 52" Bury Posts: Purple=027 Beams: Orange=093 Clamps: Purple=027 Cables: Black=005 Page 206 of 301 PlayStudio® Color Summary Created By: jthunberg Date: 11/26/2025 11:22:31 AM Lakeville Arts Center Lakeville, MN Flagship Recreation Brett Altergott Lakeville_ArtsCenter 112625 Page 2 of 2 Smart Play® Ages 5-12 Yrs 1 323659A Volo® Direct Bury 1 Posts/Arches: Purple=027 Clamps/Ball Connectors: Orange=093 Play Components: Yellow=007 Slide Hoods/O-Zone®: Tangerine=319 Slides/Tunnels/Gliders/E-Pods®: Tangerine=319 Secondary Slides/Tunnels/Gliders/E-Pods®: Tangerine=319 Primary Permalene: Recycled Yellow w/Black=807 Secondary Permalene: Recycled Yellow w/Black=807 Tertiary Permalene: Recycled Slate w/Black=837 Decks/Step Ladders: Gray=166 Cables: Black=005 Molded Bucket Seats: Tangerine=319 • Estimated labor-hours do not include hours for custom product installation and/or site or subsurface preparation. • The quoted price is protected for thirty (30) days if a Complete Order is placed within that time period. A product order is a Complete Order if entered in the applicable LSI software portal and includes final product, colors, artwork and specifications identified, which is fully ready for LSI manufacturing within normal lead times. • 1Any Quote or products that have a total weight above 5,000 lbs shall require a freight quote. Freight tables cannot be used. Custom freight quotes are valid for thirty (30) days and are subject to changes set by the carrier. Unless stated otherwise or in any separate custom freight quote related to this Quote, all prices are FOB Origin (Delano, Minnesota or Dallas, TX). • View additional quote terms here. Page 207 of 301 Page 208 of 301 Page 209 of 301 Page 210 of 301 Lakeville Area Arts Center20965 Holyoke Ave, Lakeville, MN 55044SALES REPRESENTATIVE: Brett Altergott DESIGNED BY: JLZT 11/26/25 1/4" = 1'-0" FLAGSHIP RECREATION 11123 UPPER 33RD ST N LAKE ELMO, MN 55082 763-550-7860 FLAGSHIPPLAY.COM @FLAGSHIPPLAY THIS PLAY AREA & PLAY EQUIPMENT IS DESIGNED FOR AGE RANGES AS NOTED ON PLAN. SHEET LS101 C:\Users\JaquiThunberg\Flagship Recreation\Flagship Recreation - Documents\2026 Planning\Brett\Lakeville_LAAC\2025.11.26 Revised Design\Lakeville_ArtsCenter 112625.dwgCONTAINER DETAILS TOTAL CONTAINER AREA 2643 SF ASTM SAFETY SURFACING TYPE POURED-IN-PLACE, 8' CFH TOTAL PIP AREA 2643 SF TOTAL PERIMETER 212 LF EDGING TYPE CONCRETE CURB, BY OWNER FINISH GRADE TOP OF CURB/CONCRETE WALK **SITE PREPARATION REQUIREMENTS: ·MAXIMUM OF 1% GRADE CHANGE ACROSS CONTAINER ·NO PRE-INSTALLED DRAIN TILE OUTSIDE OF 4 FEET OF PERIMETER ·DRAIN TILE STUB TO BE PROVIDED IF DRAIN TILE IS REQUIRED ·NO DRAINAGE AGGREGATE PRE-INSTALLED ·NO FABRIC PRE-INSTALLED ·MINIMUM CONTAINER SIZE NEEDED DENOTES THE INSIDE OF CURB DIMENSION Page 211 of 301 Lakeville Arts CenterSUBGRADE PREPARATION& SAFETY SURFACING20965 Holyoke Ave, Lakeville, MN 55044SALES REPRESENTATIVE: Brett Altergott DESIGNED BY: JLZT 11/26/25 1/4" = 1'-0" FLAGSHIP RECREATION 11123 UPPER 33RD ST N LAKE ELMO, MN 55082 763-550-7860 FLAGSHIPPLAY.COM @FLAGSHIPPLAY THIS PLAY AREA & PLAY EQUIPMENT IS DESIGNED FOR AGE RANGES AS NOTED ON PLAN. SHEET LG101 C:\Users\JaquiThunberg\Flagship Recreation\Flagship Recreation - Documents\2026 Planning\Brett\Lakeville_LAAC\2025.11.26 Revised Design\Lakeville_ArtsCenter112625.dwgPOURED-IN-PLACE DETAILS TOTAL AREA 2643 SF PIP BY CRITICAL FALL HEIGHTS SQ FT 8' CFH PIP 2643 TOTAL PIP 2643 PIP BY COLOR 50% PURPLE (DP21) / 50% BLACK 1542 50% PALE GRAY (DP65) / 50% BLACK 1101 TOTAL PIP 2643 1" TOP COAT IN HIGH WEAR AREAS 275 SF Page 212 of 301 Date: 1/5/2026 SRF Consulting Amendment Number Two Proposal for Professional Services for Grand Prairie Park Proposed Action Staff recommends adoption of the following motion: Move to approve SRF Consulting Amendment Number Two Proposal for Professional Services for Grand Prairie Park. Overview The construction of Grand Prairie Park began in 2024 with funding from the 2021 Park Bond Referendum. The community park located off Cedar Avenue and 185th Street will include a grandstand, athletic decks, a challenge course, a splash pad, pickleball courts, and park buildings. SRF Consulting has been working with the City since 2018 on various components of the project, including the schematic design, topographic survey, final design and specifications for the park master plan, and construction oversight. Staff recommend expanding their professional services agreement due to ongoing park construction. Although the majority of the park has been constructed, due to site conditions and weather, the project will not be fully completed until 2026. Since construction has spanned three budget cycles, which have included updates to the project budget, staff felt it necessary to provide a short recap of the changes since the project began. Those changes include additions to the project budget for improvements, such as a fiber connection to the park and security cameras, which were included in the 2025 CIP budget, for a total of $380,886. Other project updates previously approved by council and covered through sponsorships or donations included the expansion of the scoreboard, storage garage, batters eye, and lacrosse practice wall, for a total of $534,521. Additional changes to the budget included in the 2025 and 2026 CIP pertain to construction-related costs due to site and building constraints covered through contingency funding. The bulk of which directly pertains to project oversight and design, drainage, and other site improvements for a total of; $1,638,890. The current budget of $22,494,255 includes contingency and all other project-related costs, including design/construction oversight, site work, building construction, splash pad, irrigation, playground, lighting, furnishings, and other site amenities. Supporting Information 1. Proposal for Professional Services for Final Design from SRF Dated July 13, 2023 2. Amendment Numbder (2) Proposal for Professional Services for Construction Services Dated December 17, 2025 Page 213 of 301 Financial Impact: $340,960.00 Budgeted: Yes Source: Park Bond Referendum Envision Lakeville Community Values: Access to a Multitude of Natural Amenities and Recreational Opportunities Report Completed by: Joe Masiarchin Parks and Recreation Director Page 214 of 301 Page 215 of 301 Page 216 of 301 Page 217 of 301 Page 218 of 301 Page 219 of 301 Page 220 of 301 Page 221 of 301 Page 222 of 301 Page 223 of 301 Page 224 of 301 Page 225 of 301 Page 226 of 301 Page 227 of 301 Page 228 of 301 Page 229 of 301 Page 230 of 301 Page 231 of 301 Page 232 of 301 Page 233 of 301 Page 234 of 301 Page 235 of 301 Page 236 of 301 Page 237 of 301 Page 238 of 301 www.sr fconsult ing .com 3701 Wayzata Boulevard, Suite 100 | Minneapolis, MN 55416-3791 | 763.475.0010 Equal Employment Opportunity/Affirmative Action Employer SRF Project No. 16311.01 December 17, 2025 Joe Masiarchin Parks and Recreation Director City of Lakeville 20195 Holyoke Avenue Lakeville, MN 55044 jmasiarchin@lakevillemn.gov Subject: Amendment Number (2) Proposal for Professional Services for Construction Services (Grand Prairie Park) Lakeville, MN Dear Joe Masiarchin: Based on your request, SRF Consulting Group, Inc. (“SRF”) is pleased to submit this Amendment Number 2 (“Amendment”) to the Proposal, which was signed by the City of Lakeville on July 17, 2023. Scope of Services The Scope of Services as identified in the Proposal is amended as follows: SRF will provide the following additional services: - Construction administration services for site work related to Bid Packs #1, #3, and #4 for 2025. - Work completed due to construction errors at the Main Park Building, Field Support Building, and Grandstand. - Work completed due to unforeseen site hydrology. - Work completed due to requested additions to the project. - Construction administration services for site work to be completed in 2026: The final phase of construction should run from early/mid-April to the end of May – assumes roughly 10 weeks. Following construction, there will be project close-out tasks (final punch list review/prep, final site inspection, final pay application, close-out documentation, prep of data for asset management software, etc.) that will occur later in 2026. Total projected 2026 costs are $46,200 and break down as follows: Final phase of construction: 15 hours/week for 10 weeks - $33,000 Project close-out: 60 hours - $13,200 - Construction administration services for building work related to Bid Pack #2 for 2025 and 2026. (Attachment HCM Architects Construction Administration Additional Services) Page 239 of 301 Joe Masiarchin December 17, 2025 City of Lakeville Page 2 of 2 Basis of Payment/Budget Based on SRF’s understanding of the amended Scope of Services, the estimated cost for this Amendment is $340,960.00, including $254,600 for site-related services and $86,360 for building- related services. This results in a total estimated cost of $1,508,127.00 for the full Scope of Services. Amendment Except as modified by this Amendment, all terms and conditions of the Proposal and any previous amendments shall remain in full force and effect. Acceptance/Notice to Proceed A signed copy of this Amendment, mailed or emailed to Tim Wold at the address on the first page of this document or at twold@srfconsulting.com, will serve as acceptance of this Amendment and SRF’s notice to proceed. We appreciate your consideration of this Amendment and look forward to continuing to work with you on this project. Please contact us if you have any questions or need additional information. Sincerely, SRF Consulting Group, Inc. Timothy Wold, PLA Ken Grieshaber, PLA, ASLA Senior Project Manager Project Director TW/KG Attachment(s): HCM Architects Construction Administration Additional Services Approved: City of Lakeville Signature: (Mayor, Luke M. Hellier) Signature: (City Clerk, Ann Orlovsky) Date: This cost proposal is valid for a period of 90 days. SRF reserves the right to adjust its cost estimate after 90 days from the date of this proposal. 16311.01_Amendment 2-r1_121725.docx Page 240 of 301 P h 6 1 2 -904-1 3 3 2 4 2 0 1 C e d a r A v e n u e s o u t h M i n n e a p o l i s , M N 5 5 4 0 7 H a g e n , C h r i s te n s e n & M cI l w a i n A r c h i t e c t s Construction Administration Additional Services Project: Grand Prairie Park Buildings Date: October 30, 2025 7700 185th St. W. Comm No: 2373 Lakeville, MN 55044 General Contractor: Owner: City of Lakeville APX Construction Group 20195 Holyoke Ave. 1961 Premier Dr. Suite 318 Lakeville, MN 55044 Mankato, MN 56001 Per request from the City, a breakdown of Bid Package #2 design team additional services is provided for services completed to date, anticipated in the remainder of 2025, and anticipated in 2026. The total additional services amount to $86,360.00. Below is breakdown of each category: Total of additional services completed to date • Architectural additional services: $17,600.00 o Work performed due to construction errors at the Grandstand: $5,600.00 ▪ 35 hours spent with an hourly rate of $160 ▪ Cracking foundations and footings, improperly placed and poured concrete, anchor bolts set out of alignment, etc. o Work performed due to prolonged construction schedule and delays: $7,200.00 ▪ 45 hours spent with an hourly rate of $160 ▪ Incorrectly procured and installed items, late submittals and permits, GC/subcontractor scheduling issues, etc. o Work performed due to requested additions to the project: $4,800.00 ▪ 30 hours spent with an hourly rate of $160 ▪ Sloan sink upgrade, coordination of revised splash pad equipment layouts, changing flooring to epoxy in concessions space • Structural additional services to date: $12,000.00 o Work performed before April 2025: $4,000.00 ▪ Additional report and site visit to review cracking at footings and foundation walls o Work performed between April 2025 and August 2025: $5,000.00 ▪ Responses to RFI’s for fixing improperly located concrete foundations and columns o Work performed between August 2025 and October 2025: $3,000.00 ▪ Additional report and site visit to review structural precast concrete and structural steel ▪ Responses to RFI’s for fixing improperly located concrete foundations and columns Page 241 of 301 CA Additional Services Date: October 30, 2025 H a g e n C h r i s t e n s e n & M c I l w a i n P a g e 2 o f 2 Total of additional services to be completed in 2025: • Architectural additional services: $16,000.00 o 10 weeks to December 31st, 2025 and projected 10 hours spent a week with an hourly rate of $160 • MEP additional services: $1,000.00 o Separate MEP Punchlist @ Main Building Total of additional services to be completed in 2026 (end of construction): • Architectural additional services: $32,000.00 o 20 weeks from January 1st, 2026 to June 1st, 2026 and 10 hours spent a week with an hourly rate of $160 • Project Closeout Procedures: $5,760.00 o Compiling record set and 11-month warranty walkthroughs, 36 hours with an hourly rate of $160 • MEP additional services: $2,000.00 o Separate Rough-In and MEP Punchlists @ Grandstand Page 242 of 301 Date: 1/5/2026 Facility Use Agreement Between the Lakeville Yellow Ribbon and City of Lakeville Proposed Action Staff recommends adoption of the following motion: Move to approve the Facility Use Agreement Between the Lakeville Yellow Ribbon and City of Lakeville. Overview The Lakeville Yellow Ribbon has used facility space at the Heritage Center since the center's completion. They host a number of outreach programs and events for local veterans. Staff liaisons and leadership from Lakeville Yellow Ribbon have met to review their facility needs and draft the attached agreement. The agreement outlines the relationship between the City and Lakeville Yellow Ribbon and their usage of the Heritage Center. The agreement provides clear guidelines and expectations for both City staff and Lakeville Yellow Ribbon, benefiting both parties. The agreement will be reviewed and renewed annually, with this agreement expiring on December 31, 2026. Supporting Information 1. Facility Use Agreement Between the Lakeville Yellow Ribbon and Cityof Lakeville Financial Impact: $NA Budgeted: No Source: Envision Lakeville Community Values: A Sense of Community and Belonging Report Completed by: Susan Johnson, Recreation Manager Page 243 of 301 Page 244 of 301 Page 245 of 301 Page 246 of 301 Page 247 of 301 Page 248 of 301 Page 249 of 301 Page 250 of 301 Page 251 of 301 Page 252 of 301 Page 253 of 301 Page 254 of 301 Page 255 of 301 Page 256 of 301 Page 257 of 301 Page 258 of 301 Page 259 of 301 Page 260 of 301 Page 261 of 301 Page 262 of 301 Page 263 of 301 Page 264 of 301 Page 265 of 301 Page 266 of 301 Page 267 of 301 Page 268 of 301 Page 269 of 301 Page 270 of 301 Page 271 of 301 Date: 1/5/2026 Ordinance Amending Title 11 of the City Code and Summary Ordinance for Publication Related to Auto Repair Businesses Proposed Action Staff recommends adoption of the following motion: Move to approve an ordinance amending Title 11 of the City Code and a summary ordinance for publication. Overview Community Development Department staff recommends approval of an ordinance amending Title 11 (Zoning Ordinance) of the City Code as presented. The proposed amendment to Chapter 86: I-1 Light Industrial District provides more flexibility for the location of fenced outdoor storage areas for major automobile repair use. The Planning Commission held a public hearing on the proposed ordinance amendment at their December 18, 2026 meeting. There were no public comments. The Planning Commission unanimously recommended approval of the ordinance amendment. Supporting Information 1. Ordinance Amendment, redline and clean 2. Summary For Publication 3. December 18, 2025 Planning Commission draft meeting minutes 4. December 10, 2025 Planning report Financial Impact: $0 Budgeted: No Source: Envision Lakeville Community Values: Design that Connects the Community Report Completed by: Kris Jenson, Planning Manager Page 272 of 301 ORDINANCE NO.________ CITY OF LAKEVILLE DAKOTA COUNTY, MINNESOTA AN ORDINANCE AMENDING THE ZONING ORDINANCE OF THE LAKEVILLE CITY CODE THE CITY COUNCIL OF THE CITY OF LAKEVILLE ORDAINS: Section 1. Section 11-86-7.B of the Zoning Ordinance (Conditional Uses) is hereby amended to read as follows: B. Automobile repair, major provided that: 1. All building materials and construction including those of accessory structures must be in conformance with section 11-17-9 of this title. 2. Not less than twenty five percent (25%) of the lot, parcel or tract of land shall remain as landscaped green area according to the approved landscape plan. 3. The entire area other than occupied by buildings or structures or planting shall be surfaced with bituminous material or concrete which will control dust and drainage. The entire area shall have a perimeter curb barrier, a stormwater drainage system and is subject to the approval of the City Engineer. 4. The hours of operation shall be between seven o’clock (7:00) A.M. and eight o’clock (8:00) P.M. Evening hours of operation shall be subject to the approval of the City Council. 5. All painting must be conducted in an approved paint booth. All paint booths and all other activities of the operation shall thoroughly control the emission of fumes, dust or other particulate matter so that the use shall be in compliance with the State of Minnesota Pollution Control Standards, Minnesota Regulation APC 1-15, as amended. 6. The emission of odor by a use shall be in compliance with and regulated by the State of Minnesota Pollution Control Standards, Minnesota Regulation APC 7011, as amended. 7. All flammable materials, including liquids and rags, shall conform with the applicable provisions of the Minnesota Uniform Fire Code. 8. Outside storage is prohibited, except as provided for below. The storage of damaged vehicles, vehicles being repaired and vehicle parts and accessory equipment must be completely inside a principal or accessory building, or enclosed and screened as follows: Page 273 of 301 a. The outdoor storage area shall not be located on the side of a site facing a Principal Arterial roadway, as classified in the Lakeville Transportation Plan. b. The storage area shall be enclosed by a solid privacy fence between six (6) feet and eight (8) feet in height, meeting the requirements for fence materials and construction in Section 11-21-5. c. When adjacent to residential zoned property, the The fenced storage area shall be landscaped with a greenbelt as described in Section 11-21-9: Required Screening and Landscaping. d. The fenced storage area shall meet or exceed the required setbacks for structures when abutting public right-of-way or residential zoned property. Otherwise, the fenced storage area shall have a minimum rear yard setback of 10 feet. e. The fenced storage area shall not occupy more than twenty percent (20%) of the lot area or ten thousand (10,000) square feet, whichever is less. f. Individual vehicles shall not be stored on site longer than 30 days. Section 2. is ordinance shall be effective immediately upon its passage and publication according to law. ADOPTED by the Lakeville City Council this 5th day of January, 2026. CITY OF LAKEVILLE BY: ________________________ Luke M. Hellier, Mayor ATTEST BY: ________________________ Ann Orlofsky, City Clerk Page 274 of 301 ORDINANCE NO.________ CITY OF LAKEVILLE DAKOTA COUNTY, MINNESOTA AN ORDINANCE AMENDING THE ZONING ORDINANCE OF THE LAKEVILLE CITY CODE THE CITY COUNCIL OF THE CITY OF LAKEVILLE ORDAINS: Section 1. Section 11-86-7.B of the Zoning Ordinance (Conditional Uses) is hereby amended to read as follows: B. Automobile repair, major provided that: 1. All building materials and construction including those of accessory structures must be in conformance with section 11-17-9 of this title. 2. Not less than twenty five percent (25%) of the lot, parcel or tract of land shall remain as landscaped green area according to the approved landscape plan. 3. The entire area other than occupied by buildings or structures or planting shall be surfaced with bituminous material or concrete which will control dust and drainage. The entire area shall have a perimeter curb barrier, a stormwater drainage system and is subject to the approval of the City Engineer. 4. The hours of operation shall be between seven o’clock (7:00) A.M. and eight o’clock (8:00) P.M. Evening hours of operation shall be subject to the approval of the City Council. 5. All painting must be conducted in an approved paint booth. All paint booths and all other activities of the operation shall thoroughly control the emission of fumes, dust or other particulate matter so that the use shall be in compliance with the State of Minnesota Pollution Control Standards, Minnesota Regulation APC 1-15, as amended. 6. The emission of odor by a use shall be in compliance with and regulated by the State of Minnesota Pollution Control Standards, Minnesota Regulation APC 7011, as amended. 7. All flammable materials, including liquids and rags, shall conform with the applicable provisions of the Minnesota Uniform Fire Code. 8. Outside storage is prohibited, except as provided for below. The storage of damaged vehicles, vehicles being repaired and vehicle parts and accessory equipment must be completely inside a principal or accessory building, or enclosed and screened as follows: Page 275 of 301 a. The outdoor storage area shall not be located on the side of a site facing a Principal Arterial roadway, as classified in the Lakeville Transportation Plan. b. The storage area shall be enclosed by a solid privacy fence between six (6) feet and eight (8) feet in height, meeting the requirements for fence materials and construction in Section 11-21-5. c. When adjacent to residential zoned property, the fenced storage area shall be landscaped with a greenbelt as described in Section 11-21-9: Required Screening and Landscaping. d. The fenced storage area shall meet or exceed the required setbacks for structures when abutting public right-of-way or residential zoned property. Otherwise, the fenced storage area shall have a minimum rear yard setback of 10 feet. e. The fenced storage area shall not occupy more than twenty percent (20%) of the lot area or ten thousand (10,000) square feet, whichever is less. f. Individual vehicles shall not be stored on site longer than 30 days. Section 2. is ordinance shall be effective immediately upon its passage and publication according to law. ADOPTED by the Lakeville City Council this 5th day of January, 2026. CITY OF LAKEVILLE BY: ________________________ Luke M. Hellier, Mayor ATTEST BY: ________________________ Ann Orlofsky, City Clerk Page 276 of 301 SUMMARY ORDINANCE NO. _____ CITY OF LAKEVILLE DAKOTA COUNTY, MINNESOTA AN ORDINANCE AMENDING TITLE 11 (ZONING ORDINANCE) OF THE LAKEVILLE CITY CODE This ordinance amends Title 11 of the Lakeville City Code. An amendment has been made to the following chapters of the Lakeville City Code: Title 11 (Zoning) 11-26-7: Light Industrial District – Conditional Uses A printed copy of the entire ordinance is available for inspection by any person during the City Clerk’s regular office hours. Approved for publication by the City Council of the City of Lakeville, Minnesota, this 5th day of January 2026. CITY OF LAKEVILLE BY: ________________________ Luke M. Hellier, Mayor ATTEST: ________________________________ Ann Orlofsky, City Clerk Page 277 of 301 Planning Commission Meeting Minutes, December 18, 2025 Page 4 5c. City of Lakeville Chair Zimmer opened the public hearing to consider an amendment to the Zoning Ordinance provisions for outdoor storage related to major automobile repair uses in the I-1, Light Industrial District. Ms. Jenson presented the staff report. Staff has initiated an amendment to the provisions for outdoor storage related to major automobile repair uses in the I-1, Light Industrial District, which were approved by the City Council in January of this year. The proposed amendment is intended to clarify the setback and landscape requirements for the outdoor storage area. An application has been received from Caliber Collision for a conditional use permit for a major automotive repair use with outdoor storage in the I-1 District. Upon review of their proposed plans, two issues were raised in relation to the new ordinance language. The primary issue is the requirement that the outdoor storage area must meet the structure setbacks for the district, which could have an impact for businesses that want to locate the storage area behind the building, but don’t have room to do so because the building is at or close to the 30- foot rear setback line. Staff believe that the rear yard setback for the storage areas should be reduced to be 10 feet, which is consistent with the side yard setback. Reducing this setback requirement encourages the storage areas to be placed behind the building. The setback requirement would not be allowed to be reduced should the storage area be located in a yard that is adjacent to a residential zoned property; in that case the building setbacks will still apply. The other item is the requirement that the fenced storage area be landscaped with a greenbelt per Section 11-21-9 Required Screening and Landscaping. This section requires the greenbelt when commercial or industrial uses are adjacent to residential zoned property. Staff are not proposing to change that requirement, only to clarify within the I-1 language that the landscaping is required when adjacent to residential zoned property. Chair Zimmer opened the hearing to the public for comment. There was no public comment. Motion was made by Einck, seconded by Swaney to close the public hearing at 6:25 p.m. Voice vote was taken on the motion. Ayes – unanimous Chair Zimmer asked for comments from the Planning Commission. • There were no comments. Motion was made by Kaluza, seconded by Einck to recommend to City Council approval of the proposed ordinance amendments to Title 11 (Zoning) of the City Code for outdoor storage related to major automobile repair uses in the I-1, Light Industrial District. Ayes: Zimmer, Einck, Swaney, Swenson, Tinsley, Traffas, Kaluza Nays: 0 Page 278 of 301 1 City of Lakeville Community Development Memorandum To: Planning Commission From: Kris Jenson, Planning Manager Date: December 10, 2025 Subject: Packet Material for the December 18, 2025 Planning Commission Meeting Agenda Item: Zoning Ordinance Text Amendment; I-1 District INTRODUCTION The City has initiated an amendment to the Zoning Ordinance provisions for outdoor storage related to major automobile repair uses in the I-1, Light Industrial District. In January of this year, the City Council approved an ordinance amendment to allow outdoor storage as part of a major automotive repair use. The proposed amendment is intended to clarify the setback and landscape requirements for the outdoor storage area. EXHIBIT A. Draft ordinance A NALYSIS The ordinance amendment approved in January included performance standards for outdoor storage areas specifically for major automotive repair uses. The standards are as follows: a. The outdoor storage area shall not be located on the side of a site facing a Principal Arterial roadway, as classified in the Lakeville Transportation Plan. b. The storage area shall be enclosed by a solid privacy fence between 6 feet and 8 feet in height, meeting the requirements for fence materials and construction in Section 11-21-5. c. The fenced storage area shall be landscaped with a greenbelt as described in Section 11-21-9: Required Screening and Landscaping. d. The fenced storage area shall meet or exceed the required setbacks for structures. Page 279 of 301 2 e. The fenced storage area shall not occupy more than 20% of the lot area or 10,000 square feet, whichever is less. f. Individual vehicles shall not be stored on site longer than 30 days. For reference, the I-1 District has the following principal structure setback requirements: Front yards 40 feet Rear yards 30 feet or 50 feet on the yard abutting residential zoned property Side yards 10 feet on any 1 side, or 30 feet on the side yard abutting a street. Side yards abutting residential zoned property, not less than 50 feet on the side yard abutting the residential zoned property. An application has been received from Caliber Collision for a conditional use permit for a major automotive repair use with outdoor storage in the I-1 District. Upon review of their proposed plans, two issues were raised in relation to the new ordinance language. The primary issue is the requirement that the outdoor storage area ,must meet the structure setbacks for the district, which could have an impact for businesses that want to locate the storage area behind the building, but don’t have room to do so because the building is at or close to the 30 foot rear setback line. Staff believes that the rear yard setback for the storage areas should be reduced to be 10 feet, which is consistent with the side yard setback. Reducing this setback requirement encourages the storage areas to be placed behind the building. The setback requirement would not be allowed to be reduced should the storage area be located in a yard that is adjacent to a residential zoned property; in that case the building setbacks will still apply. The proposed change to the text is as follows: d. The fenced storage area shall meet or exceed the required setbacks for structures when abutting public right-of-way or residential zoned property. Otherwise the fenced storage area shall have a minimum rear yard setback of 10 feet. The other item is the requirement that the fenced storage area be landscaped with a greenbelt per Section 11-21-9 Required Screening and Landscaping. This section requires the greenbelt when commercial or industrial uses are adjacent to residential zoned property. Staff is not proposing to change that requirement, only to clarify within the I-1 language that the landscaping is required when adjacent to residential zoned property. The proposed change to the text is an follows: c. When adjacent to residential zoned property, the The fenced storage area shall be landscaped with a greenbelt as described in Section 11-21-9: Required Screening and Landscaping. RECOMMENDATION Community Development staff recommend approval of the ordinance amendment to Section 11-86-7 in the form presented. Page 280 of 301 Date: 1/5/2026 Caliber Collision Conditional Use Permit Proposed Action Staff recommends adoption of the following motion: Move to approve a conditional use permit to allow a major automobile repair use and adopt the findings of fact. Overview Caliber Collision has submitted an application for a conditional use permit to allow a major automobile repair use in the I-1, Light Industrial District. The use will be located in the Great Outdoor Room building at 9583 217th Street, in the southwest corner of 215th Street (CSAH 70) and Dodd Boulevard (CSAH 9). Caliber Collision is also proposing to have a fenced outdoor storage area located at the rear of the building. The Planning Commission held a public hearing on the CUP application at its December 18, 2025 meeting and unanimously recommended approval. There was no public comment. A stipulation requiring MPCA permits relating to industrial uses (to address potential issues from fluids leaking from vehicles) was added at the time of the Planning Commission; this was recommended by Environmental Resources staff and was agreed to by Caliber Collision’s representative at the Planning Commission meeting. Supporting Information 1. Conditional Use Permit + Findings of Fact 2. December 18, 2025 Planning Commission draft meeting minutes 3. Planning memo + exhibits Financial Impact: $0 Budgeted: No Source: Envision Lakeville Community Values: Diversified Economic Development Report Completed by: Kris Jenson, Planning Manager Page 281 of 301 1 (Reserved for Dakota County Recording Information) CITY OF LAKEVILLE DAKOTA COUNTY, MINNESOTA CONDITIONAL USE PERMIT NO. 26-__ 1. Permit. Subject to the terms and conditions set forth herein, the City of Lakeville hereby approves a Conditional Use Permit for Caliber Collision to allow major automobile repair in the I-1, Light Industrial District, located west of Dodd Boulevard (CSAH 9) and south of 215th Street (CSAH 70). 2. Property. The permit is for the following described property in the City of Lakeville, Dakota County, Minnesota: Lot 1, Block 1, Interstate South Logistics Park 3. Conditions. This conditional use permit is issued subject to the following conditions: a. The site shall be developed in accordance with the plans approved by the City Council. b. If an exterior trash enclosure is added to the site, the enclosure must comply with Section 11-18-11 of the Zoning Ordinance. c. All vehicle painting, emissions, and handling and disposing of flammable materials shall be conducted according to all federal, state, and local government requirements. d. All flammable materials, including liquids and rags, shall conform with the applicable provisions of the Minnesota Uniform Fire Code. e. Caliber Collision is required to obtain any permits from the Minnesota Pollution Control Agency and any other permits/approvals as may be identified during the building permit review process. f. The hours of operation shall be between seven o’clock (7:00) A.M. and eight o’clock (8:00) P.M. Page 282 of 301 2 g. Exterior storage is prohibited outside of the fenced storage area. h. Individual vehicles may not be stored on site for longer than 30 days. i. The developer shall maintain either a ‘No Exposure Certification’ or a valid Industrial Stormwater General Permit as issued by the MPCA. All outdoor storage must comply with the Best Management Practices (BMPs) outlined in MPCA guidance 4. Revocation. The City may revoke the conditional use permit for cause upon determination that the conditional use permit is not in conformance with the conditions of the permit or is in continued violation of the city code or other applicable regulations. 5. Expiration. This conditional use permit shall expire unless the applicant commences the authorized use within one year of the date of this conditional use permit unless an extension is approved by the Zoning Administrator. DATED: January 5, 2026 CITY OF LAKEVILLE BY: _____________________________ Luke M. Hellier, Mayor SEAL BY: _____________________________ Ann Orlofsky, City Clerk Page 283 of 301 3 STATE OF MINNESOTA ) ( COUNTY OF DAKOTA ) The foregoing instrument was acknowledged before me this 5th day of January 2026 by Luke M. Hellier, Mayor and by Ann Orlofsky, City Clerk of the City of Lakeville, a Minnesota municipal corporation, on behalf of the corporation. ____________________________ Notary Public DRAFTED BY: City of Lakeville 20195 Holyoke Avenue Lakeville, MN 55044 Page 284 of 301 1 CITY OF LAKEVILLE DAKOTA COUNTY, MINNESOTA CALIBER COLLISION CONDITIONAL USE PERMIT FINDINGS OF FACT AND DECISION On December 18, 2025 the Lakeville Planning Commission met at its regularly scheduled meeting to consider the application of Caliber Collision for a conditional use permit to allow a major automobile repair use in an existing building located at 9583 217th Street. The Planning Commission conducted a public hearing on the proposed conditional use permit preceded by published and mailed notice. The applicant was present and the Planning Commission heard testimony from all interested persons wishing to speak. The City Council hereby adopts the following: FINDINGS OF FACT 1. The property is zoned I-1, Light Industrial District. 2. The property is located in Planning District No. 6 and is classified as Warehouse/Light Industrial on the Comprehensive Land Use Plan. 3. The legal description of the property is: Lot 1, Block 1, Interstate South Logistics Park 4. Section 11-4-3E of the City of Lakeville Zoning Ordinance provides that a conditional use permit may not be issued unless certain criteria are satisfied. The criteria and our findings regarding them are: a) The proposed action has been considered in relation to the specific policies and provisions of and has been found to be consistent with the Official City Comprehensive Plan. Finding: The proposed major automobile repair use is a use consistent with the policies and provisions of Planning District 6 of the Comprehensive Land Use Plan. b) The proposed use is or will be compatible with future land uses of the area. Finding: The proposed major automobile repair use is compatible with existing land uses in the area. c) The proposed use conforms with all performance standards contained in the Zoning Ordinance and the City Code. Page 285 of 301 2 Finding: The major automobile repair use will conform with all performance standards set forth in the Zoning Ordinance given compliance with the approved conditional use permit amendment. d) The proposed use can be accommodated with existing public services and will not overburden the City’s service capacity. Finding: The proposed major automobile repair use will be served with existing public services and will not overburden service capacity. e) Traffic generation by the proposed use is within capabilities of streets serving the property. Finding: Traffic generation will not significantly increase due to the proposed major automobile repair use and can be accommodated by the adjacent public streets. 5. The planning report dated December 11, 2025 prepared by Kris Jenson, Planning Manager, is incorporated herein. DECISION The City Council approve the conditional use permit in the form attached hereto. DATED: January 5, 2026 CITY OF LAKEVILLE BY: ________________________ Luke M. Hellier, Mayor SEAL BY: ________________________ Ann Orlofsky, City Clerk Page 286 of 301 Planning Commission Meeting Minutes, December 18, 2025 Page 5 5d. Caliber Collision Chair Zimmer opened the public hearing to consider the application of Caliber Collision for a conditional use permit to allow a major automobile repair use within an existing building in the I- 1, Light Industrial District, located at 9583 217th Street. Joan Firnhaber of Cushamn & Wakefield introduced the project. Ms. Jenson presented the staff report. Caliber Collision is requesting a conditional use permit to allow major automobile repair in the I-1, Light Industrial District. The use is proposed to be located in the existing The Outdoor Greatroom Company building at 9583 217th Street, which is at the southwest corner of 215th Street (CSAH 70) and Dodd Boulevard (CSAH 9). Caliber collision would locate in the vacant tenant space at the west end of the building. The outdoor storage area is proposed to be located in a paved trailer parking area at the rear of the site. The fenced area is 9,975 square feet and will be surrounded by a six-foot-tall privacy fence. The area will be accessed on the north side, facing the building, with a manual sliding gate made of the same material as the fence. The enclosure will have 18 tandem spaces for a total of 36 parking spaces. The area will be used to secure vehicles that are awaiting repair or in process of repair as well as vehicle parts as needed. No other outdoor storage is permitted for the use. Ms. Jenson stated that the added stipulation addresses potential run-off of fluids leaking from damaged vehicles, given close proximity of the storage area to the adjacent stormwater pond. Chair Zimmer opened the hearing to the public for comment. There was no public comment. Motion was made by Swaney, seconded by Einck to close the public hearing at 6:31 p.m. Voice vote was taken on the motion. Ayes – unanimous Chair Zimmer asked for comments from the Planning Commission. • Commissioner Traffas asked if the trailer parking spaces were extra and using them won’t bring it below the minimum number of parking spaces required by the overall building. Ms. Jenson stated that when looking at parking for industrial facilities, only parking for passenger vehicles is considered, there isn’t a minimum number of trailer spaces required. • Chair Zimmer asked if the applicant is in agreement with the addition of stipulation 9. Ms. Firnhaber stated as good stewards to the environment they want to keep the waters clean and they are in agreement. Motion was made by Swenson, seconded by Tinsley to recommend to City Council approval of the conditional use permit to allow major automobile repair in the I-1, Light Industrial District subject to the following stipulations and the findings of fact. 1. The site shall be developed in accordance with the plans approved by the City Council. Page 287 of 301 Planning Commission Meeting Minutes, December 18, 2025 Page 6 2. If an exterior trash enclosure is added to the site, the enclosure must comply with Section 11- 18-11 of the Zoning Ordinance. 3. All vehicle painting, emissions, and handling and disposing of flammable materials shall be conducted according to all federal, state, and local government requirements. 4. All flammable materials, including liquids and rags, shall conform with the applicable provisions of the Minnesota Uniform Fire Code. 5. Caliber Collision is required to obtain any permits from the Minnesota Pollution Control Agency and any other permits/approvals as may be identified during the building permit review process. 6. The hours of operation shall be between seven o’clock (7:00) A.M. and eight o’clock (8:00) P.M. 7. Exterior storage is prohibited outside of the fenced storage area. 8. Individual vehicles may not be stored on site for longer than 30 days. 9. The developer shall maintain either a ‘No Exposure Certification’ or a valid Industrial Stormwater General Permit as issued by the MPCA. All outdoor storage must comply with the Best Management Practices (BMPs) outlined in MPCA guidance. Ayes: Einck, Swaney, Swenson, Tinsley, Traffas, Kaluza, Zimmer Nays: 0 5e. CA Commercial Development – Conditional Use Permit Chair Zimmer opened the public hearing to consider the application of CA Commercial Development for a conditional use permit for a convenience restaurant with a drive-through located in the Heritage Commons. Mark Wilhoite introduced the project. Ms. Botten presented the staff report. Representatives of CA Commercial Development have submitted an application for a conditional use permit for a convenience restaurant with a drive- through located in the Heritage Commons PUD. The property is currently platted as Outlot A, Heritage Commons 9th Addition, located north of 202nd Street (CSAH 50), south of Heritage Drive, and east of Idealic Avenue. The project includes a 4,750 square foot building designed for two convenience restaurant tenants, one of which would have a drive though service window. The property is 1.29 acres in size and is currently an outlot. Final plat approval is required before construction of the building can take place. The subject property is zoned PUD, Planned Unit Development, with the underlying zoning of C- 3, General Commercial District. Section 11-66-7.E of the Zoning Ordinance allows convenience restaurants with a drive-through service window by conditional use permit. Page 288 of 301 1 City of Lakeville Community Development Memorandum To: Planning Commission From: Kris Jenson, Planning Manager Date: December 11, 2025 Subject: Packet Material for the December 18, 2025 Planning Commission Meeting Agenda Item: Caliber Collision Conditional Use Permit Application Action Deadline: January 17, 2026 INTRODUCTION Joan Firnhaber of Cushman & Wakefield, on behalf of Caliber Collision, has submitted an application for a conditional use permit to allow major automobile repair in the I-1, Light Industrial District. The use is proposed to be located in the existing The Outdoor Greatroom Company building at 9583 217th Street, which is at the southwest corner of 215th Street (CSAH 70) and Dodd Boulevard (CSAH 9). EXHIBITS A. Location Map B. Zoning Map C. Cover Sheet D. Floor Plan E. Site Plan PLANNING A NALYSIS Existing Conditions: The site is developed with a 157,000+ square foot building that is currently occupied by The Outdoor Greatroom Company and Dalsin Industries. There is vacant tenant space at the west end of the building, where Caliber Collision is proposing to locate. Page 289 of 301 2 Surrounding Land Uses and Zoning North – 215th Street (CSAH 70), self storage buildings and undeveloped land (I-1) East – Dodd Boulevard (CSAH 9), FedEx (I-1) South – Schneiderman’s distribution center (I-1) West – Undeveloped land (I-1) Setbacks. Setback requirements in the I-1 District for principal structures are noted below: Yard Setback Front 40 feet Side 10 feet, 30 feet abutting ROW Rear 30 feet The existing building meets the I-1 District setback requirements. Outdoor Storage. The outdoor storage area is proposed to be located in a paved trailer parking area at the rear of the site. The fenced area is 9,975 square feet and will be surrounded by a six- foot-tall privacy fence. The area will be accessed on the north side, facing the building, with a manual sliding gate made of the same material as the fence. The enclosure will have 18 tandem spaces for a total of 36 parking spaces. The area will be used to secure vehicles that are awaiting repair or in process of repair as well as vehicle parts as needed. No other outdoor storage is permitted for the use. Ordinance Amendment. The additional requirements for outdoor storage as part of a major automobile repair use are proposed to be amended. The public hearing on these amendments will occur at the same Planning Commission meeting as this application. The language below includes the proposed additional language, indicated by a double underline. CONDITIONAL USE PERMIT Section 11-86-7 of the Zoning Ordinance allows major automobile repair in the I-1, Light Industrial District, subject to meeting the following seven criteria: 1. All building materials and construction including those of accessory structures must be in conformance with section 11-17-9 of this title. The existing building conforms to Section 11-17-9 for exterior materials. 2. Not less than twenty five percent (25%) of the lot, parcel or tract of land shall remain as landscaped green area according to the approved landscape plan. Staff has confirmed that the existing site has at least 25% of the site in green space. 3. The entire area other than occupied by buildings or structures or planting shall be surfaced with bituminous material or concrete which will control dust and drainage. The entire area Page 290 of 301 3 shall have a perimeter curb barrier, a stormwater drainage system and is subject to the approval of the City Engineer. All areas not covered by building or green space are surfaced with bituminous or concrete. 4. The hours of operation shall be between seven o’clock (7:00) A.M. and eight o’clock (8:00) P.M. Evening hours of operation shall be subject to the approval of the City Council. The proposed hours of operation shall be between seven o’clock (7:00) A.M. and eight o’clock (8:00) P.M 5. All painting must be conducted in an approved paint booth. All paint booths and all other activities of the operation shall thoroughly control the emission of fumes, dust or other particulate matter so that the use shall be in compliance with the State of Minnesota Pollution Control Standards, Minnesota Regulation APC 1-15, as amended. The paint booth proposed within the building is subject to compliance with the State of Minnesota Pollution Control Standards, Minnesota Regulation APC 1-15, as amended. 6. The emission of odor by a use shall be in compliance with and regulated by the State of Minnesota Pollution Control Standards, Minnesota Regulation APC 7011, as amended. Detailed mechanical drawings and certifications must be submitted to the Building Inspections Department and Fire Marshall and approved prior to the issuance of a building permit for the space. 7. All flammable materials, including liquids and rags, shall conform with the applicable provisions of the Minnesota Uniform Fire Code. This performance standard will be included as stipulation of the conditional use permit. There is driveway access around all three sides of the tenant space, which provides access for delivery and emergency vehicles. The Building Official confirmed that the building has a sprinkler system, and any additional fire suppression systems that are required will be reviewed in conjunction with the building permit. 8. Outside storage is prohibited, except as provided for below. The storage of damaged vehicles, vehicles being repaired and vehicle parts and accessory equipment must be completely inside a principal or accessory building, or enclosed and screened as follows: a. The outdoor storage area shall not be located on the side of a site facing a Principal Arterial roadway, as classified in the Lakeville Transportation Plan. The outdoor storage area is proposed to be located on the south side of the building and will not be located on the sides of the site facing a Principal Arterial roadway. b. The storage area shall be enclosed by a solid privacy fence between six (6) feet and eight (8) feet in height, meeting the requirements for fence materials and construction in Section 11-21-5. Page 291 of 301 4 Exhibit C provides information about the proposed fence, which is a six (6) foot tall privacy fence that meets the ordinance requirements of Section 11-21-5. c. When adjacent to residential zoned property, the fenced storage area shall be landscaped with a greenbelt as described in Section 11-21-9: Required Screening and Landscaping. Not applicable d. The fenced storage area shall meet or exceed the required setbacks for structures when abutting public right-of-way or residential zoned property. Otherwise, the fenced storage area shall have a minimum rear yard setback of 10 feet. The site plan indicates that the proposed outdoor storage area will be setback from the south property line 10 feet. e. The fenced storage area shall not occupy more than twenty percent (20%) of the lot area or ten thousand (10,000) square feet, whichever is less. The fenced storage area is proposed to be 9,975 square feet, just under the 10,000 square foot maximum allowed for this site. f. Individual vehicles shall not be stored on site longer than 30 days. This will be a stipulation of the conditional use permit. GENERAL P ERFORMANCE STANDARDS In addition to the criteria for major automobile repair listed above, Section 11-4-7 lists the following performance standards for conditional use permits: A. The use and the site in question shall be served by a street of sufficient capacity to accommodate the type and volume of traffic which would be generated and adequate right of way shall be provided. The site has access from 217th Street, which intersects with Dodd Boulevard, a principal arterial roadway in the City’s Transportation Plan, as well as has access to 215th Street (principal arterial) via Jacquard Avenue (major collector). These streets are of sufficient capacity to serve the site. B. The site design for access and parking shall minimize internal as well as external traffic conflicts and shall be in compliance with chapter 19 of the Zoning Ordinance. The existing driveway access is located at the southwest corner of the site and there is full access for vehicles around the entire building. C. If applicable, a pedestrian circulation system shall be clearly defined and appropriate provisions made to protect such areas from encroachment by parked or moving vehicles. Not applicable Page 292 of 301 5 D. Adequate off street parking and off street loading shall be provided in compliance with chapters 19 and 20 of the Zoning Ordinance. Section 11-19-13 of the Zoning Ordinance requires 93 spaces for this use, based on the size of the lease space minus 10%. At the time of building construction, it was determined that 200 parking spaces were required, based on a mix of office and warehouse uses. There are currently 165 spaces at the front of the building; the remaining 35 spaces were deferred and would be added to the rear of the building, per the site plan approved at the time of construction, as needed. The parking on site is more than sufficient for major automobile repair use and the two existing tenants. Loading spaces are provided at the rear of the building for each tenant. E. Loading areas and drive-up facilities shall be positioned so as to minimize internal site access problems and maneuvering conflicts, to avoid visual or noise impacts on any "adjacent" residential use or district, and provided in compliance with chapter 20 of this title. Not applicable F. Whenever a nonresidential use "is adjacent to" a residential use or district, a buffer area with screening and landscaping shall be provided in compliance with chapter 21 of this title. Not applicable G. General site screening and landscaping shall be provided in compliance with chapter 21 of this title. Not applicable H. All exterior lighting shall be so directed so as not to cast glare toward or onto the public right of way or neighboring residential uses or districts, and shall be in compliance with section 11-16- 17 of the Zoning Ordinance. Not applicable I. Potential exterior noise generated by the use shall be identified and mitigation measures as may be necessary shall be imposed to ensure compliance with section 11-16-25 of the Zoning Ordinance. All work to be performed will be done indoors, so exterior noise is not anticipated to be an issue, but the use will comply with Section 11-16-25 of the Zoning Ordinance, which states that any noise emanating from a use must be in compliance with MPCA requirements. J. The site drainage system shall be subject to the review and approval of the city engineer. Not applicable K. The architectural appearance and functional design of the building and site shall not be so dissimilar to the existing or potential buildings and area so as to cause a blighting influence. All Page 293 of 301 6 sides of the principal and accessory structures are to have essentially the same or coordinated, harmonious exterior finish materials and treatment. Not applicable L. Provisions shall be made for daily litter control, an interior location for recycling, and trash handling and storage or an outdoor, enclosed receptacle area shall be provided in compliance with section 11-18-11 of the Zoning Ordinance. An exterior trash enclosure is not indicated on the plans. If located outside of the principal structure, the enclosure must comply with Section 11-18-11 of the Zoning Ordinance. M. All signs and informational or visual communication devices shall be in compliance with chapter 23 of the Zoning Ordinance. All signs must meet Zoning Ordinance requirements and sign permits must be issued by the City prior to the installation of any signs N. The use and site shall be in compliance with any federal, state or county law or regulation that is applicable and any related permits shall be obtained and documented to the city. Caliber Collision is required to obtain any permits from the Minnesota Pollution Control Agency and any other permits/approvals as may be identified during the building permit review process. O. Any applicable business licenses mandated by this code are approved and obtained. Not applicable. P. The hours of operation may be restricted when there is judged to be an incompatibility with a residential use or district. Addressed earlier in this report. Q. The use complies with all applicable performance standards of the zoning district in which it is located and where applicable, any nonconformities shall be eliminated. Not applicable. R. All additional conditions pertaining to a specific site are subject to change when the council, upon investigation in relation to a formal request, finds that the general welfare and public betterment can be served as well or better by modifying or expanding the conditions set forth herein. Not applicable. Page 294 of 301 7 RECOMMENDATION Community Development staff finds the proposed major automobile repair use to be consistent with the requirements of the Zoning Ordinance for a conditional use permit and recommends approval subject to the following conditions: 1. The site shall be developed in accordance with the plans approved by the City Council. 2. If an exterior trash enclosure is added to the site, the enclosure must comply with Section 11- 18-11 of the Zoning Ordinance. 3. All vehicle painting, emissions, and handling and disposing of flammable materials shall be conducted according to all federal, state, and local government requirements. 4. All flammable materials, including liquids and rags, shall conform with the applicable provisions of the Minnesota Uniform Fire Code 5. Caliber Collision is required to obtain any permits from the Minnesota Pollution Control Agency and any other permits/approvals as may be identified during the building permit review process. 6. The hours of operation shall be between seven o’clock (7:00) A.M. and eight o’clock (8:00) P.M 7. Exterior storage is prohibited outside of the fenced storage area. 8. Individual vehicles may not be stored on site for longer than 30 days. Findings of fact are attached for consideration. Page 295 of 301 Dakota County, Microsoft, Vantor City of Lakeville Location Map Caliber Collision CUPDODD BLVD (CSAH 9)Subject Property ± 215TH ST (CSAH 70) 217TH ST 217TH ST 214TH ST EXHIBIT A Page 296 of 301 P/OS I-1 I-1 I-1 P/OS RM-1 RS-2 P/OS I-1 City of Lakeville Zoning Map Caliber Collision CUPDODD BLVD (CSAH 9)Subject Property ± 215TH ST (CSAH 70) 217TH ST 217TH ST 214TH ST EXHIBIT B Page 297 of 301 100T F D F . W . F . W . V e n t s S t u b E l e c t .P a n e l C o n d u i t s C. O .D e c k = 3 0 . 8 6 'Jo i s t = 2 7 . 2 0 'B e a m = 2 9 . 2 9 ' E X I TEXITEXITE CALIBER COLLISION 9875 217th STREET WEST - LAKEVILLE, MN 55044 GENERAL PROJECT NOTES: A. FIELD VERIFY EXISTING CONDITIONS & DIMENSIONS. B. ALL WORK TO CONFORM TO STATE & LOCAL CODES. C. ALL WORK TO BE PERFORMED TO PREVAILING AND CURRENT INDUSTRY STANDARDS. D. NO SUBSTITUTIONS WITHOUT TENANT AND LANDLORD REPRESENTATIVES APPROVAL. E. BEFORE STARTING ANY OPERATION, EACH CONTRACTOR SHALL EXAMINE WORK PERFORMED BY OTHERS TO WHICH THEIR WORK ADJOINS OR IS APPLIED, AND REPORT TO THE GENERAL CONTRACTOR ANY CONDITIONS THAT WILL PREVENT SATISFACTORY ACCOMPLISHMENT OF HIS OR HER CONTRACT. F. THE CONTRACTOR SHALL GIVE TO THE PROPER AUTHORITIES ALL NOTICES AS REQUIRED BY LAW AND OBTAIN ALL OFFICIAL BUILDING PERMITS. G. CLEAN UP - UPON COMPLETION OF THE WORK, THE SPACE SHALL BE MADE NEAT, AND DELIVERED CLEAN, WHOLE, TIGHT AND FIT FOR IMMEDIATE OCCUPANCY. EACH INDIVIDUAL CONTRACTOR IS RESPONSIBLE AFTER THEIR WORK COMPLETION FOR CLEAN UP. H. ALL ROOF PENETRATIONS AND REPAIRS TO BE COORDINATED WITH THE LANDLORD'S REQUIRED ROOFING CONTRACTOR TO MAINTAIN ROOF WARRANTY: MEYERS & JACKSON ROOFING PH. 763-428-8883 PROJECT SCOPE: DESIGN-BUILD SYSTEMS NOTES: A. MECHANICAL, ELECTRICAL, LIGHTING, FIRE PROTECTION, AND FIRE ALARM SYSTEMS ARE TO BE PROVIDED AS A 'DESIGN-BUILD' CONTRACT / SERVICE. B. EACH DESIGN-BUILD CONTRACTOR IS RESPONSIBLE FOR DESIGNING A COMPLETE AND THOROUGH SYSTEM FOR THE PROJECT, IN ACCORDANCE WITH ALL APPLICABLE CODES AND INDUSTRY STANDARDS. C. NOTES AND ITEMS SHOWN IN THESE DRAWINGS ARE INTENDED TO BE CONCEPTUAL ILLUSTRATIONS OF KNOWN BUILDING COMPONENTS, DESIGN INTENT, AND PROJECT REQUIREMENTS. THESE DRAWINGS ARE NOT TO BE INTERPRETED AS DETAILED OR 'FINAL' DECLARATIONS OF SCOPE OR PROJECT DESIGN FOR DESIGN-BUILD CONTRACTORS. D. ALL CONSTRUCTION WORK AFFECTING RATED WALLS, PARTITIONS, FLOORS, OR OTHER ASSEMBLIES - TO BE PROPERLY SEALED AND FIRE-CAULKED - AS REQUIRED FOR APPLICABLE CODES & AUTHORITIES E. NOTIFY THE GENERAL CONTRACTOR OF ANY ANTICIPATED ROOFTOP OR OUTDOOR EQUIPMENT - AND ROOF OR WALL PENETRATIONS - THAT WILL BE REQUIRED FOR THIS PROJECT. F. COORDINATE ANY WORK AFFECTING THE BUILDING CONSTRUCTION, STRUCTURE, OR ENVELOPE WITH THE GENERAL CONTRACTOR. G. NOTIFY THE GENERAL CONTRACTOR OF ANY WORK REQUIRING MINOR DEMOLITION; CUTTING & PATCHING; CONCRETE PADS; ROOF CURBS; STRUCTURAL SUPPORT; OR ANY PATCHING, TRIM, FLASHING, SEALANTS, ETC. HVAC GENERAL NOTES: A. ALL HVAC WORK TO BE PERFORMED BY A LICENSED MECHANICAL CONTRACTOR AND IN COMPLIANCE WITH MN STATE BUILDING CODE, MN STATE ENERGY CODE, AND OTHER APPLICABLE CODES OR GOVERNING AUTHORITIES. B. MECHANICAL CONTRACTOR TO PROVIDE FULL DESIGN; AND SUPPLY & INSTALL FOR ALL HVAC WORK REQUIRED IN PROJECT AREA(S). C. MECHANICAL CONTRACTOR TO PROVIDE ANY AND ALL DRAWINGS AND CALCULATIONS AS REQUIRED BY STATE AND LOCAL CODES FOR PROPER INSTALLATION. D. MECHANICAL CONTRACTOR TO REVIEW ALL HVAC DIFFUSERS, ZONES, AND THERMOSTAT CONTROLS WITH TENANT AND RE- BALANCE SYSTEM AT COMPLETION OF PROJECT. THE WORK OF SELECTED DESIGN-BUILD CONTRACTOR(S) SHALL INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING: 1. COORDINATE PROJECT REQUIREMENTS, DESIGN FEATURES, OPTIONS, PRICE MODIFICATIONS, AND SYSTEM DETAILS - WITH THE TENANT, ARCHITECT AND GENERAL CONTRACTOR. 2. VISIT THE BUILDING / SITE AND BECOME FAMILIAR WITH EXISTING CONSTRUCTION AND SYSTEMS. 3. PROVIDE DOCUMENTATION OF EXISTING SYSTEMS AND COMPONENTS, IF NECESSARY FOR DESIGNING PROPOSED WORK & PROJECT DETAILS 4. PROVIDE SHOP DRAWINGS AND/OR SUBMITTALS, FOR TENANT, LANDLORD, AND ARCHITECT REVIEW / APPROVAL; CLEARLY INDICATING SYSTEM COMPONENTS & FEATURES, EQUIPMENT SELECTIONS, COLOR OR DESIGN OPTIONS, ETC. 5. NOTIFY TENANT IN ADVANCE OF REQUIRED DECISIONS OR SELECTIONS THAT AFFECT TIMELY PROCUREMENT OR INSTALLATION, TO AVOID DELAYS OR RE-WORK. 6. PRODUCE DRAWINGS, REPORTS, SPECIFICATIONS AND OTHER INFORMATION AS REQUIRED FOR IMPLEMENTATION OF THE WORK, AND FOR OBTAINING NECESSARY PERMITS AND INSPECTIONS. 7. WHERE NECESSARY, THE DESIGN-BUILD CONTRACTOR SHALL PROVIDE DOCUMENTS / DRAWINGS THAT ARE CERTIFIED BY A QUALIFIED ENGINEER LICENSED IN THE STATE OF MN. 8. EACH DESIGN-BUILD CONTRACTOR IS REQUIRED TO OBTAIN ALL PERMITS AS REQUIRED BY AUTHORITIES HAVING JURISDICTION OVER THE PROJECT. 9. PROVIDE RECOMMENDATIONS OR OPTIONS FOR VALUE ENGINEERING OR COST BENEFIT TO THE TENANT - AND REVIEW POTENTIAL COST SAVING MEASURES WITH THE GENERAL CONTRACTOR, TENANT AND ARCHITECT. ELECTRICAL / LIGHTING NOTES: A. ELECTRICAL CONTRACTOR TO PROVIDE ANY AND ALL DRAWINGS AND CALCULATIONS AS REQUIRED BY STATE OR LOCAL AUTHORITIES, FOR PROPER INSTALLATION. B. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL LIGHTING / LOAD CALCULATIONS, AND DESIGN OF LIGHTING FIXTURES AND CONTROLS TO COMPLY WITH APPLICABLE BUILDING AND ENERGY CODES. C. PROVIDE ENERGY & POWER CALCULATIONS, REPORTS, AND SUPPORTING INFO AS NEEDED, OR AS REQUIRED BY GOVERNING AUTHORITIES. D. PROVIDE LIGHT FIXTURE PRODUCT SUBMITTAL PACKAGE FOR REVIEW & APPROVAL. INCLUDE DETAILED INFORMATION ON ALL PROPOSED FIXTURE TYPES, LAMPS, ENERGY USE, MOUNTING OPTIONS, SWITCHING, CONTROLS, COLOR OPTIONS, ETC. E. COORDINATE ENERGY SYSTEM PATHWAYS WITH THE GENERAL CONTRACTOR, MECHANICAL CONTRACTOR, AND ARCHITECT - AS NECESSARY, TO ENSURE ALL DISCIPLINES ARE USING SAME PATHWAYS, AND UNDERSTAND ASSOCIATED REQUIREMENTS. F. QUANTITIES AND ARRANGEMENT OF LIGHT FIXTURES SHOWN ON RCP DRAWINGS INDICATE INTENT. ADJUST QUANTITIES AND LAYOUT OF FIXTURES AS REQUIRED TO MEET (IES) ILLUMINATION STANDARDS, AND APPLICABLE ENERGY CODES. G. PROVIDE NEW SWITCHING AND/OR MOTION SENSOR CONTROLS FOR ALL OCCUPIED ROOMS & SPACES. VERIFY LIGHTING CONTROL TYPES, FEATURES AND LOCATIONS WITH THE TENANT. H. PROVIDE AND INSTALL ALL REQUIRED EMERGENCY EXIT SIGNS AND LIGHTS, PER APPLICABLE CODES. QUANTITIES AND LOCATIONS ARE TO BE COORDINATED WITH CITY BUILDING CODE AND FIRE DEPT. AUTHORITIES. I. WHERE DATA / COMMUNICATIONS DEVICES OR CONNECTIONS ARE INDICATED - PROVIDE RECESSED BOXES WITH BLANK PLATES, AND CONDUITS STUBBED TO ABOVE-CEILING AREAS. J. FOR ELECTRICAL POWER, PROVIDE NEW OR RELOCATED PANELS AS REQUIRED BASED ON PROPOSED PLANS. REVIEW ALL PANEL LOCATIONS WITH THE ARCHITECT AND/OR TENANT PRIOR TO INSTALLATION K. PROVIDE GFCI OUTLETS WHERE REQUIRED BY CODE. L. COORDINATE POWER REQUIREMENTS AND CONNECTIONS FOR FIXTURES OR EQUIPMENT TO BE PROVIDED AND INSTALLED BY OTHER TRADES OR DESIGN-BUILD CONTRACTORS. 1. INTERIOR BUILD-OUT OF A VACANT SUITE FOR CALIBER COLLISION, INCLUDING AUTO BODY REPAIR AREA, CUSTOMER RECEPTION, SUPPORT AREAS, ADA RESTROOMS, PAINT BOOTH, DETAIL BAY, VEHICLE LIFT, AND FRAME RACK. WORK ALSO INCLUDES MECHANICAL, ELECTRICAL, AND PLUMBING MODIFICATIONS, ALONG WITH SECURED OUTDOOR FENCED PARKING AREAS FOR CUSTOMER VEHICLES. DEFERRED SUBMITTALS: THE FOLLOWING TRADES / SCOPES OF WORK ARE TO PROVIDE DRAWINGS AND CALCULATIONS AS NECESSARY, FOR REVIEW AND APPROVAL BY PROJECT AUTHORITIES, IN ACCORDANCE WITHIN MN STATE BUILDING CODE: A. MECHANICAL / HVAC SYSTEMS B. PLUMBING SYSTEMS C. ELECTRICAL / LIGHTING SYSTEMS D. AUTOMATIC FIRE SPRINKLER SYSTEM NOTES: 1. REFERENCE THE 2020 MN STATE BUILDING CODE, SECTION 1300.0130, SUBPART 9B. 2. DEFERRED SUBMITTALS ARE TO BE PREPARED AND CERTIFIED BY A MN LICENSED ENGINEER, OR OTHER DESIGN PROFESSIONAL AUTHORIZED TO PERFORM SUCH WORK. 3. SUBMITTALS SHALL BE DELIVERED TO THE LICENSED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE (ARCHITECT) OF THE PROJECT FOR REVIEW. 4. THE ARCHITECT WILL REVIEW SUBMITTALS, AND FORWARD THEM TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED, AND HAVE BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE PROJECT OR BUILDING. FIRE SPRINKLER SYSTEM NOTES: A. THROUGHOUT ALL PROJECT AREAS: CONTRACTOR TO MODIFY SPRINKLER HEAD LOCATIONS, OR ADD NEW HEADS -- AS REQUIRED TO PROVIDE COVERAGE FOR ALL SPACES IN COMPLIANCE WITH MN STATE BUILDING CODE, AND OTHER APPLICABLE CODES OR GOVERNING AUTHORITIES. B. THE SPRINKLER CONTRACTOR SHALL ADJUST, REPAIR OR REPLACE SPRINKLER SYSTEM HEADS, PIPING, CONTROLS, VALVES, AND OTHER COMPONENTS AS REQUIRED DUE TO DEMOLITION OR NEW CONSTRUCTION. C. ALL FIRE PROTECTION WORK SHALL BE PERFORMED BY A LICENSED CONTRACTOR AND SHALL CONFORM TO ALL STATE AND LOCAL CODES. D. THE FIRE PROTECTION CONTRACTOR SHALL PROVIDE ANY AND ALL DRAWINGS AND CALCULATIONS AS REQUIRED BY STATE AND LOCAL CODES FOR PROPER INSTALLATION. E. THE SPRINKLER / FIRE PROTECTION CONTRACTOR IS TO VISIT THE SITE AND BECOME FAMILIAR WITH EXISTING SYSTEM LAYOUT & COVERAGE, INFRASTRUCTURE, ETC. FRAMEWORK ARCHITECTS, P.A. 10125 CROSSTOWN CIRCLE, SUITE 225 EDEN PRAIRIE, MN 55344 PH: 612-220-3435 CONTACT: DOUGLAS FEICKERT EMAIL: dfeickert@frameworkarch.com PH: 952-994-2918 CONTACT: AARON VORASANE EMAIL: aaron@frameworkarch.com PROJECT DIRECTORY TENANT ARCHITECT CALIBER COLLISION 9875 217th STREET WEST LAKEVILLE, MN 55044 PH: 952-837-8510 CONTACT: JOANIE FIRNHABER EMAIL: joan.firnhaber@cushwake.com PH: 512-298-8165 CONTACT: ANDY JONES EMAIL: andrew.jones@calibercollision.com GENERAL CONTRACTOR CRAWFORD MERZ 33 S. 6TH STREET, SUITE 4510 MINNEAPOLIS, MN 55402 PH: 612-386-9277 CONTACT: CHRIS LOBERG EMAIL: chrisl@crawfordmerz.com INNOVATIVE STRUCTURAL SOLUTIONS 5279 KYLER AVENUE NE ALBERTVILLE, MN 55301 PH: 763-587-3214 CONTACT: MICHAEL J. VAN DE RIET, P.E. EMAIL: mvanderiet@isseng.com STRUCTURAL PROJECT SITE NO SCALE 215TH STREET W.DODD BLVD.217TH STREET W.JACQUARD AVE.NO SCALE PROJECT LOCATION PROJECT NO: DRAWN BY: CHECKED BY: C E R T I F I C A T I O N : S H E E T T I T L E : S H E E T N U M B E R : I S S U E T I T L E / D A T E P R E L I M I N A R Y N o t F o r C o n s t r u c t i o n 10125 CROSSTOWN CIRCLE - SUITE 225 EDEN PRAIRIE, MN 55344 PH. 612.220.3435 © 2025 FRAMEWORK ARCHITECTS, P.A., A-1 25-115 AJV DTF 9875 217th STREET WEST LAKEVILLE, MN 55044 SHEET INDEX, PROJECT TEAM, KEY PLAN, SITE LOCATION DIAGRAM CALIBER COLLISION 1 0 /1 0 /2 0 2 5 ARCHITECTURAL SHEET NUMBER SHEET NAME A-1 SHEET INDEX, PROJECT TEAM, KEY PLAN, SITE LOCATION DIAGRAM A-2 ACCESSIBILTY DIAGRAMS A-3 CODE EGRESS PLAN A-4 OVERALL SITE PLAN A-5 FLOOR PLAN A-6 ENLARGED FLOOR PLAN & RCP A-7 REFLECTED CEILING PLAN A-8 STRIPING PLAN A-9 DOOR, FRAME SCHEDULE, ROOM FINISH SCHEDULE AND FINISH PLAN A-10 FIXTURE PLAN AND RESPONSIBILITY MATRIX A-11 WALL PARTITION TYPES A-12 INTERIOR ELEVATIONS A-13 CASEWORK DETAILS DRAWING / SHEET INDEX: SYMBOLS KEY: INCLUDED IN CURRENT ISSUE INCLUDED IN PRIOR ISSUE DELETED FROM PROJECT OCTOBER 10, 2025CLIENT REVIEWD PROJECT LOCATION MAP:BUILDING KEY PLAN: CLIENT REVIEW 10/10/2025 STRUCTURAL SHEET NUMBER SHEET NAME EXHIBIT C Page 298 of 301 EBUILDING CODE ANALYSIS / NOTES: • 2020 MN CONSERVATION CODE FOR EXISTING BUILDINGS • 2020 MN STATE BUILDING CODE • 2020 MN STATE FIRE CODE • 2020 MN MECHANICAL & FUEL GAS CODE / CH. 1346 • 2020 MN STATE PLUMBING CODE • 2020 MN STATE ACCESSIBILITY CODE / CH. 1341 • 2024 MN ENERGY CODE WITH ANSI / ASHRAE / IES STANDARD 90.1 - 2019 VERSION, WITH MN AMENDMENTS • 2016 NFPA 13: INSTALLATION OF FIRE SPRINKLER SYSTEMS • 2016 NFPA 72: NATIONAL FIRE ALARM CODE • 2023 NATIONAL ELECTRICAL CODE, CH. 1315 REFERENCED / APPLICABLE CODES: BUILDING OCCUPANCY AND MIXED USE / SEPARATIONS: AN AUTOMATIC FIRE SPRINKLER SYSTEM, IN ACCORDANCE WITH SECTION 903.3.1.1, WILL BE PROVIDED THROUGHOUT THE TENANT SPACE. THE BUILDING AND TENANT SPACE HAS AN AUTOMATIC FIRE SPRINKLER SYSTEM. THROUGHOUT PROJECT AREA - SPRINKLER HEADS AND PIPING WILL BE ADDED, RELOCATED, OR UPGRADED AS REQUIRED FOR THE NEW LAYOUT AND OCCUPANCY CLASSIFICATION(S). AUTOMATIC FIRE SPRINKLER SYSTEM: GROSS FLOOR AREA (PER SECTION 202): FIRST FLOOR 20,569 SF BUILDING AREA CALCULATIONS (TENANT SPACE ONLY): OCCUPANT LOAD AND EXITING: TOTAL BUILDING OCCUPANT LOAD: (SEE PLAN & TABLE THIS SHEET) NUMBER OF EXITS REQUIRED (PER SECTION 1006.3.2, TABLE 1006.3.2): 2 EXITS REQUIRED FOR TENANT SPACE (TOTAL OCCUPANT LOAD 1-500) 1 EXIT REQUIRED FOR ALL OTHER ROOMS / SPACES IN TENANT SPACE NUMBER OF EXITS PROVIDED: 3 EXIT WIDTH REQUIRED: FIRST FLOOR: 114 OCC. x 0.2 INCHES = 22.80" EXIT WIDTH REQ'D. EXIT WIDTH PROVIDED: FIRST FLOOR: 3 DOORS AT 33" = 99" PROVIDED EXIT ACCESS TRAVEL DISTANCE: - GROUP B, WITH SPRINKLER SYSTEM = 300' - GROUP S-1, WITH SPRINKLER SYSTEM = 250' COMMON PATH OF EGRESS TRAVEL: - GROUP B, WITH SPRINKLER SYSTEM = 100' - GROUP S-1, WITH SPRINKLER SYSTEM = 100' MAXIMUM LENGTH OF DEAD-END CORRIDOR: - FULLY SPRINKLERED BLDG. = 50'-0" MAX. EGRESS LIMITATIONS: TYPE II-B (NON-COMBUSTIBLE, NON-RATED). TABLE 601: FIRE-RESISTANCE RATING REQUIREMENTS: TYPE II-B · STRUCTURAL FRAME:0 (NO RATING) · EXTERIOR BEARING WALLS: 0 (NO RATING) · INTERIOR BEARING WALLS: 0 (NO RATING) · EXTERIOR NON-BEARING WALLS: NO RATING REQUIRED, WHERE GREATER THAN 10' FIRE SEPARATION DISTANCE, PER TABLE 602, FOR TYPE II-B CONSTRUCTION AND GROUP B OCCUPANCY. · INTERIOR NON-BEARING WALLS: 0 (NO RATING) · FLOOR CONSTRUCTION: 0 (NO RATING) · ROOF CONSTRUCTION: 0 (NO RATING) CONSTRUCTION TYPE: EXISTING BUILDING IS A ONE-STORY BUILDING, FULLY SPRINKLERED BUILDING. PRIMARY OCCUPANCY IN PROJECT AREA: - PER SECTION 311.2: MODERATE-HAZARD STORAGE, GROUP S-1 (MOTOR VEHICLE REPAIR GARAGE) ACCESSORY OCCUPANCIES: A-3 - (BREAK ROOM, GROUP A-3) BUT CONSIDERED AN ACCESSORY USE, LESS THAN 10% OF BUILDING FLOOR AREA) B - (BUSINESS, GROUP B) BUT CONSIDERED AN ACCESSORY USE, LESS THAN 10% OF BUILDING FLOOR AREA) REQUIRED PLUMBING FIXTURES: (PER TABLE 2902.1) MEN'S TOILET .79 (1).95 (1) .68 (1) TOILETS & URINAL FIXTURES LAVATORY FIXTURES 1REQUIRED FIXTURES .68 (1) 41 CLASSIFICATION NO. OF OCCUPANTS ASSEMBLY (GROUP A-3) BUSINESS (GROUP B) .16 .32 .10 .10 .082 7 .14 .14 .09 .09 .07 --- .22 (1) WOMEN'S TOILET 1PROVIDED FIXTURES (1) HI-LO DF MEN'S LAVS. WOMEN'S LAVS. DRINKING FOUNTAIN SERVICE SINK --- 3 WC 1 URINAL 1 2 1 --- STORAGE (GROUP S-1)66 .33 .33 .33 .33 .06 --- TOTAL 114 CODE SYMBOLS LEGEND EXIT TRAVEL DISTANCE EXIT DOOR DESIGNATION EXIT SIGN w/ EMERGENCY LIGHT 5'-0" DIA TURNING RADIUS 30" x 48" CLEAR AREA 60" x 78" CLEAR AREA (WATER CLOSET) EXIT OCCUPANT LOAD LEGEND ASSEMBLY (CONCENTRATED - CHAIRS ONLY - NOT FIXED) ASSEMBLY (UNCONCENTRATED - TABLES AND CHAIRS) BUSINESS AREAS MOTOR VEHICLE REPAIR GARAGE STORAGE 36" DOOR OPENING: • 33" EXIT WIDTH • .20 INCHES PER PERSON • 165 OCC. EXIT CAPACITY A B C D E 1 2 3 36" DOOR OPENING: • 33" EXIT WIDTH • .20 INCHES PER PERSON • 165 OCC. EXIT CAPACITY 36" DOOR OPENING: • 33" EXIT WIDTH • .20 INCHES PER PERSON • 165 OCC. EXIT CAPACITY 100 LOBBY 101 OFFICE 103 WOMEN'S RR 104 MEN'S RR 106 BULLPEN 107 IT 108 BREAK ROOM 109 CLOSET 110 MEN'S RR 105 HALL 102 HALL 111 REPAIR SHOP BREAK ROOM: 174 S.F. / 15 = 14 OCCUPANTS, 1 EXIT REQUIRED EXIT TRAVEL DISTANCE = 70'-8" EXIT TRAVEL DISTANCE = 139'-0"EXIT TRAVEL DISTANCE = 127'-7"EXITEXIT EXITLONGEST DIAGONAL DISTANCE: 230'-3" EXIT SEPARATION DISTANCE: 137'-4" LOBBY: 181 S.F. / 7 = 26 OCCUPANTS, 1 EXIT REQUIREDEXIT TRAVEL DISTANCE = 103' - 1" HAZARDOUS MATERIALS SUMMARY (PHYSICAL HAZARDS): FLAMMABLE GAS CATEGORY MATERIAL STORED CYLINDER VOLUME (CF) NUMBER OF CYLINDERS TOTAL VOLUME (CF) ACETYLENE 125 CUBIC FT.2 250 CUBIC FT. OXIDIZING GAS OXYGEN 125 CUBIC FT.2 250 CUBIC FT. INERT GAS ARGON / CO2 125 CUBIC FT.2 250 CUBIC FT. INERT GAS NITROGEN 125 CUBIC FT.2 250 CUBIC FT. NOTES: • ALLOWABLE QTY. PER CONTROL AREA, PER 2020 MINNESOTA STATE BUILDING CODE (2018 IBC) AND 2020 MINNESOTA STATE FIRE CODE (2018 IFC), TABLE 5003.1.1(1): • FLAMMABLE GAS (ACETYLENE): STORAGE MAQ LISTED AS “NA.” FOR DESIGN PURPOSES, A CONSERVATIVE VALUE OF 200 CF PER CONTROL AREA (HISTORICAL IBC TABLE 307.1(1)) IS USED. THIS MAY BE INTERPRETED BY AHJ AS UP TO 1,000 CF FOR USE-CLOSED SYSTEMS. INCREASES ALLOWED: ×2 WITH SPRINKLERS, ×3 WITH SPRINKLERS + GAS DETECTION. • OXIDIZER GAS (OXYGEN): 1,500 CF (INCREASED TO 3,000 CF WITH SPRINKLERS). • INERT GAS (ARGON, CO₂, NITROGEN): NOT LIMITED. PROJECT NO: DRAWN BY: CHECKED BY: C E R T I F I C A T I O N : S H E E T T I T L E : S H E E T N U M B E R : I S S U E T I T L E / D A T E P R E L I M I N A R Y N o t F o r C o n s t r u c t i o n 10125 CROSSTOWN CIRCLE - SUITE 225 EDEN PRAIRIE, MN 55344 PH. 612.220.3435 © 2025 FRAMEWORK ARCHITECTS, P.A., A-3 25-115 AJV DTF 9875 217th STREET WEST LAKEVILLE, MN 55044 CODE EGRESS PLAN CALIBER COLLISION 1 0 /1 0 /2 0 2 5 OCCUPANT LOAD CALCULATION FUNCTION OF SPACE (TABLE 1004.5)AREA OCCUPANT LOAD FACTOR OCCUPANTS ASSEMBLY (CONCENTRATED - CHAIRS ONLY - NOT FIXED) 181 SF 7 26 ASSEMBLY (UNCONCENTRATED - TABLES AND CHAIRS) 217 SF 15 15 BUSINESS AREAS 1020 SF 150 7 MOTOR VEHICLE REPAIR GARAGE 19071 SF 300 64 STORAGE 79 SF 300 2 20569 SF 114 SCALE: 1/8" = 1'-0"A-3 1 CODE EGRESS PLAN PLAN NORTH TRUE NORTH TRUE NORTH CLIENT REVIEW 10/10/2025 EXHIBIT D Page 299 of 301 - E 87 78 25 14 9 A-4 2 CALIBER COLISION SPACE 1 3 TYP 3 TYP OUTDOOR STORAGE ENCLOSURE = 9,975 SF 1 1 1 1 EXISTING CURB LINE EXISTING CURB LINE 1 36 TOTAL PARKING STALLS 2 1 2 1 2 1 2 1 60' - 0"20' - 11 1/2"19' - 0"19' - 0"9' - 0" 166' - 3" 16' - 11"32' - 0"68' - 5"32' - 0"16' - 11"SEBTACK10' - 0"FROM PROPERTY LINE TO FENCE6' - 0"TOP RAIL 2"BOTTOM RAIL SOLID VINYL PRIVACY PANELS WITH POSTS AND RAILS TO MATCH FENCE6' - 0" HEIGHTSOLID VINYL PRIVACY PANELS WITH POSTS AND RAILS 6"x6" SQ. POST PROJECT NO: DRAWN BY: CHECKED BY: C E R T I F I C A T I O N : S H E E T T I T L E : S H E E T N U M B E R : I S S U E T I T L E / D A T E P R E L I M I N A R Y N o t F o r C o n s t r u c t i o n 10125 CROSSTOWN CIRCLE - SUITE 225 EDEN PRAIRIE, MN 55344 PH. 612.220.3435 © 2025 FRAMEWORK ARCHITECTS, P.A., 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 ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. DOUGLAS T. FEICKERT MN Registration No. 43028 Date: November 03, 2025 A-4 25-115 AJV DTF 9875 217th STREET WEST LAKEVILLE, MN 55044 OVERALL SITE PLAN CALIBER COLLISION 1 2 /1 1 /2 0 2 5 SCALE: 1" = 50'-0"A-4 1 OVERALL SITE PLAN TRUE NORTH TRUE NORTH SCALE: 1/8" = 1'-0"A-4 2 ENLARGED SITE PLAN - OUTDOOR STORAGE AREA TRUE NORTH TRUE NORTH SITE PLAN KEYNOTES 1 6'-0" HIGH SOLID VINYL PRIVACY FENCE WITH POSTS AND TOP RAIL 2 16'-0" WIDE MANUAL SLIDE PVC GATE 3 PAINT 4" WIDE, WHITE STRIPE SCALE: 1/2" = 1'-0"A-4 4 SOLID VINYL PRIVACY FENCE SCALE: 1/4" = 1'-0"A-4 3 MANUAL SLIDING GATE CLIENT REVIEW 10/10/2025 PERMIT SET 11/03/2025 EXHIBIT E Page 300 of 301 Date: 1/5/2026 Appointment of the Acting Mayor for 2026 Proposed Action Staff recommends adoption of the following motion: Move to appoint Acting Mayor for 2026. Overview Minnesota Statutes state that the city council shall designate an acting mayor at its annual (first) meeting of the year. The acting mayor shall perform all of the duties of the mayor if there is a vacancy in the office of the mayor or during the mayor's disability or absence. Councilmember Volk served as the acting Mayor in 2025. Supporting Information None Financial Impact: $ Budgeted: No Source: Envision Lakeville Community Values: Good Value for Public Service Report Completed by: Ann Orlofsky, City Clerk Page 301 of 301