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Home My WebLink About07-07-2025 AGENDA CITY COUNCIL MEETING July 7, 2025 - 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: 233 404 537 029 or by calling Toll Number 1-323-433-2142; Conference ID: 660 796 843#. 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 6. Consent Agenda a. Check Register Summary b. Minutes of the 06/16/2025 City Council Meeting c. Minutes of the 06/23/2025 City Council Work Session d. Extension of on-sale liquor license at B-52's for Pan-O-Prog events e. Resolution Approving Charitable Gambling Rosemount VFW Post 9433 f. Temporary on-sale liquor license to Lakeville Rotary for Taste of Lakeville g. Supplemental Agreement with WSB for Professional Services for Demolition at 17622 Dodd Boulevard h. Approve Joint Powers Agreement for Construction of the North Creek Greenway East Lake Park Segment Between the City of Lakeville and Dakota County i. Proposal with ECSI for the Purchase and Installation of Grand Prairie Park Video Surveillance System j. Joint Powers Agreement with Dakota County for Milling, Bituminous Overlay, Drainage Improvements and City Utility Repairs Along County Highways k. OLAM Lakeville Industrial Property Alternative Urban Areawide Review (AUAR) l. Agreement with HKGi for Services Pertaining to the Development of the 2026-2036 Parks System Master Plan Page 1 of 445 City Council Meeting Agenda July 7, 2025 Page 2 m. Divine Encounter Church Conditional Use Permit n. Pickle in the Middle Conditional Use Permit o. Preserve of Lakeville Fourth Addition Final Plat p. Assignment of Development Contract for the plat of Muller Family Theatre Second Addition q. Contract for Overhead Coiling Door Repairs at the Water Treatment Plant r. No Parking Resolution for Ipava Avenue s. Supplemental Agreement for Replacement of Water Treatment Plant Filter Media and Troughs t. Keokuk Property Purchase Agreement Second Amendment u. Approval of Pavement Management Change Orders for City Projects 25-01 and 25- 03 v. Geotechnical Proposals for the 2026 Miscellaneous Improvements and Street Rehabilitation Projects w. Spirit of Brandtjen Farm 25th Addition Final Plat x. Ritter Meadows Fourth Addition Final Plat y. Ritter Meadows Second Addition Encroachment Agreements z. Sundance Lakeville Second Addition Agreement Amendments aa. Proposal from Novak Companies LLC for Dakota Heights Park Hockey Rink Board Posts 7. Action Items a. Heritage Commons 10th Addition Preliminary Plat b. Crossroads East Third Addition Preliminary and Final Plat and CUP 8. Unfinished Business 9. New Business 10. Announcements a. Next City Council Meeting July 21, 2025 b. Next Work Session July 28, 2025 11. Adjourn Page 2 of 445 Date: 7/7/2025 Check Register Summary Proposed Action Staff recommends adoption of the following motion: Move to approve the Check Register Summary. Overview Checks 326346- 326501 $2,019,431.72 ACH/EFT 21100- 21252 $2,972,720.72 Total $4,992,152.44 The City Council will receive a list of expenditures paid (claims detail) and it is available to the public upon request. The City is the fiscal agent for Lakeville Arenas and Dakota 911 and processes accounts payable invoices and payments which is not included in the total above. Supporting Information 1. 06.17.25CKSUM-Checks 2. 06.17.25CKSUM-ACH-EFT 3. Check Register 06.17.25 for July 7, 2025 Council Mtg - Checks 4. Check Register 06.17.25 for July 7, 2025 Council Mtg - ACH-EFT Financial Impact: $4,992,152.44 Budgeted: Yes Source: Various Envision Lakeville Community Values: Good Value for Public Service Report Completed by: Cheri Donovan, Assistant Finance Director Page 3 of 445 Page 4 of 445 Page 5 of 445 MINUTES CITY COUNCIL MEETING June 16, 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, Volk, Wolter Staff Present: Justin Miller, City Administrator; Andrea McDowell Poehler, 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 3.Citizen Comments None 4.Additional agenda information None 5.Presentations/Introductions a.Pan-O-Prog 2025 Paul Kaus provided an update on Pan-O-Prog 2025. 6.Consent Agenda Motion was made by Bermel, seconded by Volk, to approve the following: Voice vote was taken on the motion. Ayes - Hellier, Bermel, Lee, Volk, Wolter a.Check Register Summary b.Minutes of the 06/02/2025 City Council Meeting c.Accepting a Donation from the Lakeville Public Safety Foundation d.Ordinance Amending Title 5, Chapter 1 of the Lakeville City Code Concerning Control of Dogs e.Ordinance Amending Title 5, Chapter 7 of the Lakeville City Code Concerning the Furnishing of Alcohol or Cannabis to Underage Persons by Social Hosts f.Proposal for the Purchase and Installation of Proxess Electronic Access System for Grand Prairie Park g.Ordinance Amending Title 7, Chapter 1 of the City Code Concerning Fishing h.Joint Powers Agreement with Dakota County for CSAH 50 and Hamburg Avenue Intersection Improvements and Street Lighting Contract Page 6 of 445 City Council Meeting Minutes June 16, 2025 Page 2 i.Temporary On-Sale Liquor License to Lakeville Lions for Pan-O-Prog Events j.Resolution Approving Charitable Gambling Lakeville Lions k.Approval of Professional Services Agreement with TKDA for Cedar Avenue Corridor Land Use and Market Analysis l.Antlers Ridge Plat Correction m.Joint Powers Agreement with Dakota County for Miling, Bituminous Overlay, Drainage Improvements and City Utility Repairs along County State Aid Highway 5 n.Resolution Accepting Donations to the Lakeville Parks & Recreation Department in the 2nd Quarter of 2025 o.Brookshire 4th Addition Development Contract and related documents 7.Action Items a.Public Hearing for Vacation of Roadway, Drainage and Utility Easement at Amelia Meadows Community Development Director Tina Goodroad presented the staff memo for Vacation and Drainage and Utility Easement at Amelia Meadows. Lennar applied for the vacation of a public roadway, drainage, and utility easement on the parent parcel to be platted. The easement was granted to the City when a sewer line was extended south from the interceptor line currently located at the city boundary with Farmington, north of 200th Street. The sewer line was needed to serve a portion of the Cedar Hills development, located south of 200th Street. With the recording of the Amelia Meadows final plat, the easement is no longer required. This action requires a public hearing to consider the vacation of this easement. The easement being vacated will be replaced with public right of way on the Amelia Meadows final plat. Mayor Hellier opened the public hearing at 6:08 p.m. There were no comments from the public. Motion was made by Lee, seconded by Bermel, to close the public hearing at 6:09 p.m. Motion was made by Wolter, seconded by Volk, to approve a resolution vacating a public roadway, drainage, and utility easement. 8.Unfinished Business 9.New Business 10.Announcements a.Next Work Session June 23, 2025 b.Next City Council Meeting July 7, 2025 Page 7 of 445 City Council Meeting Minutes June 16, 2025 Page 3 11.Adjourn Motion was made by Wolter, seconded by Lee, to adjourn at 6:10 p.m. Voice vote was taken on the motion. Ayes - Hellier, Bermel, Lee, Volk, Wolter Respectfully Submitted, __________________________________ Ann Orlofsky, City Clerk ____________________________ Luke M. Heller, Mayor Page 8 of 445 MINUTES CITY COUNCIL WORK SESSION June 23, 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 PM. Members Present: Mayor Hellier, Council Members Bermel, Lee, Volk, Wolter Staff Present: Justin Miller, City Administrator; Allyn Kuennen, Assistant City Administrator; Taylor Snider, Assistant to the City Administrator; Brad Paulson, Police Chief; Sergeant Jeff Hanson, Lieutenant Thor Howe, and Fire Chief Michael Meyer. 2. Citizen Comments There were no citizen comments. 3. Discussion Items a. Public Safety Projects Update Assistant City Administrator Allyn Kuennen presented FiRST Center updates to Council. This included membership agreements with the other communities for facility use and construction updates. Kuennen also gave updates on the proposed fire station, including proposed site plans and potential challenges. b. Emergency Management Tabletop Police Chief Paulson, Fire Chief Meyer, Sgt. Hansen, Lt. Howe, and Communications Director Tierney Helmers presented a training scenario for Council on how to handle communication in an emergency situation. Council found this training informative and valuable. 4. Items for Future Discussion 5. Committee/ City Administrator Updates Councilmember Bermel announced that the I-35 Solutions Alliance is taking two months off during the summer construction. Councilmember Lee reported from the ALF Ambulance Board that Kerry Callahan from Page 9 of 445 City Council Work Session Minutes June 23, 2025 Page 2 Allina would no longer be working with the city and that Kurt Weidner is the temporary representative. Mayor Hellier attended the U.S. Mayors Conference and shared personal safety for elected officials with the rest of Council. 6. Adjourn Motion was made by Bermel, seconded by Lee, to adjourn. Voice vote was taken on the motion. Ayes - All. Mayor Hellier adjourned the meeting at 7:54 PM. Respectfully Submitted, __________________________________ Taylor Snider, Assistant to the City Administrator ____________________________ Luke M. Heller, Mayor Page 10 of 445 Date: 7/7/2025 Extension of on-sale liquor license at B-52's for Pan-O-Prog events Proposed Action Staff recommends adoption of the following motion: Move to approve the extension of B-52's Liquor License to include the fenced-in parking lot on July 10-12, 2025, subject to the stipulations provided in the staff report. Overview B-52's requests an extension of their liquor license premise to include the fenced-in parking lot with live music during their annual Pan-O-Prog events. These events have been held for several years without major issues. A site plan, schedule of events, and certificate of insurance have been provided. B-52's owner, Mark Reese, will send a letter to the surrounding neighbors advising them of the scheduled events. Supporting Information 1. B-52's Request 2. B-52 Site Plan Financial Impact: $ Budgeted: No Source: Envision Lakeville Community Values: A Sense of Community and Belonging Report Completed by: Ann Orlofsky, City Clerk Page 11 of 445 27 June 2025 Mayor Helier Council Members City of Lakeville 20751 Holyoke Ave Lakeville, MN 55044 Dear Mayor Helier and Council Members: B-52 Burgers and Brew respectfully requests an extension of our on-sale liquor license to allow the sale of alcoholic beverages and live entertainment in the fenced in parking lot on July 10th-12th, 2025. Enclosed is a site plan, schedule of events, and a certificate of insurance. We are happy to do any additional requests. The on-site manager for the event will follow the authority of the Chief of Police, the Fire Chief or designees to control the level of noise or terminate any event due to security concerns or inclement or hazardous weather. Thank you for your consideration. We appreciate being a part of this fun and historic community event. Best Regards, Jason Saji B-52 Burgers and Brew 20751 Holyoke Ave. Lakeville, MN 55044 Page 12 of 445 Panorama of Progress 2025 | B-52 Event Schedule Thursday July 10th 2025 •Food and drinks are available inside and out until midnight, no drinks after midnight outside. 3 security, family fun event. •Band inside and outside until 11pm •Coloring stand, picnic tables, inflatable slide. No minors after 10PM. •No cover charges. Friday July 11th 2025 •Food and drinks are available inside and out until midnight, no drinks after midnight outside. 3 security, family fun event. •Band inside and outside until midnight •Coloring stand, picnic tables, inflatable slide. No minors after 10PM. •No cover charges. •Bar High top tables and chairs are removed at the conclusion of the cruise. Approximately 8PM. •4 Police Officers and security team of 3 as well as 2 managers dedicated to front of house operations Saturday July 12th 20025 •Food and drinks are available inside and out until midnight, no drinks after midnight outside. 3 security, family fun event. •Band inside and outside until midnight •Coloring stand, picnic tables, inflatable slide. No minors after 10PM. •No cover charges. •Bar High top tables and chairs are removed at the conclusion of the cruise. Approximately 8PM. •4 Police Officers and security team of 3 as well as 2 managers dedicated to front of house operations Provisions •Only the ages of 21 or older at 10PM. •ID Checks include no permission of those with any driver’s license restrictions •Radios among door, security, management, service staff and support staff are used for communication the full 3 days. Page 13 of 445 Stipulations •Barricade fencing shall be erected around the site per the submitted site plan. •Portable toilets listed and placed per the submitted site plan. •Controlled access to the event with B-52 security personnel to identify and stamp those of legal age to consume alcohol. •Persons under 21 years of age are required to exit by 10PM. •All outdoor live music shall cease by midnight. •All outside alcohol service shall cease at midnight. •Security shall assist the police department in clearing the establishment at midnight. •For all events, B-52 shall hire uniformed police officers to supplement their security staff as required by the police department. •The Police Chief, Fire Chief or designee may direct the event manager to control the level of noise and/or terminate the event at any time. Page 14 of 445 WĂƟŽϭϵǆϯϭĨĞĞƚ'ĂƌĂŐĞŽŽƌtĞůůƐ&ĂƌŐŽůŽƚ^ƚĂƌƚƐĂƚǇĞůůŽǁůŝŶĞϯƉĂƌŬŝŶŐƐƉĂĐĞƐKĸĐĞƐŽůĚdƌĂŝůĞƌWŝĐŶŝĐƚĂďůĞ WŝĐŶŝĐƚĂďůĞ WŝĐŶŝĐƚĂďůĞ WŝĐŶŝĐƚĂďůĞ WŝĐŶŝĐƚĂďůĞ WŝĐŶŝĐƚĂďůĞdĞŶƚWŽƌƚͲĂWŽƩǇWŽƌƚͲĂWŽƩǇWŽƌƚͲĂWŽƩǇ^ĐŽƌĞŽŶ^ĐŽƩǇdĞŶƚ^ǁŝŶŐƐĞƚ^>/Page 15 of 445 Date: 7/7/2025 Resolution Approving Charitable Gambling Rosemount VFW Post 9433 Proposed Action Staff recommends adoption of the following motion: Move to approve a resolution granting approval to the Rosemount VFW Post 9433 to conduct off-site gambling at the Lakeville Arts Center, 20965 Holyoke Avenue. Overview Rosemount VFW Post 9433 has applied to the State of Minnesota Gambling Control Board to conduct off-site gambling (pull-tabs) at Lakeville Arts Center on August 14 and 15, 2025. The organization has a gambling premise permit. The application for off-site activity requires a resolution of approval by the City Council. Supporting Information None Financial Impact: $ Budgeted: No Source: Envision Lakeville Community Values: A Sense of Community and Belonging Report Completed by: Ann Orlofsky, City Clerk Page 16 of 445 CITY OF LAKEVILLE RESOLUTION NO._________ RESOLUTION APPROVING CHARITABLE GAMBLING ROSEMOUNT VFW POST 9433 WHEREAS, the City of Lakeville received an application from the Rosemount VFW Post 9433 to conduct off-site gambling at the Lakeville Area Arts Center for the Taste of Lakeville; and WHEREAS, Rosemount VFW Post 9433 is a qualified organization. NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Lakeville grants approval to the Rosemount VFW Post 9433 to conduct off-site gambling on August 14 and 15, 2025, at the Lakeville Area Arts Center, 20965 Holyoke Avenue, for the Taste of Lakeville. DATED this 7th day of July 2025 CITY OF LAKEVILLE: _________________________ Luke M Hellier, Mayor ATTEST: _________________________ Ann Orlofsky, City Clerk Page 17 of 445 Date: 7/7/2025 Temporary on-sale liquor license to Lakeville Rotary for Taste of Lakeville Proposed Action Staff recommends adoption of the following motion: Move to approve the issuance of a temporary on-sale liquor license to Lakeville Rotary. Overview The Lakeville Rotary submitted an application for a temporary on-sale liquor license for the Taste of Lakeville event. Lakeville Rotary is a 501(c)(3) non-profit organization. The Rotary provides financial support to the Lakeville area community through scholarships and community projects. The Taste of Lakeville will be held at the Lakeville Area Arts Center building and grounds on August 14, 2025. Supporting Information 1. Taste of Lakeville site plan Financial Impact: $ Budgeted: No Source: Envision Lakeville Community Values: A Sense of Community and Belonging Report Completed by: Ann Orlofsky, City Clerk Page 18 of 445 ÑÞÑÞÑÞÑÞÑÞÑÞÑÞÑÞÑÞÑÞÑÞÑÞÑÞÑÞÑÞÑÞ30' x 50'Holyoke Avenue210th Street30' x 50'20' x 30')GHowland AvenueWineWineTent 1Tent 2Food TruckFood TruckTent 310x303571920212223242527282930313334321314151617181234121110982656Stage 1Art CenterGarageLakeville AreaLearningCenter¹Taste of Lakeville Legend [[FenceHand Wash StationÑÞLights³!³Entrance Gate)GFood Stand4StairsPage 19 of 445 Date: 7/7/2025 Supplemental Agreement with WSB for Professional Services for Demolition at 17622 Dodd Boulevard Proposed Action Staff recommends adoption of the following motion: Move to approve WSB supplemental agreement for professional services for demolition at 17622 Dodd Boulevard, City Project 25- 18. Overview The City Council approved a purchase agreement to acquire the property at 17622 Dodd Boulevard on June 2, 2025. The City closed on the property on June 27, 2025, and the seller has vacated the site. The existing buildings must be demolished and disposed of to prepare the site for future public facilities. Site planning of the property to optimize its highest and best use, including a potential fire station, satellite water treatment plant and public works facilities is underway. WSB's proposed tasks include a) completion of an Asbestos and Regulated Material (ARM) Assessment; b) preparation of demolition and restoration specifications and bid package/solicitation; c) oversight of ARM removal and building demolition activities; and d) oversight of underground storage tank (UST) removal. WSB's supplemental agreement identifies the scope of services and estimated cost to provide demolition services for City Project 25-18, and is subject to the Master Services Agreement dated September 20, 2021. Supporting Information 1. 205.06.19 WSB Demo Services Financial Impact: $37,200 Budgeted: Yes Source: Multiple Sources Envision Lakeville Community Values: Design that Connects the Community Report Completed by: Zach Johnson, City Engineer Page 20 of 445 701 XENIA AVENUE S | SUITE 300 | MINNEAPOLIS, MN | 55416 | 763.541.4800 | WSBENG.COM June 19, 2025 Zach Johnson, P.E. City Engineer, City of Lakeville 20195 Holyoke Avenue Lakeville, MN 55044 Re: Scope of Work and Cost – Demolition Services 17622 Dodd Boulevard Lakeville, MN 55044 Dear Mr. Johnson: As requested, outlined below is a scope of work and cost estimate for WSB to provide Demolition Services at 17622 Dodd Boulevard in Lakeville, Minnesota (Site). WSB understands the northeastern portion of the Site has been occupied by a farmstead since at least 1910 and currently includes a dwelling, garage, pole barn, playhouse, maintenance shop, corn crib, and shed. The dwelling includes a 500-gallon fuel oil underground storage tank (UST) and a private well in the basement. Two septic systems are also present at the south side of the dwelling and maintenance shop. WSB understands the City of Lakeville (City) intends to purchase the Site on June 27, 2025, and soon thereafter demolish the existing buildings to facilitate future City improvements. The following tasks will be performed as part of this Scope of Work: Task 1: Asbestos and Regulated Material Assessment An Asbestos and Regulated Material (ARM) Assessment will be completed to identify asbestos and other regulated materials at the Site buildings that will require special management prior to and/or during demolition activities. The following items will be completed as part of the ARM Assessment: Asbestos Sampling WSB will perform destructive asbestos sampling at the Site buildings to identify friable and non- friable asbestos-containing materials (ACM) in accordance with Environmental Protection Agency (EPA), Minnesota Pollution Control Agency (MPCA), and Minnesota Department of Health (MDH) rules and regulations. In addition, WSB will identify ACM that could become friable during demolition activities, and according to State and Federal regulations, would require abatement prior to disturbance. The inspection and sampling will be performed by a US EPA-accredited and MDH-certified Asbestos Inspector. It is anticipated that building materials disturbed during sampling will not be replaced/repaired following the completion of the sampling. Asbestos Laboratory Analysis Samples shall be submitted to a laboratory accredited for the analysis of asbestos bulk samples under the National Voluntary Laboratory Accreditation Program (NVLAP). Samples of suspect materials will be analyzed on a first positive stop basis. Analysis shall be performed by Polarized Light Microscopy (PLM), EPA Method 600/R-93-116 (Asbestos in Bulk Building Materials). For materials with low (less than 10%) concentrations of asbestos, a point count quantification of asbestos concentrations can be performed. If additional analyses are required, WSB will contact the City for authorization. Page 21 of 445 Mr. Zach Johnson June 19, 2025 Page 2 Limited Lead-Based Paint Sampling WSB will collect lead-based paint (LBP) chip samples from painted/coated concrete surfaces at the Site buildings that have the potential to be recycled during demolition. At a minimum, paint sampling will be completed for satisfying MPCA requirements for concrete recycling and reuse. If LBP is detected, the surfaces will be identified as requiring special management during recycling. The limited lead sampling is not intended to satisfy Occupational Health and Safety Administration (OSHA) or Housing and Urban Development (HUD) testing requirements. Regulated Materials Inventory WSB will complete a room-by-room inventory of regulated materials at the Site buildings that may require special handling or disposal prior to demolition. WSB will also note other items present that may require special attention prior to or during demolition including wells, septic systems, sumps, above/underground tanks, hoists, and oil water separators. Final Documentation and Reporting WSB will summarize the results of the ARM Assessment in one final report. At a minimum, the report will include the following:  Scope of work  Sampling methods and procedures  Figures identifying ACM sample locations  Regulated materials inventory  Investigation results including locations and quantities of identified ACM  Conclusions and recommendations Task 1 Assumptions  One ARM Assessment report will be completed.  Site access will be arranged by the City, including the interior of the current buildings.  The ARM Assessment will be completed following Site purchase by the City.  Destructive sampling methods will be used, and any damage caused to building materials (including the roof) during sampling will not be repaired/replaced by WSB.  The limited lead-based paint sampling is not intended to satisfy OSHA or HUD testing requirements.  It is anticipated that up to 200 asbestos samples and 10 lead-paint samples will be collected and analyzed under a standard 7- to 10-day laboratory turnaround time. Additional samples will be charged at a rate of $9 per asbestos sample and $17 per lead- paint sample.  It is anticipated that up to 10 asbestos samples will be point counted. Additional samples to be point counted will be charged at a rate of $19.80 per sample.  The City will provide one review of the ARM Assessment report. Task 2: Demolition Specification, Bid Solicitation, and Contract Execution Demolition and Restoration Specification WSB will prepare a demolition specification for the removal and disposal of the buildings and restoration of the Site. The specification will contain details pertaining to the following demolition and restoration components/requirements: Page 22 of 445 Mr. Zach Johnson June 19, 2025 Page 3  Removal, management, and disposal of the fuel oil UST present at the south side of the dwelling.  Abandonment of the private water well in the dwelling basement.  Abandonment of the two septic systems at the south sides of the dwelling and maintenance shop.  Removal, management, and disposal of additional USTs, lifts/hoists, sumps, or oil water separators discovered during excavation activities (if applicable).  Removal and management of petroleum-impacted soil (if applicable).  Removal, management, and disposal of regulated materials including ACM and LBP (if applicable).  Disconnection of all public and private utilities prior to demolition.  Permit and notification responsibilities prior to demolition.  Demolition and offsite disposal or recycling of all construction and demolition debris, including concrete slabs and footings.  Restoration of the Site with backfill, topsoil, seed, and erosion controls. Bid Package and Solicitation WSB will prepare a bid package and solicit bids from contractors for the demolition of the Site buildings and Site restoration activities. Since the total demolition/restoration cost is anticipated to be below $175,000, a public competitive bid will not be required prior to awarding the demolition contract. It is anticipated that a minimum of two competitive bids will be obtained prior to awarding the contract. Additionally, it is anticipated that WSB will organize and complete one contractor pre-bid walk approximately one or two weeks before the bid deadline. The bid package will include the following components/requirements:  Dakota County/City Site information  Permit and notification responsibilities prior to demolition/removal.  Demolition specification (prepared by WSB)  ARM Assessment Report (completed by WSB, Task 1)  Contractor statement of qualifications and proof of insurance  City independent contract agreement  Bid form with costs broken down by: o Removal and disposal of the fuel oil UST o Abandonment of one private water well and two septic systems o Removal, loading, hauling and disposal of petroleum-impacted soil (if applicable) o Procurement of clean backfill material (if applicable) o Removal and disposal of regulated materials, including asbestos (if applicable) o Removal and disposal of structures and Site restoration Contract Execution WSB will summarize the provided demolition bids in a letter to the City and recommend a contractor based on the lowest responsible bid meeting the criteria outlined in the bid package. WSB will also assist with contract execution prior to initiation of the fieldwork activities. Task 2 Assumptions  The awarded contractor will be responsible for obtaining all necessary state and local permits prior to demolition; including but not limited to wrecking, well abandonment, septic removal, UST removal, and regulated materials removal/disposal. Page 23 of 445 Mr. Zach Johnson June 19, 2025 Page 4  The awarded contractor will contract with the City directly for the building demolition, UST removal, and Site restoration activities.  An MPCA certified tank removal contractor is required to complete the UST removal.  The awarded contractor will be responsible for the coordination of all private and public utility disconnections.  It is anticipated that the demolition cost will not exceed $175,000 and a publicly advertised bid will not be required.  The City will provide one review of the bid package and specification. Task 3: Building Demolition Oversight and Documentation Demolition and Environmental Abatement Coordination WSB will coordinate with contractors to ensure demolition activities, including regulated material removal and disposal, are performed in accordance with local, state, and federal guidelines. WSB will also coordinate with contractors to obtain documentation for final reporting purposes and will maintain communication with the City regarding the demolition schedule. Demolition Oversight WSB will provide oversight during demolition activities to assess for unknown environmental conditions. WSB will screen soils with a photoionization detector (PID) during excavation activities to document the presence/absence of contaminated soil at the Site. WSB will conduct a walkthrough prior to demolition to ensure all regulated materials are removed and properly disposed of at a permitted landfill or recycling facility. WSB will also conduct a final walkthrough following demolition to ensure the Site is properly backfilled, graded, seeded, and is free of demolition debris. Final Documentation and Reporting WSB will summarize the results of the demolition oversight services in one final documentation report. At a minimum, the report will include the following:  Daily field logs, with photographic documentation  Soil screening results  Scope of work  Well and septic abandonment documentation  Regulated material removal documentation (if applicable)  Demolition notifications and permits  Backfilling and seeding documentation Task 3 Assumptions  WSB will complete a Site walkthrough following the removal of regulated materials and prior to demolition of the structures. Demolition of the structures will not commence until WSB has completed the regulated material removal walkthrough.  The awarded contractor will provide all required abatement, disposal, and import documentation for WSB’s final demolition report.  Demolition and restoration of the Site will be completed within five workdays.  No soil correction activities will be completed as part of this task. Page 24 of 445 Mr. Zach Johnson June 19, 2025 Page 5  No contaminated soil requiring special management or offsite disposal will be encountered during the building demolition activities. If impacted soil is discovered during the removal of building slabs, additional fees will apply to ensure the soil is managed appropriately. Task 4: UST Removal Oversight, Soil Sampling and Documentation WSB will coordinate with the City and the UST removal contractor to ensure removal and restoration activities are performed on schedule and in accordance with local, state, and federal guidelines. WSB will also communicate with the contractor to obtain documentation for final reporting purposes. WSB will provide oversight during the UST removal and conduct soil sampling and screening per MPCA Guidance Document c-prp3-01, Excavation of Petroleum-Contaminated Soil and Tank Removal Sampling (May 2024) and other applicable MPCA Guidance documents. WSB will screen soils with a PID during the UST removal activities to document and manage contamination. WSB will collect up to six total soil samples for laboratory analysis following the UST system removal for documentation purposes per MPCA guidelines. It is assumed that two bottom (one from below each end of the tank) and four sidewall (one from each side) soil samples will be collected from the excavation basin for laboratory analysis. Additional samples will be collected as needed for soil screening and documentation purposes. To comply with the MPCA’s analytical requirements for documentation soil samples associated with the storage of fuel oil, the six soil samples will be analyzed for:  Volatile organic compounds (VOCs) by EPA Method 8260D  Diesel range organics (DRO) by the Wisconsin Modified Method  Polycyclic aromatic hydrocarbons (PAHs) by EPA Method 8270 One trip blank will also be submitted to the laboratory for VOC analysis for quality assurance/quality control (QA/QC) purposes. Excavation Report Upon receipt of the laboratory analytical results, an excavation report will be prepared and submitted to the MPCA summarizing the excavation of the UST system and soil sampling results according to MPCA Guidance Document c-prp3-02, General Excavation Report Worksheet (July 2022). Task 4 Assumptions  One UST, approximately 500-gallons in size, is documented at the Site. If additional USTs are discovered at the Site during demolition, additional fees associated with excavation soil sampling and MPCA reporting will apply.  The tank removal activities will be completed within one workday.  WSB will contract an analytical testing firm for soil sample analysis.  Up to six total documentation soil samples will be collected following the UST system removal activities. Additional soil samples may be needed based on the size of the excavation basin. Additional samples beyond those listed above will require additional fees.  It is assumed that no petroleum-saturated or grossly contaminated petroleum soil will be encountered during the tank removal activities and require offsite landfill disposal. If petroleum-saturated or grossly contaminated soil is encountered, additional fees will apply to ensure the soil is managed and disposed appropriately. Page 25 of 445 Mr. Zach Johnson June 19, 2025 Page 6 Total Cost and Schedule The cost to perform the above-described environmental services is a lump sum fee of $37,200. If additional work is required beyond this scope, WSB will provide those services on a time and materials basis following approval from the City and in accordance with the attached 2025 Rate Schedule. Upon authorization, the work will be initiated immediately. The table below presents the estimated cost breakdown for each task presented in this scope. Task Fee (Lump Sum) 1 – Asbestos and Regulated Material Assessment $9,600 2 – Demolition Specification, Bid Solicitation, and Contract Execution $4,500 3 – Building Demolition Oversight and Documentation $10,900 4 – UST Removal Oversight, Soil Sampling and Documentation $12,200 Total $37,200 Acceptance This proposal represents our understanding of the project scope. All work completed through this proposal will be governed by the Master Agreement between the City and WSB dated September 20th, 2021. If the scope and fee are acceptable, please sign on the space provided below and return one copy to WSB. We are available to begin work once we receive signed authorization. WSB appreciates the opportunity of being considered for this project and we look forward to providing our professional services to you. If you have any questions about this proposal, please feel free to contact Ben Fehr at bfehr@wsbeng.com or 612-248-7007. Sincerely, WSB Ben Fehr Ryan Spencer, CHMM Project Manager Director of EIR __________________________________________________________________ Enclosures WSB 2025 Rate Schedule Signature I hereby authorize the above scope of work, schedule, and cost. _________________________________________ Name (Print) _________________________________________ Signature _________________________________________ Date Page 26 of 445 Page 27 of 445 Date: 7/7/2025 Approve Joint Powers Agreement for Construction of the North Creek Greenway East Lake Park Segment Between the City of Lakeville and Dakota County Proposed Action Staff recommends adoption of the following motion: Move to approve Joint Powers Agreement for Construction of the North Creek Greenway East Lake Park Segment Between the City of Lakeville and Dakota County. Overview The City and Dakota County are partnering to complete a 2-mile trail segment located in the northeast quadrant of the City. The project is part of the North Creek Greenway, a 14-mile trail that, once completed, will travel through Eagan, Apple Valley, Lakeville, Farmington and Empire Township. The greenway will also connect regional destinations including Lebanon Hills Regional Park, the Minnesota Zoo, downtown Farmington, the Vermillion River and Whitetail Woods Regional Park. The trail will incorporate elements compatible with natural features along the greenway corridor and expand recreational amenities. The attached Joint Powers Agreement refers to the county’s partnership with the City on the construction of the East Community Park (East Lake Park) segment of the greenway. This segment of the greenway includes the reconstruction and improvement of an existing trail segment along 173rd Street to East Community Park (East Lake Park) and includes the installation of an at-grade pedestrian crossing at 170th Street W., improvements to the midblock crossing of 170th Street W. and upgrades to approximately 3,400 feet of trail. As per a previously adopted resolution, Dakota County will reimburse the City 85% of the total estimated $1,000,000 project costs. Supporting Information 1. Joint Powers Agreement and Site Map 2. Dakota County Resolution Authorizing Joint Powers Agreement Financial Impact: $150,000 Budgeted: Yes Source: 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 28 of 445 Dakota County Contract #DCA22886 1 JOINT POWERS AGREEMENT FOR CONSTRUCTION FOR THE NORTH CREEK GREENWAY EAST LAKE PARK SOUTH SEGMENT BETWEEN THE COUNTY OF DAKOTA AND THE CITY OF LAKEVILLE WHEREAS, Minn. Stat. § 471.59 authorizes local governmental units to jointly or cooperatively exercise any power common to the contracting Parties; and WHEREAS, Dakota County (“County”) is a political subdivision of the State of Minnesota; and WHEREAS, the City of Lakeville (“City”) is a Minnesota municipal corporation (collectively herein the County and the City are referred to as the “Parties”); and WHEREAS, by resolution 11-517, the Dakota County Board authorized the adoption of the North Creek Greenway (“NCGW”) Master Plan; and WHEREAS, the City is leading the design, bidding, and project delivery for the North Creek Greenway project; and WHEREAS, the City has completed design and engineering plans for the reconstruction and improvement of an existing trail segment from 173rd Street to East Lake Park, including an at- grade pedestrian crossing at 170th Street, as shown on Exhibit 1; and WHEREAS, the project will upgrade approximately 3,400 feet of trail in the location shown on Exhibit 1 to meet the County’s regional greenway standards (the “NCGW Trail Improvements”) and improve a midblock crossing of 170th Street (collectively the “Project”); and WHEREAS, Dakota County will reimburse the City 85 percent of the total estimated $1,000,000 Project costs, which costs include construction and consultant Project delivery expenses; and WHEREAS, by resolution 25-157 the County authorized up to $850,000 towards Project delivery and construction costs, including 20 percent contingency; and WHEREAS, the Parties anticipate entering into a separate Maintenance Agreement to address ongoing maintenance and operations for the NCGW Trail Improvements following Project completion. NOW, THEREFORE, in consideration of the mutual promises and benefits that the Parties shall derive from this Joint Powers Agreement (“Agreement”), the Parties hereby enter into this Agreement for the purposes stated herein. Page 29 of 445 Dakota County Contract #DCA22886 2 ARTICLE 1 Purpose The purpose of this Agreement is to set out the respective duties and responsibilities of the County and the City for the construction of the North Creek Greenway East Lake South project, as more fully described herein. ARTICLE 2 Parties The Parties to this Agreement are the City and County. County is acting by and through its Parks Department. City is acting by and through its Parks and Public Works Departments. ARTICLE 3 Term This Agreement shall be effective on the date of the signature (Effective Date) of the last Party to sign this Agreement and expires on December 31, 2026, or upon completion by the Parties of their respective obligations under this Agreement, whichever occurs first, unless amended in writing or earlier terminated by law or according to the provisions of this Agreement. ARTICLE 4 Cooperation The Parties agree to cooperate and use their reasonable efforts to ensure prompt implementation of the various provisions of this Agreement and to, in good faith, undertake resolution of any disputes in an equitable and timely manner. ARTICLE 5 City’s Obligations 5.1 Construction. The City, or its agents or contractors, shall construct or reconstruct the existing trail segment from 173rd Street to East Lake Park, including an at-grade pedestrian crossing at 170th Street, as shown on Exhibit 1. The Project shall be completed according to the approved Project design plans and specifications so that the NCGW Trail Improvements meet the County’s regional greenway standards. 5.2 Project Management. The City, or its agents or contractors, shall provide construction services for the Project, and shall prepare bid documents for the Project. The City will lead the construction of the Project and shall be responsible for awarding contracts for the Project. The City will provide and be responsible for project delivery, management, and inspection of the Project work, assuring it meets applicable design and construction standards and the requirements of this Agreement. The County will have no actual or implied responsibility for the Project except as provided in this Agreement. Page 30 of 445 Dakota County Contract #DCA22886 3 5.3 Notice to County Prior to Award of Contract and Approval of Change Orders. The City will notify the County of the amount of the lowest responsive bid. The County will thereafter notify the City as to whether the County approves the Project or whether it wishes to terminate the Project based on the amount of the bid. Such notice will be provided promptly, and in no event more than 20 days from the date of the City’s notice, so as to allow the City to award or reject the bid. If the County accepts the lowest responsive bid amount and approves proceeding with the Project, the City shall award the contract and the Parties shall be responsible for paying the contractor as provided for in this Agreement. Following the contract award, the City will obtain the County’s consent, which consent shall not be unreasonably withheld, prior to approving any requested change order or contract amendment that increases the Project costs relating to the NCGW Trail Improvements. The County acknowledges and agrees that the City may terminate or reduce the scope of the Project at any time if the County does not approve a change order or contract amendment and such change order or amendment would require the City to incur additional costs relating to the NCGW Trail Improvements. 5.4 Acknowledgement. The City shall appropriately acknowledge the funding assistance provided by the County pursuant to this Agreement in any promotional materials, signage, reports, publications, notices and presentations concerning the Project. 5.5 Compliance with Laws/Standard. The City shall abide by all federal, state, or local laws, statutes, ordinances, rules and regulations related to the Project work. The City or its contractor, if any, is responsible for obtaining and complying with all federal, state, or local permits, codes, licenses, and rights and authorizations necessary for performing the work. 5.6 Use of Contractors. The City may engage contractors to perform the activities funded pursuant to this Agreement. However, the City retains primary responsibility to the County for performance of the activities and the use of such contractors does not relieve the City from any of its obligations under this Agreement. 5.7 Perpetual License for North Creek Greenway. The City shall be responsible for designating appropriate locations for the installation of the NCGW Trail Improvements within areas owned or controlled by the City. The NCGW Trail Improvements shall generally be located in the area depicted on Exhibit 1. The City grants a perpetual license for the County and its employees, agents and contractors to install, maintain, repair and replace the NCGW Trail Improvements and associated improvements agreed to by the Parties on City property or within City right-of-way, as provided for pursuant to this Agreement. The perpetual license shall survive expiration or termination of this Agreement. The perpetual license shall be subject to the City’s right to require relocat ion of the NCGW Trail Improvements as provided in section 6.4 of this Agreement and pursuant to applicable law. The City’s right to require relocation shall also survive expiration or termination of this Agreement. Page 31 of 445 Dakota County Contract #DCA22886 4 5.8 Permanent Easements for NCGW. At the County’s request, and limited to City-owned property, the City will replace the license provided for in section 5.7 with permanent easements for the NCGW and agreed-upon improvements constructed and installed as part of the Project. The City shall execute the documents reasonably necessary to convey permanent easements for the NCGW and agreed-upon improvements. The County will provide all surveying and other documentation and information necessary for the City to grant the requested permanent easements. ARTICLE 6 County’s Obligations 6.1. County Funding Obligation. If the County accepts the bid amount and approves proceeding with the Project pursuant to Section 5.3 of this Agreement, the County shall reimburse the City in the amount of $850,000.00 or 85% of the total Project costs, whichever is less. The City will administer the construction contract for the Project and will make all required payments to the contractor. Following payments to the contractor, the City will submit an invoice to the County for reimbursement of the County’s proportionate share of the contractor payments. The County shall reimburse the City for its share of the payments within 35 days of receipt of the invoice. 6.2 Project Management Team. County staff will participate on a Project Management Team to be coordinated by the City and will provide input on the design and construction of the NCGW Trail Improvements and the County’s regional greenway standards. 6.3 Acknowledgment. The County shall appropriately acknowledge the assistance provided by the City pursuant to this Agreement in any promotional materials, signage, publications, notices, and presentations concerning the Project. 6.4 Relocation of NCGW Located within City Right-of-Way or Permanent Easements on City Property. The Parties agree that in the event the City needs to widen, expand, and/or redesign its street, transportation facilities, utilities, or other infrastructure owned by the City and within City right-of-way or on City property, the City will, if requested by the County, acquire the necessary additional right-of-way and/or easements needed for the relocation of the displaced NCGW Trail Improvements as part of the City’s project. If the County requests that the City include relocation of the NCGW Trail Improvements as part of the City project, the Parties will enter into a separate agreement under which the County will reimburse the City for the City’s out-of-pocket construction project costs and easement acquisition costs attributable to the relocation of the displaced NCGW Trail Improvements. Alternatively, in the event that the relocation of displaced NCGW Trail Improvements reasonably necessitates the acquisition of additional easements, the County may choose to acquire said additional easement rights using the County Attorney’s Office, and the County may also choose to separately contract for the reconstruction of the displaced NCGW Trail Improvements. The City agrees to provide the County with reasonable notice of a pending displacement of the NCGW Trail Improvements that cannot be practically relocated within existing City right-of-way or permanent easement, and the County agrees to provide the City with written confirmation of how the County wants to effectuate the relocation of the Page 32 of 445 Dakota County Contract #DCA22886 5 displaced NCGW Trail Improvements outside of existing City right-of-way or permanent easement in a timely manner that does not unreasonably delay the City construction project. ARTICLE 7 Ownership and Maintenance The County shall own the NCGW trail and associated improvements constructed and installed as part of the Project, with the exception of the pedestrian crossing of 170th Street, which shall be owned by the City. The Parties shall enter into a separate agreement addressing maintenance of the NCGW trail and improvements and any shared maintenance responsibilities for the Parties’ infrastructure that may be connected to the NCGW. ARTICLE 8 TERMINATION 8.1 Termination for Cause. This Agreement may be terminated for cause following a material breach of the Agreement by a Party by providing thirty (30) days written notice of termination. Such notice of termination shall not be effective unless the non-breaching Party has provided the other Party with notice of material breach and a reasonable opportunity to cure. The actions giving rise to a material breach shall be limited to the failure by the City to undertake or complete construction of the Project as required by this Agreement and failure by the County to comply with its obligations under Article 6. 8.2 Non-Appropriation of Funds. Notwithstanding any provision of this Agreement to the contrary, the County may terminate this Agreement immediately in the event the County determines that sufficient funds from City, County, State, or Federal sources are not appropriated at a level sufficient to allow for the performance of this Agreement. ARTICLE 9 AUTHORIZED REPRESENTATIVES AND LIAISONS 9.1 Authorized Representatives. The following named persons are designated the Authorized Representatives of the Parties for purposes of this Agreement. The Authorized Representative, or their successor, has authority to bind the Party they represent to the extent such authority has been granted by the Party’s governing body. The Parties shall promptly provide Notice to each other when an Authorized Representative’s successor is appointed. All notice shall be provided to the following named persons and addresses unless otherwise stated in this Agreement: To the City: To the County: Luke M. Hellier Georg T. Fischer Mayor Physical Development Division Director 20195 Holyoke Ave. 14955 Galaxie Avenue Lakeville, MN 55044 Apple Valley, MN 55124 Page 33 of 445 Dakota County Contract #DCA22886 6 9.2 Liaisons. To assist the Parties in the day-to-day performance of this Agreement and to ensure compliance and provide ongoing consultation, a liaison shall be designated by the County and the City. The Parties shall promptly provide Notice to each other when a Liaison’s successor is appointed. At the time of execution of this Agreement, the following persons are the designated liaisons: City Liaison County Liaison Joe Masiarchin Niki Geisler Parks Director Parks Director (952) 985-4601 (952) 891-7088 jmasiarchin@lakevillemn.gov niki.geisler@co.dakota.mn.us ARTICLE 10 LIABILITY Each Party to this Agreement shall be liable for the acts of their own officers, agents, volunteers, or employees and results thereof to the extent authorized by law and shall not be responsible for the acts of the other Party, its officers, agents, volunteers, or employees. The Parties mutually agree to indemnify and hold harmless each other from any claims, losses, costs, expenses, or damages resulting from the acts or omissions of the respective offices, agents, or employees related to activities conducted by either Party under this Agreement. It is understood and agreed that the provisions of the Minn. Stat. § 471.59, the Municipal Tort Claims Act, Minn. Stat. Ch. 466 and other applicable laws govern liability arising from the Parties’ acts or omissions. Each Party warrants that they are able to comply with this section through an insurance or self- insurance program and that each has minimum coverage consistent with the liability limits contained in Minn. Stat. Ch. 466. Nothing in this Agreement shall be construed to allow a claimant to obtain separate judgments or separate liability caps from the individual Parties. The provisions of this Article 10 shall survive the expiration or termination of this Agreement. ARTICLE 11 GENERAL PROVISIONS 11.1 Cooperation. The Parties agree to cooperate in the use of resources, including available right-of-way to install the Community Project Improvements, to the extent feasible and to the extent permitted by law. The Parties further agree to cooperate in the administration of contracts and completion of the project, including cooperating in resolving any disputes the Parties may have with the contractor(s) both during the project and following completion of the project. 11.2 Amendments. No amendments or variations of the terms and conditions of this Agreement shall be valid unless in writing and signed by the Parties’ authorized representatives. The Authorized Representatives may extend term of this Agreement and make other non-material alterations, amendments, variations, modifications, or waivers to this Agreement without first obtaining authorization form their respective governing bodies. It is the intent of the Parties that only material changes to the Agreement require authorization and approval by the Parties’ respective governing bodies. Page 34 of 445 Dakota County Contract #DCA22886 7 11.3 No Joint Venture. It is agreed that nothing in this Agreement is intended or should be construed as creating the relationship of agents, partners, joint ventures, or associates between the Parties or as constituting the County or the City as the employee of the other entity for any purpose or in any manner whatsoever. 11.4 Data Practices. The Parties agree that any information and data received from the other Party during the term of this Agreement shall be treated and maintained in accordance with all applicable federal, state, and local laws, rules and regulations governing same, including but not limited to the provisions of the Minnesota Government Data Practices Act, Minnesota Statutes, Chapter 13. 11.5 Notices. Any notices required or permitted to be given under this Agreement shall be delivered personally or sent by U.S. mail to the other Party’s Authorized Representative. Mailed notice shall be deemed complete two business days after the date of mailing. 11.6 Audit. To the extent applicable as to any disbursement of public funds between the Parties for services provided under this Agreement, the Parties shall maintain complete and accurate records with respect to costs incurred and services performed under this Agreement for a period of at least six (6) years after the termination of this Agreement. Pursuant to Minn. Stat. § 16C.05, Subd. 5, each Party shall allow the other Party, the State Auditor, or their authorized representatives access to the books, records, documents, and accounting procedures and practices relevant to the subject matter of the Agreement, for purposes of audit. 11.7 Minnesota Law to Govern. The laws of Minnesota govern all matters related to this Agreement, without giving effect to the principles of conflict of law. Venue and jurisdiction for any litigation related to this Agreement must be in those courts located within the County of Dakota, State of Minnesota or U.S. District Court, District of Minnesota. 11.8 Survival. The provisions of this Agreement which, by their terms, impose obligations that are continuing in nature and which must survive in order to give effect to their meaning will survive the expiration or termination of this Agreement. 11.9 Waiver. If either of the Parties fails to enforce any provision of this Agreement, that failure shall not result in a waiver of the right to enforce the same or another provision of this Agreement. 11.10 Severability. In the event that any portion of this Agreement shall be held to be invalid, such invalidity shall not affect the validity of the remainder of this Agreement. 11.11 Authority. The person or persons executing this Joint Powers Agreement on behalf of the City and the County represent that they are duly authorized to execute this Joint Powers Agreement on behalf of the respective Parties and represent and warrant that this Joint Page 35 of 445 Dakota County Contract #DCA22886 8 Powers Agreement is a legal, valid and binding obligation and is enforceable in accordance with its terms. 11.12 Electronic Signatures. Each Party agrees the electronic signatures of the Parties included in this Contract are intended to authenticate this writing and to have the same force and effect as wet ink signatures. IN WITNESS WHEREOF, the Parties hereto have executed this Agreement on the date(s) indicated below. DAKOTA COUNTY CITY OF LAKEVILLE By _______________________________ By _______________________________ Georg Fischer, Director Luke Hellier, Mayor Physical Development Date of Signature: ____________________ Date of Signature: ____________________ By _______________________________ Ann Orlofsky, City Clerk Date of Signature: ____________________ APPROVED AS TO FORM: APPROVED AS TO FORM: /s/ Tim Sime 6/23/25 ____________________________________ Assistant Dakota County Attorney/Date City Attorney/Date KS-25-265 County Board Res. 25-157 Page 36 of 445 Dakota County Contract #DCA22886 9 Exhibit 1 Project Map Page 37 of 445 Page 38 of 445 Date: 7/7/2025 Proposal with ECSI for the Purchase and Installation of Grand Prairie Park Video Surveillance System Proposed Action Staff recommends adoption of the following motion: Move to approve proposal from ECSI for the purchase and installation of a video surveillance system at Grand Prairie Park. Overview As part of the construction of Grand Prairie Park, a video surveillance system will be installed. Staff has worked with ECSI on a number of similar initiatives including video surveillance installation at Antlers Park. The first phase installation of the video surveillance system includes the purchase and installation of 21 cameras to be centrally located within the park near the park buildings, open-air shelters and parking lots. These vantage points will provide unobstructed monitoring of most amenities in the park. The surveillance system will provide staff oversight of activities at the park and provide visibility to staff on emergent needs. At this time, Staff is recommending that the Mayor and City Council approve proposals from ECSI the purchase and installation of a video surveillance system at Grand Prairie Park in the amount of $125,886.00 Supporting Information 1. Grand Prairie Park Proposal Financial Impact: $125,886.00 Budgeted: Yes Source: Park Bond Referendum Envision Lakeville Community Values: Safety Throughout the Community Report Completed by: Joe Masiarchin, Parks and Recreation Director Page 39 of 445 June 26, 2025 Mr. Trevor Stewert RE: Lakeville Grand Prairie Park CCTV Project V2 For your consideration, ECSI is pleased to provide you with this proposal for the work associated with the above referenced project. This proposal is inclusive of all material and labor as to ensure a complete installation in accordance with the scope listed below. CCTV Project (Base) ECSI will include all the following equipment and labor associated: ▪ (5) Hanwha Dual Head Exterior Cameras ▪ (8) Hanwha Multi-Sensor Cameras ▪ (8) Hanwha Dome Cameras ▪ Camera Mounts ▪ (1) Corrosion Resistant Cabinet Enclosure (Splash Pad Building) ▪ (21) Genetec Licenses ▪ (12) Media Converters ▪ (1) Media Converter for Sprinkler System ▪ (2) Hoffman Enclosures ▪ Lift Rental ▪ Installation and Programming Setup Total Base Amount: $125,886.00 CCTV Project (Add Alternate) ECSI will include all the following equipment and labor associated: ▪ (9) Hanwha Multi-Sensor Cameras ▪ Camera Mounts ▪ (9) Genetec Licenses ▪ (10) Media Converters ▪ Lift Rental ▪ Installation and Programming Setup Total Alternate Amount: $69,856.00 Clarifications & Exclusions ▪ Work to be performed during normal business hours. ▪ AC power (if needed) to be provided by others. ▪ All fiber to be installed, terminated and tested by others. ▪ All Cat6 to be pulled by others. ▪ All conduit to be installed by others. ▪ All cable and fiber are assumed to be tested and functional. If the cable is damaged, City of Lakeville will be notified and ECSI will have to return to complete. ▪ No Server Provided. Page 40 of 445 Warranty: All equipment provided by ECSI is warranted (Parts and Labor) for 1 year. Terms: Our proposal is valid for 60 days. Thank you for the opportunity to provide you with this quotation. If you should have any questions or require further information, please contact me at your convenience. Sincerely, Matt Heise, ECSI Approved By: ______ Business Development Cell – 612-209-6362 Date: Page 41 of 445 Date: 7/7/2025 Joint Powers Agreement with Dakota County for Milling, Bituminous Overlay, Drainage Improvements and City Utility Repairs Along County Highways Proposed Action Staff recommends adoption of the following motion: Move to approve a Joint Power Agreement with Dakota County for Milling, Bituminous Overlay, Drainage Improvements and City Utility Repairs along County State Aid Highways 5/50 and 46, City Project 23-12. Overview Dakota County partnered with the City to complete drainage improvements and City utility maintenance/repairs along County State Aid Highway (CSAH) 5/50 (Kenwood Trail) from CSAH 46 to Jubilee Way, and a trail along CSAH 46 (162nd Street) from CSAH 5 (Kenwood Trail) to Highview Avenue. The work was part of the County's annual pavement preservation program and was constructed in 2023. Programmed City utility maintenance/repairs coincide with County pavement preservation projects to improve the overall performance and effectiveness of the shared City and County stormwater management system and extend the service life (minimize total lifecycle costs) of City sanitary sewer and water infrastructure located along County highways. The Joint Powers Agreement (JPA) establishes City and County project responsibilities and cost participation. The City Council approved a JPA for CP 23-12 on April 17, 2023. However, Dakota County did not execute the JPA and requested the trail pavement preservation along CSAH 46 be added to the project scope. This JPA includes modifications to reflect the additional City cost ($3,420). The City's cost for the drainage improvements and City utility maintenance/repairs is $142,800 and will be financed by the Pavement Management Fund, and Sanitary Sewer and Water Operating Funds. Supporting Information 1. 2023.04.17_JPA DCA20365 Financial Impact: $142,800 Budgeted: Yes Source: Multiple Sources Envision Lakeville Community Values: Good Value for Public Service Report Completed by: Zach Johnson, City Engineer Page 42 of 445 Dakota County Contract No. DCA20365 JOINT POWERS AGREEMENT FOR MILLING, BITUMINOUS OVERLAY, DRAINAGE IMPROVEMENTS, AND CITY UTILITY REPAIRS BETWEEN THE COUNTY OF DAKOTA AND THE CITY OF LAKEVILLE DAKOTA COUNTY PROJECTS 5-56, 46-61 and 50-31 CITY PROJECT 23-12 SYNOPSIS: Dakota County Transportation Department and the City of Lakeville agree to include the necessary storm sewer, sanitary sewer, and watermain repairs in the resurfacing of County State Aid Highway (CSAH) 5 (Kenwood Trail) from CSAH 46 to the I-35 southbound off ramp to CSAH 50, County Project 5-56, trail preservation along CSAH 46 (160th Street W) from CSAH 5 to Highview Ave, County Project 46-61, and resurfacing of CSAH 50 (Kenwood Trail) from I-35 southbound off ramp to CSAH 50 to Jubilee Way, County Project 5-56, in Lakeville, Dakota County. Page 43 of 445 Contract No. DCA20365 Dakota County Projects 5-56, 46-61 and 50-31; City Project 23-12 June 30, 2025 2 THIS AGREEMENT, made and entered into by and between the County of Dakota, referred to in this Agreement as the “County"; and the City of Lakeville, referred to in this Agreement as the “City". WHEREAS, under Minnesota Statutes Section 162.17, subdivision 1 and 471.59, subdivision 1, two governmental units may enter into an agreement to cooperatively exercise any power common to the contracting parties, and one of the participating governmental units may exercise one of its powers on behalf of the other governmental units; and WHEREAS, the County is proceeding with Dakota County Project (DCP) 5-56 to resurface County State Aid Highway (CSAH) 5 (Kenwood Trail), from CSAH 46 to the I-35 southbound off ramp to CSAH 50; and WHEREAS, the County is also proceeding with DCP 46-61 to reclaim the bituminous trail and upgrade pedestrian ramps along CSAH 46 (162nd Street) from CSAH 5 to Highview Avenue; and WHEREAS, the County is also proceeding with DCP 50-31 to resurface CSAH 50 (Kenwood Trail) from the I-35 southbound off ramp to CSAH 50 to Jubilee Way, in Lakeville (DCP 5-56, DCP 46- 61 and DCP 50-31 together termed the “Project”); and WHEREAS, the City desires to repair storm sewer, sanitary sewer and watermain infrastructure along these sections of CSAH 5, CSAH 46 and CSAH 50 (the “City Work”); and WHEREAS, it is considered mutually desirable to include the City Work in the Project and perform the City Work in conjunction therewith; and WHEREAS, the County and the City have included these respective improvements in their Capital Improvement Programs and will jointly participate in the costs of said improvements as further defined herein. NOW, THEREFORE, it is agreed that the County and the City will share responsibilities and costs associated with the Project and any City Work performed in connection therewith as follows: Page 44 of 445 Contract No. DCA20365 Dakota County Projects 5-56, 46-61 and 50-31; City Project 23-12 June 30, 2025 3 1. County Highway and Trail Resurfacing. The County shall be solely responsible for the costs of the milling and bituminous overlay of both CSAH 5 from CSAH 46 to the I-35 southbound off ramp to CSAH 50 and CSAH 50 from the I-35 southbound off ramp to CSAH 50 to Jubilee Way. The County shall also be responsible for the costs of reclaiming the bituminous shared-use trail along CSAH 46 from CSAH 5 to Highview Avenue. 2. Storm Sewer Utility Repairs. The County and City shall share all costs associated with the repairs to storm sewer systems made as part of the Project. The County shall pay 80% of the storm sewer utility repair costs, and the City shall pay 20% of the storm sewer utility repair costs. The City shall be responsible for inspecting and approving this work. Further, the County and City shall be responsible for the maintenance of all such facilities after completion of the Project, including expiration of any warranty period, in accordance with the terms and conditions of the current adopted Maintenance Agreement for Storm Sewer Systems (Dakota County Contract No. C0025412). 3. Sanitary Sewer and Watermain – City Utility Repairs. The City shall be solely responsible for: a) all costs associated with utility repairs to sanitary sewer and watermain systems made as part of the Project; b) inspecting and approving said utility work; and c) maintaining all such facilities after the completion of the Project, including expiration of any warranty period. 4. Plans, Specifications, and Award of Contract. The County shall prepare the complete preservation plans, specifications, and contract documents for County Projects 5-56, 46-61 and 50-31 consistent with State Aid design standards and the Dakota County Transportation Plan. The City shall be responsible for inventorying and identifying necessary storm sewer, sanitary sewer, and watermain system repairs, and preparing plans and specifications to be incorporated into the County’s plans and specifications. The utility repair plans shall be in accordance with City standards unless the City and County mutually agree on the alternative specifications. The County Board will award the contract for construction to the lowest responsible bidder in accordance with state law. Page 45 of 445 Contract No. DCA20365 Dakota County Projects 5-56, 46-61 and 50-31; City Project 23-12 June 30, 2025 4 5. Payment. The County will administer the contract and act as the paying agent for all payments to the Contractor. Payments to the Contractor will be made as the Project work progresses and when certified by the County Engineer. The County will invoice the City for the City share of Project costs. Upon presentation of an itemized claim by one party to the other, the receiving party shall reimburse the invoicing party for its share of the costs incurred under this agreement within 35 days from the presentation of the claim. If any portion of an itemized claim is questioned by the receiving party, the remainder of the claim shall be promptly paid, and accompanied by a written explanation of the amounts in question. Payment of any amounts in dispute will be made following good faith negotiation and documentation of the actual costs incurred in carrying out the work. 6. Amendments. Any amendments to this Agreement will be effective only after approval by both parties’ governing bodies and execution of a written amendment document by the duly authorized officials of each party. 7. Effective Dates. This Agreement will be effective upon execution by the duly authorized officials of each parties’ governing body and shall continue in effect until all work to be carried out in accordance with this Agreement has been completed. In no event will this Agreement continue in effect after December 31, 2025, unless the parties mutually agree to an extension of the Project term. 8. Change Orders and Supplemental Agreements. Any change orders or supplemental agreements that affect the Project cost participation must be approved by the duly authorized officials of each party prior to execution of work. Both parties shall endeavor to provide timely approval of change orders and supplemental agreements so as not to delay construction operations. 9. Final Completion. Final completion of the Project must be approved by both the County and the City. The contractor shall provide a maintenance bond for the City Work. The warranty period for materials and workmanship shall be two years from the date of final acceptance by the City, as approved by the City Engineer. The County shall include this requirement in the contract documents. Page 46 of 445 Contract No. DCA20365 Dakota County Projects 5-56, 46-61 and 50-31; City Project 23-12 June 30, 2025 5 10. Pavement Maintenance. Upon acceptance of the Project by the County and City, the County shall be responsible for all pavement maintenance within the County right-of-way. 11. Subsequent Excavation. After completion of the Project, and after expiration of the warranty period, if excavation within the County right-of-way is necessary to repair or install City utilities, the City shall apply for a permit from the County and shall be responsible to restore the excavated area and road surface to its original condition at the time of disturbance. If the City fails to have the highway properly restored, the County Engineer may have the work done and the City shall pay for the work within 35 days following receipt of a written claim by the County. 12. Rules and Regulations. The County and the City shall abide by Minnesota Department of Transportation standard specifications, rules and contract administration procedures, and State statutes as applicable to carrying out the work contemplated in this Agreement unless amended by the contract documents. 13. Indemnification. The County agrees to defend, indemnify, and hold harmless the City against any and all claims, liability, loss, damage, or expense arising under the provisions of this Agreement and caused by or resulting from negligent acts or omissions of the County and/or those of County employees or agents. The City agrees to defend, indemnify, and hold harmless the County against any and all claims, liability, loss, damage, or expense arising under the provisions of this Agreement for which the City is responsible, including future operation and maintenance of facilities owned by the City and caused by or resulting from negligent acts or omissions of the City and/or those of City employees or agents. All parties to this Agreement recognize that liability for any claims arising under this Agreement are subject to the provisions of the Minnesota Municipal Tort Claims Law; Minnesota Statutes, Chapter 466. In the event of any claims or actions filed against either party, nothing in this Agreement shall be construed to allow a claimant to obtain separate judgments or separate liability caps from the individual parties. The County shall include the City as additional insured in the contract documents. Page 47 of 445 Contract No. DCA20365 Dakota County Projects 5-56, 46-61 and 50-31; City Project 23-12 June 30, 2025 6 14. Employees of Parties. Any and all persons engaged in the work to be performed by the County shall not be considered employees of the City, for any purpose, including Worker’s Compensation, and any and all claims that may or might arise out of said employment context on behalf of said employees while so engaged. Any and all claims made by any third party as a consequence of any act or omission on the part of the County’s employees while so engaged on any of the work contemplated herein shall not be the obligation or responsibility of the City. Any and all persons engaged in the work to be performed by the City shall not be considered employees of the County for any purpose, including Worker’s Compensation, and any and all claims that may or might arise out of said employment context on behalf of said employee while so engaged. Any and all claims made by any third party as a consequence of any act or omissions of the part of the City’s employees while so engaged on any of the work contemplated herein shall not be the obligation or responsibility of the County. 15. Audits. Pursuant to Minnesota Statutes Sec 16 C. 05, Subd. 5, any books, records, documents, and accounting procedures and practices of the County and the City relevant to this Agreement are subject to examination by the County or the City and either the Legislative Auditor or the State Auditor as appropriate. The County and the City agree to maintain these records for a period of six years from the date of performance of all services covered under this Agreement. 16. Integration and Continuing Effect. The entire and integrated agreement of the parties contained in this Agreement shall supersede all prior negotiations, representations or agreements between the City and the County regarding the Project; whether written or oral. All agreements for future maintenance or cost responsibilities shall survive and continue in full force and effect in accordance with the Dakota County Transportation Plan after completion of the construction provided for in this Agreement. Page 48 of 445 Contract No. DCA20365 Dakota County Projects 5-56, 46-61 and 50-31; City Project 23-12 June 30, 2025 7 17. Authorized Representatives. The authorized representatives for the purpose of the administration of this Agreement are: Erin Laberee (or successor) Zach Johnson (or successor) Dakota County Engineer City of Lakeville Engineer 14955 Galaxie Avenue 20195 Holyoke Avenue Apple Valley, MN 55124 Lakeville, MN 55044 (952) 891-7100 (952) 985-4500 erin.laberee@co.dakota.mn.us zjohnson@lakevillemn.gov All notices or communications required or permitted by this Agreement shall be either hand delivered or mailed by certified mail, return receipt requested, to the above addresses. Either party may change its address by written notice to the other party. Mailed notice shall be deemed complete two business days after the date of mailing. [SIGNATURE PAGE TO FOLLOW] Page 49 of 445 IN WITNESS THEREOF, the parties have caused this Agreement to be executed by their duly authorized representative. CITY OF LAKEVILLE RECOMMENDED FOR APPROVAL: By City Engineer Mayor Date (SEAL) By City Clerk Date COUNTY OF DAKOTA RECOMMENDED FOR APPROVAL: __________________________ By __ County Engineer Physical Development Director Date APPROVED AS TO FORM: Assistant County Attorney Date COUNTY BOARD RESOLUTION KS____________ No. 23-075 Date: February 28, 2023 Page 50 of 445 Date: 7/7/2025 OLAM Lakeville Industrial Property Alternative Urban Areawide Review (AUAR) Proposed Action Staff recommends adoption of the following motion: Move to approve a resolution adopting the Final Alternative Urban Areawide Review (AUAR) for the OLAM Lakeville Industrial property. Overview OLAM Holdings 1, LLC is proposing to develop 152 acres of vacant land on four parcels located south of 215th Street W; west of Jacquard Avenue and east of Kaparia Avenue. OLAM Holdings 1, LLC intends to develop the site with industrial park development that will consist of warehouse, distribution, and manufacturing type businesses. Because of the overall size of the proposed development, the State of Minnesota requires an environmental review of the proposed development scenarios and the associated infrastructure. The AUAR process is in lieu of the preparation of an Environmental Impact Statement (EIS). Two development scenarios were evaluated. Scenario one includes multiple buildings for a total of 1,360,000 sq. ft. of proposed light industrial development. Scenario two includes multiple buildings for a total of 1,075,000 sq. ft. of industrial and 285,000 sq. ft. of office park development. OLAM Holdings 1, LLC retained Kimley-Horn to prepare the AUAR. Because of the size and nature of the proposed development on the OLAM Holdings property, a Draft AUAR was published on April 22, 2025, in the MN Environmental Quality Board’s (EQB) EQB Monitor for public review and comment as part of the AUAR process. Comments were received from Dakota County, MN Department of Natural Resources, Metropolitan Council, MN Pollution Control Agency, MN Dept of Health, City of Elko New Market, and Vermillion River Watershed. Those comments were considered and incorporated into the Final AUAR draft. The Final AUAR draft was published in the EQB Monitor for public review and comment on June 24, 2025, and no objections were received. A copy of the final document is available upon request. Supporting Information 1. Final AUAR Resolution_OLAM 2. Study Area 3. scenario 1 4. scenario 2 Page 51 of 445 Financial Impact: $0 Budgeted: No Source: Envision Lakeville Community Values: Diversified Economic Development Report Completed by: Tina Goodroad, Community Development Director Page 52 of 445 (Reserved for Dakota County Recording Information) CITY OF LAKEVILLE RESOLUTION NO. 25-____ A RESOLUTION AUTHORIZING THE ADOPTION OF THE OLAM LAKEVILLE INDUSTRIAL FINAL ALTERNATIVE URBAN AREAWIDE REVIEW (AUAR) 2025 WHEREAS, an AUAR has been completed for the project pursuant to Minnesota Rules 4410, which identifies and assesses the environmental impacts and mitigation measures associated with the Olam Lakeville Industrial Development Study Area; and WHEREAS, the Olam Lakeville Industrial property is located on 152 acres on 4 parcels south of 215th W St (CSAH 70); and WHEREAS, the AUAR was completed pursuant to Minnesota Rule 4410,3610; and WHEREAS, the AUAR was distributed for the required 30-day comment period, revised based on comments, and redistributed for the required 10-day objection period; and WHEREAS, comments received on the AUAR have generated information adequate to determine mitigation measures associated with the potential development in the area; and WHEREAS, the comments received and the City’s responses to these comments are included in the public record for the AUAR; and WHEREAS, development of the Olam Lakeville Industrial Study Area is expected to comply with all Lakeville and review agency standards as well as the mitigation measures outlined in the AUAR; NOW THEREFORE BE IT RESOLVED, by the City Council of Lakeville, MN that the City of Lakeville adopts the Olam Lakeville Industrial Development AUAR dated June 2025. Page 53 of 445 ADOPTED by the Lakeville City Council this 7th day of July 2025 CITY OF LAKEVILLE Luke Hellier, Mayor ATTEST: _______________________ Ann Orlofsky, City Clerk Page 54 of 445 Page 55 of 445 Page 56 of 445 Page 57 of 445 Date: 7/7/2025 Agreement with HKGi for Services Pertaining to the Development of the 2026-2036 Parks System Master Plan Proposed Action Staff recommends adoption of the following motion: Move to approve agreement with HKGi for Services Pertaining to the Development of the 2026-2036 Parks System Master Plan. Overview Over the last ten years, staff has utilized the 2015 Parks, Trails and Open Space Plan to guide park & trail development, expansion, improvements and future need for park spaces throughout the community. As many of the initiatives outlined in the plan have come to fruition and new recreational needs are identified with community growth, the need for an updated plan has been identified. In April of this year, staff developed and published an RFP for the 2026-2036 Parks System Master Plan. The scope of work in the RFP included a number of elements: • An inventory of existing parks/facilities with recommendations for future needs • A review of existing trails and greenways • A strategy for future parks, trails and open spaces • Public engagement • Creation of an implementation plan Staff received five proposals, proposals were reviewed by staff and select members of the Parks, Recreation and Natural Resources Committee. Each consultant proposal was rated on various factors including: • Project Management • Public/Community Engagement • Needs Assessment • Community Profile • System Analysis • Strategic Vision • Implementation Plan Development Consultant interviews were completed in early June with staff from Parks and Community Development. HKGi was selected as the consultant to complete the 2026-2036 Parks System Page 58 of 445 Master Plan. The total cost of their services in developing this plan is $156,800.00 with the project being completed by fall of 2026. Though this was not budgeted in the 2025 budget, staff worked with the Finance Department to identify available funding in the Park Dedication Fund for the 2025 portion of the project. Funding for the 2026 portion of the project will be included in budget planning for the upcoming year. The project will kick off in 2025 with public engagement initiatives, a review of existing parks system conditions and a needs assessment. This long-term strategic plan will be instrumental in the coming years to meet the needs of the community’s recreational needs. Supporting Information 1. Agreement with HKGi 2. Attachment A - Work Plan Financial Impact: $156,800.00 Budgeted: No Source: Park Dedication Fund Envision Lakeville Community Values: Design that Connects the Community Report Completed by: Joe Masiarchin, Parks and Recreation Director Page 59 of 445 800 Washington Ave. N., Suite 207, Minneapolis, MN 55401 Ph (612) 338-0800 June 24, 2025 Joseph Masiarchin, Parks & Recreation Director City of Lakeville 20195 Holyoke Avenue Lakeville, MN 55044 Subject: An Agreement between the City of Lakeville and HKGi for services pertaining to the Parks System Master Plan Dear Mr. Masiarchin: This letter outlines a Scope of Services, Fee Schedule and other elements which together constitute an agreement between the CITY OF LAKEVILLE hereinafter referred to as the CLIENT, and HKGi, hereinafter referred to as the CONSULTANT for PARK SYSTEM MASTER PLAN, hereinafter referred to as the PROJECT. The CLIENT and CONSULTANT agree as set forth below: A. BASIC SERVICES The CONSULTANT’S basic services for the PROJECT are as provided in Attachment A Work Plan. B. ADDITIONAL SERVICES The CONSULTANT and the CLIENT may agree in writing to amend this Contract for additional services related to the PROJECT and compensation for such services. The following services have not been requested by the CLIENT but are available upon written authorization. 1. Meetings in addition to those specified in Paragraph A above. 2. Services or Deliverables not specifically identified in Paragraph A above. C. FEES FOR PROFESSIONAL SERVICES The CONSULTANT agrees to complete the scope of work contained in Paragraph A in exchange for professional fee compensation as noted below. The CLIENT agrees to pay the CONSULTANT for PROJECT services rendered as follows: 1. For the CONSULTANT’S Basic Services described in Paragraph A above, a fee based on the CONSULTANT’S current hourly rate schedule (see Attachment B) not-to- exceed $156,800 inclusive of expenses as noted in Paragraph A. Page 60 of 445 City of Lakeville – Parks System Master Plan June 24, 2025 Page 2 2. For the CONSULTANT’S Additional Services described in Paragraph B, a fee based on the CONSULTANT’S current hourly rate schedule plus incidental expenses or a negotiated fee. 3. Invoices will be submitted electronically (PDF form) to the CLIENT via email on a monthly basis as work is completed and shall be payable within 30 days in accordance with this Agreement. 4. The CONSULTANT reserves the right to suspend services if the CLIENT is delinquent in making payments in accordance with this Agreement. D. CLIENT’S RESPONSIBILITY The CLIENT shall be responsible for the following: 1. Assembly of background information including, but not limited to digital copies of all files, pertinent plans, aerial photographs, base maps, inventory data, available GIS mapping, limited to those that are reasonably available. 2. Arrangements and notification for public meetings and stakeholder meetings. 3. Reproduction and distribution of Project reports as deemed necessary and not otherwise specified in Paragraph A. 4. Participation in team workshops as needed. 5. Presentation of draft materials to stakeholder groups as required. 6. Provide traffic and municipal engineering support to the project as needed. E. INSURANCE CONSULTANT shall maintain insurance of the kind and in the amounts shown below for the life of the contract. Certificates for General Liability Insurance should state that the CLIENT, its officials, employees, agents and representatives are Additional Insureds. The CLIENT reserves the right to review CONSULTANT’s insurance policies at any time to verify that contractual requirements have been met. 1. Commercial General Liability Insurance $2,000,000 per occurrence $3,000,000 general aggregate $300,000 damage to rented premises $15,000 medical expenses 2. Umbrella Liability $1,000,000 per occurrence $1,000,000 general aggregate Page 61 of 445 City of Lakeville – Parks System Master Plan June 24, 2025 Page 3 $10,000 self-insured retention 3. Worker’s Compensation and Employer’s Liability a. Worker’s Compensation per Minnesota Statutes b. Employer’s Liability $500,000 per accident; $500,000 per employee; $500,000 per disease policy limit. 4. Professional Liability Insurance $2,000,000 per claim $4,000,000 annual aggregate F. COMPLETION SCHEDULE The services of the CONSULTANT will begin upon CLIENT approval and will, absent of causes beyond the control of the CONSULTANT, be completed within SIXTEEEN MONTHS of the date that the CLIENT executes this agreement. G. NONDISCRIMINATION The CONSULTANT agrees not to discriminate by reason of age, race, religion, color, sex, national origin, or handicap unrelated to the duties of a position, of applicants for employment or employees as to terms of employment, promotion, demotion or transfer, recruitment, layoff or termination, compensation, selection for training, or participation in recreational and educational activities. H. EQUAL OPPORTUNITY During the performance of this Contract, the CONSULTANT, in compliance with Executive Order 11246, as amended by Executive Order 11375 and Department of Labor regulations 41 CFR Part 60, shall not discriminate against any employee or applicant for employment because of race, color, religion, sex or national origin. The CONSULTANT shall take affirmative action to insure that applicants for employment are employed, and that employees are treated during employment, without regard to their race, color, religion, sex or national origin. Such action shall include, but not be limited to, the following: employment, upgrading, demotion, transfer; recruitment or recruitment advertising; layoff or termination, rates of pay or other forms of compensation; and selection for training, including apprenticeship. The CONSULTANT shall post in conspicuous places available to employees and applicants for employment notices to be provided by the Government setting forth the provisions of this nondiscrimination clause. The CONSULTANT shall state that all qualified applicants will receive consideration for employment without regard to race, color, religion, sex, or national origin. The CONSULTANT shall incorporate the foregoing requirements of this paragraph in all of its subcontracts for program work, and Page 62 of 445 City of Lakeville – Parks System Master Plan June 24, 2025 Page 4 will require all of its subcontractors for such work to incorporate such requirements in all subcontracts for program work. I. INDEMNIFICATION CONSULTANT agrees to indemnify and hold the CLIENT harmless, and their respective officers, employees, agents, and representatives, from and against liability for all claims, losses, damages, and expenses, including reasonable attorneys fees, to the extent such claims, losses, damages or expenses are caused by the CONSULTANT'S negligent acts, errors, or omissions. J. TERM, TERMINATION, SUCCESSORS AND/OR ASSIGNS 1. The Term of this Agreement shall be concurrent with the work authorized and shall be in accordance with the schedule to be established between the CLIENT and the CONSULTANT. 2. Either party may terminate this Agreement by written notice to the other party at its address by certified mail at least ten (10) days prior to the date of termination. 3. Neither the CLIENT nor the CONSULTANT shall assign, sublet or transfer its interest in this Agreement without the written consent of the other. 4. The time schedule shall not apply and/or time extensions will be allowed for any circumstances beyond the control of the CONSULTANT. 5. This Agreement shall be governed by all applicable laws. 6. Upon termination, Consultant shall be entitled to fees earned through the effective date of termination. K. DISPUTES In the event the CLIENT and CONSULTANT are unable to reach agreement under the terms of this contract, disputes shall be resolved using alternative dispute resolution (ADR). L. REVOCATION If this agreement is not signed and accepted by both parties within 90 days of the contract date, it shall become null and void. M. AUTHORIZATION IN WITNESS WHEREOF, The CLIENT and the CONSULTANT have made and executed this Agreement for Professional Services, Page 63 of 445 City of Lakeville – Parks System Master Plan June 24, 2025 Page 5 This day of , 2025 CLIENT CITY OF LAKEVILLE Mayor, City of Lakeville Luke Hellier Title City Clerk, City of Lakeville Ann Orlofsky Title CONSULTANT HKGi President Name: Bryan Harjes Title: Page 64 of 445 Attachment A - Work Plan We have adjusted the tasks from the RFP to align with the sequencing of the project, but all bullet points from the RFP have been addressed in below. Task 1: Project Management The project management task will extend throughout the course of the entire project. We will have a kickoff meeting with the Project Management Team (PMT) to cover schedule, data needs, project plan and purpose, contact information, and public engagement approach. Based on this meeting, HKGi will begin compiling and reviewing background materials, budgets, GIS mapping, and other necessary data. We will also maintain a standing meeting on an approximately bi-weekly timeframe between City and HKGi project managers. A project schedule will be used and updated at each of these meetings to ensure timely progress through each task. We will also use this schedule to keep a running “to-do” list of items for both HKGi and the City. In order to keep the PMT, City officials, and other interested parties up to date, we will provide a written update monthly to staff and for posting on the project website. It will cover what has been accomplished and what is coming up in the process, particularly with regards to public engagement and other events. MEETINGS: »PMT Kickoff »Ongoing Staff Check-In meetings DELIVERABLES: »Project Schedule (to be updated as the project progresses) »Finalized Stakeholder Engagement Plan »Project Website »Monthly Updates Task 2: Public Engagement HKGi will also work with staff to finalize the approach to public engagement. This includes tools used for engagement, identification of stakeholders, contact information, schedules of events and other outreach efforts. Each step of public engagement is done as part of a larger task, with a general breakdown as follows: TASK 1 ENGAGEMENT ACTIVITIES: Project Management »Finalize Stakeholder Engagement Plan »Project Website TASK 3 ENGAGEMENT ACTIVITIES: Existing Conditions »Preliminary Online Survey We expect to develop an online survey at the beginning of the project that helps us “take the pulse” of the community with regards to parks and recreation. »Statistically Valid Survey (Additional Services) HKGi will work with the City and a specialized research firm to prepare a statistically valid survey that reflects the make-up of Lakeville and is representative of the larger population. Findings will be presented in a clear and understandable manner to help decision makers representing the City. TASK 4 ENGAGEMENT ACTIVITIES: Needs Assessment »Stakeholder Meetings (up to 4) We will meet with key stakeholders to understand their issues and opportunities in the park system today. Examples of stakeholders could include Dakota County, the School District, youth athletics, seniors, etc. »Social Pinpoint Mapping #1 – Park Needs We will utilize an online mapping tool that allows people to provide site specific feedback and ideas. »Open House #1 – Park Needs and Vision Kickoff HKGi will host an open house at the City to solicit more feedback about needs and use this time as an opportunity to kickoff the visioning portion of the system plan. PARKS SYSTEM MASTER PLAN/ LAKEVILLE, MINNESOTA i Page 65 of 445 »Pop Up #1 – Park Needs and Vision Kickoff (Additional Services) In addition to the open house, we will engage the community at an existing event to get more feedback about needs. TASK 5 ENGAGEMENT ACTIVITIES: Strategic Vision and Recommendations »Stakeholder Meetings (up to 4) We will reconvene with key stakeholders to review the vision and recommendations. »Social Pinpoint or Survey #2 – Vision Evaluation HKGi will utilize an online platform such as social pinpoint or surveymonkey to evaluate different vision ideas for the system. »Open House #2 – Vision Evaluation and Implementation Kickoff Using an open house format, we will gather public input about the Vision and to start the conversation about implementation in the plan. »Pop Up #2 – Vision and Implementation (Additional Services) In addition to the open house, we will engage the community at an existing event to get more feedback about the desired direction for the park system. TASK 7 ENGAGEMENT ACTIVITIES: Draft and Final Report and Approvals »Posting of Plan for comment We will post the draft plan online and provide hard copies for review at appropriate locations, such as City Hall or the Library. Task 3: Existing Conditions We will look at the current and projected demographic profile of Lakeville, especially as it is distributed around the community. We will use the Met Council’s demographics as a starting point, but dive deeper into service areas, considering variables such as tenure, income, language, family size, race, and population density. We will look at the system today, including connectivity, trails, open space, and accessibility and provide findings that will inform the needs assessment in the next task. Lakeville’s park system also exists as part of a larger recreation system. Dakota County, the school district, neighboring communities, and private entities all provide recreation offerings in or near Lakeville. Residents benefit from these facilities, and the City should take them into account so as not to duplicate services or to consider opportunities for collaboration. Existing conditions in the park system are the starting point for evaluating any future reinvestment. We will start our evaluations with a site tour from staff to see the highlights, issues, and opportunities in the system today. We will follow that up with individual inventory trips. Facilities in good condition will be a focus of ongoing maintenance while those features that are reaching the end of their lifespan should be evaluated for upcoming replacement and/or the opportunity to do something different in that location. The project team will build on the City’s Cartegraph mapping to inventory the “capital level” assets in the parks. This includes elements that would be considered in a CIP, such as playgrounds, ballfields, courts, parking lots, shelters, trails, and park buildings. As a base, we will develop an online survey that asks about how people use the parks today and what they feel is missing. As an additional service option, we can provide a statistically valid phone survey that matches ii Page 66 of 445 the demographic makeup of the City. This may also be used to discuss support for “big idea” concepts to introduce new recreational offerings in the City. DELIVERABLES: »Existing Conditions Chapter »Survey Results Task 4: Needs Assessment We will analyze and review park properties throughout the system, and work with staff to identify missing pieces and opportunities within the park system. Mapping will help determine where geographic gaps exist. Using National Recreation and Park Association (NRPA) metrics, we will evaluate the system for surpluses and deficits of certain features. When developing a needs assessment, HKGi considers the existing and future demographics of a community. Age, household structures, income, and immigration can all provide unique insights into what a community needs for recreation. HKGi will also work with the City’s Cartegraph mapping and the asset inventory to review necessary replacements. We will examine the current funding structure, including the fee structures related to park dedication, as well as other funding mechanisms. These will be cross referenced with current replacement needs and anticipated growth to identify surpluses or shortfalls relative to the current 10 year CIP and other anticipated needs. HKGi will facilitate up to 4 stakeholder meetings in order to get a better handle on specific issues in the park system. These groups will be identified with City direction. Examples of stakeholders could include youth athletics, senior citizens, or other recreation providers (Dakota County, neighboring communities, Schools). These meetings allow us to have more focused discussions on specific topics. Additionally, HKGi will host a more general open house to present findings, and further listen to community needs and desires. Lastly, we will utilize a mapping feedback tool like Social Pinpoint to gather site specific feedback. We will consider unique and emerging trends and see whether specific needs are being met in the community. Each of these variables helps tell part of the story about the park system, but none will tell the whole story. It is important that our findings do not just reflect back stats, but that there are key takeaways related to each variable. At the conclusion of task 4, we will participate in a “State of the Parks” meeting with elected officials to discuss what we’ve found to date. This is typically a joint meeting of the PRNRC and City Council. MEETINGS: »Stakeholder Meetings (up to 4) »Open House #1 »State of the Parks joint work session DELIVERABLES: »Needs Assessment Chapter »Social Pinpoint Mapping Findings Task 5: Strategic Vision and Recommendations Using what we’ve learned through the Existing Conditions and Needs Analysis, we will prepare a vision statement that describes where the Park System should be headed in the next 10 years and long term. This will be paired with guiding principles that are focused at a system level. Each guiding principle will include clear, measurable goals. We recognize that the vision will set the course for Lakeville as it continues to build out. The decisions made now will shape the type of system the City has for long into the future. The vision will address different issues related to park and recreation buildout. Items will be determined during the process, but likely topics include: »Park Service Area Model »Acquisition and Dedication Approach »Neighborhood Park Strategies (Locations and Amenities) PARKS SYSTEM MASTER PLAN/ LAKEVILLE, MINNESOTA iii Page 67 of 445 »Community Scale Park Strategies »Connectivity Approach »Evaluation of “Big Ideas” We will utilize both online (survey/social pinpoint) and in-person (open house) options to evaluate these approaches and vision for the park system. MEETINGS: »Stakeholder Meetings (up to 4) »Open House #2 DELIVERABLES: »Vision and Recommendations Chapter »Survey or Social Pinpoint #2 Findings Task 6: Implementation For upcoming projects, we will incorporate them into a prioritization framework developed in coordination with the City. Variables for prioritization will be identified in task 5, and task 6 will refine the scoring methodology. We will also compare the costs of implementing recommendations with historic financial outlays to give the City of what these changes may cost, relative to past budgets. Based on need, available budget, and feature lifespan, recommendations will be sorted into an implementation schedule and short term projects will be incorporated into the City’s CIP planning process. HKGi will also work with the City to refine phasing strategies based on need and available funding. Inevitably in the future, the City will receive requests for projects that are not in the park system plan. The implementation chapter will include a worksheet to evaluate new proposals and score them relative the City’s other projects. Finally, HKGi will also prepare an overview of funding strategies and match those to priority recommendations in the document and asset management tool. Because certain sources of money come with restrictions on how it can be spent, it is imperative that the City understand what sources pair with specific kinds of projects. We will participate in a PRNRC Meeting to review the vision and implementation and to give commissioners a look at the report direction prior to it going out for public review. MEETINGS: »PRNRC Meeting DELIVERABLES: »Updated CIP recommendations »Asset management tool »Prioritization/Decision making framework »New Project Worksheet »Implementation Chapter Task 7: Draft and Final Report Reviews and Approvals The findings and reporting from each of the tasks will be the basis for different chapters in the plan. Task 7 includes development and layout of plan content. The plan document will be thoughtfully organized, graphically compelling, and easy to read and use. A draft of the plan will be posted for public comment. Task 7 also includes bringing the plan to PRNRC for recommendation, and City Council for approval. The final plan will be provided digitally and printed. We will also provide a public engagement summary, all GIS and other background data, and the final asset management tool files and directions for use. The asset management tool is intended to be an ongoing tool for the City to manage future CIP planning and to manage assets as needs arise. MEETINGS: »PRNRC Meeting »City Council Meeting DELIVERABLES: »Draft Report »Public Comment Summary »Final Report »All associated files iv Page 68 of 445 AUG ‘25SEPOCTNOVDECJAN ‘26FEBMARAPRMAYJUNJULAUGSEPTASK 1 PROJECT MANAGEMENT TASK 2 PUBLIC ENGAGEMENT TASK 3 EXISTING CONDITIONS TASK 4 NEEDS ASSESSMENT TASK 5 STRATEGIC VISION AND RECOMMENDATIONS TASK 6 IMPLEMENTATION PLAN TASK 7 DRAFT AND FINAL REPORT AND APPROVALS PROJECT TIMELINE The table below outlines our anticipated timeline for conducting the work plan presented earlier in this proposal. One of our first tasks will be to confirm this schedule or modify it to best fit the City’s needs and the needs of the project. We will also work with City staff to add detailed dates, as appropriate, for the milestones illustrated below. Kick-Off Meeting w/Staff Stakeholder Meetings (up to 4) Stakeholder Meetings (up to 4) Final Report Approval OPEN HOUSE #1 AND POP UP EVENT: Parks Needs & Vision Kickoff PMT Meeting PMT Meeting PMT Meeting PMT Meeting State of the Parks Joint work Session OPEN HOUSE #2 AND POP UP EVENT: Vision Evaluation & Implementation Kickoff Draft Report Public Review & Comment Preliminary Online Survey SOCIAL PINPOINT MAPPING #1: Park Needs SOCIAL PINPOINT OR SURVEY #2: Vision Evaluation Bi-Weekly Progress Meetings w/Staff Project Manager throughout the project Engagement activities listed below during their associated tasks Statistically Valid Phone Survey PARKS SYSTEM MASTER PLAN/ LAKEVILLE, MINNESOTA v Page 69 of 445 FEE PROPOSAL Page 70 of 445 COST PROPOSAL FEE 2025 2026 TASK 1 PROJECT MANAGEMENT $11,500 $4,600 $6,900 TASK 2 PUBLIC ENGAGEMENT $17,700 $6,800 $10,900 TASK 3 EXISTING CONDITIONS $13,700 $13,700 TASK 4 NEEDS ASSESSMENT $20,200 $10,100 $10,100 TASK 5 STRATEGIC VISION AND RECOMMENDATIONS $24,800 $24,800 TASK 6 IMPLEMENTATION PLAN $11,400 $11,400 TASK 7 DRAFT AND FINAL REPORT AND APPROVALS $21,500 $21,500 SUBTOTAL $120,800 $35,200 $85,600 EXPENSES (PRINTING, MILEAGE, PROJECT MATERIALS)$1,000 $300 $700 REQUESTED ADDITIONAL SERVICES STATISTICALLY VALID SURVEY $25,000 $25,000 ADDITIONAL OPEN HOUSE/POP-UP STYLE MEETINGS (EA)2 X $5,000 $5,000 $5,000 NOT-TO-EXCEED TOTAL FEE & EXPENSES $156,800 $65,500 $91,300 FEE PER TASK PROPOSAL The table below contains our proposed fee per task to conduct the work plan contained in this proposal. Cost estimates for the desired optional tasks are included at the end of the work plan. Anticipated costs for 2025 and 2026 are separated. PARKS SYSTEM MASTER PLAN/ LAKEVILLE, MINNESOTA 01 Page 71 of 445 Date: 7/7/2025 Divine Encounter Church Conditional Use Permit Proposed Action Staff recommends adoption of the following motion: Move to approve the conditional use permit and adopt the findings of fact for Divine Encounter Church. Overview Divine Encounter Church has submitted a conditional use permit application and plans for a religious institution to be located at 17685 Juniper Path. The Church is proposed to occupy 2,385 square feet of an existing 36,623-square-foot, multi-tenant building. The subject property is zoned C-3, General Commercial District, which allows religious institutions by a conditional use permit. Church representatives anticipate approximately 50 attendees for weekly Sunday worship services. Seventeen parking spaces are required for the church use and 154 spaces are available on site. There are no proposed changes to the exterior of the building. The Planning Commission held a public hearing on June 26, 2025 to consider the conditional use permit request and there were no public comments at the public hearing. The Planning Commission unanimously recommended approval, subject to five stipulations. Supporting Information 1. Conditional Use Permit 2. Findings of Fact 3. June 26, 2025 Draft PC Recommendation 4. Planning Report - June 26, 2025 Financial Impact: N/A Budgeted: No Source: Envision Lakeville Community Values: A Sense of Community and Belonging Report Completed by: Heather Botten, Senior Planner Page 72 of 445 1 (Reserved for Dakota County Recording Information) CITY OF LAKEVILLE DAKOTA COUNTY, MINNESOTA CONDITIONAL USE PERMIT NO. 25-_____ 1. Permit. Subject to the terms and conditions set forth herein, the City of Lakeville hereby approves a Conditional Use Permit for Divine Encounter Church to allow a religious institution in the C-3, General Commercial District located at 17685 Juniper Path. 2. Property. The permit is for the following described property in the City of Lakeville, Dakota County, Minnesota: Lot 2, Block 3, Argonne Park, according to the recorded plat thereof, Dakota County, Minnesota. 3. Conditions. This conditional use permit is issued subject to the following conditions: a. The floor plan shall be consistent with the plan and narrative described in the application and approved by the City Council to ensure compliance with Zoning Ordinance requirements. b. A building permit shall be issued prior to commencing interior alterations on the building interior that require a permit. c. Signs shall require a sign permit and must meet Zoning Ordinance requirements. d. Parking shall be restricted to the on-site parking lot and shall not occur on any public street. e. Any cumulative increase of more than 20% in the lease space of 2,385 square feet requires an amendment to the conditional use permit. 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. Page 73 of 445 2 DATED: July 7, 2025 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 7th day of July 2025 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 74 of 445 1 CITY OF LAKEVILLE DAKOTA COUNTY, MINNESOTA DIVINE ENCOUNTER CHURCH CONDITIONAL USE PERMIT FINDINGS OF FACT AND DECISION On June 26, 2025 the Lakeville Planning Commission met at its regularly scheduled meeting to consider the application of Divine Encounter Church for a conditional use permit to allow a religious institution use in the C-3, General Commercial District located at 17685 Juniper Path. The Planning Commission held 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 located in Planning District No. 1 of the 2040 Comprehensive Plan, which guides the property for commercial uses. 2. The property is currently zoned C-3, General Commercial District. 3. The legal description of the property is: Lot 2, Block 3, Argonne Park according to the recorded plat thereof, Dakota County, Minnesota. 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 religious institution is a use consistent with the policies and provisions of Planning District 1 of the 2040 Comprehensive Land Use Plan. b. The proposed use is or will be compatible with present and future land uses of the area. Finding: The proposed religious institution use is compatible with the existing land uses in the area provided compliance with the stipulations of the conditional use permit. c. The proposed use conforms with all performance standards contained in the Zoning Ordinance. Page 75 of 445 2 Finding: The proposed religious institution use will conform with all performance standards set forth in the Zoning Ordinance given compliance with the approved conditional use permit. d. The proposed use can be accommodated with existing public services and will not overburden the City’s service capacity. Finding: The proposed use will not overburden the City’s sanitary sewer and water systems and can be served with existing public services. 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 religious institution and can be accommodated by the adjacent public streets. 5. The planning report dated June 16, 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: July 7, 2025 CITY OF LAKEVILLE BY: ________________________ Luke M. Hellier, Mayor SEAL BY: ________________________ Ann Orlofsky, City Clerk Page 76 of 445 CITY OF LAKEVILLE. PLANNING COMMISSION MEETING MINUTES June 26, 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. New Planning Commission members, Dylan Duckworth and Erin Duckworth, were sworn in by Community Development Recorder Dawn Erickson. Members Present: Chair Christine Zimmer, Vice Chair Scott Einck, Pat Kaluza, John Swaney, Jason Swenson, Amanda Tinsley, Mark Traffas Members Absent: Ex-Officio Jeff Hansen Staff Present: Tina Goodroad, Community Development Director; Kris Jenson, Planning Manager; Heather Botten, Senior Planner; Jon Nelson, Assistant City Engineer; Dawn Erickson, Community Development Recorder. 4. Approval of the Meeting Minutes The May 22, 2025 Planning Commission meeting minutes were approved as presented. 5. Announcements Planning Manager Kris Jenson stated there is an additional Findings of Fact for Heritage Commons 10th Addition PUD Amendment; and if the agenda items are not tabled they will move forward to the July 7 City Council meeting. 6. Divine Encounter Church Chair Zimmer opened the public hearing to consider the application of Divine Encounter Church for a conditional use permit for a religious institution to be located at 17685 Juniper Path. Pastor Zipporah Bogonko introduced the project. Senior Planner Heather Botten presented the staff report. The subject property consists of a 36,623 square foot office building; the proposed church would utilize about 2,385 square feet of the building. The property is 3.19 acres in area and consists of a 154-space parking lot to accommodate the lease spaces in the building. The subject property is zoned C-3, General Commercial District. The Zoning Ordinance allows religious institutions by conditional use permit subject to certain criteria. The applicant submitted a narrative of the proposed church and its related activities. Staff has reviewed the narrative and has determined that the activities indicated are compatible with the proposed site. The narrative indicates that the church anticipates approximately 50 attendees for weekly Sunday worship services. Other planned activities include weekly meetings as well as special services, workshops, and events help throughout the year. Existing parking on site is adequate to accommodate the church’s parking demand. Chair Zimmer opened the hearing to the public for comment. Page 77 of 445 Planning Commission Meeting Minutes, June 26, 2025 Page 2 There was no public comment. Motion was made by Einck, seconded by Kaluza 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 Traffas asked what the signage would look like. Ms. Botten stated that signage is not included with this request. Pastor Bogonko stated they will do whatever the owner of the building would like them to do. Motion was made by Einck, seconded by Tinsley to recommend to City Council approval of the conditional use permit for a religious institution to be located at 17685 Juniper Path, subject to the following stipulations, and approval of the Findings of Fact dated June 26, 2025: 1. The floor plan shall be consistent with the plan and narrative described in the application and approved by the City Council to ensure compliance with Zoning Ordinance requirements. 2. A building permit shall be issued prior to commencing interior alterations on the building interior that require a permit. 3. Signs shall require a sign permit and must meet Zoning Ordinance requirements. 4. Parking shall be restricted to the on-site parking lot and shall not occur on any public street. 5. Any cumulative increase of more than 20% in the lease space of 2,385 square feet requires an amendment to the conditional use permit. Ayes: Traffas, Kaluza, Zimmer, Einck, Swaney, Swenson, Tinsley Nays: 0 Page 78 of 445 Page 79 of 445 Page 80 of 445 Page 81 of 445 Page 82 of 445 Page 83 of 445 Page 84 of 445 Page 85 of 445 Page 86 of 445 Page 87 of 445 Page 88 of 445 Page 89 of 445 Date: 7/7/2025 Pickle in the Middle Conditional Use Permit Proposed Action Staff recommends adoption of the following motion: Move to approve the conditional use permit and adopt the findings of fact for Pickle in the Middle. Overview Laurent D Deconink from Pickle in the Middle has submitted a conditional use permit application and plans for an indoor commercial recreation facility to be located at 21300 Juniper Way. The applicant is proposing to use approximately 42,000 square feet of the new 190,000- square-foot multi-tenant building as a pickleball facility. Section 11-75-7.B allows commercial recreation facilities in the OP, Office-Park District subject to approval of a conditional use permit. The proposed use would be open 24 hours a day, seven days a week. The facility is accessed via a code and the facility is monitored by security cameras and a facility manager, who is onsite daily at varying times. No food or beverage is available on-site. Parking demand is expected to be 50-60 vehicles at peak usage, and the site will have 223 parking stalls upon completion of construction. The Planning Commission held a public hearing on June 26, 2025 to consider the conditional use permit request and no public comments were received. The Planning Commission unanimously recommended approval of the conditional use permit, subject to two stipulations. Supporting Information 1. Conditional Use Permit 2. Findings of Fact 3. June 26, 2025 PC Recommendation 4. Planning Report - June 26, 2025 Financial Impact: N/A Budgeted: No Source: Envision Lakeville Community Values: Diversified Economic Development Report Completed by: Heather Botten, Senior Planner Page 90 of 445 1 (Reserved for Dakota County Recording Information) CITY OF LAKEVILLE DAKOTA COUNTY, MINNESOTA CONDITIONAL USE PERMIT NO. 25-____ 1. Permit. Subject to the terms and conditions set forth herein, the City of Lakeville hereby approves a Conditional Use Permit for Pickle in the Middle, to allow an indoor commercial recreation use in the OP, Office-Park District located at 21300 Juniper Way. 2. Property. The permit is for the following described property in the City of Lakeville, Dakota County, Minnesota: Lot 1, Block 1, Lakeville 35 Logistics Center North Addition, according to the recorded plat thereof, Dakota County, Minnesota. 3. Conditions. This conditional use permit is issued subject to the following conditions: a. No H (Hazardous) Occupancy tenants are allowed in the multiple tenant industrial building as long as the commercial recreation use is a tenant in the same building. b. The current tenant and any future tenants of the building being jointly occupied by this commercial recreation use shall submit Material Data Safety Sheets (MSDS) to the City including and periodic updates at they might occur. 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: July 7, 2025 CITY OF LAKEVILLE BY: ____________________________ Page 91 of 445 2 Luke M. Hellier, Mayor SEAL BY: ____________________________ Ann Orlofsky, City Clerk STATE OF MINNESOTA ) ( COUNTY OF DAKOTA ) The foregoing instrument was acknowledged before me this 7th day of July 2025 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 92 of 445 1 CITY OF LAKEVILLE DAKOTA COUNTY, MINNESOTA PICKLE IN THE MIDDLE CONDITIONAL USE PERMIT FINDINGS OF FACT AND DECISION On June 26, 2025 the Lakeville Planning Commission met at its regularly scheduled meeting to consider the application of Pickle in the Middle for a conditional use permit to allow an indoor commercial recreational use in the OP, Office-Park District located at 21300 Juniper Way. The Planning Commission held 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 located in Planning District No. 6 of the 2040 Comprehensive Plan, which guides the property for Industrial use. 2. The property is currently zoned OP, Office-Park. 3. The legal description of the property is: Lot 1, Block 1, Lakeville 35 Logistics Center North Addition according to the recorded plat thereof, Dakota County, Minnesota. 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 commercial recreation use is consistent with the policies and provisions of Planning District 6 of the 2040 Comprehensive Land Use Plan. b. The proposed use is or will be compatible with present and future land uses of the area. Finding: The proposed commercial recreation use is compatible with surrounding office park uses provided compliance with the stipulations of the conditional use permit. c. The proposed use conforms with all performance standards contained in the Zoning Ordinance. Page 93 of 445 2 Finding: The proposed commercial recreation use conforms to the performance standards set forth in the Zoning Ordinance given compliance with the stipulations of the conditional use permit. The proposed use can be accommodated with existing public services and will not overburden the City’s service capacity. Finding: The proposed use will not overburden the City’s sanitary sewer and water systems and can be served with existing public services. d. Traffic generation by the proposed use is within capabilities of streets serving the property. Finding: Traffic generation from the commercial recreation use can be accommodated with the existing streets serving the property. 5. The planning report dated June 16, 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: July 7, 2025 CITY OF LAKEVILLE BY: ___________________________ Luke M. Hellier, Mayor SEAL BY: ___________________________ Ann Orlofsky, City Clerk Page 94 of 445 The narrative indicates that the church anticipates approximately 50 attendees for weekly Sunday worship services. Other planned activities include weekly meetings as well as special services, workshops, and events help throughout the year. Existing parking on site is adequate to accommodate the church’s parking demand. Chair Zimmer opened the hearing to the public for comment. There was no public comment. Motion was made by Einck, seconded by Kaluza 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 Traffas asked what the signage would look like. Ms. Botten stated that signage is not included with this request. Pastor Bogonko stated they will do whatever the owner of the building would like them to do. Motion was made by Einck, seconded by Tinsley to recommend to City Council approval of the conditional use permit for a religious institution to be located at 17685 Juniper Path, subject to the following stipulations, and approval of the Findings of Fact dated June 26, 2025: 1. The floor plan shall be consistent with the plan and narrative described in the application and approved by the City Council to ensure compliance with Zoning Ordinance requirements. 2. A building permit shall be issued prior to commencing interior alterations on the building interior that require a permit. 3. Signs shall require a sign permit and must meet Zoning Ordinance requirements. 4. Parking shall be restricted to the on-site parking lot and shall not occur on any public street. 5. Any cumulative increase of more than 20% in the lease space of 2,385 square feet requires an amendment to the conditional use permit. Ayes: Traffas, Kaluza, Zimmer, Einck, Swaney, Swenson, Tinsley Nays: 0 7. Laurent Deconinck/Pickle in the Middle Chair Zimmer opened the public hearing to consider the application of Laurent Deconinck/Pickle in the Middle for a conditional use permit for an indoor commercial recreation use in the OP District at 21300 Juniper Way. Laurent Deconinck introduced the project, stating they currently have locations in Brooklyn Park and Woodbury. Ms. Botten presented the staff report. The applicant would like to use approximately 42,000 square feet of the new 190,000 square foot building as a pickleball facility. The multi-tenant building is located in the Lakeville 35 Logistics Center North Addition located at 21300 Juniper Way. Section Page 95 of 445 Planning Commission Meeting Minutes, June 26, 2025 Page 2 11-75-7.B allows commercial recreation facilities in the OP, Office-Park District subject to approval of a conditional use permit. The proposed commercial recreation facility will include 15 pickleball courts, storage lockers, lobby/check-in and a meeting room. The proposed use would be open 24 hours a day, seven days a week. Guests would be granted access with a unique 4-digit pin. The facility is monitored by security cameras and a facility manager who visits daily at varying times. No food or beverage is available on-site. The applicant has stated that peak hours are typically evenings and weekends. Chair Zimmer opened the hearing to the public for comment. There was no public comment. Motion was made by Einck, seconded by Swenson to close the public hearing at 6:13 p.m. Voice vote was taken on the motion. Ayes – unanimous Chair Zimmer asked for comments from the Planning Commission. • Commissioner Swenson asked if anything is done to manage the acoustics inside. Mr. Deconinck stated they have not done anything for acoustics at the two existing locations. • Chair Zimmer asked if operating 24 hours/7 days a week has been a problem with crime. Mr. Deconinck stated the Brooklyn Park location has been operating for 2 ½ years, and Woodbury has been operating for 1 year. During this time the only issue is that sometimes people play 20-25 minutes longer. • Commissioner Swenson stated he appreciated where the facility is located in the building. • Commissioner Traffas asked about the party room on the plans and whether people can bring food and drink. Mr. Deconinck stated that is the intent of the party room, and they currently have food at the Brooklyn Park location. Motion was made by Swenson, seconded by Traffas to recommend to City Council approval of the conditional use permit for an indoor commercial recreation use in the OP District at 21300 Juniper Way, subject to the following stipulations and approval of the Findings of Fact dated June 26, 2025: 1. No H (Hazardous) Occupancy tenants are allowed in the multiple tenant industrial building as long as the commercial recreation use is a tenant in the same building. 2. The current tenant and any future tenants of the building being jointly occupied by this commercial recreation use shall submit Material Data Safety Sheets (MSDS) to the City including any periodic updates as they might appear. Ayes: Kaluza, Zimmer, Einck, Swaney, Swenson, Tinsley, Traffas Nays: 0 Page 96 of 445 Page 97 of 445 Page 98 of 445 Page 99 of 445 Page 100 of 445 Page 101 of 445 Page 102 of 445 Page 103 of 445 Page 104 of 445 Page 105 of 445 C.S.A.H. NO. 70JU N I P E R W A Y (C . S . A . H . N O . 7 0 ) EX C E P T I O N 2591 2592259325942595 25962597 2598 2599 2600 2601 2602 260326042605 26062607 2608 26092610 26112612 2613 2614 261526162617 2618 26192620 2621 26222623 26242625 26262627 2628 2629 2630 2631 2632 2633 2634 2635 26362637 2638 2639 2640 2641 2642 2643 2644 26452647264826492650 2651 26522653 26542655265626572658 2659 2660 26612662 2663 26642665 2666 2667 266826692670 2671 26722673 2674 2675 2676 267726782679 26802681 26822683 2684 2685 2686 2687 2688 2689 2690 2691 2692 2693 2694 2695 2696 26972698 2699 27002701 2702270327042705 2706 270727082709 2710 2711 27122713 2714 2715 27162717 2718 27192720 272127222723 2724 272527262727 272827292730 27312732 27332734 27352736 2737273827392740 2741 2742 2743 2744 2745 2746 2747 27482749 2750 2751 2752 275327542755 2756 275727582759276027612762 2763 2764 2766 2767 2768 1373 13831384 1385 1386 1387 1388 1389 1390 13911392 1393 13941395 1396 1397 P R O P O S E D B U I L D I N G 1 8 9 , 6 7 8 S F L O T 1 , B L O C K 1 1 5 . 9 7 4 A C , 6 9 5 , 8 1 4 S F N O P A R K I N G N O PA R K I N G N O PA R K I N G FI L T R A T I O N B A S I N 10 0 - Y E A R H W L : 1 0 2 6 . 3 7 10 - Y E A R H W L : 1 0 2 5 . 3 7 O U T L E T : 1 0 2 4 . 7 0 B O T T O M : 1 0 2 3 . 1 7 N U R P P O N D 10 0 - Y E A R H W L : 1 0 2 6 . 9 0 10 - Y E A R H W L : 1 0 2 6 . 1 2 O U T L E T 1 0 2 4 . 7 0 N W L : 1 0 2 4 . 5 0 B O T T O M : 1 0 1 5 . 0 0 EXISTING WETLAND NWL: 1017.93 N O PA R K I N G 16 20 3 0 . 0 '9.0'9.0'30.0'24.0'2 4 . 0 ' 9. 0 ' 9. 0 '24.0'20.0'2 0 . 0 ' 2 0 . 0 ' 1 2 . 0 ' 9. 0 ' 24 . 0 ' 42 27 20 20 9. 0 ' 9. 0 ' 9. 0 ' 9. 0 ' F B B B B B B J J J 20.0'24.0'20.0'9. 0 '20.0'20.0'24.0'I I 24.0'20.0'20.0'20.0'9. 0 ' 95 27 J F I I F F K 60.0'48.6'F F BUILDING SETBACK PARKING SETBACK BUILDING SETBACK PARKING SETBACK BUILDING SETBACK PARKING SETBACK REMOVE GRAVEL APPROACH SCALE IN FEET 0 10050 NORTH THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. A.BUILDING, STOOPS, STAIRS (SEE ARCHITECTURAL PLANS) B.B-612 CONCRETE CURB AND GUTTER C.B-618 CONCRETE CURB AND GUTTER D.CONCRETE APRON E.FLAT CURB SECTION F.CONCRETE SIDEWALK G.SEGMENTAL BLOCK RETAINING WALL H.ADA ACCESS LOCATION I.ACCESSIBLE STALL STRIPING J.ACCESSIBLE PARKING SIGN K.TRANSFORMER KEY NOTES NO DATE BY CKD APPR SHEET OF Date License # Print Name: I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. DRAWN BY DESIGNED BY CHECKED BY PROJECT NO. PRELIMINARY DESIGN REVIEW PERMIT SUBMITTAL CONSTRUCTION DOCUMENTS REV. COMMENT Engineering | Surveying | Planning | Environmental 24.1S (LMS TECH) | CHANDLER CIRRICIONE | 9/26/2024 2:37:42 PML:\PROJECTS\52927\CAD\CIVIL\SHEETS\SITE DEVELOPMENT PLANS\52927-C3.01-SITE.DWG:C3.01 SITE PLAN© 2021 Sambatek LIKEWISE PARTNERS LAKEVILLE 35 LOGISTICS CENTER NORTH LAKEVILLE, MN SITE PLAN APPLICATION 52927 07/26/2024 TPK CC JDB 07/26/2024 TPK EWM EWM CITY ENTITLEMENT SUBMITTAL 08/20/2024 TPK EWM EWM CITY ENTITLEMENT RE-SUBMITTAL 09/10/2024 CDC EWM EWM CITY ENTITLEMENT RE-SUBMITTAL 09/26/2024 CDC EWM EWM REVISED SITE PLAN PER DAKOTA COUNTY COMMENTS PROPOSED EXISTING LEGEND RETAINING WALL WETLAND TREE LINE SAW CUT LINE BOLLARD PARKING STALL COUNT## 1 KEY NOTE HEAVY DUTY ASPHALT PAVING CONCRETE PAVING CONCRETE SIDEWALK PAVEMENT BY OTHERS (SEE ARCHITECTURAL PLANS) BOUNDARY LINE STANDARD DUTY ASPHALT PAVING LIGHT POLE (BY OTHERS) EASEMENT LINE CONCRETE CURB BUILDING LINE SIGN 24.1S (LMS TECH) | CHANDLER CIRRICIONE | 9/26/2024 2:37:42 PML:\PROJECTS\52927\CAD\CIVIL\SHEETS\SITE DEVELOPMENT PLANS\52927-C3.01-SITE.DWG:C3.01 SITE PLANSITE PLAN C3.01 # N.T.S. 32' 15' 53' 11.2'± BUILDING WALLWB-67 32' 15' 48' CONCRETE LANDING PAD 11.2'± WB-62 BUILDING WALL CONCRETE LANDING PAD WB-62 - Interstate Semi-Trailer WB-67 - Interstate Semi-Trailer 11.2'36.8' 11.2'41.8' 15' 32' ±4.8' ±5.2 DOLLY PAD 53' AND 48' DRY TRAILERS 1.ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT. 2.ALL DIMENSIONS SHOWN ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 3.CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT “GUTTER OUT” WHERE WATER DRAINS AWAY FROM CURB. ALL OTHER AREAS SHALL BE CONSTRUCTED AS “GUTTER IN” CURB. COORDINATE WITH GRADING CONTRACTOR. 4.ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. 5.ALL PARKING STALLS TO BE 9' IN WIDTH AND 20' IN LENGTH UNLESS OTHERWISE INDICATED. ALL TRUCK PARKING STALL TO BE 12' IN WIDTH AND 55' IN LENGTH UNLESS OTHERWISE INDICATED. 6.CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF EXIT PORCHES, RAMPS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 7.SEE ARCHITECTURAL PLANS FOR PYLON/MONUMENT SIGN DETAILS 8. SEE ARCHITECTURAL PLANS FOR LIGHT POLE FOUNDATION DETAIL AND FOR EXACT LOCATIONS OF LIGHT POLE. 9.REFER TO FINAL PLAT FOR LOT BOUNDARIES, LOT NUMBERS, LOT AREAS, AND LOT DIMENSIONS. 10.ALL GRADIENT ON SIDEWALKS ALONG THE ADA ROUTE SHALL HAVE A MAXIMUM LONGITUDINAL SLOPE OF 5% (1:20), EXCEPT AT CURB RAMPS (1:12), AND A MAXIMUM CROSS SLOPE OF 2.00% (1:50). MAXIMUM SLOPE IN ANY DIRECTION ON AN ADA PARKING STALL OR ACCESS AISLE SHALL BE IN 2.00% (1:50). CONTRACTOR SHALL REVIEW AND VERIFY THE GRADIENT IN THE FIELD ALONG THE ADA ROUTES PRIOR TO PLACING CONCRETE OR BITUMINOUS. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF THERE IS A DISCREPANCY BETWEEN THE GRADIENT IN THE FIELD VERSUS THE DESIGN GRADIENT. COORDINATE ALL WORK WITH PAVING CONTRACTOR. 11."NO PARKING" SIGNS SHALL BE PLACED ALONG ALL DRIVEWAYS AS REQUIRED BY CITY. 12.STREET NAMES ARE SUBJECT TO APPROVAL BY THE CITY. 13.BUILDING ADDITION HAS BEEN LOCATED BASED ON ORIGINAL GRIDLINE DESIGN AND/OR EXISTING BUILDING EXTERIOR CORNER SURVEY LOCATIONS. EXTERIOR CORNERS DO NOT REPRESENT EXISTING BUILDING GRIDLINES. CONTRACTOR SHALL LOCATE EXISTING GRIDLINES IN THE FIELD FOLLOWING DEMOLITION AND COORDINATE REQUIRED MODIFICATIONS, IF ANY, TO EXPANSION PLACEMENT WITH CIVIL AND ARHCITECT ACCORDINGLY. CONTRACTOR SHALL PROVIDE RECORD PLANS AS REQUIRED BY PERMITTING AGENCIES DEVELOPMENT NOTES DEVELOPMENT SUMMARY AREA LOT 1, BLOCK 1 RIGHT OF WAY BUILDING SUMMARY LOT 1, BLOCK 1 PARKING STALLS ADA STALLS TRAILER STALLS TOTAL STALLS SETBACKS (PARKING) FRONT YARD REAR YARD SIDE YARD SETBACKS (BUILDING) FRONT YARD REAR YARD SIDE YARD ZONING EXISTING ZONING PROPOSED ZONING 20 FT 10 FT 10 FT 50 FT 30 FT 30 FT OP OFFICE PARK OP OFFICE PARK 695,814 SF 15.974 AC 189,678 SF 4.35 AC 225 8 42 275 142,603 SF 3.274 AC PROPOSED IMPERVIOUS PROPOSED PERVIOUS 442,620 SF 10.16 AC 253,147 SF 5.81 AC REQUIRED PARKING ASSUME GROSS BLDG. SQ. FOOTAGE - 10% = ASSUME 10% OFFICE AT 1/200 ASSUME 90% WAREHOUSE AT 1/1000 TOTAL STALLS REQUIRED TOTAL STALLS PROVIDED 170,710 SF = 85 STALLS = 154 STALLS = 239 STALLS = 225 STALLS Exhibit E Page 106 of 445 Date: 7/7/2025 Preserve of Lakeville Fourth Addition Final Plat Proposed Action Staff recommends adoption of the following motion: a resolution approving the Preserve of Lakeville Fourth Addition final plat. Overview Progressive, LLC has submitted a final plat application and plans for Preserve of Lakeville Fourth Addition consisting of 26 single-family residential lots and three outlots, located south of 185th Street (CSAH 60) and north of the Ixonia Ave terminus. The City Council approved the preliminary plat, known as Pumpkin Creek, on April 21, 2025. The lot, block, and street design of Preserve of Lakeville Fourth Addition is consistent with the approved preliminary plat. The final plat plans have been reviewed and approved by Engineering and Parks and Recreation staff. Supporting Information 1. Final Plat Resolution 2. Development Contract 3. June 16, 2025 Planning and Engineering Memos 4. Exhibits Financial Impact: N/A Budgeted: No Source: Envision Lakeville Community Values: A Home for All Ages and Stages of Life Report Completed by: Heather Botten, Senior Planner Page 107 of 445 (Reserved for Dakota County Recording Information) CITY OF LAKEVILLE DAKOTA COUNTY, MINNESOTA RESOLUTION NO. 25-______ RESOLUTION APPROVING THE PRESERVE OF LAKEVILLE FOURTH ADDITION FINAL PLAT WHEREAS, the owner of the property described as PRESERVE OF LAKEVILLE FOURTH ADDITION has requested final plat approval; and WHEREAS, the preliminary plat, known as Pumpkin Creek, was reviewed by the Planning Commission and the Parks, Recreation and Natural Resources Committee and approved by the City Council; and WHEREAS, the final plat is consistent with the preliminary plat; and WHEREAS, the final plat is acceptable to the City; NOW THEREFORE BE IT RESOLVED by the Lakeville City Council: 1. The Preserve of Lakeville Fourth Addition final plat is approved subject to the developer entering into a development contract and submittal of security requirements. 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. ADOPTED by the Lakeville City Council this 7th day of July 2025. CITY OF LAKEVILLE Page 108 of 445 2 Luke M. Hellier, Mayor ATTEST: _______________________ Ann Orlofsky, City Clerk STATE OF MINNESOTA ) CITY OF LAKEVILLE ) I hereby certify that the foregoing Resolution No. 25-____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 7th day of July 2025 as shown by the minutes of said meeting in my possession. __________________________ Ann Orlofsky City Clerk (SEAL) Drafted By: City of Lakeville 20195 Holyoke Avenue Lakeville, MN 55044 Page 109 of 445 Page 110 of 445 Page 111 of 445 Page 112 of 445 Page 113 of 445 Page 114 of 445 Page 115 of 445 Page 116 of 445 Page 117 of 445 Page 118 of 445 Page 119 of 445 Page 120 of 445 Page 121 of 445 Page 122 of 445 Page 123 of 445 Page 124 of 445 Page 125 of 445 Page 126 of 445 Page 127 of 445 Page 128 of 445 Page 129 of 445 Page 130 of 445 Page 131 of 445 Page 132 of 445 Page 133 of 445 Page 134 of 445 Page 135 of 445 1 City of Lakeville Community Development Memorandum To: Tina Goodroad, Community Development Director From: Heather Botten, Senior Planner Date: June 16, 2025 Subject: Preserve of Lakeville Fourth Addition Final Plat ACTION DEADLINE: July 7, 2025 BACKGROUND Progressive, LLC has submitted a final plat application and plans for Preserve of Lakeville Fourth Addition consisting of 26 single-family residential lots and three outlots. The preliminary plat was reviewed under the name Pumpkin Creek and was approved by the City Council on April 21, 2025. The area of the plat includes two parcels totaling 20.03 acres. The Preserve of Lakeville Fourth Addition is generally located east of Kenwood Trail (CSAH 50), west of Ipava Ave and south of 185th Street (CSAH 60). EXHIBITS: A. Site Location Map B. Final Plat C. Preliminary Plat P LANNING ANALYSIS Existing Conditions. The development site consists of two parcels that included single-family homes and accessory buildings. The existing structures are planned to be removed from the property for the development of the parcels. Any and all wells on the property shall be capped and septic systems removed in compliance with code requirements. The properties include large stands of mature trees and wetlands. Zoning. The property is zoned RS-3 Single Family Residential District. The RS-3 zoning district is consistent with the low-density residential land classification in the 2040 Comprehensive Plan. Page 136 of 445 2 Lot Area. Single family lots within the RS-3 District are required to provide a minimum lot area of 11,000 square feet for interior lots and 12,500 square feet for corner lots. The area of the lots within the Preserve of Lakeville Fourth Addition final plat meet the minimum square footage required. Lot Width/Depth. The following minimum lot size requirements of the RS-3, Single-Family Residential District pertain to the plat: Lot Width (Interior) Lot Width (Corner) Buffer Yard Lot Width Buffer Yard Lot Depth RS-3 85 feet 100 feet 110 feet 150 feet Outlots. There are three outlots totaling 5.68 acres in the proposed plat. All three outlots, consisting of wetlands and a stormwater management basin, will be deeded to the City with the final plat. Density/Average Lot Size. The proposed plat consists of 26 single-family lots on 20.03 acres. This results in a gross density of 1.30 units per acre. Excluding arterial street right-of-way, wetlands, wetland buffers, and stormwater management ponds, the net density is 1.81 units per acre. Streets. The final plat includes construction and connection of a minor collector street, Ixonia Avenue and local street, Irvine Trail. The plat will also include a new local street and cul-de-sac to be known as Jabiru Path and Jabiru Court. The Developer shall place “Future Street Extension” signs and barricades at the east terminus of Irvine Trail and the west terminus of Jabiru Path. Sidewalks/Trails. The developer will construct five-foot wide concrete sidewalks as required along one side of all streets in the development. Grading, Drainage, Erosion Control, and Utilities. The final plat submittal includes grading, drainage, erosion control, and utility plans. All existing and new local utilities shall be placed underground. Grading, drainage, erosion control, and utilities details are outlined in the June 16, 2025 engineering report prepared by Michael Kutz, Civil Engineer and Mac Cafferty, Environmental Resources Manager. Wetlands. The wetland delineation identified four wetlands on the site totaling approximately 1.6 acres. Based on the information provided in the report dated September 2, 2024 and a site visit by City staff, the wetland delineation for the area outlined in the report has been determined to be acceptable for use in implementing the Wetland Conservation Act. The information and data have been incorporated into the final plat plans. Mac Cafferty, Environmental Resources Manager, has reviewed the wetland delineation report. Landscaping. The landscape plan for the residential buffer yard is consistent with the Pumpkin Creek preliminary plat approval. All landscaping shall comply with the minimum size Page 137 of 445 3 requirements found in Section 11-21-9 of the City Code. All landscaping shall be warranted for one year and guaranteed by financial security in the development contract at the time of final plat. Prior to a final landscape inspection, an as-built landscape plan must be submitted to the City. Tree Preservation. A tree preservation plan was submitted by the developer. The plan identifies 548 significant trees on site and proposes to save 127 trees (23%). Prior to removals the tree protection or silt fence line must be staked and reviewed by City Staff in the field. The Environmental Resources Manager and City Forester have reviewed the tree preservation plan. Park Dedication. The City’s Comprehensive Parks, Trails, and Open Space Plan does not identify any future park needs in the area of the final plat. The park dedication cash rate for low density residential properties is $5,832 per lot. The Developer shall pay $151,632 in park dedication fees with the final plat (26 units x $5,832). Signs. No subdivision identification signs are approved with the plat. All signs require a permit and shall comply with the Zoning Ordinance. Plat Commission. The Dakota County Plat Commission reviewed and approved the preliminary and final plat at their October 25, 2024 meeting. RECOMMENDATION Community Development staff recommends approval of the Preserve of Lakeville Fourth Addition final plat, subject to the following stipulations: 1. The final plat is approved subject to the developer entering into a development contract, submittal of security requirements, and the recommendations listed in the June 16, 2025 Engineering Memo and any subsequent correspondence. 2. The developer shall pay $151,632 in park dedication fees with the final plat. 3. All landscaping shall comply with the minimum size requirements found in Section 11-21- 9 of the City Code. Prior to a final landscape inspection, an as-built landscape plan must be submitted to the City. 4. Prior to tree removals the tree protection or silt fence line must be staked and reviewed by City Staff in the field. 5. Any existing wells and septic systems shall be removed with the development of this plat. 6. The Developer shall place “Future Street Extension” signs and barricades at the east terminus of Irvine Trail and the west terminus of Jabiru Path. Page 138 of 445 City of Lakeville Public Works – Engineering Division Memorandum To: Heather Botton, Senior Planner From: Michael Kutz, Civil Engineer McKenzie L. Cafferty, Environmental Resources Manager Joe Masiarchin, Parks and Recreation Director Copy: Zach Johnson, City Engineer Julie Stahl, Finance Director Dave Matthews, Building Official Tina Goodroad, Community Development Director Date: June 16, 2025 Subject: Preserve of Lakeville Fourth Addition • Final Plat Review • Grading and Erosion Control Plan Review • Utility Plan Review • Tree Preservation Review BBAACCKKGGRROOUUNNDD Progressive LLC has submitted a final plat named Preserve of Lakeville Fourth Addition. The proposed subdivision is located south of and adjacent to 185th Street (CSAH 60), north of and adjacent to The Preserve of Lakeville 3rd Addition. The parent parcels consist of two metes and bounds parcels (PID Nos. 220180081012 and 220180081011), zoned RS-3 (Single Density Residential). The final plat consists of twenty-six (26) single-family lots within five (5) blocks, and three (3) outlots on 20.03 acres. The Developer is dedicating 1.28 acres as 185th Street right-of-way. The outlots created with the final plat shall have the following uses: Outlot A: Wetland and buffers; to be deeded to the City (0.13 acres) Outlot B: Wetland and buffers; to be deeded to the City (0.54 acres) Outlot C: Wetland and buffers, stormwater management basins; to be deed to the City (5.01 acres) Page 139 of 445 PPRREESSEERRVVEE OOFF LLAAKKEEVVIILLLLEE FFOOUURRTTHH AADDDDIITTIIOONN –– FFIINNAALL PPLLAATT JJUUNNEE 1166,, 22002255 PPAAGGEE 22 OOFF 99 The proposed development will be completed by: Developer: Progressive LLC Engineer/Surveyor: Civil Site Group SSIITTEE CCOONNDDIITTIIOONNSS The Preserve of Lakeville Fourth Addition site is mostly vacant land containing several homesteads, delineated wetlands, trees and drainageways. An existing building (homestead) and accessory buildings were located on both parent parcels. The site is located within the Lake Marion Stormwater District. The Developer shall remove all existing site encroachments, buildings, septic systems, retaining walls, driveways, fences and abandon existing wells on the parent parcels. A security will be required with the final plat for the removal of the existing improvements on the site. SSTTRREEEETT AANNDD SSUUBBDDIIVVIISSIIOONN LLAAYYOOUUTT 185th Street (CSAH 60) Preserve of Lakeville Fourth Addition is located south of and adjacent to 185th Street, a minor arterial County highway, as identified in the City’s Transportation Plan. 185th Street is currently constructed as a two-lane undivided rural roadway. 185th Street is scheduled for improvements in 2025 (City project 25-04). These improvements will improve this roadway as a future four-lane divided urban roadway over its entire length adjacent to the plat with trails on both sides of the roadway. A 14-foot right turn lane is scheduled to be installed on 185th Street West and shall be coordinated to be installed in conjunction with the County Project. The current Dakota County Plat Review Needs Map indicates a half right-of-way requirement of 75-feet. The Developer is dedicating the necessary right-of-way as shown on the final plat. Ixonia Avenue Preserve of Lakeville Fourth Addition includes the construction of Ixonia Avenue from 185th Street to its existing terminus south of the plat boundary. Ixonia Avenue is a minor collector roadway as identified in the City’s Transportation Plan. Ixonia Avenue will provide access to 185th Street and will provide a roadway connection for existing residential neighborhoods to the south. Ixonia Avenue is designed as a 40-foot-wide two-lane urban roadway within 80 feet of right-of-way. 5-foot sidewalk will be constructed along both sides of the roadway. The roadway and drainage design must meet MnDOT State Aid requirements, which will be reviewed with the final construction plans. The Developer shall construct the necessary turn lanes at 185th Street. Security will be required with the final plat for construction of the turn lanes. Irvine Trail Development of Preserve of Lakeville Fourth Addition includes the construction and extension of Irvine Trail, a local street. Irvine Trail is designed as 32-foot-wide urban roadways Page 140 of 445 PPRREESSEERRVVEE OOFF LLAAKKEEVVIILLLLEE FFOOUURRTTHH AADDDDIITTIIOONN –– FFIINNAALL PPLLAATT JJUUNNEE 1166,, 22002255 PPAAGGEE 33 OOFF 99 with five-foot sidewalk along one side of the street. The roadway will provide future access to the existing Irvine Trail to the east. Jabiru Path Development of Preserve of Lakeville Fourth Addition includes the construction and extension of Jabiru Path, a local street. Jabiru Path is designed as 32-foot-wide urban roadways with five-foot sidewalk along one side of the street. The roadway will provide future access to Jasmine Way to the west. Jabiru Court Development of Preserve of Lakeville Fourth Addition includes the construction of Jabiru Court, a local cul-de-sac roadway. The cul-de-sac street is designed as 32-foot-wide urban roadways within 60-feet of right-of-way. CCOONNSSTTRRUUCCTTIIOONN AACCCCEESSSS Construction traffic access and egress for grading, utility and street construction will be from Ixonia Avenue until such point that construction traffic access is possible through 185th Street (CSAH 60). Once the site is accessible from 185th Street (CSAH 60) in coordination with CP 25- 04, construction access shall be restricted from Ixonia Avenue. PPAARRKKSS,, TTRRAAIILLSS AANNDD SSIIDD EEWWAALLKKSS Development of Preserve of Lakeville Fourth Addition includes the construction of public sidewalks. Five-foot wide concrete sidewalks, with pedestrian curb ramps, will be installed along one side of all local streets except for Jabiru Court a cul-de-sac. Five-foot wide concrete sidewalk will be constructed along both sides of Ixonia Avenue. The Park Dedication requirement has not been collected on the parent parcel and will be satisfied through a cash contribution with the final plat, calculated as follows: 26 units x $5,832.00 = $151,632.00 Total Units Preserve of Lakeville Fourth Addition 2025 Unit Rate Park Dedication Fee Preserve of Lakeville Fourth Addition UUTTIILLIITTIIEESS SSAANNIITTAARRYY SSEEWWEERR Preserve of Lakeville Fourth Addition is located within subdistrict ML-72200 of the Marion Lake sanitary sewer district as identified in the City’s Sewer Plan. Development of Preserve of Lakeville Fourth Addition includes the extension of public sanitary sewer. Eight-inch sanitary sewer will be constructed within the subdivision and connect to the existing sewer stubs within The Preserve development on Ixonia Avenue. Page 141 of 445 PPRREESSEERRVVEE OOFF LLAAKKEEVVIILLLLEE FFOOUURRTTHH AADDDDIITTIIOONN –– FFIINNAALL PPLLAATT JJUUNNEE 1166,, 22002255 PPAAGGEE 44 OOFF 99 The wastewater from the development will be conveyed via existing trunk sanitary sewer to the MCES Elko/New Market Interceptor and continue to the Empire Wastewater Treatment Facility. The Developer shall extend sanitary sewer to the west and east plat boundaries at Irvine Trail and Street B. The Sanitary Sewer Availability Charge has not been collected on the parent parcel and will be collected with the final plat, calculated as follows: 26 units x $327.00 = $8,502.00 Total Units Preserve of Lakeville Fourth Addition 2025 Unit Rate Sanitary Sewer Availability Charge Preserve of Lakeville Fourth Addition WWAATTEERRMMAAIINN Development of The Preserve includes the extension of public watermain. 8-inch watermain will be extended within the development to provide water service to the subdivision. The Developer shall extend watermain from The Preserve Plat boundary on Ixonia Avenue to the site. OOVVEERRHHEEAADD LLIINNEESS There are no overhead utility lines located on the existing parcel. DDRRAAIINNAAGGEE AANNDD GGRRAADDIINNGG Preserve of Lakeville Fourth Addition is located within subdistrict ML-46 of the Marion Lake stormwater district as identified in the City’s Water Resources Management Plan. Development of Preserve of Lakeville Fourth Addition includes the construction of public stormwater management basins to collect and treat the stormwater runoff generated from the site. The basins will provide water quality treatment and rate control of the stormwater runoff generated from the subdivision. The basins in Outlot C will outlet to the existing wetland to the west of Ixonia Avenue. The stormwater management basins design shall be consistent with City requirements. The stormwater management basins will be located within Outlot C which will be deeded to the City with the final plat. The final grading plan shall identify all fill lots in which the building footings will be placed on fill material. The grading specifications shall also indicate that all embankments meet FHA/HUD 79G specifications. The Developer shall certify to the City that all lots with footings placed on fill material are appropriately constructed. Building permits will not be issued until a soils report and an as-built certified grading plan have been submitted and approved by City staff. Preserve of Lakeville Fourth 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 Page 142 of 445 PPRREESSEERRVVEE OOFF LLAAKKEEVVIILLLLEE FFOOUURRTTHH AADDDDIITTIIOONN –– FFIINNAALL PPLLAATT JJUUNNEE 1166,, 22002255 PPAAGGEE 55 OOFF 99 being disturbed by grading. A copy of the Notice of Stormwater Permit Coverage must be submitted to the City upon receipt from the MPCA. SSTTOORRMM SSEEWWEERR Development of Preserve of Lakeville Fourth Addition includes the construction of public storm sewer systems. Storm sewer will be installed within the subdivision to collect and convey stormwater runoff generated from within the public right-of-way and lots to the public stormwater management basins located within Outlot C. Draintile construction is required in areas of non-granular soils within Preserve of Lakeville Fourth Addition for the street sub-cuts and lots. Any additional draintile construction, including perimeter draintile required for building footings, which is deemed necessary during construction shall be the developer’s responsibility to install and finance. Final locations and sizes of all storm sewer facilities will be reviewed by City staff with the final construction plans. The Storm Sewer Charge has not been collected on the parent parcel and will be collected with the final plat, calculated as follows: 872,453 s.f. x $0.178/s.f. = $155,296.63 Net Area Preserve of Lakeville Fourth Addition 2025 Unit Rate Storm Sewer Charge Preserve of Lakeville Fourth Addition FEMA FLOODPLAIN ANALYSIS Preserve of Lakeville Fourth Addition is shown on the Flood Insurance Rate Map (FIRM) as Zone X by the Federal Emergency Management Agency (FEMA) as shown on flood map 27037C0192E. Based on this designation, there are no areas in the plat located within a Special Flood Hazard Area (SFHA), as determined by FEMA. WETLANDS The wetland delineation for the site was approved on September 30, 2024. The wetland delineation was completed by Jacobson Environmental. The wetland delineation identified 4 wetlands on the site totaling approximately 1.6 acres. Based on the information provided in the report dated 9/2/2024 and site visit by City staff, the wetland delineation for the area outlined in the report has been determined to be acceptable for use in implementing the Wetland Conservation Act. A replacement plan was submitted and sent out for review and comment to local, state and federal agencies. The replacement plan identifies a total of 0.16 acres of wetland impacts, Page 143 of 445 PPRREESSEERRVVEE OOFF LLAAKKEEVVIILLLLEE FFOOUURRTTHH AADDDDIITTIIOONN –– FFIINNAALL PPLLAATT JJUUNNEE 1166,, 22002255 PPAAGGEE 66 OOFF 99 mainly for the required road crossing and connection to 185th Street. The wetland replacement plan was approved 3/26/2025. All wetlands, wetland buffers, stormwater treatment basins and natural areas will be placed in City owned Outlots. Natural Area signs will be placed along adjacent property lines and will be installed by the developer prior to building permits being released (12 locations). TREE PRESERVATION The plan identifies 548 total trees on site and proposes to save 127 trees (23%). Prior to removals the tree protection or silt fence line must be staked and reviewed by City Staff in the field. Minor changes may result in additional removals or saves based on location or condition of the tree. All “save” trees that are damaged or removed will require replacement at a ratio of 2:1 per the Lakeville Subdivision Ordinance. The Developer is required to post a security for tree preservation on an individual lot basis for each lot containing a “save” significant tree. The security is $1,500 for each lot with a “save” significant tree and $1,000 for each outlot with a “save” significant tree and is calculated as follows: Tree preservation Block 1 Lots 1-4 Block 3 Lots 3-4 6 Lots @ $1,500.00 each = $9,000 Outlots A, B, C 6 Outlots @ $1,000.00 each = $3,000 Total = $12,000 EROSION CONTROL The Developer is responsible for meeting all the requirements of the MPCA Construction Permit. The Developer must obtain permit coverage prior to construction. Redundant silt fence is required along all wetlands that do not have a 50-foot buffer. The location of the silt fence will be staked in the field and reviewed by city staff prior to any grading. The developer shall be responsible for the establishment of native vegetation within Outlots B and C. This will require a minimum of 2-3 years of maintenance to ensure full establishment. A management plan including a schedule for maintenance must be submitted to the City for review once native seeding is completed. Security shall be held for native vegetation establishment and restoration in the Outlots until fully established. 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. A preconstruction meeting shall be held with the City prior to the issuance of a grading permit. Page 144 of 445 PPRREESSEERRVVEE OOFF LLAAKKEEVVIILLLLEE FFOOUURRTTHH AADDDDIITTIIOONN –– FFIINNAALL PPLLAATT JJUUNNEE 1166,, 22002255 PPAAGGEE 77 OOFF 99 The MS4 Administration Fee has not been collected on the parent parcels and is required with the final plat, calculated as follows: $356,374.00 x 2% Grading Costs = $7,127.48 Grading Cost Preserve of Lakeville Fourth Addition 2025 Rate MS4 Administration Fee Preserve of Lakeville Fourth Addition SECURITIES The Developer shall provide a Letter of Credit as security for the Developer-installed improvements relating to Preserve at Lakeville Fourth Addition. Construction costs are based upon estimates submitted by the Developer’s engineer on May 29, 2025. CONSTRUCTION COSTS Sanitary Sewer $ 336,223.55 Watermain 342,822,.50 Storm Sewer 452,208.75 Street Construction 799,660.20 Erosion Control and Restoration 356,374.00 SUBTOTAL - CONSTRUCTION COSTS $ 2,287,289.00 OTHER COSTS Developer’s Design (3.0%) $68,618.67 Developer’s Construction Survey (2.5%) 57,182.23 City’s Legal Expense (0.5%) 11,436.45 City Construction Observation (5.0%) 114,364.45 Developer’s Record Drawing (0.5%) 11,436.45 Natural Area Signs (12 locations) Tree Preservation 1,800.00 12,000 Landscaping Removal of Existing Site Remnants 10,375 66,950.00 Streetlights 7,400.00 Lot Corners/Iron Monuments 2,900.00 SUBTOTAL - OTHER COSTS $364,463.24 TOTAL PROJECT SECURITY $2,651,752.24 The streetlight security totals $7,400 which consists of one (1) mast-arm streetlight at $1,400 each and five (5) post-top streetlights at $1,200 each. 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 Page 145 of 445 PPRREESSEERRVVEE OOFF LLAAKKEEVVIILLLLEE FFOOUURRTTHH AADDDDIITTIIOONN –– FFIINNAALL PPLLAATT JJUUNNEE 1166,, 22002255 PPAAGGEE 88 OOFF 99 $2,900.00. 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. CASH FEES A $3,450.00 cash fee for traffic control signs is due with Preserve at Lakeville Fourth Addition. If the street signs are installed during frost conditions, the developer shall pay an additional $150.00 for each street sign location. A cash fee for one-year of streetlight operating expenses will be paid with the final plat and is calculated as follows: 26 units x $40.48/unit = $1,052.48 Total Units Preserve of Lakeville Fourth Addition 2025 Unit Rate Streetlight Operating Fee Preserve of Lakeville Fourth Addition A cash fee for one-year of environmental resources management expenses will be paid with the final plat and is calculated as follows: 26 units x $61.52/unit = $1,599.52 Total Units Preserve of Lakeville Fourth Addition 2025 Unit Rate Environmental Resources Fee Preserve of Lakeville Fourth Addition 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: 29 lots x $90.00/Lot = $2,610.00 Total Lots/Outlots Preserve of Lakeville Fourth Addition 2025 Unit Rate Property Data & Asset/Infrastructure Mgmt. Fee Preserve of Lakeville Fourth Addition The Developer will submit the final plat and construction drawings in an electronic format. The electronic format shall be in either .dwg (AutoCAD) or .dxf format. The Developer will pay a cash fee for City Engineering Administration. The fee for City Engineering Administration is based on three percent (3.00%) of the estimated construction cost, or $68,618.67. CASH REQUIREMENTS Park Dedication $151,632.00 Sanitary Sewer Availability Charge 8,502.00 Storm Sewer Charge MS4 Administration Fee 155,296.63 7,127.48 Traffic Control Signs 3,450.00 Streetlight Operating Fee 1,052.48 Page 146 of 445 PPRREESSEERRVVEE OOFF LLAAKKEEVVIILLLLEE FFOOUURRTTHH AADDDDIITTIIOONN –– FFIINNAALL PPLLAATT JJUUNNEE 1166,, 22002255 PPAAGGEE 99 OOFF 99 Environmental Resources Management Fee 1,599.52 City Base Map Updating Fee 2,610.00 City Engineering Administration (3.00%) 185th Street West (CSAH 60) Improvements 68,618.67 14,775.51 SUBTOTAL CASH REQUIREMENTS $414,664.29 RREECCOOMMMMEENNDDAATTIIOONN Engineering recommends approval of the final plat, grading and erosion control plan, utility plan and tree preservation plan for Preserve of Lakeville Fourth Addition, subject to the requirements and stipulations within this report. Page 147 of 445 Dakota County, Maxar City of Lakeville Preserve of Lakeville Fourth Addition Final Plat Location Map EXHIBIT A 185TH ST (CSAH 60)IXONIA AVE188TH ST 189TH ST IRVINE WAYIXONIA AVEDevelopment Area ±ITALY AVE190TH STJAEGER PATHPage 148 of 445 S89°53'06"E 656.33 N00°12'13"W 1329.50S89°46'38"W 658.05 S00°16'43"E 1325.63W line of the E 1/2 & the E Line of the W 1/2of the W 1/2 of the NW 1/4 of the SE 1/4of Sec. 18 Twp. 114 Rng. 20Right-of-Way, Drainage and Utility Easement per Doc. No. 1383850 Wet LandRight of Way Easementper Doc. No. 3648231Drainage UtilityEasement perDoc. No. 3648231 Wet LandWet LandE Line of the W 1/2 ofthe NW 1/4 of the SE 1/4of Sec. 18 Twp. 114 Rng. 20S Line of the NW 1/4 of the SE 1/4 of Sec. 18 Twp. 114 Rng. 20 N Line of the NW 1/4 of the SE 1/4 of Sec. 18 Twp. 114 Rng. 20 W Line of the NW 1/4 of the SE 1/4of Sec. 18 Twp. 114 Rng. 2085.00N89°53'06"W 656.4485.001231123421234312345C.S.A.H. NO. 60 (185TH STREET W)1445678523OUTLOT A OUTLOT BOUTLOT CIXONIA AVENUEJABIRUJABIRU PATH IRVINE Drainage &Utility EasementOver All of OUTLOT CDrainage &Utility EasementOver All of OUTLOT BDrainage &Utility EasementOver All of OUTLOT AS89°53'06"E 1968.98S89°53'06"E 2579.98West 1/4 Corner ofof Sec. 18 Twp. 114 Rng. 20(Dakota County Cast Iron Monument)East 1/4 Corner ofof Sec. 18 Twp. 114 Rng. 20(Dakota County Aluminum Monument)TRAILRight of Way Easement per Doc. No. 3648231Right of Way Easement per Doc. No. 3646456Right of Way Easementper Doc. No. 3646456 31.34Drainage UtilityEasement perDoc. No. 364823122.00 Wet LandWet LandS00°12'13"E23.47216.88Δ=41°25'17"R=300.00216.44Δ=41°20'11"R=300.00S00°17'19"E 453.73322.67Δ=73°57'05"R=250.00201.29Δ=46°07'57"R=250.005.15Δ=0°35'25"R=500.00N65°48'47"E41.3658.39Δ=23°53'54"R=140.00N89°42'41"E 107.05S89°53'06"E 286.96 37.42Δ=26°48'00"R=80.00N63°18'53"E42.91N00°12'13"W 167.4440.0040.00 292.54 Δ=279°21'34" R=60.00 N40°07'00"E60.0060.00N40°31'26"W910S00°12'13"E 133.81S74° 2 4 ' 1 7 " E 1 3 5 . 7 0 122.97271.05Δ=73°57'05"233.50Δ=46°07'57"25.90Δ=2°44'52"101.51662.63N89°47'47"E 310.00 30.0030.0044.53 45.88 212.11N79°24' 1 9 " W 1 3 9 . 3 2130.79N67°48'40"E 147.5072.54S89°43'17"W46.91N42°09'50"W 98.48112.6657.83S68°05'55"W 208.14Δ=22°04'00"100.1423.24173.78 17.70S46°08'02"W 211.10Δ=1°41'29"10.04Δ=19°21'16"87.83S00°16'43"E 162.4321.5570.91Δ=23°53'54"2.4566.06Δ=11°07'55"178.96167.4985.5032.1322.94 100.00S89°42'41"W 137.37Δ=15°22'32"91.242.92Δ=23°53'54"45.88107.04 85.00S89°42'41"W 136.8867.13Δ=3°00'46"17.8885.00S89°42'41"W 136.8785.0085.00140.0286.55N79°24' 1 9 " W 1 4 4 . 6 2Δ=10°52'59"55.0830.80127.04N6 4 ° 1 1 ' 1 0 " W 1 8 5 . 2 5Δ=15°13'09"77.03159.907.05N 4 8 ° 5 8 ' 0 1 "W 2 6 8 . 8 4Δ=15°13'09"77.03175.98N33°44'52 "W 152 .05Δ=15°13'09"77.03283.10Δ=41°42'18"152.86Δ=17°24'38"88.1223.69127.11Δ=21°25'10"4.2323.39Δ=26°48'00"109.12N00°12'13"W 155.00112.0089.00N00°12'13"W 155.0089.0089.00155.0089.00 72.8021.68Δ=49°40'47"R=25.0052.02Δ=49°40'47"S89°47'47"W95.00138.30125.00 S25°46'00"W 194.2443.67228.5767.05Δ=64°01'47 "S26°10'26"E 194 .24 222.66 54.39 Δ=51°56'27"S00°12'13"E 228.5743.67Δ=64°01'47"67.05N89°47'47"E95.00 139.05Δ=49°40'47"52.0221.68Δ=49°40'47"R=25.00N00°12'13"W 72.47101.79 Δ=12°10'28"23.3758.61Δ=9°52'39"146.93Δ=32°22'41"N89°53'06"W 126.85N00°12'13"W 166.43Δ=14°37'32"28.084.2340.65Δ=8°57'30"44.54N89°53'06"W 130.1585.0085.00N89°53'06"W 130.2785.0085.00N89°53'06"W 130.4085.00116.2280.00131.96155.00 138.66Δ=26°28'54"78.22Δ=14°56'23"Δ=23°23'35"122.49Δ=17°56'36"93.9530.0030.00COURT35.5374.94N81°32'32"W Δ=3°06'30"14.10N89°53'06"W 118.34 12.6632.84 Drainage & Utility EasementDrainage & UtilityEasement N14°25'27 "E50.3923.21Found T PostFound 1/2Inch Iron Pipew/ Cap No. 7734146.0050.00PRESERVE OF LAKEVILLE FOURTH ADDITIONKNOW ALL PERSONS BY THESE PRESENTS: That Progressive LLC, a Minnesotalimited liability company, fee owner of the following described property:The East 1/2 of the West 1/2 of the Northwest 1/4 of the Southeast 1/4 ofSection 18, Township 114, Range 20, Dakota County, Minnesota.ANDThe West 1/2 of the West 1/2 of the Northwest 1/4 of the Southeast 1/4 ofSection 18, Township 114, Range 20, Dakota County, Minnesota.Has caused the same to be surveyed and platted as PRESERVE OF LAKEVILLEFOURTH ADDITION and does hereby dedicate to the public, for public use, the publicways and the drainage and utility easements as created by this plat.In witness whereof said Progressive LLC, a Minnesota limited liability company, hascaused these presents to be signed by its proper officerthis day of , 20.Progressive LLCBy:Its STATE OF , COUNTY OF This instrument was acknowledged before methis day of , 20,By:, the of Progressive LLC, a Minnesota limited liability company, on behalf of the company. Notary Public, SignatureNotary Public, Printed NameNotary Public County,My Commission Expires:SURVEYORS CERTIFICATEI Rory L. Synstelien, do hereby certify that this plat was prepared by me or under mydirect 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 mathematicaldata 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 boundariesand wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of thedate of the surveyor's certification are shown and labeled on this plat; and all publicways are shown and labeled on this plat.Dated this day of , 20.Rory L. Synstelien, Land SurveyorMinnesota License No. 44565STATE OF MINNESOTA, COUNTY OF HENNEPINThis instrument was acknowledged before methis day of , 20,by Rory L. Synstelien, a Licensed Land Surveyor. Notary Public, SignatureNotary Public, Printed NameNotary Public County,My Commission Expires:CITY COUNCIL OF LAKEVILLE, COUNTY OF DAKOTA, STATE OF MINNESOTAThis plat was approved by the City Council of the City of Lakeville, Minnesota at aregular meeting thereof held this day of , 20,and hereby certifies compliance with all the requirements as set forth in MinnesotaStatutes, 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 approvedthis day of , 20.By Todd B. Tollefson, Dakota County SurveyorCOUNTY BOARD, COUNTY OF DAKOTA, STATE OF MINNESOTAWe do hereby certify that on the 12th day of November, 2024, the Board ofCommissioners of Dakota County, Minnesota, approved this plat of PRESERVE OFLAKEVILLE FOURTH ADDITION and said plat is in compliance with the provisions ofMinnesota Statutes, Section 505.03, Subd. 2, and pursuant to the Dakota CountyContiguous Plat Ordinance.By Dakota County Board Chair By Dakota County Treasurer-AuditorDEPARTMENT OF PROPERTY TAXATION AND RECORDS, COUNTY OF DAKOTA,STATE OF MINNESOTAPursuant to Minnesota Statutes, Section 505.021, Subdivision 9, taxes payable in theyear on real estate hereinbefore described, have been paid.Also pursuant to Minnesota Statutes, Section 272.12, there are no delinquent taxesand transfers entered on this day of , 20 .By Amy A. Koethe, Director, Department of Property Taxation and RecordsCOUNTY RECORDER, COUNTY OF DAKOTA, STATE OF MINNESOTAI hereby certify that this plat of PRESERVE OF LAKEVILLE FOURTH ADDITION wasfiled in the office of the County Recorder for public record onthis day of , 20 ,at o'clockM. and was duly filed inBookof Plats, Page,as Document Number .By Amy A. Koethe, County RecorderDenotes a Dakota County Monument.Denotes a set Nail with Disk Marked "RLS 44565"NBearings are based on the north line of the NW 1/4 of the SW 1/4of Section 18, Township 114, Range 29having an assumed bearing of S 89°53'06" E.Denotes a Found 1/2 Inch Open Iron Pipe Monument, Unless Otherwise Indicated Denotes a 1/2 Inch by 14 Inch Rebar Marked "RLS 44565"OFFICIAL PLAT120306003060SCALE IN FEETBeing 5 feet in width and adjoining lot lines, unless otherwise indicated, andbeing 10 feet in width and adjoining right of way lines and rear lot linesunless otherwise indicated, as shown on this plat.DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS:NOT TO SCALE10 5510Denotes Restricted Access to Dakota County per the Dakota County Contiguous Plat Ordinance VICINITY MAPSEC. 18 - T114 - R20DAKOTA COUNTY, MINNESOTANNOT TO SCALEPage 149 of 445 Wood FenceShedWood FenceWood FenceWire FenceWood/WireFence15.924.028.250.044.2 26.234.3 12.719.8 5.02.2 8.92.2 5.15.722.115.07.420.313.048.326.435.1 32.946.624.746.6 24.8PlayLandDeckDeck DeckPoolSepticSepticSepticWire Fence onProperty LineEdge ofWoods[12]DelineatedWetlandEdge ofWater[11]R/W, Drainage, andUtility Easement perDoc. No. 1383850 Bridge[12]DelineatedWetland [12]DelineatedWetland[A]TemporaryD&U Easementand TemporaryConstructionEasement perUnrecorded Docs.[B] Temp. Const. Esmt.per Unrecorded Doc.[B] Right of Way Esmt.per Unrecorded Doc.[B] Right of Way Esmt.per Unrecorded Doc.[B] D & U Easementper Unrecorded Doc.[B] D & U Easementper Unrecorded Doc.PotholePotholeEdge of Water[12]DelineatedWetland12"CMP15"CMP 18"CMP 18"CMP [12]DelineatedWetlandS89°53'06"E 656.33 N00°12'13"W 1329.50S89°46'38"W 658.05 S00°16'43"E 1325.63W line of the E 1/2 & the E Line of the W 1/2of the W 1/2 of the NW 1/4 of the SE 1/4of Sec. 18 Twp. 114 Rng. 20Right-of-Way, Drainage and Utility Easement per Doc. No. 1383850 Wet LandRight of Way Easementper Doc. No. ____________Drainage UtilityEasement perDoc. No. ___________Wet LandWet Land Wet Land E Line of the W 1/2 ofthe NW 1/4 of the SE 1/4of Sec. 18 Twp. 114 Rng. 20S Line of the NW 1/4 of the SE 1/4 of Sec. 18 Twp. 114 Rng. 20 N Line of the NW 1/4 of the SE 1/4 of Sec. 18 Twp. 114 Rng. 20 W Line of the NW 1/4 of the SE 1/4of Sec. 18 Twp. 114 Rng. 2085.00N89°53'06"W 656.4485.001231123421234312345(185TH STREET W) COUNTY ROAD NO. 60 1445678523OUTLOT A OUTLOT BOUTLOT CIXONIA AVENUENEWNEW STREET IRVINE Drainage &Utility EasementOver All of OUTLOT CDrainage &Utility EasementOver All of OUTLOT BDrainage &Utility EasementOver All of OUTLOT AS89°53'06"E 1968.98S89°53'06"E 2579.98West 1/4 Corner ofof Sec. 18 Twp. 114 Rng. 20(Dakota County Cast Iron Monument)West 1/4 Corner ofof Sec. 18 Twp. 114 Rng. 20(Dakota County Aluminum Monument)TRAILRight of Way Easement per Doc. No. ____________Right of Way Easement per Doc. No. ____________Right of Way Easementper Doc. No. ____________31.34Drainage UtilityEasement perDoc. No. ___________22.00 Wet LandWet LandS00°12'13"E23.47216.88Δ=41°25'17"R=300.00216.44Δ=41°20'11"R=300.00S00°17'19"E 453.73322.67Δ=73°57'05"R=250.00201.29Δ=46°07'57"R=250.005.15Δ=0°35'25"R=500.00N65°48'47"E41.3658.39Δ=23°53'54"R=140.00N89°42'41"E 107.05S89°53'06"E 286.96 37.42Δ=26°48'00"R=80.00N63°18'53"E42.91N00°12'13"W 167.4440.0040.00 292.54 Δ=279°21'34" R=60.00 N40°07'00"E60.006 0 . 0 0N4 0 ° 3 1 ' 2 6 "W910S00°12'13"E 133.81S74° 2 4 ' 1 7 " E 1 3 5 . 7 0 122.97271.05Δ=73°57'05"233.50Δ=46°07'57"25.90Δ=2°44'52"S89°46'38"W 101.51662.62N89°47'47"E 310.00 30.0030.0044.53 45.88 212.11N79°24' 1 9 " W 1 3 9 . 3 2130.79N67°48'40"E 147.5072.54S89°43'17"W46.91N42°09'50"W 98.48112.6657.83S68°05'55"W 208.14Δ=22°04'00"100.1423.24173.77 17.70S46°08'02"W 211.10Δ=1°41'29"10.04Δ=19°21'16"87.83S00°16'43"E 162.4321.5570.91Δ=23°53'54"2.4566.06Δ=11°07'55"178.96167.4985.5032.1322.94 100.00S89°42'41"W 137.37Δ=15°22'32"91.242.92Δ=23°53'54"45.88107.04 85.00S89°42'41"W 136.8867.13Δ=3°00'46"17.8885.00S89°42'41"W 136.8785.0085.00140.0286.55N79°24' 1 9 " W 1 4 4 . 6 2Δ=10°52'59"55.0830.80127.04N6 4 ° 1 1 ' 1 0 " W 1 8 5 . 2 5Δ=15°13'09"77.03159.907.05N 4 8 ° 5 8 ' 0 1 "W 2 6 8 . 8 4Δ=15°13'09"77.03175.98N33°44'52 "W 152 .05Δ=15°13'09"77.03283.10Δ=41°42'18"152.86Δ=17°24'38"88.1223.69127.11Δ=21°25'10"4.2323.39Δ=26°48'00"109.12N00°12'13"W 155.00112.0089.00N00°12'13"W 155.0089.0089.00155.0089.00 72.8021.68Δ=49°40'47"R=25.0052.02Δ=49°40'47"S89°47'47"W 95.00138.30125.00 S25°46'00"W 194.2443.67228.5767.05Δ=64°01'47 "S26°10'26"E 194 .24 222.67 54.39 Δ=51°56'27"S00°12'13"E 228.5743.67Δ=64°01'47"67.05N89°47'47"E 95.00 139.05Δ=49°40'47"52.0221.68Δ=49°40'47"R=25.00N00°12'13"W 72.47101.79 Δ=12°10'28"23.3758.61Δ=9°52'39"140.83Δ=31°02'07" N89°53'06"W 125.82N00°12'13"W 160.43Δ=14°37'32"28.084.2346.75Δ=10°18'04"39.54N89°53'06"W 130.1486.0085.00N89°53'06"W 130.2785.0085.00N89°53'06"W 130.3985.00121.2285.00131.96155.00 138.66Δ=26°28'54"78.22Δ=14°56'23"Δ=23°23'35"122.49Δ=17°56'36"93.9530.0030.00STREET35.5374.94N81°32'32"W Δ=3°06'30"14.10N89°53'06"W 118.34 12.6632.84 S14°30'42"W 318.74N76°38'41"E 128.80Drainage & Utility EasementN73°36'09"E93.25S68 ° 1 0 ' 2 2 " E 125 . 7 5 9 8 . 9 4 43.16Δ=21°25'54"78.55Drai n a g e & U t i l i t y Eas e m e n t Drainage & Utility EasementDrainage & UtilityEasement VICINITY MAPPROJECTPROJECT NO.: 19152COPYRIGHT 2024 CIVIL SITE GROUP INC.cREVISION SUMMARYDATEDESCRIPTIONV2.0PRELIMINARY PLAT10-8-2024Add Small Wetland1-3-2025Lot Configuration3-11-2025Easements......N44565RORY L. SYNSTELIENLICENSE NO.DATEI HEREBY CERTIFY THAT THIS SURVEY,PLAN, OR REPORT WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED LANDSURVEYOR UNDER THE LAWS OF THESTATE OF MINNESOTA.9-4-2024CLIENT Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060QA/QCFIELD CREWDRAWN BYREVIEWED BYUPDATED BY.CJRS.PRELIMINARY PLAT GENERAL NOTESPROPERTY DESCRIPTION:Parcel 1: The East 1/2 of the West 1/2 of the Northwest 1/4 of the Southeast 1/4 ofSection 18, Township 114, Range 20, Dakota County, Minnesota.Abstract Property.ANDParcel 2: The West Half (W 1/2) of the West Half (W 1/2) of the Northwest Quarter (NW1/4) of the Southeast Quarter (SE 1/4) of Section 18, Township 114, Range 20, accordingto the United States Government Survey thereof and situate in Dakota County,Minnesota.Abstract Property.This preliminary plat was prepared with the benefit of a Commitment for Title Insuranceissued by Custom Home Builders Title, LLC as agent for Old Republic National TitleInsurance Company, File No. HB-40707, dated August 29, 2019.DATE OF PREPARATION:9-4-2024Please note that the background survey information is per a survey performed by us dated 10-3-2019(last revised 12-17-2024).APPLICANT:Peter Knaeble6001 Glenwood AvnenueGolden Valley, MN 55422612-309-9215peterknaeble@gmail.comBENCHMARKS:Elevations are based on the NGVD 29 Datum. Site Benchmark is the top nut hydrant,located in the Northwest quadrant of 185th St W and Ixonia Ave, as shown hereon.Elevation = 1092.12.AREAS:The Gross existing land area is 872,453 +/- square feet or 20.029 +/- acres.Proposed Right of Way Areas:County Road No. 60 (185th St W): 55,792 +/ square feet or 0.128 +/- acres.Interior Streets: 161,018 +/- square feet or 3.696 +/- acres.See graphics for individual lot areas.FLOOD ZONE:This property is contained in Zone X (area determined to be outside the 0.2% annualchance floodplain) per Flood Insurance Rate Map, Community Panel No. 27037C0192E,effective date of December 2, 2011.________________________________________________________Rory L. Synstelien Minnesota License No. 44565rory@civilsitegroup.comPRELIMINARY PLAT: PUMPKIN CREEKOVERHEAD UTILITIESGASMAINSANITARY SEWERSTORM SEWERFIBER/COMM. LINEELECTRIC LINE (RECORD)WATERMAINELECTRIC LINEGASMAIN (RECORD)CHAINLINK FENCE LINELinetype & Symbol Legend CONCRETE SURFACEPAVER SURFACEBITUMINOUS SURFACEGRAVEL/LANDSCAPE SURFACEIRON FENCE LINEGUARDRAILWATERMAIN (RECORD)SANITARY SEWER (RECORD)STORM SEWER (RECORD)FIBER/COMM. LINE (RECORD)TELEPHONE LINE (RECORD)TELEPHONE LINESIGNSANITARY MANHOLESTORM MANHOLECABLE TV BOXTELEPHONE MANHOLEELECTRIC TRANSFORMERTELEPHONE BOXTRAFFIC SIGNALGAS METERELECTRICAL METERWATER MANHOLEWATER VALVEAIR CONDITIONERBOLLARDCATCH BASINELECTRIC MANHOLEGAS VALVEFLAG POLEHANDICAP SYMBOLFOUND IRON MONUMENTHYDRANTCAST IRON MONUMENTSET OR TO BE SET IRON MONUMENTFLARED END SECTIONPOWER POLEUTILITY MANHOLEGUY WIRECONIFEROUS TREEDECIDUOUS TREEROOF DRAINSEWER CLEAN OUTFIRE CONNECTIONWELLUTILITY VAULTPOST INDICATOR VALVEGAS MANHOLEHAND HOLEFIBER/COMM. MANHOLEMAIL BOXFUEL TANKELECTRICAL OUTLETSBSOIL BORINGLIGHT POLEACCESS RESTRICTIONWOODEN FENCE LINEN 120306003060SCALE IN FEETPumpkin Creek 9920 & 9940 185th St W, Lakeville, Dakota Couinty, MN 55044 6001 Glenwood Ave, Golden Valley, MN 55422 GVLPage 150 of 445 Date: 7/7/2025 Assignment of Development Contract for the plat of Muller Family Theatre Second Addition Proposed Action Staff recommends adoption of the following motion: Move to approve the assignment of a development contract for Muller Family Theatre Second Addition Overview Lot 1, Block 1, Muller Family Theatre Second Addition is under contract to be sold. Paragraph 33(K) of the Development Contract prohibits Developer from assigning the Development Contract without the written permission of the City Council. No development has taken place on the property. Therefore, the new owners are bound by the terms of the Development Contract to the same extent as if they had been the original party to the Contract. Supporting Information 1. Assignment Resolution 2. Signed Assignment Financial Impact: N/A Budgeted: No Source: Envision Lakeville Community Values: Diversified Economic Development Report Completed by: Heather Botten, Senior Planner Page 151 of 445 1 (Reserved for Dakota County Recording Information) CITY OF LAKEVILLE RESOLUTION NO. 25-___ RESOLUTION APPROVING AN ASSIGNMENT OF A DEVELOPMENT CONTRACT WHEREAS, the City Council approved a Development Contract for the plat of Muller Family Theare Second Addition on December 4, 2017; WHEREAS, Lot 1, Block 1, Muller Family Theatre Second Addition is under contract to be sold; WHEREAS, Paragraph 33(K) of the Development Contract prohibits Developer from assigning the Development Contract without the written permission of the City Council; WHEREAS, the new owners are bound by the terms of the Development Contract to the same extent as if they had been the original party to the Contract; NOW, THEREFORE, BE IT RESOLVED by the City Council of Lakeville, Minnesota as follows: 1. The Assignment is hereby approved; and 2. The Mayor and City Clerk are hereby authorized to sign the certificate. ADOPTED by the Lakeville City Council this 7th day of July 2025. CITY OF LAKEVILLE ______________________________ Luke M. Hellier, Mayor ATTEST: ____________________________ Ann Orlofsky, City Clerk Page 152 of 445 2 STATE OF MINNESOTA ) CITY OF LAKEVILLE ) I hereby certify that the foregoing Resolution No. 25-____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 16th day of June 2025 as shown by the minutes of said meeting in my possession. __________________________ Ann Orlofsky City Clerk (SEAL) Prepared by: City of Lakeville 20195 Holyoke Avenue Lakeville, MN 55044 Page 153 of 445 Page 154 of 445 Page 155 of 445 Page 156 of 445 Page 157 of 445 Page 158 of 445 Page 159 of 445 Date: 7/7/2025 Contract for Overhead Coiling Door Repairs at the Water Treatment Plant Proposed Action Staff recommends adoption of the following motion: Move to approve contract with W.L. HALL Co. to make repairs to the overhead coiling doors at the Water Treartment Facility. Overview During recent testing at the Lakeville Water Treatment Facility, all six overhead coiling doors were found to be malfunctioning. These doors are required to descend at a controlled and safe rate in the event of a fire; however, all six failed to operate as intended. Following the inspection, the contractor recommended replacing the existing spring-operated mechanisms with electric operators to ensure proper functionality and compliance with fire safety codes. City staff solicited quotes from multiple contractors and determined that only one qualified and reasonable vendor is available to complete the work. The current doors are only compatible with a McKeon retrofit operator, and W.L. Hall is the local-authorized dealer and certified installer for this equipment. In addition to installing the retrofit operators, W.L. Hall will complete other necessary code-related repairs. To support the new electric operators, City staff will also contract with a licensed electrician to install the required power supply connections. A $5,000 allowance is recommended to cover the cost of this electrical work. Supporting Information 1. Contract 2. Quote Financial Impact: $38,660.00 Budgeted: No Source: Utilities Major Maintenance 7602.6295 Envision Lakeville Community Values: Good Value for Public Services Safety throughout the Community Report Completed by: Tom Breeggemann Facility Supervisor Page 160 of 445 1 209971 AGREEMENT AGREEMENT made this 7th day of July 2025, by and between the CITY OF LAKEVILLE, a Minnesota municipal corporation ("City") and W.L. HALL CO. ("Contractor"). IN CONSIDERATION OF THEIR MUTUAL COVENANTS, THE PARTIES AGREE AS FOLLOWS: 2. CONTRACT DOCUMENTS. The following documents shall be referred to as the “Contract Documents”, all of which shall be taken together as a whole as the contract between the parties as if they were set verbatim and in full herein: A. This Agreement. B. Contractor’s Proposal No. 5186 (Exhibit A) In the event of a conflict among the provisions of the Contract Documents, the order in which they are listed above shall control in resolving any such conflicts. Contract Document “A” has the first priority and Contract Document “B” has the last priority. 2. SCOPE OF SERVICES. The Contractor shall provide the goods, services, and perform the work set forth in the Contract Documents. Specifically, the Contractor agrees to repair overhead coiling doors that were identified as faulty during the most recent inspection. The Work primarily consists of furnishing and installing McKeon FS retrofit operators on six (6) overhead coiling doors located at the Lakeville Water Treatment Facility, 18400 Ipava Avenue, Lakeville, MN 55044 (the “Work”). Contractor shall provide all personnel, supervision, services, materials, tools, equipment and supplies and do all things necessary and ancillary. 3. COMPENSATION. Contractor shall be paid by the City for the Work in accordance with the fee schedule attached in the Contractor’s Proposal which is inclusive of reimbursable expenses. The fee shall not be adjusted even if the estimated number of hours to perform a task, or any other estimate, assumption or matter is wrong or exceeded. Payment shall be made periodically after a service has been completed and within thirty-five (35) days of receipt of an invoice. 4. COMPLETION DATE. The Work must be completed by December 31st 2025. 5. PROMPT PAYMENT TO SUBCONTRACTORS. A. Pursuant to Minnesota Statute §471.25, Subdivision 4a, the Contractor must pay any subcontractor within ten (10) days of the Contractor’s receipt of payment from the City for undisputed services provided by the subcontractor. The Contractor must pay interest of one and one- half percent (1½ %) per month or any part of a month to subcontractor on any undisputed amount not paid on time to the subcontractor. The minimum monthly interest penalty payment for an unpaid balance of $100.00 or more is $10.00. For an unpaid balance of less than $100.00, the Contractor shall pay the actual penalty due to the subcontractor. A subcontractor who prevails in a civil action Page 161 of 445 2 209971 to collect interest penalties from the Contractor shall be awarded its costs and disbursements, including attorney’s fees, incurred in bringing the action. B. Form IC-134 required from general contractor. Minn. Stat. § 290.92 requires that the City of Burnsville obtain a Withholding Affidavit for Contractors, Form IC-134, before making final payments to Contractors. This form needs to be submitted by the Contractor to the Minnesota Department of Revenue for approval. The form is used to receive certification from the state that the vendor has complied with the requirement to withhold and remit state withholding taxes for employee salaries paid. 6. RIGHTS AND REMEDIES. A. The duties and obligations imposed by the Contract Documents, and the rights and remedies available there under shall be in addition to, and not a limitation of, any duties, obligations, rights and remedies otherwise imposed or available by law. B. No action, or failure to act, by the City or the Contractor shall constitute a waiver of any right or duty afforded any of them under the Contract, nor shall any such action or failure to act constitute an approval of, or acquiescence in, any breach there under, except as may be specifically agreed in writing. 7. CONDITION/INSPECTION/REMEDY. A. Services shall be subject to inspection by the City. B. Defective work shall be removed and replaced, or satisfactorily repaired. 8. CHANGES TO WORK. Without invalidating the Contract, the City may, at any time, or from time to time, order additions, deletions or revisions in the work provided under this Agreement; these will be authorized by an amendment to the Contract. Upon approval of an amendment, Contractor shall proceed with the work provided under the amendment. Changes in the Contract Price shall be based upon the prices identified in the fee schedule provided in the Contractor’s Proposal or negotiated between the parties based on similar work provided in the Proposal. 9. UNAUTHORIZED WORK. Additional work performed without authorization of an amendment of this Contract will not entitle Contractor to an increase in the Contract Price or an extension of the Contract Time. 10. DOCUMENTS. The City shall be the owner of all documents, reports, studies, analysis and the like prepared by the Contractor in conjunction with this contract. 11. COMPLIANCE WITH LAWS AND REGULATIONS. In providing services hereunder, Contractor shall abide by all statutes, ordinances, rules and regulations pertaining to the provisions of services to be provided. Page 162 of 445 3 209971 12. STANDARD OF CARE. Contractor shall exercise the same degrees of care, skill, and diligence in the performance of the Services as is ordinarily possessed and exercised by a professional Contractor under similar circumstances. No other warranty, expressed or implied, is included in this Agreement. City shall not be responsible for discovering deficiencies in the accuracy of Contractor’s services. 13. CONTRACTOR’S REPRESENTATIONS. A. Contractor has visited the Site and become familiar with and is satisfied as to the general, local, and Site conditions that may affect cost, progress, and performance of the Work. B. Contractor is familiar with and is satisfied as to all federal, state, and local laws and regulations that may affect cost, progress, and performance of the Work. C. Contractor does not consider that any 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 of the Contract Documents. D. The Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. E. Subcontracts: (1) Unless otherwise specified in the Contract Documents, the Contractor shall, upon receipt of the executed Contract Documents, submit in writing to the Owner the names of the Subcontractors proposed for the work. Subcontractors may not be changed except at the request or with the consent of the Owner. (2) The Contractor is responsible to the Owner for the acts and omissions of the Contractor's subcontractors, and of their direct and indirect employees, to the same extent as the Contractor is responsible for the acts and omissions of the Contractor's employees. (3) The Contract Documents shall not be construed as creating any contractual relation between the Owner and any subcontractor. (4) The Contractor shall bind every subcontractor by the terms of the Contract Documents. 14. INDEMNIFICATION. To the fullest extent permitted by law, Contractor agrees to defend, indemnify and hold harmless the City, and its employees, officials, and agents from and against all claims, actions, damages, losses and expenses, including reasonable attorney fees, arising out of Contractor’s negligence or its performance or failure to perform its obligations under this Page 163 of 445 4 209971 Contract. Contractor’s indemnification obligation shall apply to subcontractor(s), or anyone directly or indirectly employed or hired by Contractor, or anyone for whose acts Contractor may be liable. Contractor agrees this indemnity obligation shall survive the completion or termination of this Contract. 15. INSURANCE. Prior to the start of the project, Contractor shall furnish to the City a certificate of insurance showing proof of the required insurance required under this Paragraph. Contractor shall take out and maintain or cause to be taken out and maintained until six (6) months after the City has accepted the public improvements, such insurance as shall protect Contractor and the City for work covered by the Contract including workers’ compensation claims and property damage, bodily and personal injury which may arise from operations under this Contract, whether such operations are by Contractor or anyone directly or indirectly employed by either of them. The minimum amounts of insurance shall be as follows: Commercial General Liability (or in combination with an umbrella policy) $2,000,000 Each Occurrence $2,000,000 Products/Completed Operations Aggregate $2,000,000 Annual Aggregate The following coverages shall be included: Premises and Operations Bodily Injury and Property Damage Personal and Advertising Injury Blanket Contractual Liability Products and Completed Operations Liability Professional Liability $1,000,000 with a deductible maximum of $125,000. Automobile Liability $2,000,000 Combined Single Limit – Bodily Injury & Property Damage Including Owned, Hired & Non-Owned Automobiles Workers Compensation Workers’ Compensation insurance in accordance with the statutory requirements of the State of Minnesota, including Employer’s Liability with minimum limits are as follows: $500,000 – Bodily Injury by Disease per employee $500,000 – Bodily Injury by Disease aggregate $500,000 – Bodily Injury by Accident The Contractor shall, prior to commencing the Services, deliver to the City a Certificate of Insurance as evidence that the above coverages are in full force and effect. The Contractor’s policies shall be the primary insurance to any other valid and collectible insurance available to the City with respect to any claim arising out of Contractor’s performance under this Agreement. All insurance policies (or riders) required by this Agreement shall be Page 164 of 445 5 209971 (i) Taken out by the Contractor 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 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. (iii) Shall name Contractor as an insured party and City as an additional insured with respect to General Liability, Auto Liability, and umbrella policies on a primary and non-contributory basis, (iv) Shall be in accordance with specifications approved by the insurance advisory for City, and (v) Shall be evidenced by a Certificate of Insurance listing City as an additional insured which shall be filed with the City. Certificates of Insurance that do not meet these requirements will not be accepted. Certificates of Insurance shall include the policy endorsements showing the City named as additional insured on a primary and non-contributory basis. 16. INDEPENDENT CONTRACTOR. The City hereby retains the Contractor as an independent contractor upon the terms and conditions set forth in this Agreement. The Contractor is not an employee of the City and is free to contract with other entities as provided herein. Contractor shall be responsible for selecting the means and methods of performing the work. Contractor shall furnish any and all supplies, equipment, and incidentals necessary for Contractor's performance under this Agreement. City and Contractor agree that Contractor shall not at any time or in any manner represent that Contractor or any of Contractor's agents or employees are in any manner agents or employees of the City. Contractor shall be exclusively responsible under this Agreement for Contractor's own FICA payments, workers compensation payments, unemployment compensation payments, withholding amounts, and/or self-employment taxes if any such payments, amounts, or taxes are required to be paid by law or regulation. 17. SUBCONTRACTORS. Contractor shall not enter into subcontracts for services provided under this Agreement without the express written consent of the City. Contractor shall comply with Minnesota Statute § 471.425. Contractor must pay Subcontractor for all undisputed services provided by Subcontractor within ten days of Contractor’s receipt of payment from City. Contractor must pay interest of 1.5 percent per month or any part of a month to Subcontractor on any undisputed amount not paid on time to Subcontractor. The minimum monthly interest penalty payment for an unpaid balance of $100 or more is $10. 18. ASSIGNMENT. Neither party shall assign this Agreement, nor any interest arising herein, without the written consent of the other party. 19. WAIVER. Any waiver by either party of a breach of any provisions of this Agreement shall not affect, in any respect, the validity of the remainder of this Agreement. Page 165 of 445 6 209971 20. ENTIRE AGREEMENT. The entire agreement of the parties is contained herein. This Agreement supersedes all oral agreements and negotiations between the parties relating to the subject matter hereof as well as any previous agreements presently in effect between the parties relating to the subject matter hereof. Any alterations, amendments, deletions, or waivers of the provisions of this Agreement shall be valid only when expressed in writing and duly signed by the parties, unless otherwise provided herein. 21. CONTROLLING LAW. This Agreement shall be governed by and construed in accordance with the laws of the State of Minnesota. 22. COPYRIGHT. Contractor shall defend actions or claims charging infringement of any copyright or patent by reason of the use or adoption of any designs, drawings or specifications supplied by it, and it shall hold harmless the City from loss or damage resulting there from. 23. RECORDS. The Contractor shall maintain complete and accurate records of time and expense involved in the performance of services. 24. MINNESOTA GOVERNMENT DATA PRACTICES ACT. Contractor must comply with the Minnesota Government Data Practices Act, Minnesota Statutes Chapter 13, as it applies to (1) all data provided by the City pursuant to this Agreement, and (2) all data, created, collected, received, stored, used, maintained, or disseminated by the Contractor pursuant to this Agreement. Contractor is subject to all the provisions of the Minnesota Government Data Practices Act, including but not limited to the civil remedies of Minnesota Statutes Section 13.08, as if it were a government entity. In the event Contractor receives a request to release data, Contractor must immediately notify City. City will give Contractor instructions concerning the release of the data to the requesting party before the data is released. Contractor agrees to defend, indemnify, and hold City, its officials, officers, agents, employees, and volunteers harmless from any claims resulting from Contractor’s officers’, agents’, city’s, partners’, employees’, volunteers’, assignees’ or subcontractors’ unlawful disclosure and/or use of protected data. The terms of this paragraph shall survive the cancellation or termination of this Agreement. 25. TERMINATION. This Agreement may be terminated by City on two (2) days’ written notice delivered to Contractor at the address on file with the City. Upon termination under this provision if there is no fault of the Contractor, the Contractor shall be paid for services rendered and reimbursable expenses until the effective date of termination. If the City terminates the Agreement because the Contractor has failed to perform in accordance with this Agreement, no further payment shall be made to the Contractor, and the City may retain another Contractor to undertake or complete the work identified in this Agreement. Page 166 of 445 7 209971 Dated: July 7th , 2025 CITY OF LAKEVILLE BY: Luke M. Hellier, Mayor AND:______________________________________ Ann Orlofsky, City Clerk Dated: July 7th , 2025 W.L. HALL CO. BY: Its _______________ Brian Haugdahl, Director of the Service Division Page 167 of 445 PROJECT ESTIMATE DATE: 06/26/2025 QUOTE ID: 5186 SERVICE LOCATION: Lakeville Water Treatment Facility STREET:18400 Ipava Ave CITY:Lakeville, MN 55044 CONTACT: Tom Breeggemann tbreegemann@lakevillemn.org DATE SUBMITTED: 06/26/2025 PREPARED BY: Frenzel, Steven DESCRIPTION: Post 2025 Inspection - Overhead Coiling Fire Door Repairs RECOMMENDATION: Perform repairs to deficient Fire Doors to restore proper function and NFPA 80 code compliance. SCOPE OF WORK: Main Entry Counter: Fill holes in bottom bar. North Filter Window Across From Control Center: Install bigger washers and reposition bolts on side rails. Fire caulk side rails. Furnish and install McKeon FS-31 retrofit operator. South Filter Window Across From Control Center: Install bigger washers and reposition bolts on side rails. Fire caulk side rails. Furnish and install McKeon FS-31 retrofit operator. Potassium Permanganate: Furnish and install McKeon FS-51 retrofit operator. Re-inspect door for proper operation and NFPA 80 code compliance. Chlorine Room: Install new fusible link cable assembly and turn buckle. Re-inspect door for proper operation and NFPA 80 code compliance. Chlorine Feed East Door: Furnish and install McKeon FS-31 retrofit operator. Install new fusible link. Chlorine Feed South Door: Furnish and install McKeon FS-31 retrofit operator. Equipment room: Furnish and install McKeon FS-31 retrofit operator. ****This work will require a licensed electrician which is to be provided by the site and not included in this quoted amount. The electrician will need to run power and conduit to all retrofit operators, as well as their corresponding key switches. TO BE DONE BY CUSTOMER/OTHERS: Chlorine Room: This door is missing it’s fire tag. Customer to supply door fire certificate or supply door manufacture name in order to determine if door can be re-certified. ITEM QUANTITY UNIT PRICE TOTAL Main Entry Counter: Fill holes in bottom bar.1 $150.00 $150.00 North Filter Window Across From Control Center: Install bigger washers and reposition bolts on side rails. Fire caulk side rails. Furnish and install McKeon FS-31 retrofit operator.1 $5,450.00 $5,450.00 South Filter Window Across From Control Center: Install bigger washers and reposition bolts on side rails. Fire caulk side rails. Furnish and install McKeon FS-31 retrofit operator.1 $5,450.00 $5,450.00 Potassium Permanganate: Furnish and install McKeon FS-51 retrofit operator. Re-inspect door for proper operation and NFPA 80 code compliance.1 $5,860.00 $5,860.00 Chlorine Room: Install new fusible link cable assembly and turn buckle. Re-inspect door for proper operation and NFPA 80 code compliance.1 $300.00 $300.00 Chlorine Feed East Door: Furnish and install McKeon FS-31 retrofit operator. Install new fusible link.1 $5,450.00 $5,450.00 Chlorine Feed South Door: Furnish and install McKeon FS-31 retrofit operator.1 $5,450.00 $5,450.00 Equipment room: Furnish and install McKeon FS-31 retrofit operator.1 $5,450.00 $5,450.00 Standard trip charge 1 $100.00 $100.00 Exhibit A Page 168 of 445 To ta l $33,660.00 ITEM QU ANTITY UNI T P RIC E TOTAL S I GNATU RE PRI NT NAME DATE NO TE: PAYMENT TERMS ARE NET 30 DAYS . IF PAYING BY CREDIT CARD THERE W ILL BE A 3% CO NVENIENCE FEE ADDED TO TO TAL Page 169 of 445 PRO JECT ESTIMATE DATE: 06/2 6 /2025 QUOTE ID:5 1 8 6 SERVICE LOCATION: La ke ville Wa te r Tre a tme nt Fa cility STREET:1 8 4 0 0 Ip a va Ave CITY:La ke ville , MN 55044 CONTACT:To m Bre e g g e ma nn tbre e g e ma nn@ la ke ville mn.o rg DATE SUBMITTED:06/26/2025 P REP ARED BY:Fre nze l, Ste ve n DE S CRIP TION: P o s t 2 0 2 5 In s pe ctio n - Ove rhe a d Co iling Fire Do o r Re pa irs RE COMMENDATION: P e rfo rm re pa irs to de ficie n t Fire Do o rs to re s to re p ro pe r fu n c tio n a nd NFP A 80 c o d e co mplia nce . S COP E OF WORK: Ma in E n try Co unte r: Fill ho le s in b o tto m b a r. No rth Filte r Win d o w Acro s s Fro m Co ntro l Ce n te r: Ins ta ll bigge r wa s he rs a nd re p o s itio n bo lts o n s ide ra ils . Fire ca ulk s ide ra ils . Fu rnis h a nd ins ta ll McKe o n FS-3 1 re tro fit o pe ra to r. S o u th Filte r Windo w Acro s s Fro m Co n tro l Ce n te r: Ins ta ll b igge r wa s he rs a nd re po s itio n bo lts o n s ide ra ils . Fire ca ulk s ide ra ils . Fu rnis h a nd ins ta ll McKe o n FS-3 1 re tro fit o pe ra to r. P o ta s s ium P e rma nga na te : Fu rnis h a nd ins ta ll McKe o n FS-5 1 re tro fit o pe ra to r. Re -in s p e c t d o o r fo r pro pe r o pe ra tio n a nd NFP A 80 c o d e co mplia nce . Ch lo rine Ro o m: Ins ta ll ne w fus ible link ca ble a s s e mbly a nd turn buckle . Re -ins pe ct do o r fo r p ro pe r o p e ra tio n a n d NFP A 8 0 c o d e co mplia nce . Ch lo rine Fe e d Ea s t Do o r: Fu rnis h a nd in s ta ll Mc Ke o n FS-31 re tro fit o p e ra to r. Ins ta ll n e w fus ible lin k. Ch lo rine Fe e d So uth Do o r: Fu rnis h a nd ins ta ll Mc Ke o n FS-3 1 re tro fit o pe ra to r. E q u ipme nt ro o m: Furnis h a n d in s ta ll Mc Ke o n FS -31 re tro fit o p e ra to r. ****Th is wo rk will re q u ire a lice ns e d e le ctric ia n wh ic h is to be p ro vide d by th e s ite a n d no t in c lude d in this q u o te d a mo unt. Th e e le ctric ia n will ne e d to ru n po we r a nd c o n d u it to a ll re tro fit o p e ra to rs , a s we ll a s the ir co rre s p o n d ing ke y s witche s . TO BE DONE BY CUSTOMER/OTHERS: Ch lo rine Ro o m: Th is d o o r is mis s ing it’s fire ta g. Cus to me r to s upply do o r fire ce rtifica te o r s upply do o r ma n u fa ctu re n a me in o rde r to d e te rmin e if do o r ca n be re -ce rtifie d. ITEM QU ANTITY UNI T P RIC E TOTAL Ma in Entry Co u n te r: Fill ho le s in bo tto m ba r.1 $150.0 0 $150.00 No rth Filte r Windo w Ac ro s s Fro m Co n tro l Ce nte r: In s ta ll big g e r wa s h e rs a n d re po s itio n b o lts o n s id e ra ils . Fire c a u lk s id e ra ils . Furnis h a n d in s ta ll Mc Ke o n FS -31 re tro fit o p e ra to r.1 $5,4 5 0 .00 $5,450.00 So uth Filte r Windo w Ac ro s s Fro m Co ntro l Ce nte r: In s ta ll b igge r wa s he rs a nd re po s itio n bo lts o n s id e ra ils . Fire c a u lk s id e ra ils . Furnis h a n d in s ta ll Mc Ke o n FS -31 re tro fit o p e ra to r.1 $5,4 5 0 .00 $5,450.00 P o ta s s iu m P e rma n g a n a te : Furn is h a n d ins ta ll McKe o n FS -51 re tro fit o pe ra to r. Re -ins pe ct do o r fo r p ro pe r o p e ra tio n a n d NFP A 8 0 co de co mp lia n ce .1 $5,8 6 0 .00 $5,860.00 Chlo rine Ro o m: In s ta ll ne w fu s ib le link c a b le a s s e mb ly a nd turn b u ckle . Re -in s pe ct do o r fo r pro p e r o p e ra tio n a nd NFP A 80 co de c o mplia n c e .1 $300.0 0 $300.00 Chlo rine Fe e d Ea s t Do o r: Furn is h a nd ins ta ll McKe o n FS-31 re tro fit o pe ra to r. Ins ta ll ne w fu s ib le link.1 $5,4 5 0 .00 $5,450.00 Chlo rine Fe e d So uth Do o r: Furn is h a nd ins ta ll McKe o n FS-31 re tro fit o pe ra to r.1 $5,4 5 0 .00 $5,450.00 Equipme n t ro o m: Fu rnis h a nd ins ta ll McKe o n FS-3 1 re tro fit o pe ra to r.1 $5,4 5 0 .00 $5,450.00 Sta n d a rd trip c h a rge 1 $100.0 0 $100.00Page 170 of 445 To ta l $33,660.00 ITEM QU ANTITY UNI T P RIC E TOTAL S I GNATU RE PRI NT NAME DATE NO TE: PAYMENT TERMS ARE NET 30 DAYS . IF PAYING BY CREDIT CARD THERE W ILL BE A 3% CO NVENIENCE FEE ADDED TO TO TAL Page 171 of 445 Date: 7/7/2025 No Parking Resolution for Ipava Avenue Proposed Action Staff recommends adoption of the following motion: Move to approve a No Parking resolution on the west side of Ipava Avenue from 202nd Street to 203rd Street and on the east side Ipava Avenue from 202nd Street to Indio Path. Overview The Marion Fields neighborhood, located south of Antlers Park, continues to experience overflow parking from park patrons during periods of high usage. Although Lakeview Elementary School serves as the designated overflow parking area for the park, the Marion Fields neighborhood is closer in proximity, making it a more convenient option for some visitors. The Marion Fields neighborhood lacks pedestrian infrastructure, including sidewalks and a pedestrian crosswalk at the intersection of Ipava Avenue and 202nd Street. As a result, discouraging park patrons from parking in this area is recommended to minimize pedestrian safety concerns and neighborhood disruption. City staff recently met with Marion Fields residents to discuss these parking concerns. Several potential options were explored to reduce the amount of overflow parking on neighborhood streets. As part of the response, an additional sign will be installed on Ipava Avenue just south of 202nd Street to direct park users to the Lakeview Elementary School parking lot. This is in addition to the proposed No Parking area on Ipava Avenue. Staff recommends the City Council adopt a No Parking resolution for a designated segment of Ipava Avenue, as shown on the attached exhibit. Supporting Information 1. Resolution 2. No Parking Exhibit Financial Impact: NA Budgeted: No Source: NA Envision Lakeville Community Values: Safety throughout the Community Report Completed by: Paul Oehme, Public Works Director Page 172 of 445 CITY OF LAKEVILLE RESOLUTION NO. 25-___ Resolution Approving No Parking on Ipava Avenue WHEREAS, The Marion Fields neighborhood, located south of Antlers Park, continues to experience overflow parking from Antlers Park patrons during periods of high usage: and WHEREAS, The Marion Fields neighborhood lacks pedestrian infrastructure, including sidewalks and pedestrian crossings infrastructure at the intersection of Ipava Avenue and 202nd Street: and NOW, THEREFORE, BE IT RESOLVED. By the Lakeville City Council No Parking is established on the west side of Ipava Avenue from 202nd Street to 203rd Street and on the east side Ipava Avenue from 202nd Street to Indio Path ADOPTED by the Lakeville City Council this 7th day of July 2025. CITY OF LAKEVILLE ______________________________ Luke M. Hellier, Mayor ATTEST: _________________________________ Ann Orlofsky, City Clerk Page 173 of 445 Page 174 of 445 Date: 7/7/2025 Supplemental Agreement for Replacement of Water Treatment Plant Filter Media and Troughs Proposed Action Staff recommends adoption of the following motion: Move to approve professional services supplemental agreement with Black & Veatch for the replacement of water treatment filter media and troughs, City Project # 25-23. Overview The filter media at the Water Treatment Plant is original to the facility and is due for replacement. This media, composed primarily of anthracite and greensand, plays a critical role in removing iron and manganese from the water. Over time, the media breaks down, leading to more frequent backwashes and reduced overall efficiency in the treatment process. To improve filter performance and reduce water use during backwashes, staff also recommends replacing the existing U-style troughs with modern, more efficient troughs. This updated design would support simultaneous air-water backwashing, further enhancing the efficiency of the filter cleaning process. Staff has received a proposal for professional services from Black & Veatch to design the filter media and trough replacements. The scope of work includes design, bidding services, construction administration, and field observation. Black & Veatch was the original designer of the plant and has recently completed a filter media replacement study. The project is expected to be bid this fall, with construction anticipated to begin in late fall and continue through the winter months. Supporting Information 1. Supplemental Agreement Financial Impact: $186,000 Budgeted: Yes Source: Water Fund Envision Lakeville Community Values: Good Value for Public Services Report Completed by: Paul Oehme, Public Works Director Page 175 of 445 Lakeville, Minnesota - Water Treatment Plant Supplemental Agreement for Filter Rehabilitation Scope of Services This scope of work is a Supplemental Agreement to the Master Agreement for Professional Engineering Services between the City of Lakeville and Black & Veatch Corporation (B&V), dated September 20, 2021. The City of Lakeville, Minnesota (City) owns and operates the Lakeville Water Treatment Plant (WTP). The Lakeville WTP is a direct filtration groundwater treatment plant rated for 26.5 million gallon per day (mgd). The existing filters, comprised of anthracite and greensand for iron and manganese removal, is experiencing breakdown of media and require replacement. Additionally, to improve filter operations and reduce washwater requirements, the City is interested in replacing the existing U-Style trough with media retaining style troughs that would allow for simultaneous air-water backwashing. The tasks for this scope of services include the following: Task 101 – Project Administration Provide administration and management of work tasks. Review ongoing activities. Monitor schedule and budget. Prepare and submit monthly invoices. Review progress with the City on a regular basis and discuss issues as they are noted. Task 102 – Design Definition Visit the City’s Water Treatment Plant to discuss historical degradation of filter media and to observe backwash procedures. Conduct a site visit with the City to Tonka Equipment or another water treatment facility to observe media retaining troughs. Develop a brief Technical Memorandum to confirm project design elements: · Describe existing filters, operational procedures, and existing media depths · Conduct Alternatives Analysis o Media Retaining Skirts o Media Retaining Troughs · Develop recommended filter equipment and media modifications · Develop trough arrangement and quantity · Evaluate hydraulic profile for new filter media and trough arrangement · Define equipment type, materials of construction, and available manufacturers Page 176 of 445 Page 2 Filter Rehabilitation June 2025 · Define operational changes to control system to improve backwash and filter performance. · Develop a Class V opinion of probable construction cost Deliver draft TM to the City and conduct a review workshop to discuss and collect any City comments. Incorporate City comments and deliver a final TM. Provide final TM to the Minnesota Department of Health (MDH) and review meeting to discuss any comments. Address TM comments prior to proceeding to detailed design: Task 103 – Design Documents – 90% · Develop design documents for selection of a construction contractor on a competitive bid basis. Develop documents to a 90 percent completion level. · Deliver one electronic set of the drawings and specifications to City for review. · After the City’s review is complete, conduct a meeting to receive and discuss City’s review comments. B&V will then proceed to revise documents as necessary to reflect decisions made at this level. Task 104 – Design Documents – 100% · Develop design documents for selection of a construction contractor on a competitive bid basis. Develop documents to a 100 percent completion level. · Develop an opinion of project construction cost · Deliver one electronic set of the drawings and specifications to City for review. · Provide review set of final sealed documents for City’s submittal to MDH approval. Conduct meeting with MDH and address comments in final submittal. · After the City’s review is complete, conduct a meeting to receive and discuss City’s review comments. B&V will then proceed to revise documents as necessary to reflect decisions made at this level. · Submit a bid-ready set of documents to the City Task 105 – Advertising & Bidding Support B&V will assist the City in bidding phase services which include: · Assist City in pre-bid meeting · Answer supplier and bidder questions · Prepare addenda · Review submitted documents for the purpose of bid evaluation Engineer shall conform specifications and drawings to bid. An electronic set of documents shall be provided to the Owner and Contractor awarded the contract. Page 177 of 445 Page 3 Filter Rehabilitation June 2025 Task 106 – Construction Administration Engineer will perform services during the construction phase of the project to support the Owner. By performing these services, Engineer shall not have authority or responsibility to supervise, direct, or control the Contractor's work or the Contractor's means, methods, techniques, sequences, or procedures of construction. Engineer shall not have authority or responsibility for safety precautions and programs incident to Contractor's work or for any failure of Contractor to comply with laws, regulations, rules, ordinances, codes, or orders applicable to Contractor furnishing and performing the work. Specific tasks to be performed by Engineer during Construction Phase are as follows: Project Correspondence Setup. Submit Engineer’s standard construction forms to Owner for review before commencement of construction. Engineer will submit to Contractor after approval from Owner. Construction Progress Review Meetings. Conduct progress meetings weekly with Contractor and Owner. Progress meetings are anticipated to take place vitually to coordinate submittal, RFI, Change Order, and construction scheduling activities. A total of twelve (12) meetings with a duration of one-hour are anticipated. Contractor’s Schedule. Review Contractor’s schedule for compliance with construction contract documents with emphasis on milestone dates, construction sequencing, and operation of existing facilities during construction. Contractor Pay Requests. Review and process Contractor's monthly payment requests and forward to Owner with recommendations. Engineer's review shall be for the purpose of making a full independent mathematical check of Contractor's payment request. Engineer is responsible for verifying quantities of work that are the basis of payment requests. Shop Drawing Review. Review drawings and other data submitted by Contractor as required by construction contract documents. Engineer's review shall be for general conformity to construction contract documents and shall not relieve the Contractor of any of his contractual responsibilities. Such reviews shall not extend to means, methods, techniques, sequences, or procedures of construction or to safety precautions and programs incident thereto. Engineer’s level of effort for this task is 92 hours. Requests for Information (RFIs) and Change Orders. Respond to requests for interpretation of construction contract documents when requested by Owner or Contractor. Requests for clarification or information shall be in writing and copies of Engineer’s response shall be distributed to Owner. Page 178 of 445 Page 4 Filter Rehabilitation June 2025 Review and process Owner or Contractor requests for project changes including the following tasks: · Review and prepare additional documentation as required. · Evaluate the cost and scheduling. · Submit recommendations to Owner. · Assist Owner in negotiations with Contractor to obtain a fair price for the work. Engineer’s level of effort for this task is 120 hours. Drawings Conformed to Construction Records. Upon completion of project, revise construction contract drawings to conform to construction records. Submit to Owner in AutoCAD format. Sales Tax Reimbursement Assistance. Assist Owner in preparation of sales tax submittal including review of itemized tax information from Contractor and IC134 documentation. Performance Testing of Equipment. Analyze data from performance testing of equipment by Contractor or supplier when construction contract documents require equipment to be tested after installation. Submit findings to Owner. Task 107 – Field Support Services Construction Inspection. The engineer shall observe the general progress of the work and determine if the work is proceeding in accordance with the construction contract documents. It is anticipated that the engineer shall make a total of sixteen (16) trips to site to oversee the work with an estimated level of effort of ninety (96) hours. The Engineer shall perform the following: · Conduct onsite observations of the general progress of the work to assist Engineer in determining if the work is proceeding in accordance with the construction contract documents. · Conduct preconstruction conference · Serve as liaison with the Contractor, and transmit clarifications and interpretations of the construction contract documents to Contractor. · Review Contractor's construction sequence for all work being undertaken. · Coordinate onsite materials testing services during construction. Copies of testing results will be forwarded to Owner and Contractor for review and information. · Observe field tests of equipment, structures, and piping, and review the resulting reports, commenting to Engineer, as appropriate. · Conduct the preconstruction conference. · Conduct progress meetings, and other meetings with Owner and the Contractor when necessary. · Review the progress schedule, schedule of shop drawings submissions, and schedule of values prepared by the Contractor. Page 179 of 445 Page 5 Filter Rehabilitation June 2025 · Report to Owner regarding work which is known to be defective, or which fails any required inspections, tests, or approvals, or has been damaged prior to final payment; and advise Owner whether the work should be corrected or rejected, or should be uncovered for observation, or requires special testing, inspection, or approval. · Assistance in Certification of Substantial Completion · Before Engineer issues a Certificate of Substantial Completion, submit to Contractor a list of observed items requiring completion or correction. · Assist Engineer in conducting final inspection in the company of Owner and Contractor, and prepare a final list of items to be completed or corrected. · Verify that all items on the final list have been completed or corrected and make recommendations to Engineer concerning acceptance. Underdrain Inspection. Upon removal of the filter media, Engineer shall visually inspect all filter cell underdrains to confirm their condition remains suitable without repair for new media to be placed. Inspection shall include the following: · Underdrain grout condition (noting spalling, cracking, or missing grouting) · Bulging or bowing of underdrain · Broken or damaged underdrain blocks · Presence of biofouling · Inspect filter walls for spalling, cracking, or exposed rebar Engineer shall document visual inspection in a report and provide Owner recommendations for repair if damage is noted. Engineer’s estimate for this task is twenty (20) hours. Task 108 – Backwash Optimization Following commissioning of the first filter cell, the Engineer shall assist the Owner in conducting backwash optimization tests with the objective to reduce backwash waste and refine the manufacturers recommended backwash procedures. Backwash tests shall include the following: Filter Bed Expansion Test. Filter bed expansion is a useful metric for determining backwash performance with different filter bed expansion rates targeted during different backwash steps. Insufficient filter bed expansion during backwash can insufficiently clean filter media leading to mudball formation and low filter run times, since too much filter bed expansion can result in media loss and excessive backwash waste. A set of expansion tests will be conducted on one filter to optimize filter backwash water rates for all filters. High Rate Backwash Optimization. The objective of the high-rate wash step, within the backwash sequence, is to flush the media of all captured particulate that has been sheared loose from the air + water wash. Approximately 2/3 of the water usage during the overall backwash sequence occurs during the high-rate wash step, therefore, reducing this duration can significantly impact the amount of water needing to be pumped and retreated. A series of time Page 180 of 445 Page 6 Filter Rehabilitation June 2025 stepped backwash samples will be collected during the backwash test and analyzed using the WTP’s portable turbidity analyzer. The Engineer shall analyze the data collected and recommend updates to the high-rate backwash step. The results from the backwash optimization tests will be documented in a memorandum and include revised backwash sequence setpoints. The estimated level of effort for this work is (24) hours. Anticipated Drawings The following construction drawings are anticipated to be developed as part of the Project Manual: Sheet Number Sheet Name G-1 Cover and Index of Drawings G-2 General - Legends and Abbreviations C-3 Site Plan D-4 Demolition - Filter Plan (1 - 4) D-5 Demolition - Filter Plan (5 - 8) D-6 Demolition - Filter Sections M-7 Process Mechanical - Filter Plan (1 - 4) M-8 Process Mechanical - Filter Plan (5 - 8) M-9 Process Mechanical - Sections M-10 Process Mechanical - Details Anticipated Specifications The following construction specifications are anticipated to be developed as part of the Project Manual: Spec # Specification Division 00 Front End Documents Division 01 General Requirements Division 2 Sitework 02050 Demolition Division 3 Concrete 03302 Miscellaneous Cast-in-Place Concrete 03600 Grouting Division 4 Masonry Division 5 Metals 05550 Anchorage In Concrete and Masonry 05990 Structural and Miscellaneous Metals Division 6 Wood and Plastic Page 181 of 445 Page 7 Filter Rehabilitation June 2025 Division 7 Thermal and Moisture Protection Division 8 Doors and Windows Division 9 Finishes 09940 Protective Coatings Division 10 Specialties 10990 Miscellaneous Specialties Division 11 Equipment 11060 Equipment Installation Division 12 Furnishings Division 13 Special Construction 13225 Filter Equipment Replacement 13265 Filter Media Replacement Division 14 Conveying Systems Division 15 Mechanical Division 16 Electrical COMPENSATION For the services covered by this Supplemental Agreement, the Owner agrees to pay the Engineer as follows; for the Scope of Services as described herein, an amount equal to Engineer's hourly billing rates, plus reimbursable expenses at cost. The maximum billed for these services shall not exceed $186,000 without further authorization. City of Lakeville Black & Veatch Corporation: By: Printed Name: By: Printed Name: Paul Boersma Title: Date: Title: Vice-President Date: Page 182 of 445 Date: 7/7/2025 Keokuk Property Purchase Agreement Second Amendment Proposed Action Staff recommends adoption of the following motion: Move to approve a resolution to amend the Keokuk property purchase agreement. Overview The city entered into a purchase agreement with Lakeville 210 MOB Investors, LLC for the sale of the city property located at 20830 Keokuk Avenue, just north of the Keokuk Liquor Store. They have requested extending the deadline for the Inspection Period listed in the purchase agreement by three months, from July 6 to October 6. The purchase agreement extension would provide them with additional time to work with potential tenants of the proposed building and would align the Inspection Period with the final Approval Period deadline, which is also on October 6. Staff and the City Attorney have reviewed the amendment and recommend approval. Supporting Information 1. Second Amendment PSA 6.30.2025 Financial Impact: $N/A Budgeted: No Source: Envision Lakeville Community Values: Good Value for Public Service Report Completed by: Allyn Kuennen, Assistant City Administrator Page 183 of 445 Page 184 of 445 Page 185 of 445 Date: 7/7/2025 Approval of Pavement Management Change Orders for City Projects 25-01 and 25-03 Proposed Action Staff recommends adoption of the following motion: Move to 1) approve change order #2 in the amount of $30.938.25 for the 2025 Miscellaneous Improvements Project, City Project 25-01 and 2) approve change order #1 in the amount of $45,423.75 for the 2025 Collector Roadway Rehabilitation Project, City Project 25-03. Overview On March 17, 2025 the City Council awarded a construction contract for the Miscellaneous Improvements Project. Bids came in favorable to the City for the project. During design of the Misc Improvements Project, a neighborhood slated for maintenance was removed from the project mill and overlay portion due to the preliminary geotechnical findings that those roadways were not suitable for a mill & overlay and should be reconstructed. Both the favorable bid prices and the removal of this neighborhood from the Misc Project has created the opportunity to fund other needed pavement maintenance in 2025. Two smaller mill & overlay change orders have been prepared and negotiated. The first would be Change Order 2 of City Project 25-01 which would entail milling and paving portions of Jamaica Ave and Oak Shores Drive following the Sanitary Sewer Lift Station 26 Project from this spring. These streets sustained many pavement removals and patches from the installation of the pipes and small utility potholing. Two quotes were obtained to complete this work and McNamara was the low quote. The second would be Change Order 1 of City Project 25-03 which would include the addition of milling and paving Imagery Lane. Imagery Lane is directly adjacent to the project site and has an OCI value comparable to other streets in the project which are well suited for a mill & overlay. Staff negotiated with the contractor to complete all work at unit bid prices. The proposed work would be added to the 2025 Miscellaneous Improvements Project and the 2025 Collector Roadway Rehabilitation Project. The change orders in the total amount of $76,362 would allow these improvements to be made. Funding for the work would come from the Sanitary Sewer Operating Fund for the Jamaica Ave. and Oak Shores Drive area and the Pavement Management Fund for the Imagery Lane Improvements. Supporting Information 1. CP25-01 Change Order 2 signed 2. CP25-03 Change Order 1 signed 3. LS 26 Mill & Overlay Quote McNamara 4. LS 26 Mill & Overlay Quote BR Page 186 of 445 Financial Impact: $76,362 Budgeted: Yes Source: Multiple Sources Envision Lakeville Community Values: Good Value for Public Service Report Completed by: Steve Ferraro, Public Works Coordinator Page 187 of 445 CITY OF LAKEVILLE CHANGE ORDER NO. 2 CHANGE ORDER DATE 5/22/2025 SHEET Page 1 of 1 PROJECT NO. 25-01 CONTRACTOR McNamara Contracting Inc PROJECT NAME 2025 Miscellaneous Improvements Project ADDRESS 16700 Chippendale Ave Rosemount , MN 55068 TYPE OF WORK Change Order 2 ORIGINAL CONTRACT AMOUNT $2,530,518.29 REVISED CONTRACT AMOUNT $2,561,456.54 Spec. No. Item No.Item of Work Unit Original  Previous Change Quantity Quantity Unit Price Increase Amount Decrease Amount 1 213 MOBILIZATION LS 0 1.00 $5,000.00 $5,000.00 0.00 2232.504 214 MILL BITUMINOUS SURFACE (1.5") S Y 0 3,285.00 $1.45 $4,763.25 0.00 2360.504 215 TYPE SP 9.5 WEAR CRS MIX(3,C) TON 0 275.00 $77.00 $21,175.00 0.00 Net Increase or Decrease: $30,938.25 Totals $30,938.25 $0.00 Due to this change, the contract time: a: is increased/decreased by 0 working days. is increased/decreased by 0 calendar days. ► b: is not changed. c: may be revised if the work affects/affected the controlling operation EXPLANATION OF CHANGE IN PLAN RECOMMENDED (Attach additional sheets if necessary) Mill and overlay on Jamaica Avenue and Oak Shores Drive. Work to be completed Mid-August prior to the start of school. CONTRACTOR SIGNATURE DATE MAYOR SIGNATURE DATE CONSTRUCTION REPRESENTATIVE SIGNATURE DATE 5/22/2025 Page 188 of 445 CITY OF LAKEVILLE CHANGE ORDER NO. 1 CHANGE ORDER DATE 5/21/2025 SHEET Page 1 of 2 PROJECT NO. 25-03 CONTRACTOR McNamara Contracting Inc PROJECT NAME 2025 Collector Roadway Rehabilitation ADDRESS 16700 Chippendale Ave Rosemount , MN 55068 TYPE OF WORK Change Order 1 ORIGINAL CONTRACT AMOUNT $546,716.46 REVISED CONTRACT AMOUNT $592,140.21 Spec. No. Item No.Item of Work Unit Original  Previous Change Quantity Quantity Unit Price Increase Amount Decrease Amount 2104.503 54 REMOVE CURB & GUTTER LF 0 180.00 $12.50 $2,250.00 0.00 2104.503 55 SAWING CONCRETE PAVEMENT (FULL DEPTH) LF 0 80.00 $1.00 $80.00 0.00 2104.518 56 REMOVE CONCRETE WALK SF 0 375.00 $2.60 $975.00 0.00 2232.504 57 MILL BITUMINOUS SURFACE (2.0") SY 0 2,032.00 $2.00 $4,064.00 0.00 2360.509 58 TYPE SP 9.5 WEARING COURSE MIXTURE (3,C) TON 0 250.00 $74.00 $18,500.00 0.00 2504.602 66 ADJUST VALVE BOX EA 0 1.00 $650.00 $650.00 0.00 2506.502 67 ADJUST FRAME & RING CASTING W/ INFI SHIELD (SANITARY) EA 0 4.00 $990.00 $3,960.00 0.00 2506.502 64 ADJUST FRAME & RING CASTING (STORM SEWER) EAC H 0 2.00 $270.00 $540.00 0.00 2506.602 65 GROUT REPAIR - STRUCTURE INTERIOR EA 0 6.00 $490.00 $2,940.00 0.00 2521.518 59 5" CONCRETE WALK SF 0 375.00 $9.65 $3,618.75 0.00 2531.503 61 CONCRETE CURB AND GUTTER DESIGN D418 LF 0 160.00 $32.00 $5,120.00 0.00 2531.503 60 CONCRETE CURB & GUTTER DESIGN B618 LF 0 20.00 $31.30 $626.00 0.00 2573.502 62 STORM DRAIN INLET PROTECTION EA 0 6.00 $150.00 $900.00 0.00 2575.604 63 PERMANENT TURF ESTABLISHMENT SY 0 60.00 $20.00 $1,200.00 0.00 Net Increase or Decrease: $45,423.75 Totals $45,423.75 $0.00 Due to this change, the contract time: a: is increased/decreased by 0 working days. is increased/decreased by 0 calendar days. ► b: is not changed. c: may be revised if the work affects/affected the controlling operation EXPLANATION OF CHANGE IN PLAN RECOMMENDED (Attach additional sheets if necessary) Mill and overlay along Imagery Ln. CONTRACTOR SIGNATURE DATE MAYOR SIGNATURE DATE CONSTRUCTION REPRESENTATIVE SIGNATURE DATE Lucas Henry 5.23.25 5/21/2024 Page 189 of 445 To:Contact:City Of LakevilleJamaica Ave Change OrderProject Name:Bid Number:Fax:Address:Lakeville, MN 55044Phone:Project Location:Bid Date:5/20/2025Addendum #:-Total PriceUnit PriceUnitItem DescriptionItem #Line #Estimated Quantity1 11.00 LS $5,000.00 $5,000.00Mobilization2 23,285.00 SY $1.45 $4,763.251.5" Surface Milling3 3275.00TON$77.00 $21,175.001.5" Bituminous Wear Course SPWEA340C(R)Total Bid Price: $30,938.25Notes:•This is a unit price bid based on quantities provided by others. Quantity billed to be based on actual quantity installed as measured in the field.• Quote assumes all work to be completed by 10-31-2025.• Bond is included at 0.15%• Quote is for line items only and EXCLUDES: Traffic control, utility adjusts, flagging (should flagging be necessary), subgrade corrections, striping orrestoration. Additional scope can be priced upon request.• Quote assumes fully loaded 4 and/or 5 axle dump trucks will have access to all areas of our work. Further, this quote assumes that said fullyloaded trucks will not be detrimental (cause rutting and/or deflection) to the material we are installing bituminous on top of.• We reserve the right to negotiate the terms of any binding contract. This includes, but is not limited to, requiring that this quote and notes areincluded in said contract.Payment Terms:Payment due within 10 days after payment is made by Owner or within 30 days of invoice; whichever is soonerACCEPTED:The above prices, specifications and conditions are satisfactory and are hereby accepted.Buyer:Signature:Date of Acceptance:CONFIRMED:McNamara Contracting, Inc.Authorized Signature:Estimator:Lucas Henry612-655-3695 lucash@mcnamaracontracting.com5/20/2025 4:01:49 PMPage 1 of 1Page 190 of 445 To: Contact:BOLTON & MENK, INC. LOGAN SHOTTROFF OAK SHORES LIFT STATION#26 AND FORCE MAINProject Name:Bid Number: Fax:BURNSVILLE, MN 55337 Address:12224 NICOLLET AVENUE Phone:651-302-3127 Project Location:10435 162nd St W, LAKEVILLE, MN Bid Date:10/10/2024 Addendum #:1,2, & 3 Total PriceUnit PriceUnitItem DescriptionItem #Estimated Quantity 1 1.00 LS $3,000.00 $3,000.00MOBILIZATION 2 3,282.00 SY $2.50 $8,205.00MILL BIT PAVMENT 3 3,282.00 SY $10.00 $32,820.00PAVE - 1.5" WEAR Total Bid Price: $44,025.00 Notes: • JAMAICA AVE/OAK SHORE DR PROPOSAL INCLUDES 3,282 SY OF 1.5" MILL & OVERLAY 276 TN SPWEA340C(R) All work to be completed in 2025. • Proposed Work Does Not Include: Landscape Restoration, Irrigation Repair/Restoration, Private Utility Locates/Repairs, Sub-soil Corrections, Erosion Control, Towing Charges, Permits and Fees, Multiple Mobilizations, Surveying or any Unforseen Conditions, Guarantee on drainage or ponding of water on lots with less than 1% slope. No epoxy or thermoplastic striping. If wear course is to be placed after October 31, Bituminous Roadways cold weather paving advisory will need to be signed. •Noted Addn: None • For more information:www.bitroads.com Payment Terms: This proposal is subject to credit approval and is valid for 10 calendar days, after which time price quotes may be withdrawn without notice. This quote is based on standard AGC subcontract language and shall become a rider to any contract. Payment due upon receipt of invoice. A finance charge of 1 1/2% per month (18% per year) will be charged on any balance over 30 days past invoice date, unless otherwise agreed upon in writing. We gladly accept Visa, Mastercard, Discover & American Express. https://bitroads.com/About-Us/75th-Anniversary ACCEPTED: The above prices, specifications and conditions are satisfactory and are hereby accepted. Buyer: Signature: Date of Acceptance: CONFIRMED: BITUMINOUS ROADWAYS, INC. - MENDOTA HEIGHTS Authorized Signature: Estimator:Ryan Vosejpka ryan.vosejpka@bitroads.com 5/19/2025 10:55:18 AM Page 1 of 1 Page 191 of 445 Date: 7/7/2025 Geotechnical Proposals for the 2026 Miscellaneous Improvements and Street Rehabilitation Projects Proposed Action Staff recommends adoption of the following motion: Move to 1) approve a proposal authorizing Braun Intertec to perform preliminary geotechnical evaluations for the 2026 Miscellaneous Improvements Project, City Project No. 26-01 and 2) approve a proposal authorizing Braun Intertec to perform preliminary geotechnical evaluations for the 2026 Street Rehabilitation Project, City Project No. 26-02. Overview The City’s Pavement Management Program rates pavement condition and guides long-term infrastructure management. The City’s annual street reconstruction plan is programmed each year into the 5-year Transportation Capital Improvement Plan. The streets recommended for rehabilitation in 2026 show surface distresses and failures in the asphalt as well as the need for storm sewer infrastructure maintenance. Currently proposed improvements would include roadway rehabilitation through either full depth reclamation, mill & overlay or full depth milling along with spot curb and gutter replacement, pedestrian ramp ADA upgrades, and utility construction (stormwater best management practices). To accurately scope and evaluate the project area for proposed improvements, city staff will require an in-depth geotechnical evaluation of the city streets and subsoils that lie within the project area. Braun Intertec will provide this geotechnical evaluation and offer recommendations for the street design that is best suited for the project area to be both cost effective and long lasting. Braun has outlined the scope of services in their proposals they would provide. City staff has reviewed both proposals and agrees with the scope of work and proposed estimated costs. Braun Intertec Corporation has performed similar work for past city reconstruction/rehabilitation projects and all work has been sufficient and acceptable. Supporting Information 1. Proposal - City of Lakeville Project 26-01 Miscellaneous Street Maintenance and Repairs 2. Proposal - City of Lakeville Project 26-02 Street Rehabilitation Financial Impact: $67,150 Budgeted: Yes Source: Multiple Sources Envision Lakeville Community Values: Good Value for Public Service Report Completed by: Steve Ferraro, Public Works Coordinator Page 192 of 445 Page 193 of 445 June 30, 2025 Proposal QTB217238 Stephen Ferraro City of Lakeville 20195 Holyoke Ave Lakeville, MN 55044 Re: Proposal for a Geotechnical Evaluation City of Lakeville Project 26-01 Miscellaneous Street Maintenance and Repairs Lakeville, Minnesota Dear Mr. Ferraro: Braun Intertec Corporation respectfully submits this proposal to complete a geotechnical evaluation for the City of Lakeville Project 26-01 at the above referenced site. Project Information Per the RFP provided by the City of Lakeville and dated June 4, 2025, we understand the proposed Project involves the rehabilitation of approximately 2.9 miles of city local and minor collector roadways. The project area includes multiple street segments. It is anticipated that the majority of the work will consist of mill and overlay treatments, with select areas potentially requiring full depth mill (FDM). Notably, 214th Street is expected to undergo full depth reclamation (FDR), with the potential for urbanization, including curb and gutter installation and storm sewer improvements. We also understand that the project will also include the completion of a new small trail segment south of Eclipse Avenue. The street segments that are included in this project are shown in figures 1a and 1b below. Page 194 of 445 City of Lakeville Proposal QTB217238 June 30, 2025 Page 2 Figure 1a. Street Segments Street segments provided by the City of Lakeville Page 195 of 445 City of Lakeville Proposal QTB217238 June 30, 2025 Page 3 Figure 1b. New Trail Segment Provided by the City of Lakeville 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 use in the rehabilitation of proposed street segments. 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, Staking, and Utility Clearance Based on aerial photographs, it appears that the site is accessible to truck-mounted drill rig and pavement coring truck. The soil borings for the new trail will be accessible using an All-Terrain vehicle (ATV) mounted drill rig. We assume there will be no cause for delays in accessing the exploration locations. We are not including debris or obstruction removal, grading of navigable paths, or snow plowing to access the boring locations. Page 196 of 445 City of Lakeville Proposal QTB217238 June 30, 2025 Page 4 Depending on access requirements, ground conditions or potential utility conflicts, our field crew may alter the exploration locations from those proposed to facilitate accessibility. We will stake prospective subsurface exploration locations and obtain surface elevations at those locations using GPS. For purposes of linking the GPS data to an appropriate reference, we request that you provide CAD files indicating location/elevation references appropriate for this project. Prior to drilling or pavement coring, we will contact Gopher State One Call and arrange for notification 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. Traffic Control We anticipate that no traffic control will be necessary due to the low speeds and limited traffic volumes on these local residential streets at a majority of the exploration locations. As the exception, we have included fees for a lane shift for the pavement cores along 210th Street. Should additional traffic control be needed to facilitate field work, additional fees will apply. Ground Penetrating Radar (GPR) To evaluate in-place materials along the various project roadways, we propose to use the GPR in conjunction with pavement cores in both travel lanes. GPR data provides a continuous estimate of pavement layer thicknesses, and GPR measurements will be tied to GPS coordinates for mapping and reference points. We will use this information to screen for potential exploration locations. An air-coupled GPR unit can be expected to penetrate approximately 2 feet under ideal conditions and is capable of detecting differentiation between bituminous pavement layers and underlying aggregate base layers, if present. We note that ambient electromagnetic interference in this area may affect the depth of signal penetration and make it more difficult to positively identify the pavement layers, particularly the aggregate base depth. Pavement Coring In conjunction with the GPR, we propose to complete 38 pavement cores along the project alignment staggered between the drive lanes. At each of these locations, the pavement coring crew will core the bituminous pavement, hand auger through the aggregate base layer to a depth of approximately 2 feet below top of pavement, and obtain a subgrade soil sample. At each location, the bituminous pavement thickness, the apparent aggregate base thickness, and subgrade soil classification will be recorded. Following completion of the pavement coring, the core hole will be backfilled and topped with a temporary patch. In addition to these 38 pavement core locations, we will also complete an additional 12 pavement cores as companion cores. These companion cores will be taken near the curbline of 12 main roadway cores to observe the pavement thickness consistency across the road profile. At these locations, only the bituminous thickness will be measured. Page 197 of 445 City of Lakeville Proposal QTB217238 June 30, 2025 Page 5 Final locations of pavement cores will be determined following coordination between Braun Intertec and the City of Lakeville. We will include a photographic log of the pavement cores in the project geotechnical evaluation report. Over time, subsidence of core hole backfill may occur, requiring surface grades to be re-leveled or bituminous patches to be replaced. Braun Intertec is not assuming responsibility for re-leveling or re-patching subsequent to initial backfilling and patching long term. Soil Borings As requested, we will advance ten standard penetration test (SPT) borings to depths ranging from approximately 5 to 15 feet below existing grade in areas where utility improvements will be performed and in areas across the project site where additional subgrade information is needed. We will perform standard penetration tests at 2 1/2-foot vertical intervals. 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. 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. We will then backfill the boreholes immediately following completion of the soil borings. MDH Notification and Sealing Record Since our planned exploration will be less than 15 feet in depth, the Minnesota Statutes will not require that we complete any notifications or sealing records. If we extend any of the borings to a depth of 15 feet or greater, the Statutes requires that we seal the boreholes and complete a Sealing Record. If 25 feet or greater, the Statutes also require us to complete a Sealing Notification Form. If the Record or Form are required, we will contact you to discuss the additional fees and sealing requirements. Borehole Abandonment We will backfill 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 currently do not anticipate having to seal any of the boreholes. Upon backfilling or sealing exploration locations, we will fill holes in pavements with a temporary patch. Over time, subsidence of borehole (core) backfill may occur, requiring releveling of surface grades or replacing bituminous patches. We are not assuming responsibility for re-leveling or re-patching after we complete our fieldwork. Page 198 of 445 City of Lakeville Proposal QTB217238 June 30, 2025 Page 6 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 anticipate performing moisture content tests, mechanical analyses (through a #200 sieve only), and organic content tests. We will adjust the actual number and type of tests based on the results of our borings/hand augers. Report We will prepare a report including: ▪ Sketch(es) showing the exploration locations. ▪ Logs of the borings describing the materials encountered and presenting the results of our groundwater measurements and laboratory tests. ▪ Photos of the pavement cores and summary of core thicknesses and hand auger observations. ▪ Summary of GPR testing results ▪ A summary of the subsurface profile and groundwater conditions. ▪ Discussion identifying the subsurface conditions that will impact design and construction. ▪ Discussion regarding the reuse of on-site materials during construction. ▪ Recommendations for rehabilitation of the existing project roadways. 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. Schedule We anticipate performing our work according to the following schedule. ▪ Drill rig mobilization – within about 6 weeks following receipt of written authorization. ▪ GPR testing, pavement cores and hand auger borings – within about 2 to 4 weeks following receipt of written authorization. ▪ Field explorations – 1 to 2 days on site for SPT soil borings, approximately 3 days for pavement coring and hand auger borings, and about half a day for GPR testing. ▪ Classification and laboratory testing – within 1 to 2 weeks after completion of field exploration. ▪ Preliminary results – within 2 to 3 weeks after completion of field exploration. ▪ Report submittal – within about 3 weeks after completion of field exploration. Page 199 of 445 City of Lakeville Proposal QTB217238 June 30, 2025 Page 7 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. Fees We will furnish the services described in this proposal for a lump sum fee of $25,400. Table 1 provides a breakdown of the proposed fees. Table 1. Proposed Fee Breakdown Service Fee Staking - Utility Clearance – CADD – Site Layout $2,100 Drilling 3,200 GPR 2,600 Pavement Coring 8,150 Laboratory Testing 2,600 Coordination, Engineering Analysis, and Report 6,750 Total $25,400 Our work may extend over several invoicing periods. As such, we will submit partial progress invoices for work we perform during each invoicing period. General Remarks We will be happy to meet with you to discuss our proposed scope of services further and clarify the various scope components. We appreciate the opportunity to present this proposal to you. Please sign and return a copy to us in its entirety. We based the proposed fee on the scope of services described and the assumptions that you will authorize our services within 30 days and that others will not delay us beyond our proposed schedule. Page 200 of 445 City of Lakeville Proposal QTB217238 June 30, 2025 Page 8 Our services will be provided under the terms of the Master Services Agreement between Braun Intertec and the City of Lakeville dated September 20, 2021. To have questions answered or schedule a time to meet and discuss our approach to this project further, please contact Richard Jett at 815.545.7059 (rjett@braunintertec.com) or Matt Ruble at 612.434.0577 (mruble@braunintertec.com) Sincerely, BRAUN INTERTEC CORPORATION Richard S. Jett, PE Senior Engineer Matthew P. Ruble, PE Vice President, Principal Engineer The proposal is accepted, and you are authorized to proceed. Authorizer’s Firm Authorizer’s Signature Authorizer’s Name (please print or type) Authorizer’s Title Date Page 201 of 445 June 30, 2025 Proposal QTB217249 Stephen Ferraro City of Lakeville 20195 Holyoke Ave Lakeville, MN 55044 Re: Proposal for a Geotechnical Evaluation City of Lakeville Project 26-02 Street Rehabilitation Lakeville, Minnesota Dear Mr. Ferraro: Braun Intertec Corporation respectfully submits this proposal to complete a geotechnical evaluation for the City of Lakeville Project 26-02. Project Information Per the RFP provided by the City of Lakeville and dated June 4, 2025, we understand the proposed Project involves the rehabilitation of approximately 5.75 miles of local and minor collector roadways within the city. We understand that the project is currently anticipating rehabilitation to consist of primarily of mill and overlay, with select areas potentially requiring full depth mill (FDM) and the possible use of an underseal treatment. The street segments are shown in figure 1 below. Page 202 of 445 City of Lakeville Proposal QTB217249 June 30, 2025 Page 2 Figure 1. Street Segments Street segments provided by the City of Lakeville 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 use in the rehabilitation of proposed street segments. 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, Staking, and Utility Clearance Based on aerial photographs, it appears that the site is accessible to truck-mounted drill rig and pavement coring truck. We assume there will be no cause for delays in accessing the exploration locations. We are not including debris or obstruction removal, grading of navigable paths, or snow plowing to access the boring locations. Depending on access requirements, ground conditions or potential utility conflicts, our field crew may alter the exploration locations from those proposed to facilitate accessibility. Page 203 of 445 City of Lakeville Proposal QTB217249 June 30, 2025 Page 3 We will stake prospective subsurface exploration locations and obtain surface elevations at those locations using GPS. For purposes of linking the GPS data to an appropriate reference, we request that you provide CAD files indicating location/elevation references appropriate for this project. Prior to drilling or pavement coring, we will contact Gopher State One Call and arrange for notification 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. Traffic Control Based on the available traffic volumes and posted speed limits, we propose utilizing signs and cones to direct motorists through the work zones for coring and boring activities at the majority of the locations. However, main line lane closures and turn lane closures are anticipated along Kenrick Avenue and 185th Street N (Orchard Trail) to alert motorist around the work zones. To accommodate this, we have included fees for a subcontractor to provide this traffic control. Should additional traffic control be needed to facilitate field work, additional fees will apply. Ground Penetrating Radar (GPR) To evaluate in-place materials along the various project roadways, we propose to use the GPR in conjunction with pavement cores in both travel lanes. GPR data provides a continuous estimate of pavement layer thicknesses, and GPR measurements will be tied to GPS coordinates for mapping and reference points. An air-coupled GPR unit can be expected to penetrate approximately 2 feet under ideal conditions and is capable of detecting differentiation between bituminous pavement layers and underlying aggregate base layers, if present. We note that ambient electromagnetic interference in this area may affect the depth of signal penetration and make it more difficult to positively identify the pavement layers, particularly the aggregate base depth. Pavement Coring In conjunction with the GPR, we propose to complete 70 pavement cores along the project alignment staggered between the drive lanes. At each of these locations, the pavement coring crew will core the bituminous pavement, hand auger through the aggregate base layer to a depth of approximately 2 feet below top of pavement, and obtain a subgrade soil sample. At each location, the bituminous pavement thickness, the apparent aggregate base thickness, and subgrade soil classification will be recorded. Following completion of the pavement coring, the core hole will be backfilled and topped with a temporary patch. In addition to these 70 pavement core locations, we will also complete an additional 20 pavement cores as companion cores. These companion cores will be taken near the curbline of 20 main roadway cores to observe the pavement thickness consistency across the road profile. At these locations, only the bituminous thickness will be measured. Final locations of pavement cores will be determined following coordination between Braun Intertec and the City of Lakeville. Page 204 of 445 City of Lakeville Proposal QTB217249 June 30, 2025 Page 4 We will include a photographic log of the pavement cores in the project geotechnical evaluation report. Over time, subsidence of core hole backfill may occur, requiring surface grades to be re-leveled or bituminous patches to be replaced. Braun Intertec is not assuming responsibility for re-leveling or re-patching subsequent to initial backfilling and patching long term. Soil Borings As requested, we will advance 16 standard penetration test (SPT) borings to depths ranging from approximately 5 to 15 feet below existing grade in areas where utility improvements will be performed and at general locations across the project footprint where additional subgrade information is needed. We will perform standard penetration tests at 2 1/2-foot vertical intervals. 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. 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. We will then backfill the boreholes immediately upon completion of the soil borings. MDH Notification and Sealing Record Since our planned exploration will be less than 15 feet in depth, the Minnesota Statutes will not require that we complete any notifications or sealing records. If we extend any of the borings to a depth of 15 feet or greater, the Statutes requires that we seal the boreholes and complete a Sealing Record. If 25 feet or greater, the Statutes also require us to complete a Sealing Notification Form. If the Record or Form are required, we will contact you to discuss the additional fees and sealing requirements. Borehole Abandonment We will backfill 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 currently do not anticipate having to seal any of the boreholes. Upon backfilling or sealing exploration locations, we will fill holes in pavements with a temporary patch. Over time, subsidence of borehole (core) backfill may occur, requiring releveling of surface grades or replacing bituminous patches. We are not assuming responsibility for re-leveling or re-patching after we complete our fieldwork. 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 anticipate performing moisture content tests, mechanical analyses (through a #200 sieve only), sieve analysis, and organic content tests. We will adjust the actual number and type of tests based on the results of our borings/hand augers. Page 205 of 445 City of Lakeville Proposal QTB217249 June 30, 2025 Page 5 Report We will prepare a report including: ▪ Sketch(es) showing the exploration locations. ▪ Logs of the borings describing the materials encountered and presenting the results of our groundwater measurements and laboratory tests. ▪ Photos of the pavement cores and summary of core thicknesses and hand auger observations. ▪ Summary of GPR testing results. ▪ A summary of the subsurface profile and groundwater conditions. ▪ Discussion identifying the subsurface conditions that will impact design and construction. ▪ Discussion regarding the reuse of on-site materials during construction. ▪ General recommendations for rehabilitation the existing project roadways. 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. Schedule We anticipate performing our work according to the following schedule. ▪ Drill rig mobilization – within about 6 weeks following receipt of written authorization. ▪ GPR testing, pavement cores and hand auger borings – within about 2 to 4 weeks following receipt of written authorization. For cores and borings requiring traffic control, the drill rig and pavement coring crew will be mobilized concurrently. ▪ Field explorations – 2 days on site for SPT soil borings, 5 days for pavement coring and hand auger borings, and about a day for GPR testing. ▪ Classification and laboratory testing – within 1 to 2 weeks after completion of field exploration. ▪ Preliminary results – within 2 to 3 weeks after completion of field exploration. ▪ Report submittal – within about 3 weeks after completion of field exploration. 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. Page 206 of 445 City of Lakeville Proposal QTB217249 June 30, 2025 Page 6 Fees We will furnish the services described in this proposal for a lump sum fee of $41,750. Table 1 provides a breakdown of the proposed fees. Table 1. Proposed Fee Breakdown Service Fee Staking and Utility Clearance $2,700 Drilling 5,650 Traffic control- Subcontractor 2,250 GPR 3,800 Pavement core and hand auger borings 12,050 Laboratory Testing 4,600 Coordination, Engineering Analysis, and Report 10,700 Total $41,750 Our work may extend over several invoicing periods. As such, we will submit partial progress invoices for work we perform during each invoicing period. General Remarks We will be happy to meet with you to discuss our proposed scope of services further and clarify the various scope components. We appreciate the opportunity to present this proposal to you. Please sign and return a copy to us in its entirety. We based the proposed fee on the scope of services described and the assumptions that you will authorize our services within 30 days and that others will not delay us beyond our proposed schedule. Page 207 of 445 City of Lakeville Proposal QTB217249 June 30, 2025 Page 7 Our services will be provided under the terms of the Master Services Agreement between Braun Intertec and the City of Lakeville dated September 20, 2021. To have questions answered or schedule a time to meet and discuss our approach to this project further, please contact Richard Jett at 815.545.7059 (rjett@braunintertec.com) or Matt Ruble at 612.434.0577 (mruble@braunintertec.com) Sincerely, BRAUN INTERTEC CORPORATION Richard S. Jett, PE Senior Engineer Matthew P. Ruble, PE Vice President, Principal Engineer The proposal is accepted, and you are authorized to proceed. Authorizer’s Firm Authorizer’s Signature Authorizer’s Name (please print or type) Authorizer’s Title Date Page 208 of 445 Date: 7/7/2025 Spirit of Brandtjen Farm 25th Addition Final Plat Proposed Action Staff recommends adoption of the following motion: Move to approve a resolution approving the Spirit of Brandtjen Farm 25th Addition final plat. Overview Robert Thomas Homes, Inc. is requesting approval of the Spirit of Brandtjen Farm (SBF) 25th Addition final plat, which creates seven detached townhome lots, one common area lot, and two outlots on 2.44 acres located north of 170th Street and west of Draft Horse Boulevard. This is the last residential development phase of the SBF PUD approved by the City Council on June 20, 2005. The SBF 25th preliminary plat was approved by the City Council on April 7, 2025. The plans have been reviewed by Engineering and Parks and Recreation staff. An encroachment agreement is required for the privately owned and maintained driveway within Outlot A, which provides access to each of the townhome units. The Developer is also required to prepare and execute a cross access easement on Outlot B to ensure access from the south end of the private drive to Brandtjen Farm Drive to the west. Supporting Information 1. Final plat resolution 2. Signed Development Contract 3. Signed Encroachment Agreement 4. May 29, 2025 Planning and Engineering Memos Financial Impact: $0 Budgeted: No Source: Envision Lakeville Community Values: A Home for All Ages and Stages of Life Report Completed by: Kris Jenson, Planning Manager Page 209 of 445 (Reserved for Dakota County Recording Information) CITY OF LAKEVILLE DAKOTA COUNTY, MINNESOTA RESOLUTION NO. 25-______ RESOLUTION APPROVING THE FINAL PLAT OF SPIRIT OF BRANDTJEN FARM 25TH ADDITION WHEREAS, the owner of the property described as SPIRIT OF BRANDTJEN FARM 25TH ADDITION has requested final plat approval; and WHEREAS, the preliminary plat was reviewed by the Planning Commission and the Parks, Recreation and Natural Resources Committee and approved by the City Council; and WHEREAS, the final plat is consistent with the preliminary plat; and WHEREAS, the final plat is acceptable to the City; NOW THEREFORE BE IT RESOLVED by the Lakeville City Council: 1. SPIRIT OF BRANDTJEN FARM 25TH ADDITION final plat is approved subject to the development contract and security requirements. 2. The Mayor and City Clerk are hereby authorized to execute the development contract, final play mylars, encroachment agreement, and all other documents required pursuant to the development contract. 3. The City Clerk is directed to file a certified copy of this resolution with the Dakota County Recorder. Page 210 of 445 2 ADOPTED by the Lakeville City Council this 7th day of July 2025. CITY OF LAKEVILLE Luke M. Hellier, Mayor ATTEST: _______________________ Ann Orlofsky, City Clerk STATE OF MINNESOTA ) CITY OF LAKEVILLE ) I hereby certify that the foregoing Resolution No. 25-_________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 7th day of July 2025 as shown by the minutes of said meeting in my possession. __________________________ Ann Orlofsky City Clerk (SEAL) Drafted By: City of Lakeville 20195 Holyoke Avenue Lakeville, MN 55044 Page 211 of 445 1 236272v1 Spirit Of Brandtjen Farm 25th Addition (reserved for recording information) DEVELOPMENT CONTRACT (Developer Installed Improvements) SPIRIT OF BRANDTJEN FARM 25TH ADDITION CONTRACT dated ____________________, 2025, by and between the CITY OF LAKEVILLE, a Minnesota municipal corporation (“City”), and ROBERT THOMAS HOMES, INC., a Minnesota corporation (the “Developer”). 1. REQUEST FOR PLAT APPROVAL. The Developer has asked the City to approve a plat for SPIRIT OF BRANDTJEN FARM 25TH 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 212 of 445 2 236272v1 Spirit Of Brandtjen Farm 25th 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, B, C, and F the plans Page 213 of 445 3 236272v1 Spirit Of Brandtjen Farm 25th Addition may 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 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 - Tree Preservation Plan Plan D - Plans and Specifications for Public Improvements Plan E - Street Lighting Plan Plan F - Landscape Plan 8. IMPROVEMENTS. The Developer shall install and pay for the following: A. Sanitary Sewer System B. Water System C. Storm Sewer System D. Streets E. Concrete Curb and Gutter F. Street Lights G. Site Grading, Stormwater Treatment/Infiltration Basins, and Erosion Control H. Underground Utilities I. Setting of Iron Monuments J. Surveying and Staking K. Sidewalks and Trails L. Retaining Walls 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 Page 214 of 445 4 236272v1 Spirit Of Brandtjen Farm 25th Addition 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 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 Page 215 of 445 5 236272v1 Spirit Of Brandtjen Farm 25th Addition 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 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, 2025, with the exception of the final wear course of asphalt on streets. The final wear course on streets shall be installed between August 15th and October 15th the first summer after the base layer of asphalt has been in place one freeze thaw cycle. The Developer may, however, request an extension of time from the City. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. Final wear course placement outside of this time frame must have the written approval of the City Engineer. 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 Page 216 of 445 6 236272v1 Spirit Of Brandtjen Farm 25th Addition 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 Developer is responsible for obtaining a MPCA Construction Permit for the site as well as developing a SWPPP for the site prior to construction. Changes made throughout construction must be documented in the SWPPP. No grading can take place on the site until a complete SWPPP is submitted to the City for review and approval. 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. The MS4 Administration Fee has not been collected on the parent parcels and is required with the final plat, calculated as follows: $57,506.34 x 2% Grading Costs = $1,150.13 Grading Cost Spirit of Brandtjen Farm 25th Addition 2025 Rate MS4 Administration Fee Spirit of Brandtjen Farm 25th 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 before the City approves individual building permits (except two (2) model home permits on lots acceptable to the Building Official), the Developer shall provide the City with an “as constructed” grading plan certified by a registered land surveyor or engineer that all storm water Page 217 of 445 7 236272v1 Spirit Of Brandtjen Farm 25th Addition 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 house pads, and all other items listed in City Code Section 10- 3-5.NN. The City will withhold issuance of building permits 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 lots with house 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 building permits. Before a building permit is issued, a cash escrow of $1,000.00 per lot shall be furnished to the City to guarantee compliance with the erosion control and grading requirements and the submittal of an as-built certificate of survey. Prior to the release of the required individual lot grading and erosion control security that is submitted with the building permit, an as-built certificate of survey for single family lots must be submitted to verify that the final as-built grades and elevations of the specific lot and all building 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-built survey is not timely completed, the City may enter the lot, perform the work, and apply the cash escrow toward the cost. Upon satisfactory completion of the grading, erosion control and as-built survey, the escrow funds, without interest, less any draw made by the City, shall be returned to the person who deposited the funds with the City. The final grading plan shall identify all fill lots in which the building footings will be placed on fill material. The grading specifications shall also indicate that all embankments meet FHA/HUD 79G specifications. The Developer shall certify to the City that all lots with footings placed on fill material are Page 218 of 445 8 236272v1 Spirit Of Brandtjen Farm 25th Addition appropriately constructed. Building permits will not be issued until a soils report and an as-built certified grading plan have been submitted and approved by City staff. Spirit of Brandtjen Farm 25th 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. 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. 18. CITY ENGINEERING ADMINISTRATION, CONSTRUCTION OBSERVATION AND AS-BUILT RECORD DRAWING PREPARATION. 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. The Developer shall pay for construction observation and as-built record drawing preparation performed by the City’s in- house engineering staff or consulting engineer. Construction observation shall include part or full time inspection of proposed public utilities and street construction and will be billed on hourly rates estimated to be five percent (5%) of the estimated construction cost. Construction as-built record drawing preparation Page 219 of 445 9 236272v1 Spirit Of Brandtjen Farm 25th Addition shall include field surveying, preparation of as-built record drawings and updating the City’s GIS database and will be billed on hourly rates estimated to be one half of a percent (0.5%) of the estimated construction cost. 19. STORM SEWER. The Developer shall construct privately owned and maintained storm sewer systems within the subdivision to collect and convey stormwater runoff generated from within the private lots to the stormwater management basin system located within previous Spirit of Brandtjen Farm Additions. Draintile construction is required in areas of non-granular soils within Spirit of Brandtjen Farm 25th Addition for the street sub-cuts and lots. Any additional draintile construction, including perimeter draintile required for building footings, which is deemed necessary during construction shall be the Developer’s responsibility to install and finance. The Storm Sewer Charge has been collected on the parent parcels with the final plat of Spirit of Brandtjen Farm 1st Addition. Final locations and sizes of all storm sewer facilities will be reviewed by City staff with the final construction plans. 20. SANITARY SEWER. Spirit of Brandtjen Farm 25th Addition is located within subdistricts NC-20070 of the North Creek sanitary sewer district, as identified in the City’s Comprehensive Sewer Plan. Wastewater will be conveyed through sanitary sewer to the northern trunk monitored by meter M643A and continue to the Empire plant. The Developer shall construct and extend publicly owned and maintained 8-inch sanitary sewer within the development and connect to the existing sanitary sewer stub at Draft Horse Boulevard. The Sanitary Sewer Availability Charge has been collected on the parent parcels with the final plat of Spirit of Brandtjen Farm 1st Addition. 21. WATERMAIN. The Developer shall construct publicly owned and maintained 8-inch watermain within the development and connect to the existing watermain stub at Brandtjen Farm Drive. Page 220 of 445 10 236272v1 Spirit Of Brandtjen Farm 25th Addition 22. CONSTRUCTION ACCESS. Construction traffic access and egress for grading, utility and street construction will be from Brandtjen Farm Drive. 23. PRIVATE DRIVES AND OFF-STREET PARKING. The Developer shall construct a privately owned and maintained roadway providing access to townhome lots with development of Spirit of Brandtjen Farm 25th Addition. All private drive and off-street parking section designs are subject to review and approval by the City Engineer. The Developer shall provide a permanent drainage and utility easement with the City over the private roadway, in a recordable form approved by the City, for recording with the final plat. 24. PARKS, TRAILS, AND SIDEWALKS. The Developer shall construct new ADA compliant ramps along the south side of Brandtjen Farm Drive. The Developer shall construct privately owned and maintained sidewalks within the site. The Park Dedication Fee has not been collected on the parent parcels and will be satisfied through a cash contribution by the Developer with the final plat, consistent with the Spirit of Brandtjen Farm Master PUD Agreement, calculated as follows: 7 units x $1,930.00 = $13,510.00 Attached Units in Spirit of Brandtjen Farm 25th Addition Attached Unit Park Dedication Rate Spirit of Brandtjen Farm 25th Addition Park Dedication Fee 25. TRAFFIC CONTROL SIGNS AND STREET LIGHT OPERATION COSTS. The Developer shall pay a cash fee of $1,650.00 for traffic control signs with the final plat. If street signs are installed during frost conditions, the Developer shall pay an additional $150.00 for each traffic control sign location. The Developer shall pay a cash fee for one-year of streetlight operating expenses with the final plat, calculated as follows: 7 units x $40.48/unit = $283.36 Total Units Spirit of Brandtjen Farm 25th Addition 2025 Rate Streetlight Operating Fee Spirit of Brandtjen Farm 25th Addition 26. ENVIRONMENTAL RESOURCES EXPENSES. The Developer shall pay a cash fee for one-year of environmental resources management expenses with the final plat, calculated as follows: 7 units x $61.52/unit x 0.50 = $215.32 Total Units (Townhome) 2025 Rate Utility Factor Environmental Resources Fee Page 221 of 445 11 236272v1 Spirit Of Brandtjen Farm 25th Addition Spirit of Brandtjen Farm 25th Addition Spirit of Brandtjen Farm 25th Addition 27. LANDSCAPING. Unless the lot already has two (2) trees on it, the Developer or lot purchaser shall plant sufficient trees so that there are at least two (2) trees on every lot in the plat, one of which must be planted in the front yard. Trees that are chosen by the Developer or property owner cannot cause a public nuisance, such as cotton producing trees, or trees that may become a public hazard due to insect infestation or weak bark. The minimum deciduous tree size shall be two and one-half (2½) inches caliper, balled and burlapped. Evergreen trees must be at least eight feet (8’) tall. The trees may not be planted in the right- of-way. The Developer or lot purchaser shall sod the front yard, boulevard, and side yards to the rear of the structure on every lot. Weather permitting, the trees, sod, and seed shall be planted within sixty (60) days after a home has received a certificate of occupancy. Before a building permit is issued, a cash escrow of $1,000.00 per lot shall be furnished the City to guarantee compliance with the landscaping requirements. If the landscaping is not completed in a timely manner, the City may enter the lot, perform the work, and apply the cash escrow toward the cost. Upon satisfactory completion of the landscaping the escrow funds, without interest, less any draw made by the City, shall be returned to the person who deposited the funds with the City. All trees shall be warranted to be alive, of good quality, and disease free for twelve (12) months after planting. Any replacements shall be warranted for twelve (12) months from the time of planting. The Developer or property owner is responsible for contacting the City when all the landscaping has been installed to set up an inspection. Fifty percent (50%) of the security will be released when all the landscaping has been installed and inspected by City staff and the remaining fifty percent (50%) will be released one year after the landscaping inspection and any warranty work has been completed. Landscaping shall be installed in accordance with the approved landscape plan. The Developer shall post a $70,270.00 landscaping security at the time of final plat approval to ensure that the landscaping is installed in accordance with the approved plan. 28. TREE PRESERVATION. Trees are identified to be relocated on the site. No trees are proposed for removal. Page 222 of 445 12 236272v1 Spirit Of Brandtjen Farm 25th Addition All “save” trees that are damaged or removed will require replacement at a ratio of 2:1 as per the Lakeville Subdivision Ordinance. Significant trees, as identified in the Lakeville Subdivision Ordinance, shall be protected and preserved through termination of all grading and construction activities. 29. SPECIAL PROVISIONS. The following special provisions shall apply to plat development: A. Implementation of the recommendations listed in the May 29, 2025, Planning Report, and May 29, 2025, Engineering Report. B. The Developer shall enter into a permanent drainage and utility easement along the eastern and northern property lines of Outlot B in a recordable form approved by the City to be recorded with the final plat or dedicate the drainage and utility easement on the plat. C. A parking zone shall be established limiting the parking spaces on Draft Horse Boulevard limiting parking to twenty (20) minutes by City Council resolution at the time of final plat approval. D. The Developer shall submit Homeowners Association documents for Spirit of Brandtjen Farm 25th Addition including the plat within the Spirit of Brandtjen Farm Master Association and establishing a sub-association for ownership and maintenance of Lot 8, Block 1, and Outlot A and maintenance of boulevard trees with Lot 8, Block 1, and the private drive with Outlot A. Homeowners Association documents shall be subject to review and approval by the city attorney and must be recorded prior to issuance of building permits. E. The Developer shall provide and record deeds conveying Lot 8, Block 1, and Outlot A to the Homeowners Association. F. The Developer shall provide an access easement over Outlot B benefitting Lots 1-7, Block 1, for access from Outlot A to Brandtjen Farm Drive. G. 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 $1,100.00 security for the final placement of interior subdivision iron monuments at property corners. The security was calculated as follows: 11 Page 223 of 445 13 236272v1 Spirit Of Brandtjen Farm 25th Addition 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. H. 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 $990.00. I. 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. 30. 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 shall furnish the City with a cash escrow, or letter of credit, in the form attached hereto, from a bank ("security") for $291,977.80. The amount of the security was calculated as follows: CONSTRUCTION COSTS: A. Sanitary Sewer $69,982.94 B. Watermain 98,301.09 C. Storm Sewer Connection 5,000.00 D. Streets 19,570.50 E. Grading, Drainage, Erosion Control and Restoration 5,000.00 CONSTRUCTION SUB-TOTAL $197,854.53 OTHER COSTS: A. Developer’s Design (3.0%) $5,935.64 B. Developer’s Construction Survey (2.5%) 4,946.36 C. City Legal Expenses (Est. 0.5%) 989.27 D. City Construction Observation (Est. 5.0%) 9,892.73 E. City Record Drawings (0.5%) 989.27 F. Landscaping 70,270.00 G. Lot Corners/Iron Monuments 1,100.00 Page 224 of 445 14 236272v1 Spirit Of Brandtjen Farm 25th Addition OTHER COSTS SUB-TOTAL $94,123.27 TOTAL SECURITIES: $291,977.80 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. 31. 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. Park Dedication 13,510.00 B. Traffic Control Signs 1,650.00 C. Street Light Operating Fee 283.36 D. Environmental Resources Expenses 215.32 E. MS4 Administration Fee 1,150.13 F. Property Data and Asset/Infrastructure Management Fee 990.00 G. City Engineering Administration (3% for letters of credit) 5,935.64 TOTAL CASH REQUIREMENTS $23,734.45 Page 225 of 445 15 236272v1 Spirit Of Brandtjen Farm 25th Addition 32. 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 streets is one year. The warranty period for underground utilities is two years and shall commence following completion and acceptance by the City. The one year warranty period on streets shall commence after the final wear course has been installed and accepted 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. 33. 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, 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 Page 226 of 445 16 236272v1 Spirit Of Brandtjen Farm 25th Addition 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. 34. 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. 35. 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. Page 227 of 445 17 236272v1 Spirit Of Brandtjen Farm 25th Addition 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 any building permits, except two (2) model homes on lots acceptable to the Building Official. Approval of an administrative permit in compliance with Chapter 27 of the City’s zoning ordinance is required prior to the construction of any model homes. 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. 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 Page 228 of 445 18 236272v1 Spirit Of Brandtjen Farm 25th Addition 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: 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 Page 229 of 445 19 236272v1 Spirit Of Brandtjen Farm 25th Addition 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. 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. Page 230 of 445 20 236272v1 Spirit Of Brandtjen Farm 25th Addition 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. 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. 36. 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 Page 231 of 445 21 236272v1 Spirit Of Brandtjen Farm 25th Addition following address: 16972 Brandtjen Farm Drive, Lakeville, MN 55044-6047. 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 232 of 445 22 236272v1 Spirit Of Brandtjen Farm 25th 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 ______________, 2025, 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 233 of 445 Page 234 of 445 Page 235 of 445 Page 236 of 445 Page 237 of 445 27 236272v1 Spirit Of Brandtjen Farm 25th Addition EXHIBIT “A” TO DEVELOPMENT CONTRACT Legal Description of Property Being Final Platted as SPIRIT OF BRANDTJEN FARM 25TH ADDITION Lot Two (2), Block One (1), Spirit of Brandtjen Farm Office Addition, according to the recorded plat thereof, Dakota County, Minnesota. Torrens Property Torrens Certificate No. 173728. Lot One (1), Block Twenty-one (21), Spirit of Brandtjen Farm, according to the recorded plat thereof, Dakota County, Minnesota. Torrens Property Torrens Certificate No. 149935. [Platted as Spirit Of Brandtjen Farm 25th Addition, Dakota County, Minnesota.] Page 238 of 445 1 236591v2 (reserved for recording information) ENCROACHMENT AGREEMENT AGREEMENT made this ____ day of _____________, 2025, by and between the CITY OF LAKEVILLE, a Minnesota municipal corporation (“City”), and SBF COMMERCIAL HOLDINGS, LLC, a Minnesota limited liability company (“Owner”). 1. BACKGROUND. Owner is the fee owner of certain real property located in the City of Lakeville, County of Dakota, State of Minnesota, legally described as follows: Outlot A, Spirit of Brandtjen Farm 25th Addition, Dakota County, Minnesota, according to the recorded plat thereof. (Abstract Property) (“Subject Property”) The City owns easements for drainage and utility purposes over portions of the Subject Property (“Easement Areas”). The Owner desires to construct a to maintain a private road on the Subject Property that encroaches on the City’s Easement Areas as depicted on the attached Exhibit “A” 2. ENCROACHMENT AUTHORIZATION. The City hereby approves the encroachment in the City’s Easement Areas on the Subject Property for the retaining wall subject to the conditions set forth in this Agreement. Further conditions of encroachment approval are: Page 239 of 445 2 236591v2 • The City shall have no responsibility to construct, maintain, repair, or, if necessary, removing the private road located within the City’s Easement Areas. • The Owner shall construct the private road consistent with all applicable federal, state and local laws and regulations. • The Owner, its, successors and assigns, are fully responsible and liable for any and all damage caused to the private road because of it being constructed in the City’s Easement Areas. • The City will not be responsible for any costs to repair the private road associated with City work related to the City’s utilities located within the Easement Area. 3. HOLD HARMLESS AND INDEMNITY. In consideration of being allowed to encroach in the City's Easement Areas, Owner, their heirs, successors, executors, administrators and assigns, hereby agree to indemnify and hold the City harmless from all costs and expenses, claims and liability, including attorney's fees, relating to or arising out of this grant to Owners of permission to encroach in the City's Easement Areas for the construction, access, use, maintenance, and operation, abandonment or termination of the private road. 4. TERMINATION OF AGREEMENT. The City may terminate this Agreement upon abandonment of the private road or upon dedication or condemnation of the Easement Area for a public right of way. Prior to termination, the City will give the then owner of the Subject Property thirty (30) days advance written notice, except that no notice period will be required in the case of an emergency condition as determined solely by the City and this Agreement may then be terminated immediately. The property owner shall remove that portion of the private road to the extent it impacts the City’s Easement Areas to the effective date of the termination of this Agreement. If the owner fails to do so, the City may remove the private road to the extent it impacts the City’s Easement areas and charge the cost of removal back to the owner for reimbursement. 5. RECORDING. This Agreement shall run with the land and shall be recorded against the title to the Subject Property. Page 240 of 445 3 236591v2 CITY OF LAKEVILLE By: _____________________________________ (SEAL) Luke M. Hellier, Mayor And ____________________________________ Ann Orlofsky, City Clerk STATE OF MINNESOTA ) )ss. COUNTY OF DAKOTA ) The foregoing instrument was acknowledged before me this _________ day of __________________, 2025, by Luke M. Hellier and Ann Orlofsky, respectively 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 241 of 445 Page 242 of 445 3601 Thurston Avenue Anoka, MN 55303 763.231.5840 TPC@PlanningCo.com 1 PLANNING REPORT TO: Community Development Director Tina Goodroad Planning Manager Kris Jenson FROM: D. Daniel Licht DATE: 29 May 2025 RE: Lakeville – Spirit of Brandtjen Farm; 25th Addition Final Plat TPC FILE: 135.01 BACKGROUND Tradition Development (d/b/a SBF Development Corporation) has submitted plans to develop seven detached townhomes along the west side of Draft Horse Boulevard and north of 170th Street within the Farmstead Preservation Area of Spirit of Brandtjen Farm. The subject property includes Lot 2, Block 1, Spirit of Brandtjen Farm Office Addition that is developed with the Tradition Development real estate office and Outlot B, Spirit of Brandtjen Farm, which encompasses the original outdoor horse ring. The proposed development required consideration of applications for a PUD Ordinance amendment, PUD Development Stage Plan, Preliminary Plat, and vacation of drainage and utility easements. A public hearing to consider the application was held by Planning Commission meeting 20 March 2025, after which the Planning Commission voted to recommend approval. The City Council considered the applications at their meeting on 7 April 2025 and they were approved by a 5-0 vote. Tradition Development has now submitted application for final plat approval. Final plat applications are subject only to review and approval of the City Council in accordance with Section 10-2-4 of the Subdivision Ordinance. The City Council will consider the final plat application, including entering into a Development Contract, at its meeting on July 7, 2025. Exhibits: A. Site Location Map B. SBF 25th Addition Preliminary Plat C. SBF 25th Addition Final Plat Page 243 of 445 2 ANALYSIS SBF Planning and Development. Tradition Development received City Council approval of a PUD, Planned Unit Development District on 30 June 2005 for development of 548 acres as the Spirit of Brandtjen Farm. The approval of the PUD District established zoning entitlements for a mix of commercial businesses; residential dwellings including single family, detached townhomes, two-family, townhouse, and multiple family dwellings; and public and private open spaces that Tradition Development has proceeded with constructing over the last 20 years. Each addition to Spirit of Brandtjen Farm is implemented through consistency with the PUD District set forth by the ordinance adopted by the City Council and the SBF PUD Booklet, which were incorporated into the 2040 Lakeville Comprehensive Land Use Plan. The PUD District ordinance and SBF PUD Booklet provide direction to the developer, public, and City officials as to consideration of development within Spirit of Brandtjen Farm. Several key principles are integral to the PUD District and SBF PUD Booklet:  Spirit of Brandtjen Farm is to include a mix of commercial, residential dwellings, private recreation amenities, and public or publicly accessible open space.  The development is allowed to include up to 2,109 dwelling units.  The developer is given the flexibility to transfer density within Spirit of Brandtjen Farm up to the limit of 2,109 dwelling units.  Because of the timeframe involved in developing the area included in the PUD District, the developer Is to be given flexibility through amendments to the PUD District or through PUD Development Stage Plan approvals to address changes in market preferences and trends. SBF Land Use Plan. The SBF Master Land Use Plan (Page 3.4 of the SBF PUD Booklet) designates the subject property a Farmstead Preservation Area. The Farmstead Preservation Area was a focus in the planning for Spirit of Brandtjen Farm to reflect the history of the property and provide character for the overall development that was to occur under the provisions of the PUD District. Section 8 of the SBF PUD Booklet documents the history of the Brandtjen Farm and provides guidance for planned restoration of the remaining buildings within designated Farmstead Preservation Area and additional development to be allowed to occur within the area. The area of the subject property to be final platted for development of the proposed detached townhomes was indicated for future development on the concept plan for the Farmstead Preservation Area included on page 8.3 of the SBF PUD Booklet. Development of the proposed detached townhomes facing Draft Horse Boulevard will better define the commercial and community space uses within Farmstead Preservation Area to the single family dwellings to the east. Zoning. The subject property is zoned PUD, Planned Unit Development District. The SBF PUD District ordinance specifies that the allowed uses within the Farmstead Preservation Area as those use allowed within the O-R, Office Residential District and also detached townhouse dwellings. The proposed final plat of lots to be developed with detached townhouse dwellings is consistent with the uses allowed by the SBF PUD District. Page 244 of 445 3 Density. The development area of the seven proposed townhomes is 1.18 acres, resulting in a proposed density of 5.93 acres. Based on the planning considerations for Spirit of Brandtjen Farm outlined in the first two sections of this analysis, the proposed density of the final plat is consistent with the 2040 Lakeville Comprehensive Land Use Plan, SBF PUD District, and SBF PUD Booklet. Lot Area. Development of detached townhomes within Spirit of Brandtjen Farm is to provide a minimum of 5,000 square feet of lot area per dwelling unit in accordance with the requirements of the RST-2, Single and Two Family District. The area of the seven unit lots and one base lot for the detached townhomes is 0.912 acres (39,726.72 square feet) or 5,675.24 square feet for each dwelling unit. There is no minimum lot requirement established for non-residential uses within the Farmstead Preservation Area by the SBF PUD District. As such, there is no issue with replating of Lot 2, Block 1 Spirit of Brandtjen Farm Addition, which reduces the lot area of the real estate office to allow for development of the proposed detached townhouses. The SBF 25th Addition final plat complies with the minimum lot area requirements of the SBF PUD Booklet. Setbacks. The table below indicates the required setbacks for the proposed detached townhouse buildings as established with the approved preliminary plat and PUD Development Stage Plan. The final plat is consistent with the approved preliminary plat and PUD Development Stage Plan in terms of the building envelope for the proposed detached townhouse dwellings. Yard Min. Required 170th Street 50ft. Draft Horse Boulevard Building 15ft. Garage Door 25ft. Side-Corner Building 15ft. Rear Building 20ft. Garage Door 25ft. Between Bldgs. 20ft. Access. The subject property abuts 170th Street and Draft Horse Boulevard. The final plat does not include dedication of right-of-way or construction of new streets. Access to the proposed detached townhouse dwellings is to be provided for with construction of private drives and off-street parking areas within Outlot A and B of the preliminary plat. These private drives and off-street parking areas will also serve the horse barn and real estate office buildings. Public Street. The only modification to public streets is construction of a parking lane for two vehicles on the west side of Draft Horse Boulevard. Plans for construction of the parking lane are to be subject to review and approval of the City Engineer. City staff recommends that a 20 minute parking zone be established by City Council resolution as provided for by Section 6-1-1-1 of the City Code for the two spaces to limit use to deliveries and drop offs. Private Drive/Off-Street Parking. A private drive is encompassed within Outlot A and connected to the existing private drive to the north of the subject property and the off-street parking area within Outlot B. This private drive is to be 24 feet in width to allow for two way traffic with an additional eight feet to the west side to allow for seven parking spaces. The seven off-street parking spaces along the private drive Page 245 of 445 4 satisfy the guest parking requirements for the proposed detached townhouses. A cross access easement over the entirety of Outlot B is required to maintain access to Outlot A. The off-street parking area within Outlot B is accessed from Brandtjen Farm Drive on the west and connected to the proposed private drive within Outlot A to the east. The approved PUD Development Stage Plan illustrates the ability to construct a total of 78 parking spaces within Outlot B, with 28 spaces planned for future construction if needed. The existing uses within the Farmstead Preservation Area are required to provide 106 off-street parking spaces. There are 65 existing off-street parking spaces within the off-street parking area and will be 115 spaces with construction of the initial spaces proposed within Outlot B. The supply of off-street parking for the non-residential uses within the Farmstead Preservation Area complies with the requirements of the Zoning Ordinance. The off-street parking area is setback a minimum of 20 feet from public rights-of-way. The dimensions of the off-street parking area are designed with parking stalls that are nine feet wide by 20 feet deep and accessed by drive aisles that are a minimum of 24 feet in width. The off-street parking area is surrounded by perimeter concrete curb. The location and dimensions of the off-street parking area complies with the requirements of the Zoning Ordinance. All private drive and off-street parking section designs are to be subject to review and approval of the City Engineer Sidewalks/Trails. There is an existing five-foot wide sidewalk abutting the subject site Brandtjen Farm Drive and Draft Horse Boulevard and a 10-foot wide trail along 170th Street. There is also a five-foot wide sidewalk along the north line of the subject property adjacent to the off-street parking area and private drive to the north. The PUD Development Stage Plan includes construction of a five-foot wide concrete sidewalk between Lots 4 and 5, Block 1 connecting Draft Horse Boulevard to sidewalk internal to the final plat. These sidewalks are to overlaid by easement to allow public access as part of the overall pedestrian system within Spirit of Brandtjen Farm. Landscaping. There are existing trees in the median of Draft Horse Boulevard and the east boulevard of the street adjacent to the single family homes to the east. A landscape plan has been approved with the PUD Development Stage Plan for the proposed development, which provides for planting of additional street trees in the west boulevard of Draft Horse Boulevard and a landscape buffer yard abutting 170th Street consistent with previous phases of SBF. There is also a row of shade trees along the west side of the private drive separating the real estate office and proposed detached townhomes. The landscape plan is to be subject to review and approval of the City Forester. A security for planting and establishment of the landscaping is included in the Development Contract. Easements. Existing drainage and utility easements dedicated over the subject property with the Spirit of Brandtjen Farm or Spirit of Brandtjen Farm Office Addition final plats are to be vacated with the current subdivision application as they will no longer serve a public purpose upon approval of the SBF 25th Addition final plat. The City Council held public hearing to consider vacation of the existing drainage and utility easements on 7 April 2025 concurrent with review of the preliminary plat and PUD Development Stage Plan and a resolution was adopted approving the vacation request. Section 10-4-4 of the Subdivision Ordinance requires 10-foot wide drainage and utility easements at the perimeter of all lots within the preliminary plat. Lot 8, Block 1, which is the detached townhouse base lot, is overlaid entirely by drainage and utility easement. The final plat must be revised to designate perimeter Page 246 of 445 5 drainage and utility easements at the perimeter of Lot 1, Block 2 as required by the Subdivision Ordinance. A drainage and utility easement is shown along a portion of the north line and the west line of Outlot B. Drainage and utility easements are also required over any inground utilities or stormwater management areas. All drainage and utility easements are subject to review and approval of the City Engineer. Park Dedication. City staff researched past final plat approvals and has determined that park dedication requirements have not been satisfied for the subject property. Land within Spirit of Brandtjen Farm to be acquired by the City as public parks or open space or retained by the Spirit of Brandtjen Farm as either private or publicly accessible, privately maintained open space is designated on the SBF Master Land Use Plan. The SBF PUD Booklet does not identify acquisition of public open space or development of additional private or publicly accessible, privately maintained open space within the Farmstead Preservation Area. As such, park dedication requirements for SBF 25th Addition are to be satisfied at the time of final plat approval by payment of the specific cash fee in lieu of land established by the provisions of the SBF Master PUD Agreement. Storm Water Management. The submitted plans include grading, drainage, and erosion control plans. All grading plans are subject to review and approval by the City Engineer. Utilities. The subject site is included within the current MUSA. Plans have been submitted for connection of sanitary sewer and water utilities to serve the proposed detached townhouses. All utility plans are subject to review and approval of the City Engineer. Outlots. The preliminary plat includes two outlots encompassing the proposed private drive and off-street parking area with the proposed ownership of each outlot identified below. Ingress and egress easements will be required to be established over the outlots to allow for access and circulation. Outlots Purpose Ownership A Private drive SBF 25th Add. sub-HOA B Off-Street Parking Developer Homeowners Association. Documents including Spirit of Brandtjen Farm 25th Addition as part of the Spirit of Brandtjen Farm Master Homeowners Association are required. A separate homeowners association must also be established for ownership and maintenance of Lots 1-8, Block 1 and Outlot A within the final plat. All homeowners association documents are subject to review and approval by the City Attorney and must be recorded prior to the issuance of building permits. Development Contract. Section 10-2-4 of the Subdivision Ordinance requires the developer to provide construction and warranty securities for the public improvements within the final plat that are to be outlined within a development contract. The development contract will also memorialize the PUD Development Stage Plan approvals. The development contract has been drafted by the City Attorney and is to be executed by the applicant prior to City Council consideration of the final plat. Page 247 of 445 6 RECOMMENDATION The proposed Spirit of Brandtjen Farms 25th Addition Final Plat complies with the SBF PUD District, SBF Master Land Use Plan, and the Subdivision Ordinance. Our office and City staff recommend approval of the final plat application, subject to the following stipulations: 1. The PUD Development Stage Plan shall comply with the following setback requirements: Detached Townhomes 170th Street 50ft. Draft Horse Boulevard Building 15ft. Garage Door NA Side-Corner Building 15ft. Rear Building NA Garage Door 25ft. Between Buildings 15ft. Lot 1, Block 2 None Off-Street Parking Public Right-of-Way 15ft. 2. Construction plans for a parking lane on Draft Horse Boulevard shall be subject to review of the City Engineer. 3. All private drive and off-street parking section designs and construction plans shall be subject to review and approval of the City Engineer. 4. A parking zone limiting the time of the parking spaces on Draft Horse Boulevard to 20 minutes shall be established by City Council resolution at the time of final plat approval. 5. A cross access easement shall be dedicated over Outlot B. 6. The City Forester has reviewed and approved the landscape plan dated December 19, 2024, revised March 3, 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. 7. All grading, drainage, and erosion control plans shall be subject to review and approval by the City Engineer. 8. All utility plans are subject to review and approval by the City Engineer. 9. Outlot A shall be deeded to the Spirit of Brandtjen Farm 25th Addition sub-homeowners association for ownership and maintenance. 10. Park dedication shall be satisfied as a cash fee of $13,510.00 payable at the time of final plat approval. Page 248 of 445 7 11. Homeowners Association documents for Spirit of Brandtjen Farm 25th Addition including the plat within the SBF Master Association and establishing a sub-association for ownership and maintenance of Lot 8, Block 1 and Outlot A shall be subject to review and approval by the City Attorney and must be recorded prior to the issuance of building permits. 12. The developer shall execute a development contract with the City as drafted by City Attorney and subject to approval of the City Council concurrent with final plat approval. c. Justin Miller, City Administrator Zach Johnson, City Engineer Joe Masiarchin, Parks and Recreation Director Andrea McDowell Poehler, City Attorney Page 249 of 445 Dakota County, Maxar, Microsoft 170TH ST ± DRAFT HORSE BLVD 169TH ST SBF 25th Add. plat area City of Lakeville Spirit of Brandtjen Farm 25th Add. Final Plat Site Location Map EXHIBIT A DRAPER WAY DYNAMI C DR Page 250 of 445 Lot 1, Block 21, SPIRIT OF BRANDTJEN FARM, Dakota County, Minnesota. and Lot 2, Block 1, SPIRIT OF BRANDTJEN FARM OFFICE ADDITION, Dakota County, Minnesota. PROPERTY DESCRIPTION 2999 WEST C.R. 42, SUITE 100, BURNSVILLE, MN 55306PHONE: 952.890.6044 www.jrhinc.comPLANNERS / ENGINEERS / SURVEYORSSPIRIT OF BRANDTJEN FARM 25TH ADDITIONLAKEVILLE, MINNESOTAPRELIMINARY PLATFORSBF DEVELOPMENT CORPORATION16972 BRANDTJEN FARM DRIVE, LAKEVILLE, MN 55044DRAWN BY DATE REVISIONS PLM 11/22/2024 CAD FILE 20662-66pp.dwg PROJECT NO. 20662-66 C2.0James R. Hill, Inc.EXHIBIT B Page 251 of 445 NOTE: NO MONUMENT SYMBOL SHOWN AT ANY STATUTEREQUIRED LOCATION INDICATES A PLAT MONUMENTTHAT WILL BE SET WITHIN ONE YEAR FROM THERECORDING DATE OF THIS PLAT. SAID MONUMENTSSHALL BE 1/2 INCH x 14 INCH IRON PIPES MARKED BYL.S. NO. 47481.KNOW ALL PERSONS BY THESE PRESENTS: That SBF Commercial Holdings, LLC, a Minnesota limited liability company, owner of thefollowing described property:Lot Two (2), Block One (1), SPIRIT OF BRANDTJEN FARM OFFICE ADDITION, according to the recorded plat thereof, DakotaCounty, Minnesota.Torrens Certificate No. 173728.AndLot One (1), Block Twenty-one (21), SPIRIT OF BRANDTJEN FARM, according to the recorded plat thereof, Dakota County,Minnesota.Torrens Certificate No. 149935.Has caused the same to be surveyed and platted as SPIRIT OF BRANDTJEN FARM 25TH ADDITION and does hereby dedicate to thepublic for public use the drainage and utility easements as created on this plat.In witness whereof said SBF Commercial Holdings, LLC, a Minnesota limited liability company, has caused these presents to besigned by its proper officer this day of , 20 .SBF Commercial Holdings, LLCBy: , its STATE OF COUNTY OF This instrument was acknowledged before me on day of , 20,by , the of ESBF Commercial Holdings, LLC, a Minnesota limitedliability company, on behalf of the company.SignaturePrinted NameNotary Public, County, My commission expires I Marcus F. Hampton do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly LicensedLand Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematicaldata and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly setwithin one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the dateof this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat.Dated this day of , 20______________________________________________________________Marcus F. Hampton, Licensed Land Surveyor, Minnesota License No. 47481STATE OF MINNESOTACOUNTY OF This instrument was acknowledged before me on this day of , 20,by Marcus F. Hampton.SignaturePrinted NameNotary Public, County, MinnesotaMy commission expires January 31,CITY COUNCIL OF CITY OF LAKEVILLE, COUNTY OF DAKOTA, STATE OF MINNESOTAThis plat of SPIRIT OF BRANDTJEN FARM 25TH 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 compliancewith the provisions of Minnesota Statutes, Section 505.03, Subd. 2.By: Mayor 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 approvedthis day of , 20 .By: Todd B. Tollefson, Dakota County SurveyorDEPARTMENT 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 and transferentered this day of , 20 .By: Amy A. Koethe, DirectorDepartment Of Property Taxation and RecordsREGISTRAR OF TITLES, COUNTY OF DAKOTA, STATE OF MINNESOTAI hereby certify that this plat of SPIRIT OF BRANDTJEN FARM 25TH ADDITION was filed in the office of the Registrar of Titles forpublic record on this day of , 20 , at o'clock . M. and was duly filed inBook of Plats, Page , as Document Number .Amy A. Koethe, Registrar of TitlesDENOTES FOUND 1/2 INCH IRON MONUMENT WITH CAPMARKED R.L.S. NO. 23021, UNLESS OTHERWISE NOTEDDENOTES SET 1/2 INCH IRON MONUMENT WITH CAPMARKED R.L.S. NO. 47481BEARINGS ARE BASED ON THE SOUTH LINE OF LOT 1,BLOCK 21, SPIRIT OF BRANDTJEN FARM WHICH ISASSUMED TO HAVE A BEARING OF NORTH 89 DEGREES44 MINUTES 29 SECONDS WESTEXHIBIT CPage 252 of 445 City of Lakeville Public Works – Engineering Division Memorandum To: Kris Jenson, Planning Manager From: Jon Nelson, Assistant City Engineer McKenzie L. Cafferty, Environmental Resources Manager Joe Masiarchin, Parks and Recreation Director Copy: Zach Johnson, City Engineer Julie Stahl, Finance Director Dave Mathews, Building Official Tina Goodroad, Community Development Director Date: May 29, 2025 Subject: Spirit of Brandtjen Farm 25th Addition • Final Plat Review • Grading and Erosion Control Plan Review • Tree Preservation Review • Utility Plan Review BBAACCKKGGRROOUUNNDD Tradition Development has submitted a final plat application for a development to be known as Spirit of Brandtjen Farm 25th Addition. The proposed subdivision is located north of and adjacent to 170th Street, west of and adjacent to Draft Horse Boulevard, south of, east of and adjacent to Brandtjen Drive. The parent parcel consists of two platted lots (PID No. 227130021010 and 227136001020) zoned PUD, Planned Unit Development District. The final plat consists of seven (7) townhome lots, one (1) common area lot, one (1) office space lot, and two (2) outlots on 2.44 acres. The outlots created with the preliminary plat shall have the following use: Outlot A: Private Driveway; to be retained by the developer and deeded to HOA (0.27 acres) Outlot B: Parking Lot; to be retained by the developer (0.94 acres) The proposed development will be completed by: Developer: Tradition Development Engineer/Surveyor: James R. Hill, Inc. Page 253 of 445 SSPPIIRRIITT OOFF BBRRAANNDDTTJJEENN FFAARRMM 2255TTHH AADDDDIITTIIOONN FFIINNAALL PPLLAATT MMAAYY 2299,, 22002255 PPAAGGEE 22 OOFF 77 SSIITTEE CCOONNDDIITTIIOONNSS The Spirit of Brandtjen Farm 25th Addition site consists of an existing office building, gravel parking lot, and community garden constructed as part of the Planned Urban Development of Spirit of Brandtjen Farm Addition and Spirit of Brandtjen Farm Office Addition. The south end of the site generally drains north to south and the north end of the site generally drains south to north. There is property access on the west end and north end of the site. EEAASSEEMMEENNTTSS Prior to recording of the final plat: • A 10-foot-wide drainage and utility easement along the eastern and northern property lines of Outlot B shall be recorded. • A cross access easement over the entirety of Outlot B shall be recorded. SSTTRREEEETT AANNDD SSUUBBDDIIVVIISSIIOO NN LLAAYYOO UUTT Private Drives Development of Spirit of Brandtjen Farm 25th Addition includes the construction of a privately owned and maintained roadway and parking lot providing access to townhome lots. The Developer is dedicating a drainage and utility easement over the private roadway. The City shall not be responsible for any repairs (including cost) to the private roadway and parking lot due to maintenance within the easement area. CCOONNSSTTRRUUCCTTIIOONN AACCCCEESSSS Construction traffic access and egress for grading, utility and street construction will be from Brandtjen Farm Drive. PPAARRKKSS,, TTRRAAIILLSS,, AANNDD SSII DDEEWWAALLKKSS Development of SBF 25th Addition includes the construction of new ADA compliant ramps along the south side of Brandtjen Farm Drive. Privately owned and maintained sidewalk will be constructed within the site. The Park Dedication Fee has not been collected on the parent parcels and will be satisfied through a cash contribution with the final plat, consistent with the SBF Master PUD Agreement, calculated as follows: 7 units x $1,930.00 = $13,510.00 Attached Units in SBF 25th Addition Attached Unit Park Dedication Rate SBF 25th Addition Park Dedication Fee Page 254 of 445 SSPPIIRRIITT OOFF BBRRAANNDDTTJJEENN FFAARRMM 2255TTHH AADDDDIITTIIOONN FFIINNAALL PPLLAATT MMAAYY 2299,, 22002255 PPAAGGEE 33 OOFF 77 UUTTIILLIITTIIEESS SSAANNIITTAARRYY SSEEWWEERR Spirit of Brandtjen Farm 25th Addition is located within subdistricts NC-20070 of the North Creek sanitary sewer district, as identified in the City’s Comprehensive Sewer Plan. Wastewater will be conveyed through sanitary sewer to the northern trunk monitored by meter M643A and continue to the Empire plant. Spirit of Brandtjen Farm 25th Addition includes the extension of publicly owned and maintained sanitary sewer. 8-inch sanitary sewer will be constructed within the development and connect to the existing sanitary sewer stub at Draft Horse Boulevard. A drainage and utility easement is being established with the final plat for city ownership and maintenance of the public utilities. The Sanitary Sewer Availability Charge has been collected on the parent parcels with the final plat of Spirit of Brandtjen Farm 1st Addition. WWAATTEERRMMAAIINN Development of Spirit of Brandtjen Farm 25th Addition includes the construction of publicly owned and maintained watermain. 8-inch watermain will be constructed within the development and connect to the existing watermain stub at Brandtjen Farm Drive. A drainage and utility easement is being established with the final plat for city ownership and maintenance of the public utilities. DDRRAAIINNAAGGEE AANNDD GGRR AADDIINNGG BBAACCKKGGRROOUUNNDD Spirit of Brandtjen Farm (SBF) is a planned unit development of which development began in 2005. The proposed development encompasses nearly all of the north half of Section 1, Township 114, Range 20 and a substantial portion of the south half of said section. The initial stormwater modeling and drainage plan for SBF, located on the south half of Section 1, was prepared by Westwood Professional Services. The original design consisted of a main basin, Spirit, surrounded by six National Urban Runoff Program (NURP) basins. The Spirit basin design did not include a gravity outlet other than infiltration. A system of pumps was incorporated into the design to serve three functions: 1) Irrigation supply, 2) Recirculation for water features, and 3) Drawdown, if needed. During 2008, a decision was made to not construct the recirculation features. As a result, the proposed pumping station was not constructed, however, the pump station draw intake line was. As development has continued, Spirit basin appears to have adequately infiltrated all runoff from the development without the presence of the pumping system. Page 255 of 445 SSPPIIRRIITT OOFF BBRRAANNDDTTJJEENN FFAARRMM 2255TTHH AADDDDIITTIIOONN FFIINNAALL PPLLAATT MMAAYY 2299,, 22002255 PPAAGGEE 44 OOFF 77 A gravel processing area has been in operation on the north half of Section 1 in excess of forty years. As part of gravel operations years ago, a series of basins was constructed as wash basins for sand processing. The operational need for these basins ended approximately in 2013 and a reclamation plan was prepared for the gravel processing area. As part of the reclamation plan, the largest basin was measured and quantified, and incorporated into the reclamation plan with intended use as a stormwater management basin. The basin is referred to as Nordeast Basin. Proposed Stormwater Management Plan Spirit of Brandtjen Farm 25th Addition is located within subdistrict NCL 80a-11P of the North Creek stormwater district, as identified in the City’s Water Resources Management Plan. Development of Spirit of Brandtjen Farm 25th Addition utilizes an existing stormwater management basin network constructed with previous additions of Spirit of Brandtjen Farm to collect and treat the stormwater runoff generated from the site. The stormwater management design is consistent with City ordinance requirements. The final grading plan shall identify all fill lots in which the building footings will be placed on fill material. The grading specifications shall also indicate that all embankments meet FHA/HUD 79G specifications. The Developer shall certify to the City that all lots with footings placed on fill material are appropriately constructed. Building permits will not be issued until a soils report and an as-built certified grading plan have been submitted and approved by City staff. Spirit of Brandtjen Farm 25th 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. SSTTOORRMM SSEEWWEERR Development of Spirit of Brandtjen Farm 25th Addition includes the construction of privately owned and maintained storm sewer systems. Private storm sewer will be installed within the subdivision to collect and convey stormwater runoff generated from within the private lots to the stormwater management basin system located within previous Spirit of Brandtjen Farm Additions. Draintile construction is required in areas of non-granular soils within Spirit of Brandtjen Farm 25th Addition for the street sub-cuts and lots. Any additional draintile construction, including perimeter draintile required for building footings, which is deemed necessary during construction shall be the developer’s responsibility to install and finance. The Storm Sewer Charge has been collected on the parent parcels with the final plat of Spirit of Brandtjen Farm 1st Addition. Page 256 of 445 SSPPIIRRIITT OOFF BBRRAANNDDTTJJEENN FFAARRMM 2255TTHH AADDDDIITTIIOONN FFIINNAALL PPLLAATT MMAAYY 2299,, 22002255 PPAAGGEE 55 OOFF 77 Final locations and sizes of all storm sewer facilities will be reviewed by City staff with the final construction plans. FEMA FLOODPLAIN ANALYSIS Spirit of Brandtjen Farm 25th Addition is shown on the Flood Insurance Rate Map (Map No. 27037C0208E; 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 Trees are identified in the removal plan at Spirit of Brandtjen Farm 25th Addition to be relocated on the site. No trees are proposed for removal. All “save” trees that are damaged or removed will require replacement at a ratio of 2:1 as per the Lakeville Subdivision Ordinance. Significant trees, as identified in the Lakeville Subdivision Ordinance, shall be protected and preserved through termination of all grading and construction activities. EERROOSSIIOONN CCOO NNTTRROOLL The Developer is responsible for obtaining a MPCA Construction Permit for the site as well as developing a SWPPP for the site prior to construction. Changes made throughout construction must be documented in the SWPPP. No grading can take place on the site until a complete SWPPP is submitted to the City for review and approval. 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. The MS4 Administration Fee has not been collected on the parent parcels and is required with the final plat, calculated as follows: $57,506.34 x 2% Grading Costs = $1,150.13 Grading Cost Spirit of Brandtjen Farm 25th Addition 2025 Rate MS4 Administration Fee Spirit of Brandtjen Farm 25th Addition Page 257 of 445 SSPPIIRRIITT OOFF BBRRAANNDDTTJJEENN FFAARRMM 2255TTHH AADDDDIITTIIOONN FFIINNAALL PPLLAATT MMAAYY 2299,, 22002255 PPAAGGEE 66 OOFF 77 SECURITIES The Developer shall provide a Letter of Credit as security for the Developer-installed improvements relating to Spirit of Brandtjen Farm 25th Addition. Construction costs are based upon bid prices submitted by the Developer’s engineer on May 20, 2025. CONSTRUCTION COSTS Sanitary Sewer $ 69,982.94 Watermain 98,301.09 Storm Sewer Connection Streets 5,000.00 19,570.50 Grading, Drainage, Erosion Control and Restoration 5,000.00 SUBTOTAL - CONSTRUCTION COSTS $ 197,854.53 OTHER COSTS Developer’s Design (3.0%) $ 5,935.64 Developer’s Construction Survey (2.5%) 4,946.36 City’s Legal Expense (0.5%) 989.27 City Construction Observation (5.0%) 9,892.73 Developer’s Record Drawing (0.5%) 989.27 Landscaping 70,270.00 Lot Corners/Iron Monuments 1,100.00 SUBTOTAL - OTHER COSTS $ 94,123.27 TOTAL PROJECT SECURITY $ 291,977.80 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 $1,100.00. 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. CASH FEES A cash fee of $1,650.00 for traffic control signs shall be paid with the final plat. If street signs are installed during frost conditions, the Developer shall pay an additional $150.00 for each traffic control sign location. A cash fee for one-year of streetlight operating expenses shall be paid with the final plat and is calculated as follows: 7 units x $40.48/unit = $283.36 Total Units Spirit of Brandtjen Farm 25th Addition 2025 Rate Streetlight Operating Fee Spirit of Brandtjen Farm 25th Addition A cash fee for one-year of environmental resources management expenses shall be paid with the final plat and is calculated as follows: Page 258 of 445 SSPPIIRRIITT OOFF BBRRAANNDDTTJJEENN FFAARRMM 2255TTHH AADDDDIITTIIOONN FFIINNAALL PPLLAATT MMAAYY 2299,, 22002255 PPAAGGEE 77 OOFF 77 7 units x $61.52/unit x 0.50 = $215.32 Total Units (Townhome) Spirit of Brandtjen Farm 25th Addition 2025 Rate Utility Factor Environmental Resources Fee Spirit of Brandtjen Farm 25th Addition 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: 11 lots/outlots x $90.00/unit = $990.00 Lots/Outlots Spirit of Brandtjen Farm 25th Addition 2025 Rate Property Data & Asset/Infrastructure Mgmt. Fee Spirit of Brandtjen Farm 25th 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. The Developer shall also pay a cash fee for City Engineering Administration. The fee for City Engineering Administration will be based on three percent (3.00%) of the estimated construction cost, or $5,935.64. CASH REQUIREMENTS Park Dedication $ 13,510.00 Traffic Control Signs 1,650.00 Streetlight Operating Fee 283.36 Environmental Resources Management Fee 215.32 MS4 Administration Fee 1,150.13 Property Data and Asset/Infrastructure Management Fee 990.00 City Engineering Administration (3.00%) 5,935.64 TOTAL CASH REQUIREMENTS $ 23,734.45 RREECCOOMMMMEENNDDAATTIIOONN Engineering recommends approval of the final plat, grading and erosion control plan, tree preservation, and utility plan for Spirit of Brandtjen Farm 25th Addition, subject to the requirements and stipulations within this report. Page 259 of 445 Date: 7/7/2025 Ritter Meadows Fourth Addition Final Plat Proposed Action Staff recommends adoption of the following motion: Move to approve a resolution approving the Ritter Meadows Fourth Addition final plat. Overview TCLD LF3 Ritter, LLC has submitted a final plat application and plans for Ritter Meadows Fourth Addition, which includes 29 single family home lots and 50 detached townhome lots on 21.55 acres located west of Keokuk Avenue and north of 205th Street. This is the third and final phase of the revised preliminary plat of 29 single family lots, 99 detached townhome lots, and 135 attached townhome lots approved by the City Council on September 16, 2024. The Ritter Meadows final plat included 80 attached townhomes and 19 detached townhomes as the first phase of development was approved by the City Council on May 20, 2024. Ritter Meadows Second Addition of 55 attached townhome lots and 30 detached townhome lots was approved by the City Council on October 1, 2024. Ritter Meadows Third Addition was a replat of 70 attached townhome lots from the Ritter Meadows final plat and was approved by the City Council on December 16, 2024. The lot, block and street design of the Ritter Meadows Fourth Addition final plat is consistent with the approved revised preliminary plat. The final plat plans have been reviewed by Engineering and Parks and Recreation staff. Supporting Information 1. Final Plat resolution 2. Signed Development Contract 3. June 4, 2025 Planning and Engineering memos Financial Impact: $0 Budgeted: No Source: Envision Lakeville Community Values: A Home for All Ages and Stages of Life Report Completed by: Kris Jenson, Planning Manager Page 260 of 445 (Reserved for Dakota County Recording Information) CITY OF LAKEVILLE DAKOTA COUNTY, MINNESOTA RESOLUTION NO. 25-______ RESOLUTION APPROVING THE FINAL PLAT OF RITTER MEADOWS FOURTH ADDITITON WHEREAS, the owner of the property described as RITTER MEADOWS FOURTH ADDITION has requested final plat approval; and WHEREAS, the preliminary plat was reviewed by the Planning Commission and the Parks, Recreation and Natural Resources Committee and approved by the City Council; and WHEREAS, the final plat is consistent with the preliminary plat; and WHEREAS, the final plat is acceptable to the City; NOW THEREFORE BE IT RESOLVED by the Lakeville City Council: 1. The RITTER MEADOWS FOURTH ADDITION final plat is approved subject to the development contract and security requirements. 2. The Mayor and City Clerk are hereby authorized to sign the development contract and the final plat mylars. 3. The City Clerk is directed to file a certified copy of this resolution with the Dakota County Recorder. Page 261 of 445 2 ADOPTED by the Lakeville City Council this 7th day of July 2025. CITY OF LAKEVILLE Luke M. Hellier, Mayor ATTEST: _______________________ Ann Orlofsky, City Clerk STATE OF MINNESOTA ) CITY OF LAKEVILLE ) I hereby certify that the foregoing Resolution No. 24-____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 7th day of July 2025 as shown by the minutes of said meeting in my possession. __________________________ Ann Orlofsky City Clerk (SEAL) Drafted By: City of Lakeville 20195 Holyoke Avenue Lakeville, MN 55044 Page 262 of 445 1 236352v4 Ritter Meadows Fourth Addition 4476239.v2 (reserved for recording information) DEVELOPMENT CONTRACT (Developer Installed Improvements) RITTER MEADOWS FOURTH ADDITION THIS DEVELOPMENT CONTRACT (the “Contract”) dated July _____, 2025, by and between the CITY OF LAKEVILLE, a Minnesota municipal corporation (“City”), and TCLD LF3 RITTER, LLC, a Minnesota limited liability company (the “Developer”). 1. REQUEST FOR PLAT APPROVAL. The Developer has asked the City to approve a plat for RITTER MEADOWS FOURTH 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 as: Outlot F, Ritter Meadows, Dakota County, Minnesota, according to the recorded plat thereof; And Outlot A, Ritter Meadows Second Addition, Dakota County, Minnesota, according to the recorded plat thereof. [Platted as Ritter Meadows Fourth Addition, Dakota County, Minnesota.] Page 263 of 445 2 236352v4 Ritter Meadows Fourth Addition 4476239.v2 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 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 four (4) years after preliminary plat approval. 6. CHANGES IN OFFICIAL CONTROLS. For four (4) 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 Page 264 of 445 3 236352v4 Ritter Meadows Fourth Addition 4476239.v2 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, B, C, and F the plans may 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 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 - Tree Preservation Plan Plan D - Plans and Specifications for Public Improvements Plan E - Street Lighting Plan Plan F - Landscape Plan 8. IMPROVEMENTS. The Developer shall install and pay for the following: A. Sanitary Sewer System B. Water System C. Storm Sewer System D. Streets E. Concrete Curb and Gutter F. Street Lights G. Site Grading, Stormwater Treatment/Infiltration Basins, and Erosion Control Page 265 of 445 4 236352v4 Ritter Meadows Fourth Addition 4476239.v2 H. Underground Utilities I. Setting of Iron Monuments J. Surveying and Staking K. Sidewalks and Trails L. Retaining Walls 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 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. Page 266 of 445 5 236352v4 Ritter Meadows Fourth Addition 4476239.v2 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 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, 2025, with the exception of the final wear course of asphalt on streets. The final wear course on streets shall be installed between August 15th and October 15th the first summer after the base layer of asphalt has been in place one freeze thaw cycle. The Developer may, however, request an extension of time from the City. If an extension is granted, it shall be conditioned upon updating the security posted by Page 267 of 445 6 236352v4 Ritter Meadows Fourth Addition 4476239.v2 the Developer to reflect cost increases and the extended completion date. Final wear course placement outside of this time frame must have the written approval of the City Engineer. 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 thirty (30) days after demand by the City, 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 Developer is responsible for obtaining a MPCA Construction Permit and updating the SWPPP, including changes during construction, for the duration of the project. The permit requires that all erosion and sediment BMPs be clearly outlined in the project SWPPP. The Developer is responsible for the establishment of native vegetation around all stormwater management basins within the buffer areas. Redundant silt fence is required along all waterways that do Page 268 of 445 7 236352v4 Ritter Meadows Fourth Addition 4476239.v2 not have an established 50-foot buffer. Additional erosion control measures may be required during construction as deemed necessary by City staff. Any additional measures shall be installed and maintained by the Developer. The MS4 Administration Fee for Ritter Meadows Fourth Addition has been collected with the Ritter Meadows final plat. 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 before the City approves individual building permits (except three (3) model home permits on lots acceptable to the Building Official), 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 house pads, and all other items listed in City Code Section 10- 3-5.NN. The City will withhold issuance of building permits 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 lots with house 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 building permits. Before a building permit is issued, a cash escrow of $1,000.00 per lot shall be furnished to the City to guarantee compliance with the erosion control and grading requirements and the submittal of an as-built certificate of survey. Prior to the release of the required individual lot grading and erosion control security that is submitted with the building permit, an as-built certificate of survey for single family lots must be Page 269 of 445 8 236352v4 Ritter Meadows Fourth Addition 4476239.v2 submitted to verify that the final as-built grades and elevations of the specific lot and all building 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-built survey is not timely completed, the City may enter the lot, perform the work, and apply the cash escrow toward the cost. Upon satisfactory completion of the grading, erosion control and as-built survey, the escrow funds, without interest, less any draw made by the City, shall be returned to the person who deposited the funds with the City. The final grading plan shall identify all fill lots in which building footings will be placed on fill material. The grading specifications shall also indicate that all embankments meet FHA/HUD 79G specifications. The Developer shall certify to the City that all such lots with footings to be placed on fill material are appropriately constructed. Building permits will not be issued until a soils report and an as-built certified grading plan are submitted and approved by City staff. Ritter Meadows Fourth 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. 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 270 of 445 9 236352v4 Ritter Meadows Fourth Addition 4476239.v2 18. CITY ENGINEERING ADMINISTRATION, CONSTRUCTION OBSERVATION AND AS-BUILT RECORD DRAWING PREPARATION. 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. The Developer shall pay for construction observation and as-built record drawing preparation performed by the City’s in- house engineering staff or consulting engineer. Construction observation shall include part or full time inspection of proposed public utilities and street construction and will be billed on hourly rates estimated to be five percent (5%) of the estimated construction cost. Construction as-built record drawing preparation shall include field surveying, preparation of as-built record drawings and updating the City’s GIS database and will be billed on hourly rates estimated to be one half of a percent (0.5%) of the estimated construction cost. 19. STORM SEWER. Public storm sewer will outlet to a stormwater basin constructed with Ritter Meadows grading permit issuance. The basin will be in Outlot B, Ritter Meadows final plat and provide treatment and rate control of stormwater runoff generated from the site. The stormwater management design is consistent with the City’s stormwater management ordinance. The Developer shall construct public storm sewer systems within the subdivision to collect and convey stormwater runoff generated from within the public right-of-way and lots to a public stormwater management basin located with Outlot C, Ritter Meadows. Draintile construction is required in areas of non-granular soils within Ritter Meadows for the street subgrade and lots. Any additional draintile construction, including perimeter draintile required for building footings, deemed necessary during construction by the City shall be the Developer’s responsibility to install and finance. Page 271 of 445 10 236352v4 Ritter Meadows Fourth Addition 4476239.v2 The Storm Sewer Charge has not been collected on the parent parcels and will be collected with the final plat, calculated as follows: Storm Sewer Charge Summary Gross Area of Ritter Meadows Fourth Add. 939,154 s.f. Less Area of Outlot A (Future Development) (-) 8712 s.f. Total Storm Sewer Charge Area 930,442 s.f. 930,442 s.f. x $0.178/s.f. = $165,618.68 Net Area Ritter Meadows Fourth Addition 2025 Unit Rate Storm Sewer Charge Ritter Meadows Fourth Addition Final locations and sizes of all storm sewer facilities will be reviewed by City staff with the final construction plans. 20. SANITARY SEWER. Ritter Meadows Fourth Addition is located within subdistricts SC- 13300 and SC-13310 of the South Creek sanitary sewer district. Wastewater will be conveyed through City sanitary sewer to the MCES interceptor sewer monitored by meter M646. Wastewater treatment is provided by the Empire Wastewater Treatment Facility. The Developer shall construct and extend sanitary sewer within the subdivision from stubs located within Kettle Pass, Keokuk Avenue, and Keystone Avenue, to be constructed within Ritter Meadows. The Developer shall also extend sanitary sewer to the northern extents of the subdivision along Kettle Pass from a stub located within Keokuk Avenue and 200th Street. The Developer is eligible for credit for sanitary sewer improvements oversized to serve future development. A $25,122.08 credit will be applied to the Ritter Meadows 4th Addition cash requirement. The Sanitary Sewer Availability Charge has not been collected on the parent parcels and shall be paid by the Developer with the final plat. The fee is based on the rate in effect at the time of final plat approval, calculated as follows: 79 units x $327.00 = $25,833.00 Total Units Ritter Meadows Fourth Addition 2025 Unit Rate Sanitary Sewer Availability Charge Ritter Meadows Fourth Addition Page 272 of 445 11 236352v4 Ritter Meadows Fourth Addition 4476239.v2 21. WATERMAIN. The Developer shall construct and extend public watermain within the subdivision from stubs located along Kettle Pass, Keokuk Avenue, and Keystone Avenue. The Developer is eligible for a credit for watermain improvements oversized to serve future development. A $84,499.93 credit will be applied to the Ritter Meadows 4th Addition cash requirement. The Developer is eligible for reimbursement for the cost difference between installing a privately owned and maintained high-efficiency irrigation system and a standard system in Ritter Meadows. The reimbursement will include design costs, construction observation (at a rate of $6,000 per phase), and development of a maintenance manual (all to be completed by Water in Motion, Inc.) to be included in all future property management documents. The Developer and future property management association will be responsible for all future operation, maintenance, and upkeep of the irrigation system. 22. CONSTRUCTION ACCESS. Construction traffic access and egress for grading, utility and street construction shall be from Keokuk Avenue and minimize the amount of residential property frontage used for access. 23. KEYSTONE AVENUE IMPROVEMENTS. The Developer shall construct a temporary Cul- de-Sac at the north end of Keystone Avenue and enter into a temporary turnaround easement with the City in a recordable form approved by the City and provide a $5,000.00 security for the future removal. Future street extension signs and barricades must be installed at the end of 200th Street. 24. PARKS, TRAILS, AND SIDEWALKS. The Developer shall install five-foot wide concrete sidewalks, with pedestrian curb ramps, along one side of all local streets. The Developer shall construct an eight-foot-wide bituminous trail along the west side of Keokuk Avenue. The City shall apply a credit to the Developer in the amount of $6,273.00 for the City’s 3/8ths share (excluding grading and restoration) of the trail improvements. The Park Dedication requirement has not been collected on the parent parcels and shall be paid by the Developer through a cash contribution with the final plat. The Park Dedication requirement will be collected with the final plat, calculated as follows: Page 273 of 445 12 236352v4 Ritter Meadows Fourth Addition 4476239.v2 79 units x $3,968.00 = $313,472.00 Total Units Ritter Meadows Fourth Addition 2025 Unit Rate Park Dedication Fee Ritter Meadows Fourth Addition 25. TRAFFIC CONTROL SIGNS AND STREET LIGHT OPERATION COSTS. The Developer shall pay a cash fee in the amount of $4,650.00 for traffic control signs with the final plat. If traffic control signs are installed in frost conditions, the Developer shall pay an additional $150.00 for each traffic control sign location. The Developer shall pay a cash fee for one-year of streetlight operating expenses with the final plat, calculated as follows: 79 units x $40.48/unit = $3,197.92 Total Units Ritter Meadows Fourth Addition 2025 Rate Streetlight Operating Fee Ritter Meadows Fourth Addition 26. ENVIRONMENTAL RESOURCES EXPENSES. The Developer shall pay a cash fee for one-year of environmental resources management expenses with the final plat, calculated as follows: 79 units x $61.52/unit x 1.00 = $4,860.08 Total Units Ritter Meadows Fourth Addition 2025 Rate Utility Factor Environmental Resources Fee Ritter Meadows Fourth Addition 27. LANDSCAPING. For Lots 1-16, Block 3 and Lots 1-13, Block 4, unless the lot already has two (2) trees on it, the Developer or lot purchaser shall plant sufficient trees so that there are at least two (2) trees on every lot in the plat, one of which must be planted in the front yard. Trees that are chosen by the Developer or property owner cannot cause a public nuisance, such as cotton producing trees, or trees that may become a public hazard due to insect infestation or weak bark. The minimum deciduous tree size shall be two and one-half (2½) inches caliper, balled and burlapped. Evergreen trees must be at least eight feet (8’) tall. The trees may not be planted in the right-of-way. The Developer or lot purchaser shall sod the front yard, boulevard, and side yards to the rear of the structure on every lot. Weather permitting, the trees, sod, and seed shall be planted within sixty (60) days after a home has received a certificate of occupancy. Before a building permit is issued for any lot, a cash escrow of $1,000.00 per lot shall be Page 274 of 445 13 236352v4 Ritter Meadows Fourth Addition 4476239.v2 furnished the City to guarantee compliance with the landscaping requirements. If the landscaping is not completed in a timely manner, the City may enter the lot, perform the work, and apply the cash escrow toward the cost. Upon satisfactory completion of the landscaping the escrow funds, without interest, less any draw made by the City, shall be returned to the person who deposited the funds with the City. All trees shall be warranted to be alive, of good quality, and disease free for twelve (12) months after planting. Any replacements shall be warranted for twelve (12) months from the time of planting. The Developer or property owner is responsible for contacting the City when all the landscaping has been installed to set up an inspection. Fifty percent (50%) of the security will be released when all the landscaping has been installed and inspected by City staff and the remaining fifty percent (50%) will be released one year after the landscaping inspection and any warranty work has been completed. Landscaping shall be installed in accordance with the approved landscape plan, dated May 30, 2025. The Developer shall post a $133,267.50 landscaping security at the time of final plat approval to ensure that the landscaping is installed in accordance with the approved plan. 28. TREE PRESERVATION. The tree preservation/inventory plan submitted with the Ritter Meadows preliminary plat identifies approximately 812 existing significant trees located within the preliminary plat boundaries. All “save” trees that are damaged or removed will require replacement at a ratio of 2:1. Significant trees, as identified in the Tree Preservation ordinance (10-4-11), shall be protected and preserved through termination of all grading and construction activities. The final plat is consistent with the approved preliminary plat tree preservation plan. 29. WETLANDS. A wetland delineation of the site was approved on December 10, 2021. No wetland impacts are proposed with Ritter Meadows Fourth Addition. 30. SPECIAL PROVISIONS. The following special provisions shall apply to plat development: A. Implementation of the recommendations listed in the June 4, 2025, Planning Report, and June 4, 2025, Engineering Report. Page 275 of 445 14 236352v4 Ritter Meadows Fourth Addition 4476239.v2 B. The Developer shall install a “Future Street Extension” sign and barricades at the north end of Keokuk Avenue. C. A Homeowners Association shall be established for the ownership and maintenance of Lot 45, Block 1, and Lot 7, Block 2. The City must be provided with documents establishing the Homeowners Association for review and approval by the City Attorney and provide proof of recording of the Homeowners Association documents prior to issuance of building permits for the detached townhome units. D. Prior to recording of the final plat, the Developer shall enter into a temporary drainage and utility easement with the City, in a recordable form approved by the City, providing 10 foot-wide easements along the east, north, and west perimeter of Outlot A, and a five-foot wide easement along the south perimeter of Outlot A. E. 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 $8,000.00 security for the final placement of interior subdivision iron monuments at property corners. The security was calculated as follows: 80 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. F. 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 $7,200.00. G. The Developer shall be responsible for the cost of street light installation consistent with a street lighting plan approved by the City. Before the City signs the final plat, the Developer shall post a security for street light installation consistent with the approved plan. The estimated amount of Page 276 of 445 15 236352v4 Ritter Meadows Fourth Addition 4476239.v2 this security is $13,400.00 and consists of ten (10) post-top street lights at $1,200.00, and one (1) mast arm lights at $1,400.00 each. H. 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. 31. 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 shall furnish the City with a cash escrow, or letter of credit, in the form attached hereto, from a bank ("security") for $2,048,170.27. The amount of the security was calculated as follows: CONSTRUCTION COSTS: A. Sanitary Sewer $385,851.14 B. Watermain 555,485.95 C. Storm Sewer 379,963.78 D. Streets 706,869.40 E. Grading, Erosion Control and Vegetation Establishment 20,000.00 CONSTRUCTION SUB-TOTAL $2,048,170.27 OTHER COSTS: A. Developer’s Design (3.0%) $61,445.11 B. Developer’s Construction Survey (2.5%) 51,204.26 C. City Legal Expenses (Est. 0.5%) 10,240.85 D. City Construction Observation (Est. 5.0%) 102,408.51 E. City Record Drawings (0.5%) 10,240.85 F. Temporary Cul-de-Sac Removal/Restoration 5,000.00 G. Landscaping 133,267.50 H. Street Lights 13,400.00 I. Lot Corners/Iron Monuments 8,000.00 OTHER COSTS SUB-TOTAL $395,207.08 TOTAL SECURITIES: $2,443,377.35 Page 277 of 445 16 236352v4 Ritter Meadows Fourth Addition 4476239.v2 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. 32. 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. Park Dedication $313,472.00 B. Sanitary Sewer Availability Charge 25,833.00 C. Storm Sewer Charge 165,618.68 D. Traffic Control Signs 4,650.00 E. Street Light Operating Fee 3,197.92 F. Environmental Resources Expenses 4,860.08 G. Property Data and Asset/Infrastructure Management Fee 7,200.00 H. City Engineering Administration (3% for letters of credit) 61,445.11 TOTAL CASH REQUIREMENTS $586,276.79 CREDITS TO THE CASH REQUIREMENTS Trail Improvements (Park Dedication Fee) $6,273.00 Page 278 of 445 17 236352v4 Ritter Meadows Fourth Addition 4476239.v2 Sanitary Sewer Oversize Credit (Sanitary Sewer Fund) $25,122.08 Watermain Oversize Credit (Water Fund) 84,499.93 SUBTOTAL – CREDITS TO THE CASH REQUIREMENTS $115,895.01 TOTAL CASH REQUIREMENTS $470,381.78 33. 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 streets is one year. The warranty period for underground utilities is two years and shall commence following completion and acceptance by the City. The one year warranty period on streets shall commence after the final wear course has been installed and accepted 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 if the Developer fails to timely perform such work; provided the Developer is first given notice of the work in default not less than five (5) business days in advance, except that no notice is required in an emergency as determined by the City. The City’s standard specifications for utility and street construction identify the procedures for final acceptance of streets and utilities. 34. 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 279 of 445 18 236352v4 Ritter Meadows Fourth Addition 4476239.v2 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. 35. 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 280 of 445 19 236352v4 Ritter Meadows Fourth Addition 4476239.v2 36. 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 any building permits, except three (3) model homes on lots acceptable to the Building Official. Approval of an administrative permit in compliance with Chapter 27 of the City’s zoning ordinance is required prior to the construction of any model homes. 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. Page 281 of 445 20 236352v4 Ritter Meadows Fourth Addition 4476239.v2 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. 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 Page 282 of 445 21 236352v4 Ritter Meadows Fourth Addition 4476239.v2 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: 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. Page 283 of 445 22 236352v4 Ritter Meadows Fourth Addition 4476239.v2 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. 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 Page 284 of 445 23 236352v4 Ritter Meadows Fourth Addition 4476239.v2 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. 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. 37. 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 in care of Ben Schmidt by certified mail at the following address: 4800 Olson Memorial Highway, Suite 200, Golden Valley, Minnesota 55422. 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 285 of 445 24 236352v4 Ritter Meadows Fourth Addition 4476239.v2 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 July, 2025, 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 286 of 445 Page 287 of 445 1 City of Lakeville Community Development Memorandum To: Tina Goodroad, Community Development Director From: Kris Jenson, Planning Manager Date: June 4, 2025 Subject: Ritter Meadows Fourth Addition Final Plat Application Action Deadline: July 8, 2025 INTRODUCTION TCLD LF3 Ritter, LLC (Twin Cities Land Development) has submitted an application and plans for the final plat of Ritter Meadows Fourth Addition, which includes 29 single family home lots and 50 detached townhome lots on 21.55 acres located north of 205th Street and west of Interstate 35. This is the final phase of the preliminary plat of 29 single family lots, 99 detached townhome lots, and 135 attached townhome lots that was approved by the City Council on September 16, 2024. The lot, block and street design of the Ritter Meadows Fourth Addition final plat is consistent with the approved preliminary plat. The final plat plans have been reviewed by Engineering and Parks and Recreation staff. EXHIBITS A. Aerial Location Map B. Approved Preliminary Plat C. Final Plat PLANNING A NALYSIS Existing Conditions. The Ritter Meadows subdivision is under development and construction of detached townhomes has begun on the site. Previously the site was used for a homestead and for mining activity and a grading permit has been issued for the site. Zoning. The zoning of the parent parcels to be developed is RST-2-, Single- and Two-Family Residential District, in which detached townhomes and single family homes are a permitted use. Page 288 of 445 2 TOWNHOME DEVELOPMENT STANDARDS Lot Requirements. The following minimum requirements for townhome building setbacks in the RST-2 District pertain to the Ritter Meadows Fourth Addition final plat: Base Lot Between Detached Units Front Yard (to ROW) RST-2 30 feet 14 feet 20 feet (front) 25 feet (garage) The unit lots shown on the Ritter Meadows Fourth Addition final plat have sufficient area to accommodate the detached townhome units. The RST-2 District requires at least 5,000 square feet per unit. The Ritter Meadows Fourth Addition final plat has an average of 11,142 square feet per unit for the townhome area, which exceeds the minimum lot area per unit requirements of the RST-2 District. Homeowner’s Association. A Homeowner’s Association (HOA) is required to be established for the ownership and maintenance of the following common area lots: • Lot 45, Block 1 • Lot 7, Block 2 The HOA documents shall be provided to the city for review and approval by the City Attorney. Once approved those HOA documents must be recorded and proof of the recording provided prior to issuance of building permits for detached townhome units. SINGLE FAMILY LOT REQUIREMENTS Lot Area. Single family lots within the RST-2 District are required to provide a minimum lot area of 8,400 square feet for interior lots and 10,200 square feet for corner lots. The area of the 29 lots in the final plat meet the minimum square footage required. Lot Width. The minimum lot width for single-family lots within the RST-2 District is 70 feet for interior lots and 85 feet for corner lots. All lots meet the minimum lot width requirement. Setbacks. Setback requirements for single family lots in the RST-2 District is outlined below: Front Side (Interior) Side (Corner) Rear 20 feet house 25 feet garage 7 feet 20 feet 30 feet The proposed building pads meet the minimum setback requirements for interior and corner lots. Development Density. The Ritter Meadows Fourth Addition final plat consists of 29 single family home lots and 50 detached townhome lots on 21.55 acres for a gross density of 3.67 units Page 289 of 445 3 per acre. Removing the outlot leaves 21.35 acres to be developed, resulting in a net density of 3.7 units per acre overall. The density of the single family home lots area is 3.39 units per acre and the density of the detached townhome area is 3.91 units per acre. Phasing. This is the third development phase of the Ritter Meadows preliminary plat but fourth final plat (The Ritter Meadows 3rd Addition final plat was a re-plat of the Ritter Meadows final plat.) There will be no remaining residential lots to be platted after the recording of the Ritter Meadows Fourth Addition final plat. Outlots. There is one outlot proposed with the Ritter Meadows Fourth Addition final plat. Outlot A is 0.2 acres in size and will be retained by the developer for future development. Ten- foot-wide temporary drainage and utility easements must be dedicated along the west, north, and east property lines and a five foot wide drainage and utility easement along the south property line. Access. Construction access for Ritter Meadows will be determined with the final construction plans. Streets & Right-of-Way. Ritter Meadows Fourth Addition is adjacent to or will include the construction of the following streets: Keokuk Avenue will be a 36-foot-wide minor collector street within an 80-foot-wide right-of-way that will run along the east side of the final plat. A trail will be constructed along the west side of the street, with a future trail to be constructed on the east side of the street at the time that Outlot H, Ritter Meadows develops. The Developer will be required to install barricades and a “Future Street Extension” sign at the north end of Keokuk Avenue, until Keokuk Avenue is extended in the future. Keystone Avenue will be a 32-foot-wide local street within a 60-foot-wide right of way with a sidewalk on one side of the street extended north from its current location to connect with Kerkhoven Way. Keystone Court will be a 32-foot-wide local street within a 60-foot-wide right of way that ends in a permanent cul de sac. It extends north from the intersection of Keystone Avenue and Kerkhoven Way. Kettle Pass will be a local, 32-foot-wide residential street within a 60-foot-wide right of way that will be extended north from its current location to intersect with Kerkhoven Way. 200th Street/Keystone Avenue will be a 32-foot-wide local street within a 60-foot-wide right of way with a sidewalk on one side of the street and a temporary turnaround at the north terminus of the street. The Developer will be required to install barricades and a “Future Street Extension” sign at the north terminus of Keystone Avenue until it is extended with a future phase, as well as to provide the temporary turnaround easement and $5,000 cash escrow for the future removal of the temporary turnaround. Page 290 of 445 4 Trails. The Developer will construct an eight-foot-wide bituminous trail along the west side of Keokuk Avenue. Landscaping. Per the approved landscape plan, a mix of trees and shrubs are planned along the west side of Keokuk Avenue, in the area of the detached townhomes. That same area will also have trees planted in front of and behind the detached units and the common areas will be irrigated. A security of $133,267.50 must be submitted with the final plat for landscaping. Park Dedication. Park dedication for Ritter Meadows Fourth Addition will be satisfied through a cash contribution of $313,472.00 is required with the final plat to satisfy the Park Dedication requirement for Ritter Meadows Fourth Addition. Please see the June 4, 2025 engineering report for more details. Tree Preservation. A tree preservation plan was prepared and approved with the preliminary plat. The plan identified 812 significant trees within the Ritter Meadows plat boundary and proposed to save 103 (12.7%) trees. Tree removal has occurred in conjunction with grading work currently occurring at the site. Wetlands. A wetland delineation was completed and approved in 2021. There are no wetland impacts proposed with the Ritter Meadows Fourth Addition final plat. Grading, Drainage and Erosion Control. The final plat includes grading, drainage and erosion control plans. Grading, drainage and erosion control is discussed in more detail in the June 4, 2025 engineering report. RECOMMENDATION The Ritter Meadows Fourth Addition final plat is consistent with the approved preliminary plat and complies with the requirements of the Zoning and Subdivision Ordinances. Community Development Department staff recommends approval of the Ritter Meadows Fourth Addition final plat subject to the following conditions: 1. The recommendations listed in the June 4, 2025 engineering report. 2. Five-foot-wide concrete sidewalks shall be constructed along one side of all streets, at the developer’s expense, as shown on the approved final plat plans. 3. An eight-foot-wide trail must be constructed along the west side of Keokuk Avenue. 4. The developer shall pay $313,472.00 in park dedication fees with the final plat. 5. A security of $133,267.50 must be submitted with the final plat for landscaping. 6. Barricades and a “Future Street Extension” sign must be placed at the end of Keokuk Avenue and Keystone Avenue. Page 291 of 445 5 7. The Developer must construct a temporary turnaround at the north end of Keystone Avenue, as well as providing a temporary turnaround easement and a $5,000 cash escrow for the future removal. 8. A homeowners association (HOA) is required to be established for the ownership and maintenance of the following common area lots: • Lot 45, Block 1 • Lot 7, Block 2 9. HOA documents must be provided to the city for review and approval by the City Attorney, and once approved, the HOA documents must be recorded and proof of the recording provided prior to issuance of building permits for detached townhome units. 10. Prior to recording the final plat, the Developer must execute a temporary easement document for Outlot A, providing 10-foot-wide easements along the east, north, and west perimeter and a five-foot-wide easement along the south perimeter. Page 292 of 445 Dakota County, Maxar City of Lakeville Location Map Ritter Meadows Fourth Addition EXHIBIT A Site Location ± Site Location KEOKUK AVE205TH ST 202ND ST 203RD ST I-35Page 293 of 445 KERKHOVE N W A Y KETTLE PASS 202N D S T. 202ND ST. 202ND ST.KEYSTONE KEYSTONE COURTKEYSTONE AVEUNUEKEYSTONE AVENUEKEYSTONE AVENUEKEYNOTE LOOP KEYNOTE LOOP203RD ST. 203 R D S T .KEOKUK AVE.KEOKUK AVE.KEOKUK AVE.KEOKUK AVE.200TH ST. PARK (2.84 AC)AVENUEOPEN CHANNEL DITCH FOR OFFSITE FLOWKERKHOVEN WAY200TH ST.KEOKUK AVE.1234567891011121316156 5 4 3 2 129303132333435364647484950 51 52 53 54555657 2 1 2 3 4 5 7 8 9 1234567 8 9 10 11 12 13 6 5 4 3 3231302928 272625242322212019181716151413121110987 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 2 3 4 5 12 11 3 4 5 6 10 9 1 33 6 1 2 3 4 5 6 7 8 6 7 8 9 10 11 12131415 1 2BLOCK 2BLOCK 1 BLOCK 2BLOCK 3BLOCK 3BLOCK 3BLOCK 4 BLOCK 5 BLOCK 6BLOCK 7OUTLOT A OUTLOT B 34 33 85 33 OUTLOT A BLOCK 8 BLOCK 7 63 64 65 49 2423 71 72 75 30 57 58 59 60 61 62 38 39404142434445465152535456 31 33 34 35 36 48 8 9 10 11 12 13 14 15 16 17 19 20 21 22 37 2928272625 73 74 32 475055 187 68 69 706667 OUTLOT G 76 1 OUTLOT C 58 5858 14 BLOC K 6 34 58 16 OUTLOT C 454443 37 3839404142 10 11 12 13 14 15 16 1718192021222324252627287891011121314OUTLOT E 77 78 79 80 81 82 83 84 OUT LOT F VIEW A VIEW B VIEW C VIEW D 11RITTER MEADOWS PRELIMINARY PLAT SUBMITTAL SITE PLAN OVERVIEW 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700FOR REVIEW ONLYPRELIMINARYNOT FOR CONSTRUCTIONSITE PLAN NOTES:LEGEND:EXHIBIT B Page 294 of 445 SEE SHEET 3 OF 4 SHEETS INSET A N89°29'39"W 256.89 N73°23'32"E 60.00 S67°23'50"W 60.00 S89°23'48"W 267.44 S74°10'1 4 " W 87.86 N24°56'20"W 8.54R=183.50L =5 1 0 .2 7 Δ=159°1 9 '4 1 "C.Brg=S5 9 °5 2 '1 0 "W C=36 1 .0 4 N53° 5 3'2 6" E 112. 3 5 S88°22'51"E 241.65S02°27'44"W 179.44R=180.0 0 L =3 0 4.81Δ = 9 7 ° 0 1 '3 0 " N85°26'14"E 182.34 N54° 1 6' 5 6" E 5 1 8. 1 7 R=580.00L=270.24Δ=26°41'43"C.Brg=S18°09'17"EC=267.80N78°03'17"E 50.02 R=260.00 L=42.64 =9°23'46" C.Brg=N11°54'35"W C=42.59 N5 9 ° 5 4 ' 5 2 " W 15 7 . 6 0 N89°59'45"W 205.13 N74°00'1 9 " E 90.65 N63°05'17"E 84.00 N64°29'18"E 66.10 N78°47'40"E 53.83 N89°57'15"W 442.50 R=1000.00 L=22.27 =1°16'34" C.Brg=N30°51'51"W C=22.27 R=470.00 L=19.16 =2°20'10" C.Brg=S23°46'15"E C=19.16 SEE SHEET 4 OF 4 SHEETS INSET B N89°59'46"W 1055.72 N00°30'21"E 342.97N00°02'45"E 320.33N00°30'21"E 674.84OFFICIAL PLAT RITTER MEADOWS FOURTH ADDITION EXHIBIT C Page 295 of 445 N78°47'40" E 53.83S00°30'21"W 342.97N89°59'52"W 1055.72 200TH STREET N89°57'15"W 454.48 S62°2 6' 1 4" W 7 6. 8 0 N89°59'45"W 42.11N00°00'15"E 201.95R =2 7 0 .0 0 L =1 3 0 .1 0 Δ =2 7 °3 6 '3 1" R =3 1 5 .0 0 L =1 5 1 .5 6 Δ =2 7 °3 4 '0 1 "R=60.00L=9 4 . 2 5 Δ = 90°00'00" N5 9 ° 5 4 ' 5 2 " W 1 5 7 . 6 0 N89°59'45"W 205.13 N74°00'1 9 " E 9 0 . 6 5 N63°0 5' 1 7" E 8 4. 0 0 N64°2 9' 1 8" E 6 6. 1 0 N89°57'15"W 442.50 N00°02'45"E 320.3368.4770.0063.4875.5970.0056.3742.11 74.45 70.00 75.00 70.00 70.00 70.00 99.48 85.0070.0070.0070.0070.0077.50 56.11 20.69 31.48 11.98 30.00 30.0060.0010.63 30.0030.00 60.00 L =9 3 .4 1 Δ =2 2 °18 '0 1"L=22.23=5°18 '30 " 2.35 L =7 2 .7 4 Δ =1 3 °5 3 '3 3 " L =7 1.8 2 Δ=13 °4 2 '5 8 "L=4 7.12Δ=9 0 ° 0 0'00" L=33.76Δ=21°29'37 " L = 5 3.21 Δ =3 3 °5 2'20"L=52.87Δ=33°39'38" L=1.53 =0°58'25" L =5 8 .2 9 Δ=11°4 3 '0 9 " L =7 4 .3 3 Δ =1 4 °5 6 '3 5 "L=4.50 =0°54'17" L =4 5 .7 5 Δ =7 °3 5 '5 2 "L =6 5 .2 4 Δ =1 0 °5 0 '0 2 " L =5 5 .0 1 Δ=9 °0 8 '0 7 " 99.4870.0070.0070.0075.0070.0071.2370.0070.0070.00130.00130.01 63.4970.0070.00139.4814 5 . 7 4 118.12 87.01 77.50 70.00 70.00 70.00 70.00 85.00 130.00130.33N00°02'45"E 130.00N00°02'45"E 130.00N00°02'45"E 130.00N00°02'45"E 130.00N00°02'45"E 130.00N22°15'17 "W 132 .46N27°33 '46 "W 130 .55N19°57'54"W 133 .80S09°07'52"E 136.10N00°00'15"E 130.00S55° 2 2' 1 2" W 1 6 8. 5 6 N89°59'45"W 131.80 N89°59'45"W 131.17 S89°59'45"E 130.00 S89°59'45"E 130.00 N00°00'15"E 226.01N00°00'15"E 201.65N00°00'15"E 165.15N00°00'15"E 138.50N00°02'45"E 130.00N00°02'45"E 130.11N00°02'45"E 130.16N00°02'45"E 130.21N00°02'45"E 130.26N89°59'45"W 130.56 S21°29'52"W 146.44N00°02'45"E 130.00N00°02'45"E 130.0580.4275.5970.0011.86OUTLOT A 16 15 13 11 12 10 14 13 12 11 10 9 8 7 6 9 8 7 6 5 4 3 2 1 12345 4 4 3 3 3 KEYSTONE AVENUERITTER MEADOWS FOURTH ADDITION OFFICIAL PLAT INSET A Page 296 of 445 S31°17'04"W37.08S00°30'21"W46.00N82°10'21"E 28.32 N6 1 ° 1 5 ' 2 5 " W 8 7 . 2 3 N02°07'59"W 4.00S83°51'05"W 6.89 N17°08'05"E 15.58 N18°51'24"W43.14N82°15'59"W 31.79 N72°05' 3 1 " E 39.11 S86°18'26"E 4.01 N09°55'44"E5.51N28°23'06"E16.01N36°27'04"E16.01N 4 4 ° 3 1 ' 0 1 " E 1 6 . 0 1 S65 ° 3 6 ' 3 9 " E 53. 7 8 N89°24'33"W 4.00 N34°22'26"W 7.05N22°37'50"W 5.25S36°31'15"W 4.41 N80°41'01"W 18.31 N73°23' 3 2 " E 60.00 S74°10'1 4 " W 8 7 . 8 6 S67°2 3' 5 0" W 60.00 R=470.00 L=19.16 =2°20'10" C.Brg=S23°46'15"E C=19.16 N24°56'20"W 8.54 30.00 30.00 N17°12'53" W 3.2230.00 30.00N00°30'21"E 674.84N85°26'14"E 182.34 R =180.0 0 L = 3 0 4. 8 1 Δ=9 7 °01'30"S02°27'44"W 179.44S88°22'51"E 241.65 N53°5 3' 2 6" E 1 1 2. 35 R =1 8 3 .5 0 L =5 1 0 .2 7 Δ =1 5 9 °1 9 '4 1 "C .B rg =S 5 9 °5 2 '1 0 "W C =3 6 1 .0 4 N78°03'17 " E 50.02 R=580.00L=270.24Δ=26°41'43"C.Brg=S18°09'17"EC=267.80R=1000.00 L=22.27 =1°16'34" C.Brg=N30°51'51"W C=22.27 N54° 1 6' 5 6" E 5 1 8. 1 7 N89°29'39"W 256.89 S89°23'48"W 267.44R=260.00 L=42.64 =9°23'46" C.Brg=N11°54'35"W C=42.59S00°17'33"W 309.94N66°1 6' 0 2" E 7 2. 7 1 N89°21'17"E 56.55 N14°18'52"W 94.50N08°30'41"E54.41S21°46'55 "E60.00S38°24'22"W60.00N29°42 '27 "W60.00N30°17'33"E60.00R=230.00L=94.96Δ=23°39'20"R=170.00L=120.33Δ=40°33'21" R =3 3 0 .0 0 L =19 9 .7 0 Δ=3 4 °4 0'2 3 " R =3 0 0 .0 0 L =399.36Δ =76°16'23"C .B rg =N 5 1°13'05"E C =370.52R=500.00L=72.33Δ=8°17'17"L=89.40Δ=30°07'51" L=30.93 =10°25'30" L =7 1.5 7 Δ =13 °4 0 '0 9 "L=327.79Δ=62°36'14"L =82.57Δ=23°39'20"L=98.78Δ=21°46'07" L =1 8 1.5 5 Δ =3 4 °4 0 '2 3 " L=50.5 5 Δ=11°35'0 8 " R=220.0 0 L=44.4 9 Δ=11°35 '0 8 "L=141.57Δ=40°33'21" L =2 17 .8 6 Δ=3 4°4 0 '2 3 " L=38.4 2 Δ=11°35 '0 8 " L =4 8 .6 9 Δ=8 °2 7 '12 "L=335.53Δ=58°15'24"L =3 59.43Δ =76°16'23"R =6 0 .0 0 L =3 13 .9 6 Δ=299°4 8'4 3 "C .B rg =N 8 1°4 1'16"W C =6 0.1 7 R =6 0 .0 0 L =3 14 .16 Δ=300°00'0 0 "C .B rg =N 8 9 °4 2 '2 7"W C=60.0 0 L=46.77Δ=19°08'30"S89°29'39"E 95.00 N89°29'39"W 95.00 N89°29'39"W 95.00 S89°29'39"E 95.00 S89°29'39"E 95.00 N89°29'39"W 95.00 N89°29'39"W 95.00 S89°29'39"E 95.00 N89°29'39"W 95.00 N89°29'39"W 95.00 S89°29'39"E 95.00 S89°29'39"E 95.00 N89°42'27"W 95.00 S89°42'27"E 95.00 N89°42'27"W 95.00 S89°42'27"E 95.00 N89°42'27"W 95.00 S89°42'27"E 95.00 S89°42'27"E 95.00 N89°42'27"W 95.00 S69° 5 6 ' 0 4 " E 9 5 . 0 0 N69° 5 6 ' 0 4 " W 9 3 . 4 8S3 6 ° 3 0 ' 3 7 "E 9 3 . 4 7 N3 6 ° 3 0 ' 3 7 "W 9 5 . 0 0 N11°14'43"E 95.00S11°14'43"W 93.43N44°41'58"E 93.44S44°41'58"W 93.60 N77°47'22 " E 9 3 . 4 4 S77°47'22 " W 9 5 . 0 0 S89°42'27"E 95.00 N89°42'27"W 95.00 S89°42'27"E 95.00 N89°42'27"W 95.00 S89°42'27"E 95.00 N89°42'27"W 95.00 S89°42'27"E 95.00 N89°42'27"W 95.00 S89°42'27"E 95.00 N89°42'27"W 95.00 S89°42'27"E 95.00 N89°42'27"W 95.00 N00°49'03"W 95.00S00°49'03"E 95.00N00°49'03"W 95.00S00°49'03"E 95.00N00°49'03"W 95.00S00°49'03"E 95.00N00°38'43"W 95.00S00°38'43"E 95.00N00°38'43"W 95.00S00°38'43"E 95.00N20°25'39"W 95 .00S20°25'39 "E 94 .17S3 8 ° 4 0 ' 2 8 "E 9 5 . 0 0N3 8 ° 4 0 ' 2 8 "W 9 5 . 0 0 S 5 1 ° 0 7 ' 1 0 " E 9 5 . 0 0 N 5 1 ° 0 7 ' 1 0 " W 9 5 . 0 0 S 5 1 ° 0 7 ' 1 0 " E 9 5 . 0 0 N 5 1 ° 0 7 ' 1 0 " W 9 5 . 0 0 S 5 1 ° 0 7 ' 1 0 " E 9 5 . 0 0 N 5 1 ° 0 7 ' 1 0 " W 9 5 . 0 0 N 4 5 ° 5 4 ' 5 0 "W 9 5 . 0 0 S 4 5 ° 5 4 ' 5 0 " E 9 3 . 4 4 N12°28'21"W 93.44S12°28'21"E 93.44N20°58'08"E 93.44S20°58'08"W 93.44N54° 2 4' 3 8" E 9 3. 4 4 S54° 2 4' 3 8" W 9 3. 4 4 N87°51'07"E 93.44 S87°51'07"W 95.00 S66 ° 3 2 ' 4 8 " E 9 5 . 0 0 N66 ° 3 2 ' 4 8 " W 9 5 . 0 0 N66 ° 3 2 ' 4 8 " W 9 5 . 0 0 S66 ° 3 2 ' 4 8 " E 9 5 . 0 0 N6 5 ° 3 8 ' 5 3 " W 9 5 . 0 0 S65 ° 3 8 ' 5 3 " E 9 5 . 0 0 N5 7 ° 3 4 ' 5 5 " W 9 5 . 0 0 S5 7 ° 3 4 ' 5 5 " E 9 5 . 0 0 N 4 9 ° 3 0 ' 5 7 "W 9 5 . 0 0 S 4 9 ° 3 0 ' 5 7 " E 9 5 . 0 0N4 1 ° 2 7 ' 0 0 "W 9 5 . 0 0 S 4 1 ° 2 7 ' 0 0 " E 9 5 . 0 0N33°23 '02 "W 95 .00S33°23 '02 "E 95 .00N25°19 '05 "W 95 .00S25°19 '05 "E 95 .00N00°10'49"E 95.00S00°10'49"W 95.00N00°10'49"E 95.00S00°10'49"W 95.00N00°10'49"E 95.00S00°10'49"W 95.00N00°10'49"E 95.00S00°10'49"W 95.00N07°31'03"W 95.00S07°31'03"E 95.00N14°10'24"W 95.00S14°10'24"E 95.00S00°30'21"W46.00N00°30'21"E46.00N00°30'21"E46.00N00°30'21"E46.00S00°30'21"W46.00N00°30'21"E46.00S00°30'21"W46.00N00°30'21"E46.00S00°30'21"W46.00N00°30'21"E46.00S00°30'21"W46.00N00°17'33"E46.00S00°17'33"W46.00N00°17'33"E46.00S00°17'33"W46.00N00°17'33"E46.00S00°17'33"W46.00S00°17'33"W46.00N00°17'33"E46.00S20°03'56"W46.00N20°03'56"E45.52N53° 2 9' 23" E 45.5 6 S53° 2 9' 23" W 46.0 0 N78°45'1 7 " W 45.53 S78°45'1 7 " E 46.00 S 4 5 ° 1 8 ' 0 2 " E 4 6 . 0 0 N 4 5 ° 1 8 ' 0 2 "W 4 4 . 8 2 N12°12'38"W45.83S12°12'38"E46.00N00°17'33"E46.00S00°17'33"W46.00N00°17'33"E46.00S00°17'33"W46.00N00°17'33"E46.00S00°17'33"W46.00N00°17'33"E46.00S00°17'33"W46.00N00°17'33"E46.00S00°17'33"W46.00N00°17'33"E46.00S00°17'33"W46.00S89°10'57"W 46.00 N89°10'57"E 46.00 N89°10'57"E 46.00 S89°10'57"W 46.00 S89°10'57"W 46.00 N89°10'57"E 46.00 N89°21'17"E 46.00 S89°21'17"W 46.00 S89°21'17"W 46.00 N89°21'17"E 46.00 N69°34' 2 1 " E 45.73 S69°34' 2 1 " W 46.00 S51°19'32" W 46.00N51°19'32" E 46.00N38°52'50"E46.00S38°52'50"W 46.00N38°52'50"E46.00S38°52'50"W 46.00N38°52'50"E46.00S38°52'50"W46.00N44°05'10"E46.00S44°05'10"W 45.53S77°31'39 " W 45.06 N77°31'39 " E 46.00 N69 ° 0 1 ' 5 2 " W 45.0 6 S69° 0 1 ' 5 2 " E 46.0 0 N35 ° 35 ' 2 2 "W 4 5 . 0 6 S3 5 ° 3 5 ' 2 2 "E 4 6 . 0 0 N02°08'53"W45.53S02°08'53"E46.00N23°27'12"E46.00S23°27'12"W46.00S23°27'12"W46.00N23°27'12"E46.00S24°21'07"W46.00N24°21'07"E46.00S32°25'05"W46.00N32°25'05"E46.00S40°29'03"W 46.00N40°29'03"E46.00N48°33'00"E46.00S48°33'00"W 46.00S56° 3 6' 5 8" W 46.0 0 N56° 3 6' 5 8" E 46.0 0 N64°4 0' 5 5" E 46.00 S64°4 0' 5 5" W 46.00 S89°49'11"E 46.00 N89°49'11"W 46.00 N89°49'11"W 46.00 S89°49'11"E 46.00 S89°49'11"E 46.00 N89°49'11"W 46.00 N89°49'11"W 46.00 S89°49'11"E 46.00 N82°28'57"E 46.00 S82°28'57"W 46.00 N75°49'3 6 " E 46.00 S75°49'3 6 " W 46.00 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 65432 1 44 43 42 41 40 39 38 37 36 35 45 45 45 7 1 1 1 2N05°51'46"W4.02N03°45'46"E3.95N00°17'33"E4.00S65°03'19"E 3.75 N77°25'26"E 18.62 N71°45'55"W 26.23 N62°23'37"E 5.09 N11°20'26"E4.08N00°17'33"E4.00N00°17'33"E 4.00N00°17'33"E 4.00S72°31'57"W 15.75 S37°36'29"E 6.68 S36°45'33"E 7.25 N59°22'33"E 4.62 N74°51'3 2 " E 32.45 N 4 5 ° 5 9 ' 0 1 "W 4 4 . 6 9 N14°08'07"E42.40S84°44'54"E 12.81 S81°36'20"W 1 1 2 . 1 5 S66°51'17" W 23.72N5 2 ° 3 4 ' 5 9 "E 1 6 . 0 1 N60°38 '58 "E 16 .01N75°39'05"W16.72N47°00'53"W5.92N71°01'41"W12.49N77°15'35"W18.56N52°36'04"W 1.59 S27°48'37"W 1.63 S71°35'42"W 1.57 S29°11'36"E 1.63 S04°14'54"W 1.63 S37°41'23"W 1.63 S71°07'52"W 1.63 43.17 35.59 56.55 56.43257.98257.9865.8665.86L=76.67Δ=8°17'17"L=67.99Δ=8°17'17"KERK H O V E N W A Y KERKHOV E N W A YKEYSTONE COURTKEYSTONEAVENUEKETTLEPASSN89°10'57"E 46.00 N00°49'03"W95.0023 45 1 N69°34' 2 1 " E 4 5 . 7 3 S51°19'32" W 46.00S3 8 ° 4 0 ' 2 8 "E 9 5 . 0 0 0 . 5 5 0 . 8 7 9 3 . 5 8 1 17 18 45 45S89°29'39"E 95.00S00°30'21"W46.0044 45 1 RITTER MEADOWS FOURTH ADDITION OFFICIAL PLAT INSET B DETAIL A DETAIL B DETAIL C Page 297 of 445 City of Lakeville Public Works – Engineering Division Memorandum To: Kris Jenson, Planning Manager From: Michael Kutz, Civil Engineer McKenzie L. Cafferty, Environmental Resources Manager Joe Masiarchin, Parks and Recreation Director Copy: Zach Johnson, City Engineer Julie Stahl, Finance Director Tina Goodroad, Community Development Director Dave Mathews, Building Official Date: June 4, 2025 Subject: Ritter Meadows Fourth Addition • Final Plat • Preliminary and Final Utility Plan • Preliminary and Final Grading and Erosion Control Plan • Preliminary and Final Tree Preservation BACKGROUND TCLD LF3 Ritter, LLC (Twin Cities Land Development) and DPS-Lakeville, LLC submitted a revised preliminary plat and final plat named Ritter Meadows Fourth Addition. This is the fourth final plat of the Ritter Meadows preliminary plat approved by the City Council on January 16, 2024 and subsequently revised and approved by the City Council on September 16, 2024. The proposed subdivision is located north of 205th Street and west of Interstate 35. The parcels are zoned RST-2 (Single and Two-Family Residential District). The final plat consists of 29 single family lots, 50 detached townhome lots, two common area lots, and one outlot on 21.55 acres. The outlot created with the final plat has the following use: Outlot A: Future Development; retained by TCLD LF3 Ritter, LLC (0.2 acres) The development will be completed by: Page 298 of 445 RITTER MEADOWS FOURTH ADDITION – FINAL PLAT JUNE 4, 2025 PAGE 2 OF 9 Developer: TCLD LF3 Ritter, LLC (Twin Cities Land Development) Engineer/Surveyor: Alliant SITE CONDITIONS The Ritter Meadows site has been mass graded following approval of the preliminary plat and issuance of a grading permit. Construction of Ritter Meadows is active at the site. The site originally consisted of undeveloped agricultural land. Most of the site was previously mined and subsequently reclaimed. The northeast and northwest corners of the site appear to have been naturally preserved and contain woodlands. ENVIRONMENTAL ASSESSMENT WORKSHEET (EAW) An environmental assessment worksheet (EAW) was prepared consistent with Environmental Quality Board (EQB) requirements and Minnesota Rules 4410. The Developers addressed the comments identified in the EAW review process. A Negative Declaration on the EAW was adopted by the City Council on September 19, 2022. EASEMENTS The parent parcels contained a number of existing public and private easements. The existing public easements were vacated upon approval of the Ritter Meadows preliminary plat. Prior to recording of the final plat: • A temporary drainage and utility easement along the property lines of Outlot A shall be recorded that is 10-foot-wide on the east, north, and west perimeter and five-foot-wide on the south perimeter. STREET AND SUBDIVISION LAYOUT Interstate 35 Ritter Meadows Fourth Addition is located west of Interstate 35, a state highway classified as a principal arterial. No additional right-of-way is required, and no construction improvements are proposed with Ritter Meadows Fourth Addition. Keokuk Avenue Development of Ritter Meadows Fourth Addition includes the construction of Keokuk Avenue, a City roadway classified as a minor collector. The roadway is designed as a 36-foot-wide urban road within an 80-foot-wide right-of-way. The Developers have dedicated the necessary right- of-way with the final plat, Ritter Meadows. The Developer shall install a “Future Street Extension” sign and barricades at the north end of Keokuk Avenue. Page 299 of 445 RITTER MEADOWS FOURTH ADDITION – FINAL PLAT JUNE 4, 2025 PAGE 3 OF 9 Local Roads Development of Ritter Meadows Fourth Addition includes construction of 200th Street, Kerkhoven Way, Keystone Avenue, and Keystone Court, City roadways classified as local roads. The roadways are designed as 32-foot-wide urban roads with a sidewalk along one side, within a 60-foot-wide right-of-way. The Developers are dedicating the necessary right-of-way as shown on the final plat. Road connections to Kerkhoven Way from the stubs on Kettle Pass and Keystone Avenue that were completed with Ritter Meadows 2nd Addition, will be made with this addition. The Developer (TCLD LF3 Ritter, LLC) shall construct a temporary cul-de-sac at the north end of Keystone Avenue within public roadway, drainage and utility easements and provide a $5,000 security for the future removal. Future street extension signs and barricades must be installed at the end of 200th Street. CONSTRUCTION ACCESS Construction traffic access and egress for grading, utility and street construction shall be from Keokuk Avenue and minimize the amount of residential property frontage used for access. PARKS, TRAILS, AND SIDEWALKS Development of Ritter Meadows Fourth Addition includes the construction of public sidewalks. Five-foot-wide concrete sidewalks, with pedestrian curb ramps, will be installed along one side of all local streets. An eight-foot-wide bituminous trail will be constructed along the west side of Keokuk Avenue. The Developer is eligible for credit for the City’s 3/8ths share (excluding grading and restoration) of the trail improvements. A $6,273.00 credit will be applied to the Ritter Meadows Fourth Addition cash requirements. The Park Dedication requirement has not been collected on the parent parcels and will be satisfied through a cash contribution. The Park Dedication requirement will be collected with the final plat, calculated as follows: 79 units x $3,968.00 = $313,472.00 Total Units Ritter Meadows Fourth Add. 2025 Unit Rate Park Dedication Fee Ritter Meadows Fourth Addition UTILITIES SANITARY SEWER Ritter Meadows Fourth Addition is located within subdistricts SC-13300 and SC-13310 of the South Creek sanitary sewer district. Wastewater will be conveyed through City sanitary sewer to the MCES interceptor sewer monitored by meter M646. Wastewater treatment is provided by the Empire Wastewater Treatment Facility. Page 300 of 445 RITTER MEADOWS FOURTH ADDITION – FINAL PLAT JUNE 4, 2025 PAGE 4 OF 9 Development of Ritter Meadows Fourth Addition includes construction of public sanitary sewer. Sanitary sewer will extend within the subdivision from stubs located within Kettle Pass, Keokuk Avenue, and Keystone Avenue, to be constructed with Ritter Meadows. Sanitary sewer will also extend to the northern extents of the subdivision along Kettle Pass from a stub located within Keokuk Avenue and 200th Street. The Developer is eligible for credit for sanitary sewer improvements oversized to serve future development. A $25,122.08 credit will be applied to the Ritter Meadows 4th Addition cash requirement. The Sanitary Sewer Availability Charge has not been collected on the parent parcels and is required with the final plat. The fee is based on the rate in effect at the time of final plat approval, and calculated as follows: 79 units x $327.00 = $25,833.00 Total Units Ritter Meadows Fourth Addition 2025 Unit Rate Sanitary Sewer Availability Charge Ritter Meadows Fourth Addition WATERMAIN Development of Ritter Meadows Fourth Addition includes construction of public watermain. Watermain will extend within the subdivision from stubs located along Kettle Pass, Keokuk Avenue, and Keystone Avenue. The Developer is eligible for credit for watermain improvements oversized to serve future development. A $84,499.93 credit will be applied to the Ritter Meadows 4th Addition cash requirement. The Developer (TCLD LF3 Ritter, LLC) is eligible for reimbursement for the cost difference between installing a privately owned and maintained high-efficiency irrigation system and a standard system in Ritter Meadows. The reimbursement will include design costs, construction observation (at a rate of $6,000 per phase), and development of a maintenance manual (all to be completed by Water in Motion, Inc.) to be included in all future property management documents. The Developer and future property management association will be responsible for all future operation, maintenance, and upkeep of the irrigation system. ASSESSMENTS Parent parcel PID No. 22-02500-28-010 was previously assessed for lateral sanitary sewer and watermain installed with City Project 88-9. The assessment has been paid in full with the Ritter Meadows final plat. Parent parcel PID No. 22-02500-29-010 was previously assessed for lateral sanitary sewer and watermain installed with City Project 88-9. The assessment has been paid in full with the Ritter Meadows final plat. Page 301 of 445 RITTER MEADOWS FOURTH ADDITION – FINAL PLAT JUNE 4, 2025 PAGE 5 OF 9 Parent parcel PID No. 22-02600-04-010 was previously assessed for lateral sanitary sewer and watermain installed with City Project 88-9. The assessment is paid in full. DRAINAGE AND GRADING Ritter Meadows Fourth Addition is located within subdistricts ML-061 and ML-065-19-1 of the Marion Lake stormwater district. Development of Ritter Meadows Fourth Addition does not include construction of a stormwater basin. Public storm sewer will outlet to a stormwater basin constructed with Ritter Meadows grading permit issuance. The basin will be in Outlot B, Ritter Meadows final plat and provide treatment and rate control of stormwater runoff generated from the site. The stormwater management design is consistent with the City’s stormwater management ordinance. The final grading plan shall identify all fill lots in which building footings will be placed on fill material. The grading specifications shall also indicate that all embankments meet FHA/HUD 79G specifications. The Developer shall certify to the City that all lots with footings placed on fill material are appropriately constructed. Building permits will not be issued until a soils report and an as-built certified grading plan are submitted and approved by City staff. Ritter Meadows Fourth 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. STORM SEWER Development of Ritter Meadows Fourth Addition includes construction of public storm sewer systems. Storm sewer will be constructed within the subdivision to collect and convey stormwater runoff generated from within the public right-of-way and lots to a public stormwater management basin located with Outlot C, Ritter Meadows. Draintile construction is required in areas of non-granular soils within Ritter Meadows for the street subgrade and lots. Any additional draintile construction, including perimeter draintile required for building footings, deemed necessary during construction by the City shall be the Developer’s responsibility to install and finance. The Storm Sewer Charge has not been collected on the parent parcels and will be collected with the final plat, calculated as follows: Page 302 of 445 RITTER MEADOWS FOURTH ADDITION – FINAL PLAT JUNE 4, 2025 PAGE 6 OF 9 Storm Sewer Charge Summary Gross Area of Ritter Meadows Fourth Add. 939,154 s.f. Less Area of Outlot A (Future Development) (-) 8712 s.f. Total Storm Sewer Charge Area 930,442 s.f. 930,442 s.f. x $0.178/s.f. = $165,618.68 Net Area Ritter Meadows Fourth Addition 2025 Unit Rate Storm Sewer Charge Ritter Meadows Fourth Addition Final locations and sizes of all storm sewer facilities will be reviewed by City staff with the final construction plans. FEMA FLOODPLAIN ANALYSIS Ritter Meadows Fourth Addition is shown on the Flood Insurance Rate Map (Map Nos. 27037C0191E and 27037C0193E; 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. WETLANDS A wetland delineation of the site was approved on December 10, 2021. No wetland impacts are proposed with Ritter Meadows Fourth Addition. TREE PRESERVATION The tree preservation/inventory plan submitted with the Ritter Meadows preliminary plat identifies approximately 812 existing significant trees located within the preliminary plat boundaries. All “save” trees that are damaged or removed will require replacement at a ratio of 2:1. Significant trees, as identified in the Tree Preservation ordinance (10-4-11), shall be protected and preserved through termination of all grading and construction activities. The final plat is consistent with the approved preliminary plat tree preservation plan. EROSION CONTROL The Developer (TCLD LF3 Ritter, LLC) is responsible for obtaining a MPCA Construction Permit and updating the SWPPP, including changes during construction, for the duration of the project. The permit requires that all erosion and sediment BMPs be clearly outlined in the project SWPPP. Page 303 of 445 RITTER MEADOWS FOURTH ADDITION – FINAL PLAT JUNE 4, 2025 PAGE 7 OF 9 The Developer (TCLD LF3 Ritter, LLC) is responsible for the establishment of native vegetation around all stormwater management basins within the buffer areas. Redundant silt fence is required along all waterways that do not have an established 50-foot buffer. Additional erosion control measures may be required during construction as deemed necessary by City staff. Any additional measures shall be installed and maintained by the Developers. The MS4 Administration Fee for Ritter Meadows Fourth Addition has been collected with the Ritter Meadows final plat. SECURITIES The Developers shall provide a Letter of Credit as security for the Developer-installed improvements relating to Ritter Meadows Fourth Addition. Construction costs are based upon estimates submitted by the Developer’s engineer on May 30, 2025. CONSTRUCTION COSTS Sanitary Sewer $ 385,851.14 Watermain 555,485.95 Storm Sewer 379,963.78 Street Construction Grading, Erosion Control, and Vegetation Establishment 706,869.40 20,000 SUBTOTAL - CONSTRUCTION COSTS $ 2,048,170.27 OTHER COSTS Developer’s Design (3.0%) $ 61,445.11 Developer’s Construction Survey (2.5%) 51,204.26 City’s Legal Expense (0.5%) 10,240.85 City Construction Observation (5.0%) 102,408.51 Developer’s Record Drawing (0.5%) 10,240.85 Temporary Cul-De-Sac Removal/Restoration 5,000.00 Landscaping 133,267.50 Streetlights 13,400.00 Lot Corners/Iron Monuments 8,000.00 SUBTOTAL - OTHER COSTS $ 395,207.08 TOTAL PROJECT SECURITY $ 2,443,377.35 The street light security totals $13,800.00 which consists of one (1) mast-arm streetlights at $1,400 each and ten (10) post-top streetlights at $1,200 each. The Developers 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 Page 304 of 445 RITTER MEADOWS FOURTH ADDITION – FINAL PLAT JUNE 4, 2025 PAGE 8 OF 9 $8,000.00. 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. CASH FEES A cash fee of $4,650.00 for traffic control signs shall be paid with the final plat. If traffic control signs are installed in frost conditions, the Developer shall pay an additional $150.00 for each traffic control sign location. A cash fee for one-year of streetlight operating expenses shall be paid with the final plat and is calculated as follows: 79 units x $40.48/unit = $3,197.92 Total Units Ritter Meadows Fourth Addition 2025 Rate Streetlight Operating Fee Ritter Meadows Fourth Addition A cash fee for one-year of environmental resources management expenses shall be paid with the final plat and is calculated as follows: 79 units x $61.52/unit x 1.00 = $4,860.08 Total Units Ritter Meadows Fourth Add. 2025 Rate Utility Factor Environmental Resources Fee Ritter Meadows Fourth Addition 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: 80 lots x $90.00/unit = $7,200.00 Lots/Outlots Ritter Meadows Fourth Addition 2025 Rate Property Data & Asset/Infrastructure Mgmt. Fee Ritter Meadows Fourth 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. The Developer shall pay a cash fee for City Engineering Administration. The fee for City Engineering Administration is based on three percent (3.00%) of the estimated construction cost, or $61,445.11. CASH REQUIREMENTS Park Dedication $ 313,472.00 Sanitary Sewer Availability Charge 25,833.00 Storm Sewer Charge 165,618.68 Traffic Control Signs 4,650.00 Page 305 of 445 RITTER MEADOWS FOURTH ADDITION – FINAL PLAT JUNE 4, 2025 PAGE 9 OF 9 Streetlight Operating Fee 3,197.92 Environmental Resources Management Fee 4,860.08 Property Data and Asset/Infrastructure Management Fee 7,200.00 City Engineering Administration (3.00%) 61,445.11 TOTAL CASH REQUIREMENTS $ 586,276.79 CREDITS TO CASH REQUIREMENTS Sanitary Sewer Oversize Credit (Sanitary Sewer Fund) $25,122.08 Watermain Oversize Credit (Water Fund) Trail Improvements (Park Dedication Fund) 84,499.93 6,273.00 SUBTOTAL - CREDITS TO THE CASH REQUIREMENTS $ 115,895.01 TOTAL CASH REQUIREMENTS $ 470,381.78 RECOMMENDATION Engineering recommends approval of the final plat, grading and erosion control plan, tree preservation, and utility plan for Ritter Meadows Fourth Addition, subject to the requirements and stipulations within this report. Page 306 of 445 Date: 7/7/2025 Ritter Meadows Second Addition Encroachment Agreements Proposed Action Staff recommends adoption of the following motion: Move to approve 1) an encroachment agreement for the placement of a monument sign within a public drainage and utility easement, and 2) an encroachment agreement for the placement of a retaining wall within a public drainage and utility easement. Overview TCLD LF3 RITTER, LLC representatives have requested approval of an encroachment agreement to allow the placement of a monument sign and a retaining wall within a public drainage and utility easement. Both items are proposed to be located on Lot 56, Block 1, Ritter Meadows Second Addition, which is a common area lot for the attached townhomes under construction. The proposed sign and landscaping location is at the northwest corner of the Keokuk Avenue and 205th Street intersection. The proposed retaining wall is along the east side of Keystone Avenue, just north of 205th Street. Engineering staff reviewed these requests and determined that the placement of the sign and retaining wall would not cause conflict with drainage or utilities in the area. TCLD LF3 RITTER, LLC has signed the agreements, which are attached to this memo. A sign permit must be issued prior to the installation of the sign. Supporting Information 1. Signed Encroachment Agreement for monument sign 2. Signed Encroachment Agreement for retaining wall Financial Impact: $0 Budgeted: No Source: Envision Lakeville Community Values: A Home for All Ages and Stages of Life Report Completed by: Kris Jenson, Planning Manager Page 307 of 445 Page 308 of 445 Page 309 of 445 Page 310 of 445 Page 311 of 445 Page 312 of 445 Page 313 of 445 Page 314 of 445 Page 315 of 445 Page 316 of 445 Page 317 of 445 Page 318 of 445 Date: 7/7/2025 Sundance Lakeville Second Addition Agreement Amendments Proposed Action Staff recommends adoption of the following motion: Move to approve 1) an amendment to the Stormwater Maintenance Agreement, and 2) the First Amendment to Private Roadway, Stormwater Retention, and Utility Easement Agreement. Overview The owners and developers of the Sundance Lakeville Second Addition development have requested amendments to the Stormwater Maintenance Agreement and the Private Roadway, Stormwater Retention, and Utility Easement Agreement. The Sundance Lakeville Second Addition plat is planned to be recorded later this month and construction to begin shortly thereafter. These amendments add the extended private road and utilities to the west as well as additional stormwater ponds to be covered by the agreements. The documents are attached to this memo. The Stormwater Maintenance Agreement will be executed by the property owner on Monday and the document delivered to City Hall prior to the City Council meeting; the property owner has indicated his approval of the agreement, but is out of town and unable to execute the document. Supporting Information 1. Stormwater Maintenance Agreement 2. Signed First Amendment to Private Roadway, Stormwater Retention and Utility Easement Agreement Financial Impact: $0 Budgeted: No Source: Envision Lakeville Community Values: A Home for All Ages and Stages of Life Report Completed by: Kris Jenson, Planning Manager Page 319 of 445 1 232582v10 STORMWATER MAINTENANCE AGREEMENT/ BEST MANAGEMENT PRACTICE FACILITIES AND LICENSE AGREEMENT THIS AGREEMENT is made and entered into as of the ______ day of _____________, 2025, by and between RND LAKEVILLE, LLC, a Minnesota limited liability company (the “Owner”) and the CITY OF LAKEVILLE, a Minnesota municipal corporation (the “City”). A. The Owner and/or affiliate of Owner is the owner of certain real property located in Dakota County, Minnesota legally described in Exhibit A attached hereto ("Property"); and B. The Owner is proceeding to build on and develop the Property, and has requested City approval of the final plat (“Plat Approval”) and site plan for the proposed development of the Sundance Lakeville Second Addition plat; and C. The final plans for Sundance Lakeville Second Addition, hereinafter called the "Plans", submitted in support of the Plat Approval, which are expressly made a part hereof, as approved or to be approved by the City, provides for detention/retention of stormwater within the confines of the Property; and D. The City and the Owner agree that the health, safety, and welfare of the residents of the City of Lakeville, Minnesota, require that on-site stormwater management/BMP facilities be constructed and maintained on the Property; and E. The City requires that on-site stormwater management/BMP facilities (“Stormwater Facilities”) as shown on the Plans be constructed and adequately maintained by the Owner as a condition of final site plan approval of the Property; and F. As a condition of final plat approval the Owner is required to enter into this Agreement and grant to the City an easement for access, drainage and utility over a portion of the Page 320 of 445 2 232582v10 Property (the “Easement Areas”) legally described on Exhibit B attached hereto to comply with work required under the terms of this Agreement. G. The City and the Owner previously entered into a Stormwater Maintenance Agreement dated July 15, 2024, and filed of record on August 2, 2024 with the Dakota County Recorder as Document No. 3639760 for the Property (“Prior Agreement”). This Agreement is intended to amend and replace the Prior Agreement. NOW, THEREFORE, in consideration of mutual covenants of the parties set forth herein and other valuable consideration, the receipt and sufficiency of which are hereby acknowledged, the parties agree as follows: 1. Construction of Stormwater Improvements. Owner shall construct the Stormwater Facilities in accordance with the plans and specifications identified in the Plans. 2. Maintenance of Stormwater Improvements. A. The Owner shall adequately maintain the Stormwater Facilities in accordance with the Stormwater Maintenance Plan and the City engineering standards for stormwater treatment facilities attached hereto as Exhibit C. This includes all pipes, channels, and other conveyances built to convey stormwater to the facility, as well as all structures, improvements, and vegetation provided to control the quantity and quality of the stormwater. Adequate maintenance is herein defined as good working condition so that these facilities are performing their design functions. B. The Owner will perform the work necessary to keep these Stormwater Facilities in good working order as appropriate. In the event a maintenance schedule for the Stormwater Facilities (including sediment removal) is outlined on the approved plans, the schedule will be followed and comply with all federal, state, and local regulations relating to the disposal of material. 3. Inspection and Reporting. The Owner shall cause the Stormwater Facilities to be inspected and submit an inspection report annually and shall be responsible for the payment of any associated costs. The purpose of the inspection is to assure safe and proper functioning of the facilities. The inspection shall cover the entire facilities, berms, outlet structure, pond areas, access roads, buffers, etc. Deficiencies shall be noted in the inspection report. A storage treatment basin will be considered inadequate if it is not compliant with all requirements of the approved Plan and City engineering standards set forth in Exhibit C. 4. City Access and Maintenance Rights. A. The Owner hereby grants the City, its authorized agents and employees, a license to, upon reasonable advance notice to Owner, enter upon the Property and to inspect the stormwater management/BMP facilities whenever the City reasonably deems necessary. The City shall provide the Owner, its successors and assigns, copies of the inspection findings and a directive to commence with the repairs if necessary (“Inspection Report”). Page 321 of 445 3 232582v10 B. In the event the Owner, its successors and assigns, fails to maintain the Stormwater Facilities in good working condition in accordance with the terms of this Agreement and such failure continues for 60 days after the City gives the Owner written notice of such failure, the City may enter upon the Property and take whatever reasonable steps necessary, including excavation and the storage of materials and equipment, to correct deficiencies identified in the Inspection Report. The City's notice shall specifically state which maintenance tasks are to be performed. The City may charge the costs, including assessing the City’s costs to the Owner’s property taxes of such repairs, to the Owner, its successors and assigns. This provision shall not be construed to allow the City to erect any structure of permanent nature on the land of the Owner outside of the Easement Areas for the Stormwater Facilities. It is expressly understood and agreed that the City is under no obligation to routinely maintain or repair said Stormwater Facilities, and in no event shall this Agreement be construed to impose any such obligation on the City. In addition, Owner agrees that it is, and will be, solely responsible to address complaints and legal claims brought by any third party with regard to the maintenance and operation and the consequences there from the Stormwater Facilities. The Owner expressly agrees to defend and hold the City harmless from any such third-party claim. 5. Grant of Easement. Owner hereby grants to the City, its successors and assigns, a permanent non-exclusive easement for the purpose of accessing and maintaining the Stormwater Facilities pursuant to the terms of this Agreement over, on, across, under and through the Easement Areas. The easement shall include the rights, but not the obligation, of the City, its contractors, agents, servants, and assigns, to enter upon the Easement Areas to construct, reconstruct, inspect, repair, and maintain said private Stormwater Facilities together with the right to grade, level, fill, drain, and excavate the Easement Areas, and the further right to remove trees, bushes, undergrowth, and other obstructions interfering with the location, construction, and maintenance of said private Stormwater Facilities systems. 6. Reimbursement of Costs. The Owner agrees to reimburse the City for all costs incurred by the City in the enforcement of this Agreement, or any portion thereof, including court costs and reasonable attorneys' fees. 7. Indemnification. The Owner hereby agrees to indemnify and hold harmless the City and its agents and employees against any and all claims, demands, losses, damages, and expenses (including reasonable attorneys' fees) arising out of or resulting from the Owner or the Owner’s agents or employee's negligent or intentional acts, or any violation of any safety law, regulation or code in the performance of this Agreement, without regard to any inspection or review made or not made by the City, its agents or employees or failure by the City, its agents or employees to take any other prudent precautions. In the event the City, upon the failure of the Owner to comply with any conditions of this Agreement, performs said conditions pursuant to its authority in this Agreement, the Owner shall indemnify and hold harmless the City, its employees, agents and representatives for any loss, cost or claim incurred by the City in the City’s performance of the Owner’s required work under this Agreement, but this indemnification shall not extend to willful or grossly negligent acts of the City or its agents and employees. 8. Notice. All notices required under this Agreement shall either be personally delivered or be sent by certified or registered mail and addressed as follows: Page 322 of 445 4 232582v10 To the Owner: RND Lakeville, LLC 5105 Vernon Avenue S Edina, Minnesota 55436 To the City: City of Lakeville 20195 Holyoke Avenue Lakeville, Minnesota 55044 Attn: City Administrator or to such other party at such other address as such party, by ten (10) days prior written notice given as provided, shall designate. All notices given hereunder shall be deemed given when personally delivered or two business days after being placed in the mail properly addressed as provided herein. 9. Successors/Covenants Run with Property. All duties and obligations of Owner under this Agreement shall also be duties and obligations of Owner’s successors and assigns. The terms and conditions of this Agreement shall run with the Property. 10. Effect of Prior Agreement. This Agreement hereby amends and replaces the Prior Agreement and the Prior Agreement shall be of no further force or effect. [Remainder of page intentionally left blank.] [Signature pages to follow.] Page 323 of 445 5 232582v10 PROPERTY OWNER: RND LAKEVILLE, LLC By: _________________________ [print name] Its _____________________ [title] STATE OF MINNESOTA ) )ss. COUNTY OF ____________ ) The foregoing instrument was acknowledged before me this _____ day of ____________, 2025, by ____________________________, the _____________________________________ of RND LAKEVILLE, LLC, a Minnesota limited liability company, on behalf of said entity. Notary Public Page 324 of 445 6 232582v10 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 ______________, 2025, 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 THIS INSTRUMENT WAS DRAFTED BY: CAMPBELL KNUTSON Professional Association Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 AMP/smt Page 325 of 445 7 232582v10 EXHIBIT A TO STORMWATER MAINTENANCE AGREEMENT Legal Description of the Owner Property Lot 1, Block 1, Sundance Lakeville Second Addition, Dakota County, Minnesota, according to the recorded plat thereof. Page 326 of 445 8 232582v10 EXHIBIT B Page 1 TO STORMWATER MAINTENANCE AGREEMENT Legal description of the Easement An easement for storm water retention pond purposes over, under, and across that part of Lot 1, Block 1, SUNDANCE LAKEVILLE SECOND ADDITION, according to the recorded plat thereof, Dakota County, Minnesota, described as follows: Beginning at the southwest corner of said Lot 1; thence South 88 degrees 40 minutes 52 seconds East, assumed bearing along the south line of said Lot 1 a distance of 103.11 feet; thence North 34 degrees 44 minutes 33 seconds West, 65.97 feet; thence North 00 degrees 08 minutes 58 seconds West, 82.21 feet; thence South 89 degrees 13 minutes 06 seconds West 70.39 feet to the west line of said Lot 1; thence South 01 degrees 30 minutes 01 seconds West, along said west line 41.52 feet; thence South 02 degrees 39 minutes 36 seconds East, along said west line 72.72 feet; thence South 08 degrees 29 minutes 31 seconds East, along said west line 19.15 feet to the point of beginning. And An easement for storm water retention pond purposes over, under, and across that part of Lot 1, Block 1, SUNDANCE LAKEVILLE SECOND ADDITION, according to the recorded plat thereof, Dakota County, Minnesota, described as follows: Commencing at the northeast corner of said Lot 1; thence South 00 degrees 39 minutes 19 seconds West, assumed bearing along the east line of said Lot 1, 507.71 feet to the most easterly southeast corner of said Lot 1; thence southwesterly 16.13 feet along the southeasterly line of said Lot 1, along a non-tangential curve concave to the southeast, having a radius of 390.00 feet, a central angle of 02 degrees 22 minutes 13 seconds, and a chord bearing of South 41 degrees 57 minutes 34 seconds West; thence North 49 degrees 13 minutes 36 seconds West, along said southeasterly line, 20.00 feet to the point of beginning; thence southwesterly 78.68 feet along said southeasterly line, along a non-tangential curve concave to the southeast, having a radius of 410.00 feet, a central angle of 10 degrees 59 minutes 43 seconds, and a chord bearing of South 35 degrees 16 minutes 36 seconds West; thence westerly 96.00 feet, along a non-tangential curve concave to the south, having a radius of 436.50 feet, a central angle of 12 degrees 36 minutes 02 seconds, and a chord bearing North 73 degrees 55 minutes 55 seconds West; thence North 21 degrees 14 minutes 11 seconds East, 49.63 feet; thence North 89 degrees 55 minutes 54 seconds East, 119.44 feet; thence South 00 degrees 04 minutes 06 seconds East, 8.79 feet to the point of beginning. Page 327 of 445 9 232582v10 EXHIBIT B Page 2 TO STORMWATER MAINTENANCE AGREEMENT Page 328 of 445 10 232582v10 EXHIBIT B Page 3 TO STORMWATER MAINTENANCE AGREEMENT Page 329 of 445 11 232582v10 EXHIBIT C CITY OF LAKEVILLE ENGINEERING STANDARDS FOR STORM WATER TREATMENT FACILITIES [SUBJECT TO CLIENT REVIEW] Pond Maintenance Requirements 1. Annual inspection, maintenance reporting and certification by a professional engineer (Provided by Owner). Information must be submitted to the City annually. 2. Excavate pond to original design capacity when one half (1/2) of the wet volume of the pond is lost due to sediment deposition. 3. Remove floatable debris in and around the pond area including, but not limited to: oils, gases, debris and other pollutants. 4. Maintain landscape adjacent to the facility per original design, including but not limited to: maintenance of the buffer strip and other plant materials as per original plan design. 5. Maintenance of all erosion control measures including but not limited to: rip rap storm sewer outlets, catch basin inlets, etc. Infiltration/Rain Garden Maintenance Requirements 1. Inlet and Overflow Spillway – Remove any sediment build-up or blockage and correct any erosion. 2. Vegetation a. Maintain at least 80% surface area coverage of plants approved per plan. b. Removal of invasive plants and undesirable woody vegetation. c. Removal of dried, dead and diseased vegetation. d. Re-mulch void or disturbed/exposed areas. 3. Annual inspection and maintenance efforts must be documented and submitted to the City. Underground Infiltration System 1. Inspection of street or parking surface must be inspected for evidence of potholes, sinkholes, sediment build up, or surface ponding annually. 2. Annual inspections must be completed of pipe symmetry, pipe joint connections, and outlet structures to look for cracks, defects, misalignment, or seepage. 3. Inspection for accumulation of sediment must be done annually, maintenance should be performed when sediment accumulation occurs. 4. Visual inspection for trash and debris must be conducted monthly and following rain events of 1 inch or greater in 24 hours. 5. Inspections must be performed annually to look for oil accumulation in device or immediately after a spill occurs. Maintenance must be done when a layer of oil/gasoline develops on the surface. Page 330 of 445 12 232582v10 Environmental Manhole Maintenance Requirements 1. Annual inspections, maintenance reporting and certification must be completed by a professional engineer licensed in the State of Minnesota at Owner’s expense. Information must be submitted to the City annually. 2. Maintenance must be performed once the sediment or oil depth exceeds the established requirements recommended by the manufacturer. 3. Maintenance must occur immediately after a spill takes place. Appropriate regulatory agencies must also be notified in the event of a spill. 4. Disposal of materials shall be in accordance with local, state and federal requirements as applicable. Page 331 of 445 Page 332 of 445 Page 333 of 445 Page 334 of 445 Page 335 of 445 Page 336 of 445 Page 337 of 445 Page 338 of 445 Date: 7/7/2025 Proposal from Novak Companies LLC for Dakota Heights Park Hockey Rink Board Posts Proposed Action Staff recommends adoption of the following motion: Move to accept proposal from Novak Companies LLC for Dakota Heights Park Hockey Rink Board Posts. Overview The Dakota Heights Park hockey rink is over 30 years of age and has been budgeted to be reconstructed in 2025. The 2025 approved Park Improvement Fund includes $75,000 for rink reconstruction, which consists of items such as the rink board posts, sleeves, steel material, netting, lumber, and hardware. Staff have been working with Novak Companies, LLC to obtain necessary materials for the reconstruction. Staff will be completing this project inhouse and will be finished prior to the start of ice season this year. At this time, Staff is recommending the Mayor and City Council approve the purchase of materials from Novak Companies LLC in the amount of $28,002.66. Supporting Information 1. Novak Garage Proposal Financial Impact: $28,002.66 Budgeted: Yes Source: Park Improvement Fund Envision Lakeville Community Values: Access to a Multitude of Natural Amenities and Recreational Opportunities Report Completed by: Mark Kruse, Parks Superintendent Page 339 of 445 Estimate Date 6/27/2025 Estimate # 3836 Name / Address CITY OF LAKEVILLE 20195 HOLYOKE AVE. LAKEVILLE, MN 55044 NOVAK COMPANIES LLC. NOVAK'S GARAGE LLC STOCKER TREE SPADE 9756 W 50TH ST VESELI, MN 55046 Project Total Subtotal Sales Tax (0.0%) Description Qty Rate Total TAGGED: DAKOTA HEIGHTS-HOCKEY BOARD POSTS QTY.104) STANDARD BOARD SLEEVE-STRAIGHT SECTIONS QTY.20) STANDARD BOARD SLEEVE-CURVED SECTIONS QTY.1) BOARD SLEEVE AT GATE LEFT QTY.1) BOARD SLEEVE AT GATE RIGHT QTY.4) BOARD TRANSITION SLEEVE-STRAIGHT TO CURVED LEFT QTY.4) BOARD TRANSITION SLEEVE-STRAIGHT TO CURVED RIGHT ***REVISED TO 3'6" LONG PIPE SLEEVES & 3/16" PLATES PER PHONE CONVERSATION WITH MARK** 1 22,542.66 22,542.66 OPTION TO SANDBLAST & EPOXY PAINT 1 5,460.00 5,460.00 $28,002.66 $28,002.66 $0.00By: __________________________________ Luke M. Hellier, Mayor By: __________________________________ Ann Orlofsky, City Clerk Accepted Date: ________________________ Page 340 of 445 Date: 7/7/2025 Heritage Commons 10th Addition Preliminary Plat Proposed Action Staff recommends adoption of the following motion: Move to approve: 1) a resolution approving the Heritage Commons 10th Addition preliminary plat, 2) ordinance rezoning property from C-3, General Commercial District to PUD, Planned Unit Development, 3) Conditional Use Permit for two convenience restaurants, and 4) vacation of drainage and utility easements. Overview Representatives of HVP V Epic Heritage, LLC and SMNDT 1, LLC have submitted applications for a preliminary plat, rezoning/planned unit development amendment, conditional use permit, and vacation of easement for the development to be known as Heritage Commons 10th Addition. The property is located at the northeast corner of 202nd Street (CSAH 50) and Dodd Boulevard (CSAH 9). The requests include a preliminary plat of 3.74 acres for one commercial lot and two outlots, a planned unit development amendment to add 0.14 acres of land zoned C-3, General Commercial District into the Heritage Commons PUD, and a conditional use permit for two convenience restaurants. Chipotle and Starbucks are proposed on Lot 1 (1.38 acres). Outlot A (2.17 acres) is a future development parcel and Outlot B (0.03 acres) will be consolidated by an administrative subdivision with the property owned by Lake Marion Collision. The perimeter drainage and utility easements on the parent parcel are proposed to be vacated and then dedicated on the final plat. The property is zoned PUD, Planned Unit Development, with an underlying zoning of C-3, General Commercial District. The Planning Commission held a public hearing at their June 26, 2025 meeting. The applicants were present and there were no public comments. The Planning Commission unanimously recommended approval of the applications subject to 11 stipulations. Supporting Information 1. Ordinance Rezoning 2. Preliminary Plat & Vacation Resolutions 3. Conditional Use Permit and Findings 4. 06-26- 25 PC Recommendation 5. June 16, 2025 Planning & Engineering memos 6. Exhibits A-G 7. Exhibits H-K Page 341 of 445 Financial Impact: N/A Budgeted: No Source: Envision Lakeville Community Values: Diversified Economic Development Report Completed by: Heather Botten, Senior Planner Page 342 of 445 CITY OF LAKEVILLE DAKOTA COUNTY, MINNESOTA ORDINANCE NO. _____ AN ORDINANCE REZONING PROPERTY FROM C-3. GENERAL COMMERCIAL DISTRICT TO PUD, PLANNED UNIT DEVELOPMENT DISTRICT IN CONJUNCTION WITH THE HERITAGE COMMONS 10TH ADDITION PLAT THE CITY COUNCIL OF THE CITY OF LAKEVILLE ORDAINS: Section 1. Legal Description. The following described property located within the City of Lakeville, Dakota County, Minnesota is hereby rezoned from C-3, General Commercial District to PUD, Planned Unit Development District: (SEE ATTACHED EXHIBIT A) Section 2. PUD Flexibilities. The City of Lakeville has rezoned the above referenced property from C-3, General Commercial District to PUD, Planned Unit Development District. The Heritage Commons Planned Unit Development shall be subject to the requirements of the C-3 District except for the flexibilities approved with the Heritage Commons 10th Addition plat. This office for the purpose of indicating the rezoning hereinabove provided for in this Ordinance, and all of the notations, references and other information shown thereon are hereby incorporated by reference and made part of this Ordinance. Section 3. Zoning Map. The zoning map of the City of Lakeville, adopted by Section 11-45-5 of the City Code, shall not be republished to show the aforesaid rezoning, but the Zoning Administrator shall appropriately mark the zoning map on file in the Zoning Administrator’s office for the purpose of indicating the rezoning hereinabove provided for in this Ordinance, and all of the notations, references and other information shown thereon are hereby incorporated by reference and made part of this Ordinance. Section 4. Effective Date. This ordinance shall be effective upon its passage by the City Council and the recording of Heritage Commons 10th Addition final plat with Dakota County. Adopted by the Lakeville City Council this 7th day of July, 2025 CITY OF LAKEVILLE BY: _______________________ Page 343 of 445 Luke Hellier, Mayor ATTEST: ___________________________ Ann Orlofsky, City Clerk Page 344 of 445 EXHIBIT A LEGAL DESCRIPTION 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. Page 345 of 445 1 CITY OF LAKEVILLE DAKOTA COUNTY, MINNESOTA RESOLUTION NO. 25-____ RESOLUTION APPROVING THE PRELIMINARY PLAT OF HERITAGE COMMONS 10thADDITION WHEREAS, HVP V Epic Heritage, LLC requests approval of the preliminary plat to be known as HERITAGE COMMONS 10th ADDITION; and WHEREAS, the Planning Commission held a public hearing at its June 26, 2025 meeting, preceded by notice as required by the Subdivision Ordinance, and unanimously recommended approval; and WHEREAS, the preliminary plat meets Subdivision Ordinance requirements; and WHEREAS, the preliminary plat is acceptable to the City. NOW THEREFORE BE IT RESOLVED by the Lakeville City Council: The HERITAGE COMMONS 10thADDITION preliminary plat is approved subject to the following conditions: 1. Implementation of the recommendations listed in the June 16, 2025 engineering report and subsequent correspondence. 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 between the Developer and the City of Lakeville for the maintenance of the stormwater system located on Lot 1, Block 1, Heritage Commons 10th Addition. 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. Page 346 of 445 2 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 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. ADOPTED by the Lakeville City Council this 7th day of July 2025. CITY OF LAKEVILLE Luke M. Hellier, Mayor ATTEST: _______________________ Ann Orlofsky, City Clerk Page 347 of 445 1 (Reserved for Dakota County Recording Information) CITY OF LAKEVILLE DAKOTA COUNTY, MINNESOTA RESOLUTION NO. 25-_____ RESOLUTION VACATING A PUBLIC DRAINAGE AND UTILITY EASEMENT WHEREAS, the City Council has conducted a public hearing preceded by two (2) weeks published notice, to consider the vacation of the following described public drainage and utility easement; and WHEREAS, the City Council has determined that it is in the public interest to vacate said public drainage and utility easement. NOW, THEREFORE, BE IT RESOLVED by the Lakeville City Council: 1. The following public drainage and utility easement is hereby vacated: All public drainage and utility easements on Outlot A, Heritage Commons 6th Addition. 2. The City Clerk is directed to file a certified copy of this resolution with the Dakota County Recorder. ADOPTED by the Lakeville City Council this 26th day of June 2025. Page 348 of 445 2 CITY OF LAKEVILLE BY:________________________________ Luke M. Hellier, Mayor ATTEST: BY:___________________________ Ann Orlofsky, City Clerk STATE OF MINNESOTA ) ( CITY OF LAKEVILLE ) I hereby certify that the foregoing Resolution No. 25-___ 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 7th day of July 2025 as shown by the minutes of said meeting in my possession. __________________________ Ann Orlofsky, City Clerk (Seal) DRAFTED BY: City of Lakeville 20195 Holyoke Ave Lakeville, MN 55044 Page 349 of 445 1 (Reserved for Dakota County Recording Information) CITY OF LAKEVILLE DAKOTA COUNTY, MINNESOTA CONDITIONAL USE PERMIT NO. 25-_____ 1. Permit. Subject to the terms and conditions set forth herein, the City of Lakeville hereby approves a Conditional Use Permit for SMNDT 1, LLC to allow two convenience restaurants on property zoned PUD, Planned Unit Development 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: Lot 1, Block 1, Heritage Commons 10th Addition, according to the recorded plat thereof, Dakota County, Minnesota. 3. Conditions. This conditional use permit is issued subject to the following conditions: a. Implementation of the recommendations listed in the June 16, 2025 engineering report and subsequent correspondence. 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 between the Developer and the City of Lakeville for the maintenance of the stormwater system located on Lot 1, Block 1, Heritage Commons 10th Addition. d. The hours of operation shall be limited to five o’clock (5:00) A.M. to eleven o’clock (11:00) P.M. e. Any rooftop and/or ground-mounted mechanical equipment must be screened per Zoning Ordinance requirements. Page 350 of 445 2 f. The City Forester has reviewed and approved the 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. g. Exterior lighting shall be down-cast only and shall not glare onto road right-of-way. h. 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: July 7, 2025 CITY OF LAKEVILLE BY: _____________________________ Luke M. Hellier, Mayor SEAL BY: _____________________________ Ann Orlofsky, City Clerk STATE OF MINNESOTA ) ( COUNTY OF DAKOTA ) Page 351 of 445 3 The foregoing instrument was acknowledged before me this 7th day of July 2025 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 352 of 445 1 CITY OF LAKEVILLE DAKOTA COUNTY, MINNESOTA HERITAGE COMMONS 10TH ADDITION CONDITIONAL USE PERMIT FINDINGS OF FACT DECISION On June 26, 2025, the Lakeville Planning Commission met at its regularly scheduled meeting to consider the application of SMNDT 1, LLC for a conditional use permit to allow the construction of two convenience restaurants, on property currently zoned Planned Unit Development. 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 property is located in Comprehensive Planning District 1, which guides the property for Commercial. 2. The subject site is zoned PUD, Planned Unit Development. 3. Legal description of the property is: Lot 1, Block 1, Heritage Commons 10th Addition, Dakota County, Minnesota 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 convenience restaurants 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 353 of 445 2 Finding: The proposed convenience restaurants 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 amendment, 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 the 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 June 16, 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: July 7, 2025 CITY OF LAKEVILLE BY: ________________________ Luke M. Hellier, Mayor SEAL BY: ________________________ Ann Orlofsky, City Clerk Page 354 of 445 3. An agreement for shared driveway access and parking shall remain in full force and effect at all times between the lots in Crossroads East commercial development. 4. The fencing for the relief yard must be an opaque design and maintenance free material. 5. A sign permit is required prior to the installation of any signage. 6. Exterior lighting shall be down-cast only and shall not glare onto road right-of-way. 7. Snow storage shall not occur within required parking spaces. 8. Prior to City Council consideration, the landscape plan must be revised per the City Forester’s comments. The landscape plan shall be installed in accordance with the approved landscape plan. A $63,320 security shall be submitted to guarantee installation of the approved landscaping. Prior to a landscape inspection, an as-built landscape plan must be submitted to the city. Ayes: Zimmer, Einck, Swaney, Swenson, Tinsley, Traffas, Kaluza Nays: 0 9. Heritage Commons 10th Addition Chair Zimmer opened the public hearing to consider the applications of HVP V Epic Heritage, LLC and SMNPT 1, LLC for a preliminary plat of one lot and two outlot subdivision to be known as Heritage Commons 10th Addition; a conditional use permit for two convenience restaurants; a planned unit development amendment to add property to the Heritage Commons PUD; and the vacation of public drainage and utility easements. The property is located at the northeast corner of 202nd Street (CSAH 50) and Dodd Boulevard (CSAH 9). Paul Tucci with 2C Development introduced the project and noted that Bruce Tschida, owner of Lakeville Collision, was also present. Mr. Tucci requested support for the slight reduction in the number of parking spaces required to be provided Ms. Botten presented the staff report. The proposed development includes two convenience restaurants on a single parcel and adds 0.14 acres of land from the Lake Marion Collision property into the Heritage Commons PUD. The perimeter drainage and utility easements on the parent parcel are proposed to be vacated and then dedicated on the new plat. The proposed convenience restaurants require 51 parking spaces combined and the site plan proposes 49 parking spaces. The applicant is requesting flexibility from the minimum parking requirements due to the shared parking lot design and the complimentary peak hours of each restaurant. Community Development staff support this request. Access to the site will be from Heritage Drive and direct access to the site from 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. Page 355 of 445 Planning Commission Meeting Minutes, June 26, 2025 Page 2 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 6:37 p.m. Voice vote was taken on the motion. Ayes – unanimous Chair Zimmer asked for comments from the Planning Commission. • Chair Zimmer asked about the drive-through and stacking space for each proposed user. Mr. Tucci stated that Chipotle’s drive-through is a pick-up lane. Customers are not able to place orders at the drive-through, instead they must order ahead and when they receive notice that their order is ready for pick up, then they may enter the drive-through. Starbucks is a regular drive-through lane. There will also be parking spots in front of each restaurant for mobile order pick-ups. • Commissioner Kaluza stated he is comfortable with the leniency on the parking spaces. He stated it looks like a well-designed location. • Commissioner Swenson asked why they chose the underground storage facility as they typically see a surface water/filtration feature. Mr. Tucci stated economics played a large part, as well as made it easier for Outlot A to be developed. Jon Nelson, Assistant City Engineer, stated from previous Heritage Commons Additions there are underground sourced facilities to the east of this property and the soils are conductive for infiltration in this area. • Commissioner Swenson stated he is comfortable with the parking situation. He stated he appreciates the different uses and timing effects to allow a smaller parking area to function and serve the needs of both. • Commissioner Traffas asked about access from this area to Idealic Avenue and O’Reilly Auto Parts. Mr. Tucci stated there is an easement on the O’Reilly Auto Parts lot and that driveway will be a continuation of that easement. He also stated they will work together to make sure it is a safe environment. Motion was made by Swenson, seconded by Kaluza to recommend to City Council approval of the Heritage Commons 10th Addition preliminary plat, PUD amendment, conditional use permit and easement vacation, subject to the following stipulations and approval of the Findings of Fact dated June 26, 2025: 1. Implementation of the recommendations listed in the June 16, 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 between the Developer and the City of Lakeville for the maintenance of the stormwater system located on Lot 1, Block 1, Heritage Commons 10th Addition. Page 356 of 445 Planning Commission Meeting Minutes, June 26, 2025 Page 3 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 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: Einck, Swaney, Swenson, Tinsley, Traffas, Kaluza, Zimmer, Nays: 0 Page 357 of 445 City of Lakeville Community Development Memorandum To: Planning Commission From: Heather Botten Date: June 16, 2025 Subject: Packet Material for the June 26, 2025 Planning Commission Meeting Agenda Item: Heritage Commons 10thAddition: 1. Preliminary plat of a one lot, two outlot subdivision to be known as Heritage Commons 10th Addition. 2. Planned unit development amendment to add property to the Heritage Commons PUD. 3. Conditional use permit for two convenience restaurants. 4. Vacation of public drainage and utility easements. Application Action Deadline: July 7, 2025 BACKGROUND Representatives of HVP V Epic Heritage, LLC and SMNDT 1, LLC have submitted applications for a preliminary plat, planned unit development amendment, conditional use permit, and vacation of easement for the development to be known as Heritage Commons 10th Addition. The property is located north of 202nd Street (CSAH 50), south of Heritage Drive and east of Dodd Boulevard. The requests include a preliminary plat for one lot, two outlot subdivision, planned unit development to add 0.14 acres of land from the Lake Marion Collision property into the Heritage Commons PUD, and a conditional use permit for two convenience restaurants. The plat is 3.74 gross acres in size. Chipotle and Starbucks are proposed on Lot 1 (1.38 acres). Outlot A (2.17 acres) is a future development parcel and Outlot B (0.03 acres) will be consolidated by administrative subdivision with the property owned by Lake Marion Collision. A portion of the subject property is currently platted as Outlot A, Heritage Commons 6th Addition. The perimeter drainage and utility easements on the parent parcel are proposed to be vacated and then dedicated on the new plat. Page 358 of 445 2 The Heritage Commons 10th Addition preliminary plat and the development plans have been reviewed by Engineering and Environment Resources Division staff as well as the City Forester. The Dakota County Plat Commission has also reviewed the preliminary plat. EXHIBITS A. Location Map B. Zoning Map C. Preliminary Plat D. Existing Conditions E. Site Plan F. Grading and Drainage Plan G. Landscape Plan H. Lighting Photometric Plan I. Building Elevation Plans J. Easement Vacation Depiction K. Dakota County Plat Commission letter dated April 23, 2025 STAFF ANALYSIS 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. P RELIMINARY PLAT Comprehensive Plan. 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 proposed convenience restaurant uses are consistent with the commercial designation of the Comprehensive Land Use Plan. Zoning. The Heritage Commons 10thAddition property is zoned PUD, Planned Unit Development District with an underlying C-3, General Commercial District zoning. 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 Page 359 of 445 3 East O’Reilly Auto Commercial PUD, Planned Unit Development West Dodd Blvd (CSAH 9) and Kwik Trip Commercial C-3, General Commercial 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. All streets, sanitary sewer, water and storm sewer improvements required for the area of the development were installed by the developer with the Heritage Commons development in 2001. Lots/Blocks. The Heritage Commons 10th Addition plat proposes one lot and one future buildable outlot. The following C-3 District lot requirements pertain to this final plat: Lot Area Lot Width Minimum Required 20,000 SF 100 feet Proposed Lot 1 60,191 (1.38 ac) 120+ feet Proposed Buildable Outlot 94,349 SF (2.17 ac) 350+ feet Both buildable lots within the plat exceed the minimum lot requirements in the underlying C-3 District. Outlot. There are two outlots proposed with the plat. Outlot A will be for future commercial development and Outlot B will be combined with Lake Marion Collision by administrative subdivision as a condition of the final plat. Streets/Access. No new street construction is 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. A shared access is proposed over Outlot A to connect to the O’Reilly parcel to the east. Trails and Sidewalks. Eight-foot-wide concrete sidewalks are in place along Heritage Drive, 202nd Street and Dodd Boulevard. The applicant is proposing a sidewalk connection near the intersection of Dodd Boulevard and Kenwood Trail. No additional public sidewalks or trail construction is required with the Heritage Commons 10th Addition plat. Grading, Drainage, Erosion Control, and Utilities. Grading, drainage and erosion control plans have been submitted with the Heritage Commons 10th Addition preliminary plat. Alanna Sobottka, Civil Engineer and Maria Friedges, Environmental Resources Specialist have reviewed the site, Page 360 of 445 4 grading, drainage and erosion control, and utility plans. A copy of the engineering report dated June 16, 2025 is attached for your review. The Engineering Division recommends approval of the preliminary plat subject to the recommendations outlined in the report. Tree Preservation. There are no significant trees located on the subject property. Wetlands. There are no wetlands located on the subject property. Park Dedication. The Park Dedication requirement have not been satisfied on the parent parcels and will be required with the final plat. Dakota County Plat Commission. The Dakota County Plat Commission reviewed the preliminary plat at their April 23, 2025 meeting and will recommend approval of the final plat to the Dakota County Board. PUD/CUP SITE PLAN REVIEW Use. Development of a convenience food use with the 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. Setbacks. The proposed buildings meet or exceed the setback requirements of the C-3 District of: Front – 30 feet Side – 10 feet Rear – 10 feet Building Height. The proposed restaurants are each a single-story structure. The buildings will not exceed the maximum building height of 35 feet 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 parking stalls that will benefit Lake Marrion Collision along the shared access from Heritage Drive encroach into the required setback as does the drive area along the north lot line of Lot 1, Block 1. Flexibility from the PUD is being requested for these encroachments. To maximize the development on the property and to comply with open space and landscaping requirements, the site improvements are pushed to the north. Engineering has reviewed the encroachments and approves the location of the parking and drive areas. The proposed convenience restaurants require 51 parking spaces combined, taking into account the allowable 10% gross floor area credit and the requirement for one parking space per 80 square feet of floor area. The site plan proposes 49 parking spaces. The applicant is requesting flexibility from the minimum parking requirements due to the shared parking lot design and the peak hours of each Page 361 of 445 5 restaurant being different. Due to the shared parking layout and different peak hours, staff supports the reduced parking. Circulation/Loading Area. Access to the site will be from Heritage Drive. Direct driveway access to 202nd Street is not permitted. An agreement for shared access between the parcels in Heritage Commons 10thAddition 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 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 proposed one-story drive-through restaurant buildings are proposed to be clad with exterior materials that are at least 65% Grade A material. The materials proposed comply with Zoning Ordinance requirements. A contrasting stripe of brick is shown on both buildings. The contrasting strip is a design element seen in all of the buildings in the Heritage Commons development. Drive-Through Window. The drive-through window lanes include the minimum 180 feet of segregated vehicle stacking lane from the service windows. Menu Boards. A sign permit must be issued prior to the installation of the 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 development 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/PUD Amendment request. Page 362 of 445 6 Trash Enclosure. The trash and recycling enclosures will be located on the northern side of the property. The enclosures are proposed to be seven feet, four inches in height. The trash enclosure gate must be durable and made of 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. EASEMENT VACATION The platted perimeter drainage and utility easements within Outlot A, Heritage Commons 6th Addition are proposed to be vacated and the required easements will be platted on the Heritage Commons 10th Addition final plat. RECOMMENDATION Community Development Department staff recommends approval of the Heritage Commons 10th Addition preliminary plat, PUD amendment, conditional use permit, and easement vacation, subject to the following stipulations: 1. Implementation of the recommendations listed in the June 16, 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 between the Developer and the City of Lakeville for the maintenance of the stormwater system located on Lot 1, Block 1, Heritage Commons 10th Addition. 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. Page 363 of 445 7 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 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 364 of 445 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: June 16, 2025 Subject: Heritage Commons 10th Addition • Preliminary Plat • Preliminary Grading and Erosion Control Plan • Preliminary Landscape Plan • Preliminary Utility 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 one (1) commercial lot and two (2) 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) The proposed development will be completed by: Page 365 of 445 HHEERRIITTAAGGEE CCOOMMMMOONNSS 1100TTHH AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY PPLLAATT JJUUNNEE 1166,, 22002255 PPAAGGEE 22 OOFF 55 Developer: HVP V Epic Heritage, 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. SSTTRREEEETT AANNDD SSUUBBDDIIVVIISSIIOONN LLAAYYOOUUTT 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 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. 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. Page 366 of 445 HHEERRIITTAAGGEE CCOOMMMMOONNSS 1100TTHH AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY PPLLAATT JJUUNNEE 1166,, 22002255 PPAAGGEE 33 OOFF 55 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 SSAANN IITTAARRYY SSEE WWEERR 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. An existing sanitary sewer manhole extends to the northeast portion of the parcel. Development of Heritage Commons 10th Addition includes the extension of 6-inch sanitary sewer service to provide service to Lot 1, Block 1. 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. 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. Final water service connection locations and sizes will be reviewed by City staff with the final construction plans. DDRRAAIINNAAGGEE AANNDD GGRRAADDIINNGG 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. Development of Heritage Commons 10th Addition will include the construction of one privately owned and maintained underground stormwater infiltration system located within Lot 1, Block 1, Heritage Commons 10th Addition. 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 367 of 445 HHEERRIITTAAGGEE CCOOMMMMOONNSS 1100TTHH AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY PPLLAATT JJUUNNEE 1166,, 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 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 10th 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 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 Privately owned and maintained storm sewer will be constructed with Heritage Commons 10th Addition. Private storm sewer constructed within Lot 1, Block 1, Heritage Commons 10th Addition will convey runoff to the privately owned and maintained underground stormwater system. 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. 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. Page 368 of 445 HHEERRIITTAAGGEE CCOOMMMMOONNSS 1100TTHH AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY PPLLAATT JJUUNNEE 1166,, 22002255 PPAAGGEE 55 OOFF 55 TTRREEEE PPRREESSEERRVVAATTIIOONN 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 must be paid with the final plat. RREECCOOMMMMEENNDDAATTIIOONN Engineering recommends approval of the Heritage Commons 10th Addition preliminary plat, preliminary grading and erosion control plan, preliminary utility plan, and landscape plan subject to the requirements and stipulations within this report. Page 369 of 445 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 202ND STPage 370 of 445 City of Lakeville Heritage Commons 10th Addition Zoning Map EXHIBIT BDODD BLVD (CSAH 9)202ND ST (CSAH 50) Site Location HERITA GE DR IDEALIC AVE± PUD C-3 C-3 C-3 P/OS ICENIC WAY 202ND STPUD PUD PUD C-3 C-1 RM-1 RH-1 Page 371 of 445 (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-BURT-BUR >>>>>>>>>> > > > > > > > >>>>>>>>>>> > >>H.H. >>> F O - B U R FO-BU R FO-BU R FO-BUR FO-BU R FO-BU R FO-BU R FO-BUR FO-BUR FO-BUR FO-BUR FO-BUR FO-BUR FO-BUR FO-BUR FO-BUR FO-BUR H.H. E-OH E-OH E-OH E-OH E-OH E-OH 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-BUR E - B U R E - B U 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-BURE- 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- 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-BUR E-BUR E-BUR FO-BUR FO-BUR FO-BUR FO-BUR FO-BUR FO-BUR FO-BUR FO-BUR GA 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 GA S GA S GAS GAS GAS 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 S3 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 DAKOTA C. S . A . H . N O . 5 0 (202ND ST 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 0 0.00L= 4 8.3 6 Δ =9°14'11" C.B.= N 5 2 °26 '23"WN 4 7 ° 4 9 ' 1 8 "W 7 2 . 3 5 R= 6 84 .0 0 L = 2 4 7.17 Δ =20°42'15" C.B.=S58°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 987 986 980 984 985 984 983 984 980 985 982 980 982 983 984 985985985 985 30'30'30'10'10'BUILDINGSETBACK LINE 15'15'15'PARKINGSETBACK 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 37 . 6 4 80 . 3 3 39 . 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°34'52"C.B.=S8 4°59'35"E L=223.07 Δ=7°02'32" 23.97 75'80'S89°57'48"E 50.85 S00°02'12"W 118.78L=150.53 Δ=4°45'08" 10'S13°57'13"W 30.78S00°02'12"W 102.90S89°57'48"E 194.89 N00°02'12"E3.15 OUTLOT B N00°20'55"E 149.6927.00122.69R =35 .00L =40 .54Δ =66°2 1'30"5EXISTING BUILDINGPROPOSED PARKING EASEMENT20' 20' FILE:..\230328\500 Drawings\Survey\230328P.dwg HERITAGE COMMONS 10TH ADDITIONPRELIMINARY 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 byme or under my direct supervision and that I am a duly Licensed LandSurveyor 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 Way5 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 H O 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; thenceSouth 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 EXHIBIT C Page 372 of 445 986984 9869 8 7986 9849849839849829 8 2 983984985 9809859809859 8 0 985985985985 EXISTINGBUILDINGEXISTINGBUILDING24 2SAWCUTBITUMINOUSSAWCUTBITUMINOUSSAWCUT & MILLBITUMINOUS EDGESAWCUT & MILLBITUMINOUS EDGECOORDINATE W/UTILITY COMPANYFOR RELOCATION OF ELECTRICREMOVE CONCRETECURB & GUTTER(TYP)REMOVE CONCRETECURB & GUTTER(TYP)REMOVE CONCRETECURB & GUTTER(TYP)REMOVE CONCRETECURB & GUTTER(TYP)REMOVE BITUMINOUSPAVEMENT (TYP)REMOVE BITUMINOUSPAVEMENT (TYP)PROTECT UTILITIESDURING CONSTRUCTION(TYP)PROTECT UTILITIESDURING CONSTRUCTION(TYP)RICHARD J. AMES MEMORIAL HIGHWAY(CSAH NO. 50)DODD BOULEVARD (CSAH NO. 9)HERITAGE DRIVESHEET NUMBERJOSEPH T RADACH PENAME:SIGNATURE:DATE: 01/28/25 LIC #: 45889I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AMA DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTAP.O. BOX 89, ROCKFORD, MINNESOTA 55373 TEL: 612.730.2265 | WWW.CONTOURCD.COM OWNER REVISIONS 1.05/28/25 CITY COMMENTS 3. 4. 5. 6. 7. ISSUE DATE: 01/28/25 c:\users\contour civil\dropbox\pc\desktop\contour\_jobs\24016 - lakeville restaurants\cad\24016_remove.dwg05/27/25 BY: JTR 2C DEVELOPMENT, LLC 11985 Technology Drive, Suite 110 Eden Prairie, MN 55344HERITAGE COMMONS RESTAURANTS Lakeville, Minnesota 2. < SCALE IN FEET >0Know what'sbelow.before you dig.CallREXISTINGPROPOSEDEASEMENT LINEPROPERTY LINESTORM SEWERCURB LINECONCRETE PAVEMENTBITUMINOUS PAVEMENTLEGENDSANITARY SEWERWATER MAINCONCRETE WALK/STOOPBENCHMARKUNDERGROUND ELECTRICUNDERGROUND GASEXISTING CONDITIONS & REMOVALS PLAN C1.1MINNESOTA DEPARTMENT OF TRANSPORTATIONCONTROL DISC NAMED 1914HELEVATION: 959.11 (NAVD 88)UNDERGROUND TELEPHONEUNDERGROUND FIBER OPTICOVERHEAD ELECTRICEXISTING CONDITIONS NOTES1. EXISTING CONDITIONS BASED ON DRAFT PRELIMINARY PLAT DRAWINGPREPARED BY LHB DATED 11/22/24.REMOVAL PLAN NOTES1. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. ITSHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THELOCATION, DEPTH AND TYPES OF EXISTING UTILITIES AND TO NOTIFYTHE OWNER AND ENGINEER IMMEDIATELY OF ANY DISCREPANCIESOR VARIATIONS FROM THE PLANS. UTILITY QUALITY LEVEL D PERCI/ASCE 38-02.2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECTALL EXISTING UTILITIES, APPURTENANCES AND STRUCTURES NOTINDICATED FOR REMOVAL. DAMAGE CAUSED BY DEMOLITIONOPERATIONS SHALL BE REPAIRED AT NO ADDITIONAL COST TO THEOWNER.3. CONTRACTOR TO REMOVE/RELOCATE EXISTING PRIVATE UTILITIES ASNECESSARY. THE CONTRACTOR SHALL COORDINATE THESEACTIVITIES WITH THE UTILITY COMPANIES.4. THE CONTRACTOR IS RESPONSIBLE FOR ALL THE REMOVALS SHOWNON THE PLANS AND SHALL CONFORM/ADHERE TO ALL GOVERNINGSTATE AND LOCAL REGULATIONS. ALL PERMITS, APPLICATIONS ANDFEES ARE THE RESPONSIBILITY OF THE CONTRACTOR.5. ALL SAWCUTS SHALL BE FULL-DEPTH CUTS.6. ALL WORK WITHIN THE ADJACENT STREET RIGHTS OF WAY MUST BECOORDINATED WITH AND APPROVED BY DAKOTA COUNTY. ANY WORKIN DAKOTA COUNTY RIGHT OF WAY REQUIRES A PERMIT.AS NOTEDSTORM CATCH BASINSTORM MANHOLEOTHER SYMBOLSSEE SURVEYHYDRANTGATE VALVELIGHT POLEELECTRIC MANHOLEEXHIBIT DPage 373 of 445 DIGITALPICKUPAHEADRICHARD J. AMES MEMORIAL HIGHWAY(CSAH NO. 50)DODD BOULEVARD (CSAH NO. 9)HERITAGE DRIVEPROPOSEDBUILDING 1PROPOSEDBUILDING 2 10 7 7 7 7 7 4 EXISTINGBUILDINGEXISTINGBUILDING182440244024187.534.961216.866.81533 101412121212 1255.543.18 20.218 24 24 24 24 2229.79TYP1215 102.5 121220 R5R 5R15 R8R4R 3 R4R30R35R30R38R30 R4R15R3R15R15R4R4R20R25 R20R25R6R4R4R3R94 R70 15' PARKING SETBACK30' BUILDING SETBACK15' PARKING SETBACK30' BUILDINGSETBACK10 7.7111111111122222223335333336.74444556BEGIN56END56BEGIN56END7777778TYP9TYP99998101011TYP12TYP12TYP12TYP12TYP13131515161718192072020202121222324252626262626ABBAADCE14141414141414142330SHEET NUMBERJOSEPH T RADACH PENAME:SIGNATURE:DATE: 01/28/25 LIC #: 45889I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AMA DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTAP.O. BOX 89, ROCKFORD, MINNESOTA 55373 TEL: 612.730.2265 | WWW.CONTOURCD.COM OWNER REVISIONS 1.05/28/25 CITY COMMENTS 3. 4. 5. 6. 7. ISSUE DATE: 01/28/25 c:\users\contour civil\dropbox\pc\desktop\contour\_jobs\24016 - lakeville restaurants\cad\24016_site.dwg05/27/25 BY: JTR 2C DEVELOPMENT, LLC 11985 Technology Drive, Suite 110 Eden Prairie, MN 55344HERITAGE COMMONS RESTAURANTS Lakeville, Minnesota 2. < SCALE IN FEET >0Know what'sbelow.before you dig.CallREXISTINGPROPOSEDEASEMENT LINEPROPERTY LINESTORM SEWERCURB LINECONCRETE PAVEMENTBITUMINOUS PAVEMENTLEGENDSANITARY SEWERWATER MAINCONCRETE WALK/STOOPBENCHMARKSITE PLAN C2.1MINNESOTA DEPARTMENT OF TRANSPORTATIONCONTROL DISC NAMED 1914HELEVATION: 959.11 (NAVD 88)1. ALL DIMENSIONS ARE TO FACE OF CURB AND OUTSIDE FACE OFBUILDING UNLESS OTHERWISE NOTED.2. ALL CURB AND GUTTER SHALL BE B612 UNLESS OTHERWISE NOTED.3. TYPICAL PARKING STALLS ARE 9' X 18' UNLESS OTHERWISE NOTED.4. ALL PEDESTRIAN RAMPS SHALL MEET CURRENT ADA STANDARDS.5. UNLESS OTHERWISE SHOWN IN THE PLANS, CONTRACTOR SHALLPROVIDE CONTROL JOINTS AND EXPANSION JOINTS IN SLAB ONGRADE, SIDEWALKS, AND DRIVES PER THE FOLLOWING REQUIREMENTS:CONTROL JOINTS:WALKS @ 8' SPACINGOTHERS @ 10' SPACINGSAWCUT CONTROL JOINTS MINIMUM 14 CONCRETE THICKNESS.EXPANSION JOINTS: WALKS @ 24' SPACINGOTHERS @ 40' SPACINGPROVIDE EXPANSION JOINT AT ALL POINTS WHERE A CHANGEIN PAVEMENT THICKNESS OCCURS AND WHERE NEW PAVEMENT WILL MATCH EXISTING PAVEMENT.DOWEL ALL EXPANSION JOINTS AT 24" SPACING MAX.KEYNOTESSITE PLAN NOTESSITE DATASTANDARD STALLS:HANDICAP STALLS:TOTAL STALLS:PARKING SUMMARYLAND USE DESIGNATION:EXISTING ZONING:PROPOSED ZONING:PARCEL AREA:IMPERVIOUS AREA:BUILDING 1:BUILDING 2:PAVEMENTS:TOTAL:PERVIOUS AREA:45 4 49COMMERCIALPLANNED UNIT DEVELOPMENTPLANNED UNIT DEVELOPMENT60,191 SF2,372 SF 4%2,485 SF 4% 39,118 SF 64%43,975 SF 73%16,216 SF 27%SIGN SCHEDULEA. HANDICAP PARKING SIGN ON: R7-8m W/R7-8b (12" X 18")6" BOLLARDB. NO PARKING SIGN ON: R8-3a (12" X 18")6" BOLLARDC. MOBILE ORDER PICKUP SIGN: PER TENANTD. DIGITAL ORDER PICKUP SIGN: PER TENANTON 6" BOLLARD.E. THANK YOU/EXIT SIGN: PER TENANT1. ALL SIGNS SHALL BE PLACED 18" MINIMUM BEHIND BACK OF CURBUNLESS OTHERWISE NOTED.2. SIGNS SHALL INCLUDE HARDWARE, POST, FOOTING, CASING, AND ALLAPPURTENANCES REQUIRED FOR TYPICAL INSTALLATION.3. PARKING LOT STRIPING AND PAVEMENT MARKINGS SHALL BE 4" SOLIDWHITE PAINT. ALL PAVEMENT LETTERING SHALL BE 12" HEIGHT.4. ALL SIGNS AND PAVEMENT MARKINGS SHALL BE PER THE LATESTEDITION OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROLDEVICES (MMUTCD).SIGNAGE AND PAVEMENT MARKING NOTES* SEE ARCHITECTURAL SITE PLANS FOR ADDITIONALSITE PLAN NOTES.1. LANDSCAPE AREA. SEE LANDSCAPE PLAN.2. MATCH EXISTING CURB/SIDEWALK/PAVEMENT.3. 4" CONCRETE WALK/PATIO.4. CONCRETE PAVEMENT/APRON.5. INTEGRAL CONCRETE WALK/CURB.6. FLUSH CURB.7. PEDESTRIAN CURB RAMP.8. 6" CONCRETE FILLED PIPE BOLLARD.9. SQUARE BOLLARD PER TENANT REQUIREMENTS.10. TRASH ENCLOSURE.11. 4" SOLID WHITE LINE.12. SOLID WHITE PAVEMENT MARKING.13. TRANSFORM PAD. FINAL LOCATION TO BE CONFIRMEDBY CONTRACTOR AND ELECTRIC PROVIDER.14. LIGHT POLE AND BASE.15. CLEARANCE/HEIGHT RESTRICTION BAR PER TENANT.16. PRE-MENU BOARD PER TENANT.17. DRIVE-THRU ORDER SCREEN WITH CANOPY PERTENANT.18. ORDER MENU PER TENANT.19. 4 FT. MAINTENANCE FREE PRIVACY FENCE, COLOR TOMATCH BUILDING.20. SOLID WHITE CROSSWALK PAVEMENT MARKINGS.21. LOOP DETECTOR PER TENANT.22. MONUMENT SIGN.23. DIRECTIONAL SIGN.24. BITUMINOUS ROLL CURB.25. POURED CONCRETE STEPS.26. 3 FT. TAPER OUR CURB.STORM CATCH BASINUNDERGROUND ELECTRICSTORM MANHOLEUNDERGROUND GASOTHER SYMBOLSSEE SURVEYHYDRANTGATE VALVELIGHT POLEUNDERGROUND TELEPHONEUNDERGROUND FIBER OPTICOVERHEAD ELECTRICELECTRIC MANHOLEEXHIBIT EPage 374 of 445 DHYRICHARD J. AMES MEMORIAL HIGHWAY(CSAH NO. 50)DODD BOULEVARD (CSAH NO. 9)HERITAGE DRIVE986984 9869 8 7986 9849849839849829 8 2 983984985 9809859809859 8 0 985985985985 INSTALL ROCKCONSTRUCTIONENTRANCE AFTERPAVEMENT REMOVALSEXISTING BLDGFFE = ± 986.5EXISTING BLDGFFE = ± 982.584.1 84.583.94 STEPS83.683.082.882.683.783.784.384.384.484.684.684.884.585.785.385.785.685.285.385.885.485.785.785.885.886.085.785.886.086.286.386.186.085.986.386.586.585.785.485.185.386.186.186.085.785.685.886.086.086.185.785.285.385.085.384.885.085.285.584.084.4T 86.4G 86.4T 86.5G 86.5PROPOSEDBUILDINGFFE = 986.65PROPOSEDBUILDINGFFE = 986.25T 85.5G 85.0T 84.8G 84.885.985.586.2T 86.1G 86.1T 86.1G 86.1T 86.0G 86.085.786.186.185.986.2 84.784.785.085.685.085.385.185.586.486.484.8R I DG E85.986.183.583.885.6EOF85.685.2EOF85.0EOF85.2EOF85.648" PERFORATEDCMP SYSTEMROCK IE: 978.2PIPE IE: 978.7WQ HWL: 979.810 YR HWL: 981.3100 YR HWL: 983.2VOLUME: 12,889 CF982 98 3 9 8 4985 985985985985986986984984986985984 984986985986985986 987 986 1.7% 1.7% 1.7%1.5%1.5% 1.8% 1.8%1.7%1.7%1.7%1.8%1.8%0.7%2.3%2.3%2.3%2.5%2.2%1.6%1.7%1.5%2.2%2.6%1.7%2.0%0.8%2.7%2.7%2.1%0. 9 % 0.5%0.6%0.6%1.5%0.9%1.0%1.8%1.8%1.2%1.2%1.4%1.7%2.0%0.5%0.5%98698485.59859859851.8%1.9%81.281.484.484.485.484.783.383.484.384.985.085.585.885.886.286.887.487.687.286.687.0 B/C86.8 B/C87.0 B/C86.9 B/C83.783.483.984.083.883.883.783.683.483.483.483.687.0 B/C87.0 B/C87.186.184.384.5SILT FENCE(TYP)SILT FENCE(TYP)TIP-OUT CURB(TYP )TIP-OUT CURB(TYP )TIP-OUT CURB(TYP )80.881.282.283.382.3SILT FENCE(TYP)EOF83.8SHEET NUMBERJOSEPH T RADACH PENAME:SIGNATURE:DATE: 01/28/25 LIC #: 45889I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AMA DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTAP.O. BOX 89, ROCKFORD, MINNESOTA 55373 TEL: 612.730.2265 | WWW.CONTOURCD.COM OWNER REVISIONS 1.05/28/25 CITY COMMENTS 3. 4. 5. 6. 7. ISSUE DATE: 01/28/25 c:\users\contour civil\dropbox\pc\desktop\contour\_jobs\24016 - lakeville restaurants\cad\24016_grade.dwg05/27/25 BY: JTR 2C DEVELOPMENT, LLC 11985 Technology Drive, Suite 110 Eden Prairie, MN 55344HERITAGE COMMONS RESTAURANTS Lakeville, Minnesota 2. < SCALE IN FEET >0Know what'sbelow.before you dig.CallREXISTINGPROPOSEDEASEMENT LINEPROPERTY LINESTORM SEWERCURB LINECONCRETE PAVEMENTBITUMINOUS PAVEMENTLEGENDSANITARY SEWERWATER MAINCONCRETE WALK/STOOPBENCHMARK1. THE LATEST EDITION OF THE MINNESOTA DEPARTMENT OFTRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION"AND THE CITY OF LAKEVILLE SPECIFICATIONS.2. THE LATEST EDITION OF THE MINNESOTA MANUAL ON UNIFORMTRAFFIC CONTROL DEVICES (MMUTCD).3. THE LATEST EDITION OF THE CITY ENGINEERS ASSOCIATION OFMINNESOTA (CEAM) STANDARD SPECIFICATIONS.1. VEHICLE TRACKING REDUCTION DEVICE, SILT FENCE, AND EXISTING CATCHBASIN INLET PROTECTION SHALL BE INSTALLED PRIOR TO GRADINGCONSTRUCTION, AND SHALL BE MAINTAINED UNTIL THE SITE HAS BEENSTABILIZED.2. CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS AND ELEVATIONS OFEXISTING UTILITIES PRIOR TO THE START OF GRADING CONSTRUCTION.THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OFDISCREPANCIES OR VARIATIONS FROM THE PLAN.3. CONTRACTOR SHALL STRIP, STOCKPILE AND RESPREAD SUFFICIENTTOPSOIL TO PROVIDE A MINIMUM OF 6" OF TOPSOIL OVER ALL DISTURBEDAREAS THAT WILL BE SODDED, SEEDED OR LANDSCAPED.4. ALL DISTURBED AREAS MUST BE STABILIZED WITHIN 14 CALENDARS DAYSAFTER LAND-DISTURBING WORK HAS TEMPORARILY OR PERMANENTLYCEASED.5. ALL SLOPES STEEPER THAN 3:1 SHALL HAVE MNDOT CAT.1 EROSIONCONTROL BLANKET AND SEED, OR APPROVED EQUAL.6. STOCKPILES SHALL BE STABILIZED WITHIN 14 DAYS OF ROUGH GRADINGOR INACTIVITY.7. ALL WORK WITHIN THE ADJACENT STREET RIGHTS OF WAY MUST BECOORDINATED WITH AND APPROVED BY THE CITY PUBLIC WORKSDEPARTMENT.GRADING NOTESGOVERNING SPECIFICATIONSSTORM CATCH BASINUNDERGROUND ELECTRICSTORM MANHOLEUNDERGROUND GASOTHER SYMBOLSSEE SURVEYHYDRANTGATE VALVELIGHT POLE5' CONTOUR1' CONTOUR57.157.1SILT FENCESPOT ELEVATION(CURB ELEVATIONSARE TO GUTTER LINE)985985984984ROCK ENTRANCEDH YGRADING AND DRAINAGE PLAN C4.1MINNESOTA DEPARTMENT OF TRANSPORTATIONCONTROL DISC NAMED 1914HELEVATION: 959.11 (NAVD 88)UNDERGROUND TELEPHONEUNDERGROUND FIBER OPTICOVERHEAD ELECTRICELECTRIC MANHOLEEXHIBIT FPage 375 of 445 986984985985985 985 4PRE 4SWO 1JTL 1SSC 2SSC 1JTL LANDSCAPE CALCULATIONS: CONVERSATIONS WITH CITY STAFF HAS CONFIRMED THE CITY OF LAKEVILLE HAS NO QUANTIFIABLE LANDSCAPE ORDINANCE THAT DICTATES THE AMOUNT/QUANTITY OF LANDSCAPING REQUIRED FOR THESE PROJECTS. IN AN EFFORT TO ADDRESS COMMON DESIGN ISSUES, THIS LANDSCAPE PLAN WAS CREATED WITH AN EMPHASIS ON THE FOLLOWING: 1. SCREENING OF HEADLIGHTS AT KEY POINTS IN THE DRIVE-THRU LANES 2. TREES LOCATED CLOSEST TO MAIN ROADWAYS 3. A NICE MIX OF SHRUBS, ORNAMENTAL GRASSES, AND PERENNIALS AT ENTRIES & KEY PEDESTRIAN LOCATIONS. 4. THIS SITE IS CURRENTLY DEVOID OF ANY EXISTING TREES SO NO TREE PRESERVATION PLAN IS INCLUDED. PLANTE MATERIALS WILL BE INSTALLED AT THE MINIMUM SIZES SHOWN ON THE PLANT SCHEDULE. MINIMUM SIZES ARE: ·2.5" CAL. FOR DECIDUOUS TREES ·8' HEIGHT FOR CONIFEROUS TREES ·2" CAL. (or 6-7' HGT.) FOR ORNAMENTAL TREES ·18-24" SPREAD FOR CONIFEROUS SHRUBS ·18-24" SPREAD FOR DECIDUOUS SHRUBS TREE PLANTING SCHEDULE: GRAPHIC MATERIAL ROCK MULCH SOD BLUEGRASS PEAT SOD ON AT LEAST 4" TOPSOIL SPECIFICATION NOTES 1.5" DIAMETER CRUSHED GRANITE ROCK MULCH OVER FILTER FABRIC N/A 0 10' 20' 40' SCALE: 1" = 20'-0" NORTH OVERALL TREE PLANTING & LANDSCAPE PLAN: Registration #: Signature: I hereby certify that this plan was prepared byme or under my direct supervision and that I am Registered Landscape Architect under the laws of the State of Minnesota. Drawn By: Checked By: Sheet Title: Date: Revision: Project #: Name:Paul Kangas 26017 14165 James Road - Suite 200A Rogers, MN 55374 Phone: 612-237-8355 www.insideoutsidearchitecture.com Sheet Number: COPYRIGHT 2025 © This plan is copyrighted and shall be used only for the project shown and shall not be copied or reproduced without written permission from Inside Outside Architecture, Inc. Project Name: HERITAGE COMMONS RESTAURANTS Lakeville, Minnesota 25-001 CITY SUBMITTAL | 01-28-2025 CITY COMMENTS | 04-15-2025 CITY COMMENTS | 05-28-2025 PK PK LANDSCAPE PLAN L1-1 InsideOAutside rchitecture Inc. 3" DEPTH UNDISTURBED NATIVE SOIL SAFETY FLAGGING IF STAKING IS USED TREE WRAP TO FIRST BRANCH SCARIFY BOTTOM AND SIDES OF HOLE MUST BE MAINTAIN PLUMB THOUGH THE WARRANTYIS AT THE CONTRACTOR'S DISCRETION. THE TREEAFTER PLANTING. STAKING IS SUGGESTED, BUTTREES SHALL BE PLUMB IN BOTH DIRECTIONS DECIDUOUS TREE PLANTING DETAIL SCALE: 1/2" = 1'-0" LANDSCAPE ARCHITECT IF POOR DRAINAGERATES PRIOR TO PLANTING AND NOTIFYCONTRACTOR SHALL FIELD TEST PERCOLATION PERIOD AND CONFORM WITH A.N.A. GUIDELINES FORSTANDARD LANDSCAPE PRACTICES IS SUSPECTED REMOVE ALL FLAGGING AND LABELING COMPACT MORE THAN NEEDED TO MAINTAINSATURATE SOIL WITH WATER. DO NOTINSTALL BACKFILL IN 8-12" DEEP LAYERS & AND DISPOSE FROM SITE PRUNE ANY DAMAGED OR CROSSING BRANCHES PLUMB 2 x ROOT BALL WIDTH 4" DEEP MULCH - NO MULCH IN DIRECT CUT BACK WIRE BASKET AND REMOVE CONTACT WITH TRUNK VERIFY ROOT FLARE ELEVATION AND PLACEAT OR JUST ABOVE SURROUNDING GRADE. BURLAP FROM TOP OF BALL LOAM PLANTING SOIL BACKFILL SHALL FORM WATERING RING AT OUTEREDGE AND BE FILLED WITH WATER AT TIME OF INITIAL PLANTING PRIOR TO MULCHING 4 L1-1 PLANTING DETAILS: GROUNDCOVER SCHEDULE: UNDISTURBED NATIVE SOIL SCARIFY BOTTOM AND SIDES OF HOLE MUST BE MAINTAIN PLUMB THOUGH THE WARRANTYIS AT THE CONTRACTOR'S DISCRETION. THE TREEAFTER PLANTING. STAKING IS SUGGESTED, BUTTREES SHALL BE PLUMB IN BOTH DIRECTIONS CONIFEROUS TREE PLANTING DETAIL SCALE: 1/2" = 1'-0" LANDSCAPE ARCHITECT IF POOR DRAINAGERATES PRIOR TO PLANTING AND NOTIFYCONTRACTOR SHALL FIELD TEST PERCOLATION PERIOD AND CONFORM WITH A.N.A. GUIDELINES FORSTANDARD LANDSCAPE PRACTICES IS SUSPECTED REMOVE ALL FLAGGING AND LABELING COMPACT MORE THAN NEEDED TO MAINTAINSATURATE SOIL WITH WATER. DO NOTINSTALL BACKFILL IN 8-12" DEEP LAYERS & AND DISPOSE FROM SITE PRUNE ANY DAMAGED OR CROSSING BRANCHES PLUMB 2 x ROOT BALL WIDTH 4" DEEP MULCH - NO MULCH IN DIRECT CUT BACK WIRE BASKET AND REMOVE CONTACT WITH TRUNK VERIFY ROOT FLARE ELEVATION AND PLACEAT OR JUST ABOVE SURROUNDING GRADE. BURLAP FROM TOP OF BALL LOAM PLANTING SOIL BACKFILL SHALL FORM WATERING RING AT OUTEREDGE AND BE FILLED WITH WATER AT TIME OF INITIAL PLANTING PRIOR TO MULCHING NATURAL FORMS OTHER THAN LIMITED PRUNING FORFOR THIS PROJECT. TREE SPECIMENS SHOULD HAVECHRISTMAS TREE PRODUCTION CANNOT BE USEDCONIFEROUS TREES GROWN FOR COMMERCIAL HEALTHY GROWTH AND PLANT STRUCTURE. 3 L1-1 ORNAMENTAL TREES SWAMP WHITE OAKSWO Quercus bicolor SINGLE STEM2.5" CAL B&B DECIDUOUS TREES PRINCETON ELMPRE Ulmus americana 'Princeton'SINGLE STEMB&B2.5" CAL SPRING SNOW CRABAPPLESSC Malus x ' Spring Snow'B&B SINGLE STEM 1 GRANITE COBBLE 4-8" DIAMETER GRANITE COBBLE OVER FILTER FABRIC 6-8" DEPTH JAPANESE TREE-LILACJTL Syringa reticulata 'Ivory Silk'B&B SINGLE STEM O.C. PLANT SPACINGP =R =AREA PER PLANT IN SF =12"10.5"0.87 SF15"12.7"1.35 SF18"15.6"1.95 SF24"20.8"3.46 SF P = TYPICAL PLANT SPACING - SEE PLANT SCHEDULER = PLANT ROW ASSUMING TRIANGULAR SPACINGNUMBER OF PLANTS = TOTAL AREA/AREA PER PLANT PERENNIAL SPACING GUIDELINES SCALE: 3/4" = 1'-0" PR AREA PER PLANT CENTER OF PLANTR P2 L1-1 PERENNIAL PLANTING SCALE: 3/4" = 1'-0" LOOSEN ROOTS OFPLANT MATERIAL PRIOR MULCH - 3" DEPTH EDGER - SEE SPECS. 12" DEPTH (MIN.) LOAMPLANTING SOIL VARIESSEE PLAN TO PLANTING EDGE VARIES - SEE PLAN 5L1-1 SHRUBS PLACED SO THAT TOP MULCH - 3" DEEP - SEE SPECLANDSCAPE FABRIC - SEE SPEC. PLANTING SOIL - SEE SPEC. SCARIFY BOTTOM AND SIDES OFHOLE PRIOR TO PLANTING LOOSEN ROOTS OF ALLCONTAINERIZED PLANTS. EDGE VARIES - REFER TO PLAN REFER TO PLAN18" MIN. SCALE: 3/4" = 1'-0" SHRUB PLANTING DETAIL EDGING MATERIAL - SEE SPEC. BUILDING WALL (TYP) OF CONTAINER SITS FLUSHWITH PROPOSED GRADE. 1 L1-1 4 4 3 2.0" CAL 2.0" CAL EXHIBIT G Page 376 of 445 986984985985985 985 SOD SOD SOD SOD 34" ROCK MULCH 34" ROCK MULCH 34" ROCK MULCH 34" ROCK MULCH SOD 5HGS 5ARJ 3RTD 6SEJ 3KFG 4AWS 7KFG 7SEJ 5ARJ 5KFG 8KFG 6SEJ 5KFG 5PUC 3ARJ 11KFG 4AJS 4AWS 3KFG 7STD 3KFG 3TYE 3KFG 34" ROCK MULCH SOD 5SEJ 7WLC 6KFG 34" ROCK MULCH 5KFG 8KFG 3RTD 0 10' 20' 40' SCALE: 1" = 20'-0" NORTH SHRUB & PERENNIAL PLANTING PLAN: Registration #: Signature: I hereby certify that this plan was prepared byme or under my direct supervision and that I am Registered Landscape Architect under the laws of the State of Minnesota. Drawn By: Checked By: Sheet Title: Date: Revision: Project #: Name:Paul Kangas 26017 14165 James Road - Suite 200A Rogers, MN 55374 Phone: 612-237-8355 www.insideoutsidearchitecture.com Sheet Number: COPYRIGHT 2023 © This plan is copyrighted and shall be used only for the project shown and shall not be copied or reproduced without written permission from Inside Outside Architecture, Inc. Project Name: InsideOAutside rchitecture Inc. PLANTING SCHEDULE (THIS PAGE ONLY): COMMON NAMEQTYSYM COMMENTSCONTSIZESCIENTIFIC NAME 24" O.C. PERENNIALS AND GRASSES PURPLE CONEFLOWER KARL FOERSTER GRASS AUTUMN JOY SEDUM STELLA d' ORO DAYLILY PUC KFG STD AJS Hemerocallis x 'Stella d' Oro' Echinacea purpurea Calamagrostis x acutiflora 'Karl Foerster' Sedum x 'Autumn Joy'POT POT POT POT 1 GAL 1 GAL 2 GAL 1 GAL HOSTA - GOLD STANDARDHGS Hosta x 'Gold Standard'POT1 GAL DECIDUOUS SHRUBS POT POTANTHONY WATERER SPIREA RED TWIGGED DOGWOOD Spiraea x bumalda 'Anthony Waterer' Cornus sericea 'Bailadeline'RTD AWS 5' O.C. CONIFEROUS SHRUBS POT POT 3 GALARCADIA JUNIPER TAUNTON YEW Juniperus sabina 'Arcadia' Taunton x media 'Taunton'3 GAL ARJ TYE 5' O.C. 24" O.C. 24" O.C. 24" O.C. 18" O.C. 4' O.C. 4' O.C. 8 6 13 3 4 67 5 7 5' O.C.POT3 GALSEA OF GOLD JUNIPER Juniperus X pfitzeriana 'MonSan'DFJ 24 24" HGT 24" HGT WALKER'S LOW CATMINTWLC Nepeta faassenii 'Walker's Low'POT1 GAL 30" O.C.7 5 THE CONTRACTOR SHALL: VISIT SITE PRIOR TO SUBMITTING BID TO INSPECT INSPECT THE SITE AND BECOME FAMILIAR WITH EXISTING CONDITIONS RELATING TO THE SCOPE OF WORK. VERIFY THE LAYOUT AND ANY DIMENSIONS SHOWN AND BRING TO THE ATTENTION OF THE LANDSCAPE ARCHITECT ANY DISCREPANCIES THAT WOULD COMPROMISE THE DESIGN OR INTENT OF THE PROJECT LAYOUT. ASSURE COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS GOVERNING THE WORK OR MATERIALS SUPPLIED. PROTECT ALL EXISTING FEATURES FROM DAMAGE DURING PLANTING OPERATIONS. ANY DAMAGE SHALL BE REPAIRED OR REPLACED AT NO COST TO THE OWNER. CALL GOPHER-ONE TO VERIFY ALIGNMENT AND LOCATION OF ALL UNDERGROUND AND ABOVE GRADE UTILITIES AND PROVIDE PROTECTION FOR SAME BEFORE CONSTRUCTION BEGINS. ESTABLISH TO THEIR SATISFACTION THAT SOIL AND COMPACTION CONDITIONS ARE ADEQUATE TO ALLOW FOR PROPER DRAINAGE AT AND AROUND THE BUILDING SITE. UTILITIES, BACKGROUND INFORMATION, AND LAYOUT: ALL UNDERGROUND UTILITIES SHALL BE LAID SO THAT TRENCHES DO NOT CUT THROUGH ROOT SYSTEMS OF ANY EXISTING TREES TO REMAIN. ADEQUATELY COMPACT ANY EXCAVATED AREAS TO AVOID FUTURE SETTLEMENT. EXISTING CONTOURS, TRAILS, VEGETATION, CURB/GUTTER AND OTHER EXISTING ELEMENTS BASED UPON INFORMATION SUPPLIED TO LANDSCAPE ARCHITECT BY OTHERS. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF DISCREPANCIES THAT WOULD COMPROMISE THE DESIGN INTENT PRIOR TO BEGINNING CONSTRUCTION. THE ALIGNMENT AND GRADES OF THE PROPOSED WALKS, TRAILS AND/OR ROADWAYS ARE SUBJECT TO FIELD ADJUSTMENT REQUIRED TO CONFORM TO LOCALIZED TOPOGRAPHIC CONDITIONS AND TO MINIMIZE TREE REMOVAL AND GRADING. ANY CHANGE IN ALIGNMENT MUST BE APPROVED BY LANDSCAPE ARCHITECT. LANDSCAPE INSTALLATION AND PHASING: COORDINATE THE LANDSCAPING AND PLANTING INSTALLATION WITH OTHER CONTRACTORS WORKING ON SITE. NO PLANTINGS SHALL BE INSTALLED UNTIL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE PLANTING AREAS. PLANT MATERIALS: ALL PLANT MATERIAL SHALL COMPLY WITH THE LATEST EDITION OF THE NURSERY STOCK STANDARDS AS PUBLISHED BY THE AMERICAN NURSERY AND LANDSCAPE ASSOCIATION (ANLA). PLANTS SHALL NOT BE STOCKPILED ON SITE ANY LONGER THAN NECESSARY AND SHALL HAVE ADEQUATE WATERING AT ALL TIMES PRIOR TO PLANTING. PLANTS THAT SHOW OBVIOUS SIGNS OF DISTRESS FROM HEAT, OR LACK OF WATER, SHALL NOT BE INSTALLED. ROOT BALLS FOR ALL TREES SHALL BE COVERED WITH MULCH WHILE AWAITING PLANTING. UNLESS NOTED OTHERWISE, DECIDUOUS SHRUBS SHALL HAVE AT LEAST 5 CANES AT THE SPECIFIED SHRUB HEIGHT. ORNAMENTAL TREES SHALL HAVE NO 'V' CROTCHES AND SHALL BEGIN BRANCHING NO LOWER THAN 3' ABOVE THE ROOT FLARE. STREET AND BOULEVARD TREES SHALL BEGIN BRANCHING NO LOWER THAN 6' ABOVE THE ROOT FLARE. ANY CONIFEROUS TREE PREVIOUSLY PRUNED FOR CHRISTMAS TREE SALES SHALL NOT BE USED. ALL CONIFEROUS TREES SHALL HAVE A FULL, NATURAL FORM CONSISTENT WITH THE SPECIES. THE LANDSCAPE PLAN TAKES PRECEDENCE OVER THE PLANT SCHEDULE IF ANY DISCREPANCIES IN QUANTITIES EXIST. SPECIFICATIONS TAKE PRECEDENCE OVER NOTES. ALL PROPOSED PLANTS SHALL BE LOCATED AND STAKED AS SHOWN ON PLAN. LANDSCAPE ARCHITECT MUST APPROVE ALL STAKING PRIOR TO ANY DIGGING. NO PLANT MATERIAL SUBSTITUTIONS WILL BE ACCEPTED UNLESS APPROVAL IS REQUESTED OF THE LANDSCAPE ARCHITECT PRIOR TO THE SUBMISSION OF A BID AND/OR QUOTATION. ADJUSTMENTS IN LOCATION OF PROPOSED PLANT MATERIALS ARE OCCASIONALLY NEEDED IN THE FIELD. SHOULD AN ADJUSTMENT BE REQUIRED, THE LANDSCAPE ARCHITECT MUST BE NOTIFIED IN ADVANCE TO DISCUSS AN ACCEPTABLE MODIFICATION.. ALL PLANT MATERIALS SHALL BE FERTILIZED UPON INSTALLATION WITH DRIED BONE MEAL, OTHER APPROVED FERTILIZER MIXED IN WITH THE PLANTING SOIL PER THE MANUFACTURER'S INSTRUCTIONS OR MAY BE TREATED FOR SUMMER AND FALL INSTALLATION WITH AN APPLICATION OF GRANULAR 0-20-20 OF 12 OZ PER 2.5" CALIPER PER TREE AND 6 OZ PER SHRUB WITH AN ADDITIONAL APPLICATION OF 10-10-10 THE FOLLOWING SPRING IN THE TREE SAUCER. ALL PLANTING AREAS RECEIVING GROUND COVER, PERENNIALS, ANNUALS, AND/OR VINES SHALL RECEIVE A MINIMUM OF 8" DEPTH OF PLANTING SOIL CONSISTING OF AT LEAST 45 PARTS TOPSOIL, 45 PARTS PEA/COMPOST AND 10 PARTS SAND. ALL PLANTS SHALL BE INSTALLED PER THE PLANTING DETAILS. WRAPPING MATERIAL SHALL BE CORRUGATED PVC PIPING 1" GREATER IN CALIPER THAN THE TREE BEING PROTECTED OR QUALITY, HEAVY, WATERPROOF CREPE PAPER MANUFACTURED FOR TTHEIR PURPOSE. WRAP ALL DECIDUOUS TREES PLANTED IN THE FALL PRIOR TO 12-1 AND REMOVE ALL WRAPPING AFTER 5-1. IF THE LANDSCAPE CONTRACTOR IS CONCERNED OR PERCEIVES ANY DEFICIENCIES IN THE PLANT SELECTIONS, SOIL CONDITIONS OR ANY OTHER SITE CONDITION WHICH MIGHT NEGATIVELY AFFECT PLANT ESTABLISHMENT, SURVIVAL OR GUARANTEE, HE MUST BRING THESE DEFICIENCIES TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO PROCUREMENT AND/OR INSTALLATION. EDGING AND MAINTENANCE STRIPS: BLACK POWDER COATED STEEL EDGER TO BE USED TO CONTAIN SHRUBS, PERENNIALS, AND ANNUALS WHERE BED MEETS SOD/SEED UNLESS NOTED OTHERWISE. MAINTENANCE STRIPS SHALL HAVE EDGER AND MULCH AS SPECIFIED OR AS INDICATED ON DRAWINGS. MULCHING: ROCK MULCH OR COBBLE SHALL BE CLEAN AND FREE OF ANY SIGNIFICANT DIRT, SOIL, OR ORGANIC MATTER THAT WILL PROMOTE WEED GROWTH. HIGH QUALITY GEOTEXTILE FABRIC, WITH EDGES OVERLAPPED AT LEAST 12", SHALL BE PLACED UNDER ALL ROCK MULCH. ALL SHRUB BED MASSES SHALL RECEIVE 3" COMPACTED DEPTH LAYER OF BROWN SHREDDED WOOD MULCH WITH A UNIFORM TREATMENT OF PRE-EMERGENT HERBICIDE (PREEN OR EQUAL) APPLIED PRIOR TO MULCHING. ALL PERENNIAL PLANTING BEDS SHALL RECEIVE 3" COMPACTED DEPTH LAYER OF BROWN SHREDDED WOOD MULCH WITH A UNIFORM TREATMENT OF PRE-EMERGENT HERBICIDE (PREEN OR EQUAL) APPLIED PRIOR TO MULCHING. ALL TREES SHALL HAVE A MULCH RING (MINIMUM 48" DIAMETER) OF 4" DEEP SHREDDED HARDWOOD MULCH WITH NONE IN DIRECT CONTACT WITH TREE TRUNK. SPREAD GRANULAR PRE EMERGENT HERBICIDE (PREEN OR EQUAL) PER MANUFACTURER'S RECOMMENDED RATES UNDER ALL MULCHED AREAS INCLUDING TREE MULCH RINGS. IRRIGATION: VERIFY EXISTING/PROPOSED IRRIGATION SYSTEM LAYOUT AND CONFIRM LIMITS OF IRRIGATION PRIOR TO SUPPLYING SHOP DRAWINGS. UNLESS SPECIFICALLY NOTED OTHERWISE, THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN IRRIGATION LAYOUT PLAN AND SHOP DRAWING AS A PART OF THE SCOPE OF WORK WHEN BIDDING. THE IRRIGATION SHOP DRAWINGS SHALL BE REVIEWED BY THE LANDSCAPE ARCHITECT PRIOR TO ORDERING MATERIALS OR INSTALLATION. THE LANDSCAPE CONTRACTOR SHALL INSURE THAT ALL SODDED/SEEDED AND PLANTED AREAS ARE IRRIGATED PROPERLY, INCLUDING THOSE AREAS DIRECTLY AROUND AND ABUTTING BUILDING FOUNDATION. TURF OR OTHER SEEDED AREAS SHALL BE ON DIFFERENT ZONES THAN PLANTING BEDS IN ORDER TO CONTROL WATER FLOW TO DIFFERING PLANT SPECIES. IRRIGATION TRENCHES SHALL BE ADEQUATELY COMPACTED TO AVOID SETTLEMENT IN THE FUTURE. THE LANDSCAPE CONTRACTOR SHALL PROVIDE THE OWNER WITH A WATERING/LAWN IRRIGATION SCHEDULE APPROPRIATE TO THE PROJECT SITE CONDITIONS AND TO PLANT MATERIAL GROWTH REQUIREMENTS. SEEDING AND SODDING: SEED ALL AREAS DISTURBED DUE TO GRADING OTHER THAN THOSE AREAS NOTED TO RECEIVE SOD. SEED SHALL BE INSTALLED AND MULCHED PER MNDOT SPECS UNLESS OTHERWISE NOTED. ALL SEEDED AREAS WITH SLOPES STEEPER THAN 4:1 SHALL HAVE STRAW MAT, OR OTHER SUITABLE EROSION CONTROL METHODS, IN PLACE IMMEDIATELY AFTER SEEDING. WHERE SOD OR SEED ABUTS A PAVED SURFACE, FINISHED GRADE SHALL BE HELD 1" BELOW SURFACE ELEVATION OF TRAIL, SLAB, CURB, ETC. SOD SHALL BE LAID PARALLEL TO THE CONTOURS AND SHALL HAVE STAGGERED JOINTS. SOD MUST BE STAKED WITH WOOD LATH OR METAL STAKES ON SLOPES STEEPER THAN 3:1 OR IN DRAINAGE SWALES. CALENDAR OR CLIMATIC RESTRICTIONS: THE PREFERRED SODDING WINDOW IS FROM AUGUST 15th - OCTOBER 15th. HOWEVER, SOD MAY BE INSTALLED AT ANY TIME PROVIDED ADEQUATE IRRIGATION COVERAGE IS AVAILABLE. IF NO IRRIGATION IS AVAILABLE, THE CONTRACTOR IS RESPONSIBLE FOR SUPPLEMENTAL WATERING AS NEEDED FOR SOD ESTABLISHMENT. THE PREFERRED FALL SEEDING WINDOW, FOR SITES WITHOUT IRRIGATION, IS FROM AUGUST 15th - SEPTEMBER 15th. DORMANT SEEDING MAY OCCUR AFTER SOIL TEMPERATURES ARE CONSISTENTLY BELOW 45 DEGREES AND SHOULD GENERALLY NOT OCCUR PRIOR TO NOVEMBER 1st. LANDSCAPE PLANTING SHOULD GENERALLY OCCUR FROM MAY 1st - JUNE 15th OR FROM SEPTEMBER 1st - OCTOBER 15th. PLANTING OUTSIDE THESE DATES IS NOT RECOMMENDED, BUT CAN OCCUR WITH PROPER CARE OF NURSERY STOCK ON SITE AND WITH AMPLE WATERING. PLANTING SHALL NOT OCCUR IF TEMPERATURES ARE HIGHER THAN 85 F. DEGREES, OR IF WINDS EXCEED 15 MPH DURING PLANTING OPERATIONS. PROTECT ALL EXISTING OAKS ON SITE SCHEDULED TO REMAIN. IF EXISTING OAKS ARE DAMAGED IN ANY MANOR, ABOVE OR BELOW GROUND IN THE ROOT SYSTEM, AN ASPHALTIC TREE PRUNING PAINT SHOULD BE APPLIED IMMEDIATELY AFTER WOUNDING. OAKS ARE NOT TO BE PRUNED, REMOVED OR TRANSPLANTED BETWEEN APRIL 15th AND JULY 1st. OWNER ACCEPTANCE AND WARRANTY REQUIREMENTS THE CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST FOR OWNER ACCEPTANCE INSPECTION OF ALL LANDSCAPE AND SITE IMPROVEMENTS. THE CONTRACTOR IS RESPONSIBLE FOR ON-GOING MAINTENANCE OF ALL NEWLY INSTALLED MATERIALS UNTIL TIME OF OWNER ACCEPTANCE. ANY ACTS OF VANDALISM OR DAMAGE WHICH MAY OCCUR PRIOR TO OWNER ACCEPTANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL PROVIDE THE OWNER WITH A MAINTENANCE PROGRAM INCLUDING, BUT NOT NECESSARILY LIMITED TO, PRUNING, FERTILIZATION AND DISEASE/PEST CONTROL. AT A MINIMUM, THE CONTRACTOR SHALL GUARANTEE NEW PLANT MATERIAL THROUGH ONE CALENDAR YEAR FROM THE DATE OF OWNER ACCEPTANCE. THE WARRANTY (INCLUDINGT AT LEAST ONE FULL GROWING SEASON) FOR LANDSCAPE MATERIALS SHALL BEGIN ON THE DATE OF ACCEPTANCE BY THE LANDSCAPE ARCHITECT AFTER THE COMPLETION OF PLANTING OF ALL LANDSCAPE MATERIALS. PARTIAL ACCEPTANCE WILL NOT BE CONSIDERED. REPRODUCIBLE AS-BUILT DRAWING(S) OF ALL LANDSCAPE INSTALLATION AND SITE IMPROVEMENTS UPON COMPLETION OF CONSTRUCTION INSTALLATION AND PRIOR TO PROJECT ACCEPTANCE. PLANTING NOTES: GRAPHIC MATERIAL ROCK MULCH SOD BLUEGRASS PEAT SOD ON AT LEAST 4" TOPSOIL SPECIFICATION NOTES 1.5" DIAMETER CRUSHED GRANITE ROCK MULCH OVER FILTER FABRIC N/A 3" DEPTH GROUNDCOVER SCHEDULE: GRANITE COBBLE 4-8" DIAMETER GRANITE COBBLE OVER FILTER FABRIC 6-8" DEPTH HERITAGE COMMONS RESTAURANTS Lakeville, Minnesota 25-001 CITY SUBMITTAL | 01-24-2025 CITY COMMENTS | 04-15-2025 CITY COMMENTS | 05-28-2025 PK PK SHRUB & PERENNIALPLANTING PLAN L1-2 Page 377 of 445 Page 1 of 1Date:1/28/2025DISCLAIMER: Based on the information provided, all dimensions and luminaire locationsshown represent recommended positions. Actual performance of any manufacturer's luminairesmay vary due to changes in electrical voltage, tolerance in LEDs and othervariable field conditions. Calculations do not include obstructions such as buildings,curbs, landscaping or any other architectural elements unless noted.Fixture nomenclature to be finalized by engineer and/or architect.This drawings is for photometric evaluation purposes only andshould not be used as a construction document or as a final documentfor ordering product.Designed By: K. TomczakScale: 1" = 20'CHIPOTLE HERITAGE COMMONSChecked By: Rob ChasseLuminaire ScheduleSymbolQtyCalculation SummaryLabelUnitsAvgTypeMountingHeightLum. WattsMaxMinAvg/MinMax/MinOverall SiteLuminaire LumensLLFDescription[MANUFAC]Fc1.026.50.0N.A.N.A.Parking LotFc1.936.52P123104127920.900NV-1-T4-48L-7-50K-UNV 20FT POLE ON 3FT BASENLS Lighing LLC0.53.864P2237191590.900NV-1-T2-32L-7-50K-UNV 20FT POLE ON 3FT BASENLS Lighing LLC2P3-223104148720.900NV-1-T5W-48L-7-50K7 20FT POLE ON 3FT BASENLS LIGHTING13.00DHYRICHARD J. AMES MEMORIALHIGHWAY(CSAHNO.50)DODD BOULEVARD (CSAH NO.9)DIGITALPICKUPAHEADEPEPEMTPSSHYDEEEETPTPH.H.STESTESTE985985985985985986984986984983.24 FL985.02 FL980.05 (S)983.75 FL984.98 FLPLM972.83 (E/N)983.18 TOC8" PVC8" PVCDDDP1MH: 23P1MH: 23MH: 23P2P2MH: 23P2MH: 23P2MH: 23MH: 23P3-2MH: 23P3-20.00.00.00.00.00.00.00.43.0 2.6 2.1 1.6 1.4 1.7 2.0 2.1 2.3 2.7 3.02.11.22.50.2 0.10.0 0.1 0.1 0.1 0.5 1.20.9 1.20.82.30.32.2 1.8 1.5 1.3 1.6 1.8 1.9 1.9 2.5 3.1 2.23.10.52.90.20.0 0.0 0.1 0.1 0.6 1.31.0 1.4 1.7 2.02.61.03.02.6 3.0 3.3 3.3 2.9 2.5 1.9 1.6 1.7 1.9 2.01.62.71.12.0 1.0 0.4 0.2 0.10.1 0.2 0.4 0.6 0.71.22.12.33.0 3.1 3.1 2.8 2.4 1.8 1.6 1.7 1.9 2.2 2.52.03.11.51.1 0.4 0.2 0.10.1 0.1 0.2 0.2 0.5 1.00.82.52.90.31.2 1.4 1.5 1.7 2.5 3.4 2.7 1.2 0.5 0.3 0.22.60.21.50.8 2.4 6.51.4 1.9 2.2 2.4 2.4 2.3 2.2 2.00.12.20.01.4 2.2 3.0 2.3 1.1 0.4 0.2 0.10.1 0.21.10.81.35.6 2.11.6 2.1 2.5 2.8 2.8 2.7 2.4 2.0 1.71.30.40.21.81.4 1.3 1.4 1.6 1.7 1.8 2.5 3.5 2.9 1.31.90.32.20.0 0.1 0.1 0.2 0.8 2.71.1 1.5 1.8 2.0 2.30.80.60.12.71.2 1.3 1.5 1.6 1.9 2.6 3.8 3.5 1.5 0.81.60.21.60.1 0.2 0.5 1.4 4.41.3 1.6 1.9 2.1 2.2 2.2 2.30.30.11.0 0.9 0.9 1.0 1.2 1.2 1.2 1.4 1.9 2.2 1.51.00.21.40.10.0 0.0 0.0 0.0 0.1 0.1 0.3 0.8 1.40.90.60.11.4 1.3 1.6 2.3 2.8 1.7 0.8 0.3 0.2 0.10.01.10.11.30.1 0.2 0.6 1.6 3.0 3.3 3.6 2.4 2.0 1.9 1.71.30.00.50.4 0.5 0.4 0.4 0.5 0.6 0.8 0.9 0.9 0.7 0.61.30.50.10.5 0.6 0.8 0.8 0.8 0.6 0.6 0.5 0.3 0.1 0.10.61.31.3 1.7 1.5 1.3 1.0 0.9 0.8 0.8 0.7 0.8 0.90.21.10.11.3 1.3 1.0 0.5 0.2 0.1 0.10.0 0.0 0.0 0.01.11.01.91.2 0.8 0.8 0.9 1.0 1.2 1.2 1.4 1.9 2.3 2.61.32.40.81.4 1.3 1.5 1.7 1.7 2.0 2.8 3.8 3.1 1.3 0.62.61.81.1 1.3 1.7 2.3 2.8 2.9 3.0 2.7 2.3 1.7 1.41.31.91.22.0 2.7 3.3 2.2 1.0 0.5 0.3 0.20.1 0.3 0.50.11.66.50.31.0 0.5 0.2 0.10.0 0.1 0.2 0.4 0.5 0.93.54.22.75.3 3.1 2.0 1.8 1.6 1.5 1.5 1.5 1.5 1.3 1.11.12.01.31.10.2 0.5 0.9 1.3 1.4 1.8 2.3 1.8 1.6 1.42.61.30.21.5 1.8 2.0 2.0 1.8 1.5 1.2 1.2 1.3 1.6 1.6 1.91.40.60.3 0.4 0.7 1.8 2.3 1.6 1.4 1.1 1.1 1.1 1.10.21.50.40.1 0.1 0.00.0 0.0 0.0 0.0 0.0 0.0 0.10.11.60.00.5 0.3 0.3 0.4 0.6 0.8 1.2 1.3 0.5 0.1 0.00.40.00.40.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.3 0.40.30.03.10.1 0.1 0.2 0.3 0.4 0.5 0.7 0.9 1.1 1.4 1.60.12.00.04.4 2.82.2 4.4 1.3 0.5 0.2 0.10.0 0.01.21.71.40.3 0.4 0.6 0.8 0.8 0.8 0.8 1.1 1.8 3.6 6.10.12.80.01.1 1.1 1.2 1.8 2.8 0.8 0.2 0.1 0.10.0 0.00.35.00.10.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.10.70.10.00.1 0.2 0.2 0.1 0.1 0.0 0.0 0.1 0.3 0.6 0.70.10.00.00.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.10.00.10.00.0 0.0 0.1 0.2 0.3 0.4 0.2 0.1 0.0 0.00.00.00.10.00.40.9 1.0 0.5 0.1 0.0 0.00.0 0.0 0.0 0.00.20.00.10.1 0.1 0.1 0.1 0.2 0.2 0.3 0.2 0.2 0.2 0.20.10.00.10.50.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.10.50.10.10.2 0.2 0.2 0.1 0.1 0.2 0.2 0.3 0.3 0.2 0.1 0.10.11.11.7 1.2 1.1 1.3 1.7 2.4 2.7 3.1 3.1 2.7 2.30.11.30.21.0 0.8 0.8 0.9 1.0 1.1 1.1 2.0 2.0 1.00.01.70.72.1 2.6 2.7 2.7 2.5 2.0 1.5 1.2 1.0 0.8 0.71.60.70.80.6 0.5 1.6 1.6 0.8 0.2 0.1 0.10.1 0.1 0.10.10.61.72.4 1.1 0.4 0.2 0.10.1 0.2 0.3 0.5 1.3 4.20.31.41.42.3 2.8 3.0 3.1 2.9 2.4 1.9 1.6 1.4 1.1 1.02.13.30.1 0.1 0.2 0.3 1.0 2.4 2.0 1.3 1.2 1.3 1.82.72.82.03.2 2.9 2.4 1.8 1.4 1.2 1.0 0.9 1.0 1.0 1.11.02.40.90.4 0.5 0.6 0.7 0.9 1.0 1.2 1.5 1.6 1.6 1.41.61.10.10.75.6 2.0 0.7 0.3 0.20.0 0.0 0.1 0.2 0.41.21.50.2 0.2 0.3 0.4 0.6 0.7 0.9 1.1 1.4 1.6 1.80.41.80.21.3 1.12.1 6.4 2.4 0.8 0.4 0.20.0 0.0 0.10.81.80.80.71.4 1.8 2.1 2.3 2.3 2.0 1.7 1.3 1.1 0.90.92.20.90.2 0.1 0.10.1 0.1 0.1 0.2 0.7 1.5 1.5 1.10.00.70.61.20.8 0.9 1.1 1.3 1.6 1.8 1.8 1.6 1.4 1.11.10.80.83.8 1.1 0.4 0.2 0.10.0 0.1 0.1 0.2 0.6 1.1 1.11.0Parking LotIlluminance (Fc)Average = 1.93Maximum = 6.5Minimum = 0.5Avg/Min Ratio = 3.86Max/Min Ratio = 13.00EXHIBIT HPage 378 of 445 FINISHED FLOOR 100' - 0" T.O. STOREFRONT 110' - 0" T.O. PARAPET 119' - 4" T.O. TOWER PARAPET 120' - 8" B.O. EXT SOFFIT FRAMING 110' - 8" B.O. CANOPY 107' - 2" 1 12 TYP. 313 TYP. 14 TYP. 14 TYP. 15 11 MTL-2 BR-2EF-1 MTL-1 BR-1 STN-1 2 11' - 6"BLOCK 15 SF 2% BRICK 93 SF 12% STOREFRONT 309 SF 40% EIFS 305 SF 39% BRAKE METAL 53 SF 7% TOTAL 775 SF 100% 2 22 22 23 FINISHED FLOOR 100' - 0" T.O. STOREFRONT 110' - 0" T.O. PARAPET 119' - 4" T.O. TOWER PARAPET 120' - 8" B.O. EXT SOFFIT FRAMING 110' - 8" 1 2 3 1 45678894 MTL-1 EF-1 BR-1 MTL-2 MTL-1 EF-1 BR-2 8' - 0"14 15 PT-2 22 23STN-1 2 BLOCK 158 SF 12% BRICK 764 SF 58% STOREFRONT 110 SF 9% EIFS 270 SF 20% BRAKE METAL 12 SF 1% TOTAL 1,314 SF 100% 22 222 TYP. 24 BR-222 2626 EQ EQ EQ EQ FINISHED FLOOR 100' - 0" T.O. STOREFRONT 110' - 0" T.O. PARAPET 119' - 4" T.O. TOWER PARAPET 120' - 8" B.O. EXT SOFFIT FRAMING 110' - 8" T.O. PARAPET LADDER 115' - 4" 2 1 16 10 13 17 18 19 20 21 1 2 MTL-2 BR-2 MTL-1 EF-1 MTL-1 EF-1 BR-1 PT-28' - 0"PT-2 EQ EQ 22 23STN-1 MTL-22 BLOCK 96 SF 13% BRICK 370 SF 49% EIFS 270 SF 34% HM DOOR 27 SF 4% TOTAL 763 SF 100% 2 22 22 BR-2 FINISHED FLOOR 100' - 0" T.O. STOREFRONT 110' - 0" T.O. PARAPET 119' - 4" T.O. TOWER PARAPET 120' - 8" B.O. EXT SOFFIT FRAMING 110' - 8" B.O. CANOPY 107' - 2" 1 TYP. 3 1010' - 0"TYP. 11 MTL-1 EF-1 BR-1 TYP. 14 TYP. 15 22 2 23 STN-1 BLOCK 71 SF 5% BRICK 212 SF 16% STOREFRONT 369 SF 29% EIFS 586 SF 45% BRAKE METAL 62 SF 5% TOTAL 1,300 SF 100% 25 5109 1' - 0" 22 BR-2 SEAL SHEET NUMBER: REVISION DATE ISSUE DATE TITLE: PROJECT NO. DRAWN BY CHECKED BY PROJECT INFORMATION CLIENT CONSULTANT PAUL TUCCI 2C DEVELOPMENT 11985 TECHNOLOGY DRIVE SUITE 110 EDEN PRAIRIE, MN 55344 © COPYRIGHT WILKUS ARCHITECTSNOT FORCONSTRUCTIONA-700 02/28/2025 2025-0010 SAS, BLH BMT PERMIT SET DODD BLVD & HERITAGE DRIVELAKEVILLE, MN 55044LAKEVILLE HERITAGECOMMONS SHELLEXTERIOR ELEVATIONS SCALE: 1/4" = 1'-0" EXTERIOR ELEVATION3 SCALE: 1/4" = 1'-0" EXTERIOR ELEVATION2 SCALE: 1/4" = 1'-0" EXTERIOR ELEVATION4 SCALE: 1/4" = 1'-0" EXTERIOR ELEVATION1 KEYNOTE LEGEND 1 EIFS - REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. 2 PREFINISHED METAL COPING. 3 THERMALLY BROKEN ALUMINUM STOREFRONT SYSTEM WITH 1" INSULATED GLAZING - CAULK AROUND ENTIRE PERIMETER OF OPENINGS. 4 STAINLESS STEEL COW TOUNGE OVERFLOW ROOF DRAIN DISCHARGE. 5 PREFINISHED METAL CANOPY W/ INTEGRAL LIGHTING. 6 PREFINISHED DARK BRONZE ALUMINUM PASS-THRU WINDOW WITH INTEGRATED INTERIOR AIR CURTAIN, TRANSOM AND SIDELITES - CAULK AROUND ENTIRE PERIMETER OF OPENING. 7 8" CONCRETE SAFETY BOLLARD. 8 WALL PACK LIGHT (X6). 9 LED CHANNEL LIGHT (X9) - LENGTH TO MATCH CANOPY 10 EXTERIOR EMERGENCY LIGHT (E2). 11 EIFS JOINT ALIGNED WITH BUILDING ELEMENTS AS SHOWN - REFER TO MANUFACTURER'S RECOMMENDATION FOR SPACING REQUIREMENTS. 12 DASHED LINE INDICATES EXTENTS OF BLOCKING TO BE PROVIDED BY GENERAL CONTRACTOR - PROVIDE ELECTRICAL ACCESS AS REQUIRED - COORDINATE ADDITIONAL REQUIREMENTS WITH TENANT SIGNAGE VENDOR. FINAL SIGNAGE TO BE DETERMINED BY SIGNAGE VENDOR UNDER A SEPERATE PERMIT. 13 FROST PROOF WALL HYDRANT. 14 PREFINISHED BRAKE METAL - MATCH STOREFRONT FINISH. 15 BRAKE METAL SEAM LOCATION, MAINTAIN ALIGNMENT WITH ADJACENT FINISHES. 16 INSULATED HOLLOW METAL DOOR AND FRAME - CAULK AROUND ENTIRE PERIMETER OF OPENING. 17 ELECTRICAL METER. 18 ELECTRICAL FUSED DISCONNECT SWITCH. 19 EXTERIOR ROOF LADDER WITH LOCKING GATE. 20 GAS METER 21 DOOR BELL - MOUNT BETWEEN 36" AND 48" ABOVE GRADE. 22 FACE BRICK VENEER - RUNNING BOND - REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. 23 STONE VENEER - RUNNING BOND - REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. 24 MASONRY CONTROL JOINTS ALIGNED WITH BUILDING ELEMENTS AS SHOWN - REFER TO MANUFACTURER'S RECOMMENDATIONS FOR SPACING REQUIREMENTS 25 6" HIGH VINYL BUILDING ADDRESS NUMBERS - COORDINATE REQUIREMENTS WITH AUTHORITIES HAVING JURISDICTION. 26 CONCRETE SPLASH BLOCK. EXT. ELEV GENERAL NOTES A.METAL CANOPY IS AVAILABLE FROM AMERICAN PRODUCTS, INC. (API), PHONE: (813)-925-0144, E-MAIL: BIDS@AMERICANPROD.COM EXTERIOR FINISH SCHEDULE FINISH MATERIAL COLOR REMARKS BR-1 FACEBRICK - ELDORADO STONE HARTFORD TUNDRABRICK BR-2 FACEBRICK - ELDORADO STONE RIVERBED TUNDRABRICK STN-1 STONE VENEER - ARRISCRAFT DRIFTWOOD RENAISSANCE SANDBLASTED FINISH EF-1 EIFS MATCH PT-1 MTL-1 PREFINISHED METAL COPING MATCH PT-1 MTL-2 PREFINISHED METAL COPING MATCH PT-2 PT-1 PAINT SW 9087 SMOKEY BEIGE PT-2 PAINT PPG #1001-6 "KNIGHT'S ARMOR" FLAT FINISH 1 PLANNING COMMENTS 04-28-2025 EXTERIOR MATERIAL TOTALS BLOCK 340 SF 8% BRICK 1439 SF 35% STOREFRONT 788 SF 19% EIFS 1431 SF 34% BRAKE METAL 127 SF 3% HM DOOR 27 SF 1% TOTAL 4,152 SF 100% BR-2 BR-1 STN-1 EXAMPLE FINISHES: April 28, 2025 EXHIBIT I Page 379 of 445 FINISHED FLOOR100' - 0"T.O. STOREFRONT111' - 0"T.O. PARAPET120' - 0"BR-1EIFSSDG-1SDG-11TYP.28' - 0"31456EQEQEIFSMTL-11719TYP.18143TYP.13TYP.1818BRICK/BLOCK: 198 SFCOMPOSITE SIDING: 241 SFGLASS: 321 SFEIFS: 453 SFMETAL: 142 SFBR-2STN-1MTL-1BR-1BR-2MTL-1MTL-1MTL-1MTL-1FINISHED FLOOR100' - 0"T.O. STOREFRONT111' - 0"T.O. PARAPET120' - 0"MTL-1EIFSSDG-1BR-13113144TYP.21215EQEQ1819BRICK: 415 SFGLASS: 172 SFEIFS: 166 SFCOMPOSITE SIDING: 41 SFMETAL: 69 SFEQEQSTN-1BR-2BR-1BR-2MTL-1MTL-1FINISHED FLOOR100' - 0"T.O. STOREFRONT111' - 0"T.O. PARAPET120' - 0"T.O. PARAPET LADDER116' - 0"MTL-1SDG-1EIFSBR-117891011412111616BR-1SDG-1EIFS1513202043314212317BRICK: 857 SFCOMPOSITE SIDING: 144 SFGLASS: 20 SFEIFS: 142 SFMETAL: 34 SF19STN-1BR-2BR-1BR-2STN-1BR-2BR-1BR-1MTL-118MTL-1MTL-1MTL-1TYP.24' - 0"4' - 0"4' - 0"4' - 0"2424FINISHED FLOOR100' - 0"T.O. STOREFRONT111' - 0"T.O. PARAPET120' - 0"BR-1EIFSSDG-1MTL-141EQEQ1418201322153BRICK: 603 SFCOMPOSITE SIDING: 43 SFGLASS: 91 SFEIFS: 100 SFMETAL: 31 SF4EQEQTYP.2STN-1BR-2BR-1BR-2BR-1STN-1BR-2BR-1BR-219MTL-1MTL-1SEALSHEET NUMBER:REVISIONDATEISSUEDATETITLE:PROJECT NO.DRAWN BYCHECKED BYPROJECT INFORMATIONCLIENTCONSULTANT2C DEVELOPMENTPAUL TUCCI11985 TECHNOLOGY DRIVESUITE #110EDEN PRAIRIE, MN 55344© COPYRIGHT WILKUS ARCHITECTSNOT FORCONSTRUCTIONA-7001/28/20252023-0205BMT6-PACK6-PACK REVISED 05/23/2025DODD BLVD & HERITAGE DRIVELAKEVILLE, MN 55044LAKEVILLE STARBUCKSSHELL BUILDINGEXTERIORELEVATIONSSCALE: 1/4" = 1'-0"WEST EXTERIOR ELEVATION1KEYNOTE LEGENDEXTERIOR FINISH SCHEDULE1 PREFINISHED METAL CANOPY2 WALL SCONCE3 DRYVIT EIFS SYSTEM, RAKED FINISH4 CANOPY DOWNSPOUTS CONNECT TO UNDERGROUND STORM DRAIN5EIFS JOINT - REFER TO MANUFACTURER'S RECOMMENDATION FOR SPACINGREQUIREMENTS6VINYL ADDRESS DECALS - COORDINATE REQUIREMENTS WITH AUTHORITIESHAVING JURISDICTION7 GAS METER8 ELECTRICAL METER9 ELECTRICAL FUSED DISCONNECT SWITCH10 DOOR BELL REFER TO DOOR HARDWARE11INSULATED HOLLOW METAL SERVICE DOOR AND FRAME, PAINT TO MATCHADJACENT FINISH12 LOCKABLE FROST FREE HOSE BIBB13THERMALLY BROKEN PREFINISHED ALUMINUM STOREFRONT SYSTEM, COLOR:DARK BRONZE ANODIZED14BELGIAN BOARD COMPOSITE SIDING - ALUMINUM TRIM POWDER COATED TOMATCH CLADDING15BLOCKING FOR FUTURE TENANT SIGNAGE, COORDINATE ALL FINAL LOCATIONSWITH TENANT SIGNAGE VENDOR SHOP DRAWINGS. GC TO PROVIDE J-BOX W/ PULLSTRING FOR FUTURE BUILDING SIGNAGE. GC TO PROVIDE SIGNAGE DISCONNECTON INSIDE FACE OF WALL16PRIMARY ROOF SCUPPER, COLLECTOR BOX AND DOWNSPOUT - CONNECT TOUNDERGROUND STORM DRAIN TYP., COLOR TO MATCH ADJACENT FINISH17 GFCI OUTLET - SEE ELECTRICAL FOR FURTHER INFORMATION18 PREFINISHED BRAKE METAL19 PREFINISHED METAL COPING20 BOLLARD - COLOR TO MATCH RAL#7021 MATTE BLACK21EXTERIOR ROOF LADDER WITH LOCKING GATE PAINTED TO MATCH ADJACENTFINISH22READY ACCESS 275 1/4" TEMPERED PICK-UP WINDOW WITH AIR CURTAIN, COLOR:DARK BRONZE ANODIZED. WINDOW SHELF. ALL DRIVE-THRU WINDOW EQUIPMENT(WINDOW, AIR CURTAIN, AND SHELF) ARE TO BE READY ACCESS MODELS23 EXTERIOR EMERGENCY LIGHT24OVERFLOW SCUPPER SET 2" ABOVE LEVEL OF MAIN SCUPPER - COLOR TO MATCHADJACENT FINISHTAG MANUF.COLORREMARKSS/B I/BBR-1 ELDORADO STONE HARTFORDTUNDRABRICKRUNNING BOND | MORTAR TBD GC GCBR-2 ELDORADO STONE RIVERBEDTUNDRABRICKRUNNING BOND | MORTAR TBD GC GCEIFS DRYVITSW 9087 SMOKEYBEIGERAKED FINISHGC GCMTL-1 PAC CLAD OR EQ MT0028 FLAT BLACK PRE-FINISHEDGC GCSDG-1 NEW TECHBRAZILIAN IPE BELGIAN BOARDGC GCSTN-1 ARRISCRAFT DRIFTWOODRENAISSANCESANDBLAST FINISH | RUNNINGBOND | MORTAR TBDGC GCSCALE: 1/4" = 1'-0"SOUTH EXTERIOR ELEVATION4SCALE: 1/4" = 1'-0"EAST EXTERIOR ELEVATION2SCALE: 1/4" = 1'-0"NORTH EXTERIOR ELEVATION3MATERIAL QUANTITIESMATERIAL AREA %BRICK/CMU:2093 SF50%GLASS: 604 SF15%EIFS: 814 SF19%COMPOSITE SIDING: 406 SF10%METAL: 269 SF 6%TOTAL:4,184 SFBR-2BR-1STN-1EXAMPLE FINISHES:Page 380 of 445 SEALSHEET NUMBER:REVISIONDATEISSUEDATETITLE:PROJECT NO.DRAWN BYCHECKED BYPROJECT INFORMATIONCLIENTCONSULTANT2C DEVELOPMENTPAUL TUCCI11985 TECHNOLOGY DRIVESUITE #110EDEN PRAIRIE, MN 55344© COPYRIGHT WILKUS ARCHITECTSNOT FORCONSTRUCTIONA-7011/28/20252023-0205BMT6-PACK6-PACK REVISED 05/23/2025DODD BLVD & HERITAGE DRIVELAKEVILLE, MN 55044LAKEVILLE STARBUCKSSHELL BUILDINGEXTERIORPERSPECTIVESSCALE:PERSPECTIVE FROM SOUTHEAST1SCALE:PERSPECTIVE FROM NORTHWEST2Page 381 of 445 10S64° 2 6 ' 2 5 " E 8 0 . 0 0 S3 7 ° 5 5 ' 3 6 " E 6 8 . 0 0 N 3 7 ° 5 5 ' 4 0 " W 1 8 3 . 1 9 N00°02'12"E 99.71N00°00'29"W 298.65N89°59'31"E 156.92 N14°49'48"E25.79R=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.= N 5 2 °2 6'23"WN 4 7 ° 4 9 ' 1 8 " W 7 2 . 3 5 R= 6 8 4 .0 0 L = 2 4 7.1 7 Δ =20°42'15" C.B.=S58°10'25"EN24°05'55"E 145.62N00°02'12"E 238.11R=1814.86 L=208.46 Δ=6°34'52"C.B.=S84°59'35"E S89°57'48"E 12.68 10EXISTING 10' PUBLIC DRAINAGE & UTILITY EASEMENTPER PLAT OF HERITAGE COMMONS 5TH ADDITION AND PER PLAT OF HERITAGE COMMONS 6TH ADDITION 10 10EXISTING 5' PUBLIC DRAINAGE & UTILITY EASEMENTPER PLAT OF HERITAGE COMMONS 6TH ADDITION 5 EXISTING 10' PUBLIC DRAINAGE & UTILITY EASEMENTPER PLAT OF HERITAGE COMMONS 5TH ADDITION AND PER PLAT OF HERITAGE COMMONS 6TH ADDITION Easement Vacation Exhibit for: HVP V EPIC Heritage, LLC FILE:..\230328\500 Drawings\Survey\230328 Outlot A Easement Vacation Exhibit.dwg 324 Garfield St. South | Cambridge, MN 55008 763.219.1235 | LHBcorp.com I hereby certify that this plan, specification, or report was prepared byme or under my direct supervision and that I am a duly Licensed LandSurveyor under the laws of the State of Minnesota. Kyle J. Roddy , MN PLS 42627 Signature:Date:05/14/2025 0 4020 (SCALE IN FEET) DENOTES EASEMENT AREA TO BE VACATED All drainage and utility easements lying within Outlot A, HERITAGE COMMONS 6TH ADDITION, that were dedicated to the public on the plats of HERITAGE COMMONS 5TH ADDITION and HERITAGE COMMONS 6TH ADDITION, Dakota County, Minnesota. EASEMENT AREA TO BE VACATED Outlot A, HERITAGE COMMONS 6TH ADDITION, Dakota County, Minnesota. SUBJECT PROPERTY DESCRIPTION EXHIBIT J Page 382 of 445 Dakota County Surveyor’s Office Western Service Center  14955 Galaxie Avenue  Apple Valley, MN 55124 952.891-7087  Fax 952.891-7127  www.co.dakota.mn.us April 24, 2025 City of Lakeville 20195 Holyoke Ave. Lakeville, MN 55044 Re: HERITAGE COMMONS 10TH ADDITION The Dakota County Plat Commission met on April 23, 2025, to consider the preliminary plat of the above referenced plat. The plat is adjacent to CSAH 9 (Dodd Blvd.) and CSAH 50 (Kenwood Tr.) and is therefore subject to the Dakota County Contiguous Plat Ordinance. The development is located in the northeast quadrant of the CSAH 9 (Dodd Blvd) and CSAH 50 intersection. The site includes two commercial buildings with drive-thrus. Access to the site will be from internal roadways with no direct access to CSAH 9 or CSAH 50. Restricted access should be shown along all of CSAH 9 and CSAH 50. A quit claim deed to Dakota County for restricted access along CSAH 9 and CSAH 50 is required to accompany the recording of the plat. The future right-of-way needs for a 4-lane divided roadway for CSAH 9 and CSAH 50 are 75 feet of half right of way. CSAH 9 includes 50 feet of existing right of way and requires dedication of an additional 25 feet to meet the 75-foot needs. CSAH 50 appears to show the 75 feet of half right of way. As noted, the Plat Commission recommended screening/buffering along the road right of way to minimize or prevent drive-thru traffic headlights onto the County Road System. Also, recommended an internal driveway connection for Lake Marian Collision that would provide alternate internal access versus only one access to the County Road System. The Plat Commission has approved the preliminary and final plat, provided that the described conditions are met, and will recommend approval to the County Board of Commissioners on May 20, 2025. Traffic volumes on CSAH 9 and CSAH 50 are 15,938 and 16,048 ADT, respectively, and are anticipated to be 16,000 and 14,900 ADT by the year 2040. No work shall commence in the County right of way until a permit is obtained from the County Transportation Department and no permit will be issued until the plat has been filed with the County Recorder’s Office. The Plat Commission does not review or approve the actual engineering design of proposed accesses or other improvements to be made in the right of way. Nothing herein is intended to restrict or limit Dakota County’s rights with regards to Dakota County rights of way or property. The Plat Commission highly recommends early contact with the Transportation Department to discuss the permitting process which reviews the design and may require construction of highway improvements, including, but not limited to, turn lanes, drainage features, limitations on intersecting street widths, medians, etc. EXHIBIT K Page 383 of 445 Please contact TJ Bentley regarding permitting questions at (952) 891-7115 or Todd Tollefson regarding Plat Commission or Plat Ordinance questions at (952) 891-7070. Sincerely, Todd B. Tollefson Secretary, Plat Commission c: John Batsell, Developer Page 384 of 445 Date: 7/7/2025 Crossroads East Third Addition Preliminary and Final Plat and CUP Proposed Action Staff recommends adoption of the following motion: Move to approve: 1) a resolution approving the Crossroads East Third Addition preliminary and final plat, and 2) a conditional use permit for Lakeville Family Pet Clinic and adopt the findings of fact. Overview LFPC Properties LLC (Lakeville Family Pet Clinic) representatives are requesting approval of the Crossroads East Third Addition preliminary and final plat, which consists of one commercial lot and one outlot on 2.19 acres located north of 175th Street and west of Glacier Way. A conditional use permit is also required for the proposed veterinary clinic use. Lakeville Family Pet Clinic was granted a CUP in 2016 for their current location, one block west of this proposed site in a multi-tenant building within the Crossroads development. A 9,000 square foot veterinary clinic is proposed to be constructed at the corner of 175th Street and Glacier Way. There will be one undeveloped lot remaining in the Crossroads East development after this project. The Planning Commission held a public hearing on the preliminary plat and conditional use permit applications at their June 26, 2025 meeting. There was no public comment. The Planning Commission unanimously recommended approval of the project. Engineering and Parks and Recreation staff have reviewed the plans. Final plat approval is subject to the execution of the Stormwater Maintenance Agreement (SMA) for the parcel. The Developer and property owner are working with City staff on the details of the agreement. Once finalized, it will be brought forward to City Council for approval. Supporting Information 1. Preliminary and Final Plat Resolution 2. Conditional Use Permit and Findings of Fact 3. Signed Development Contract 4. June 26, 2025 draft Planning Commission meeting minutes 5. June 11, 2025 Planning & Engineering Memos 6. Exhibits A-H 7. Exhibits I-L Page 385 of 445 Financial Impact: $0 Budgeted: No Source: Envision Lakeville Community Values: Diversified Economic Development Report Completed by: Kris Jenson, Planning Manager Page 386 of 445 (Reserved for Dakota County Recording Information) CITY OF LAKEVILLE DAKOTA COUNTY, MINNESOTA RESOLUTION NO. 25-_____ RESOLUTION APPROVING THE PRELIMINARY AND FINAL PLAT OF CROSSROADS EAST THIRD ADDITION WHEREAS, the owner of the plat described as Crossroads East Third Addition has requested preliminary and final plat approval; and WHEREAS, the preliminary plat was reviewed by the Planning Commission and recommended for approval; and WHEREAS, the preliminary and final plat meets Subdivision Ordinance requirements; NOW, THEREFORE, BE IT RESOLVED by the Lakeville City Council: 1. The Crossroads East Third Addition preliminary and final plats are hereby approved subject to City Council approval of the Stormwater Maintenance agreement. 2. The Mayor and City Clerk are hereby authorized to the final plat mylars and the development contract. Page 387 of 445 3. The City Clerk is directed to file a certified copy of this resolution with the Dakota County Recorder. ADOPTED by the Lakeville City Council this 7th day of July 2025. 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. 25-____ 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 7th day of July 2025 as shown by the minutes of said meeting in my possession. ________________________ Ann Orlofsky, City Clerk (SEAL) Page 388 of 445 1 (Reserved for Dakota County Recording Information) CITY OF LAKEVILLE DAKOTA COUNTY, MINNESOTA CONDITIONAL USE PERMIT NO. 25-____ 1. Permit. Subject to the terms and conditions set forth herein, the City of Lakeville approves a Conditional Use Permit to Lakeville Family Pet Clinic to allow a veterinary clinic use in the Crossroads Planned Unit Development. 2. Property. The permit is for the following described property located in the City of Lakeville, Dakota County, Minnesota and legally described as follows: Lot 1, Block 1, Crossroads East Third Addition 3. Conditions. The permit is issued subject to the following conditions: a) Implementation of the recommendations listed in the June 11, 2015 engineering report. b) The site shall be developed according to the preliminary and final plat and site plans approved by the City Council. c) An agreement for shared driveway access and parking shall remain in full force and effect at all times between the lots in Crossroads East Commercial development. d) The fencing for the relief yard must be an opaque design and maintenance free material. e) A sign permit is required prior to the installation of any signage. f) Exterior lighting shall be downcast only and shall not glare onto road right-of-way. g) Snow storage shall not occur within required parking spaces. Page 389 of 445 2 h) The landscaping shall be installed in accordance with the approved landscape plan, dated June 30, 2025. A $63,320 security shall be submitted to guarantee installation of he approved landscaping. Prior to a landscape inspection, an as-built landscape plan must be submitted to the City. 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 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 and extension is approved by the Zoning Administrator. Dated: July 7, 2025 CITY OF LAKEVILLE BY:________________________ Luke M. Hellier, Mayor BY:________________________ Ann Orlofsky, City Clerk The following instrument was acknowledged before me this 7th day of July, 2025 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 390 of 445 1 CITY OF LAKEVILLE DAKOTA COUNTY, MINNESOTA LAKEVILLE FAMILY PET CLINIC CONDITIONAL USE PERMIT FINDINGS OF FACT AND DECISION On June 26, 2025 the Lakeville Planning Commission met at its regularly scheduled meeting to consider the application of Lakeville Family Pet Clinic (LFPC Properties LLC) for a conditional use permit to allow a veterinary clinic use in the PUD District. 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 PUD District and underlying C-3, General Commercial District. 2. The property is located in Planning District 5, Cedar Corridor, and is designated as Commercial on the Comprehensive Land Use Plan. 3. The legal description of the property is: Lot 1, Block 1, Crossroads East Third Addition 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 veterinary clinic use is consistent with the commercial designation of Planning District 5 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 veterinary clinic use is compatible with existing and future land uses in the area. Page 391 of 445 2 c) The proposed use conforms with all performance standards contained in the Zoning Ordinance and the City Code. Finding: The proposed veterinary clinic use will conform to all performance standards set forth in the Zoning Ordinance given compliance with the approved conditional use permit. d) The proposed use can be accommodated with existing public services and will not overburden the City’s service capacity. Finding: The proposed veterinary clinic use is located within the current MUSA and can be adequately served with existing public services. e) Traffic generation by the proposed use is within capabilities of streets serving the property. Finding: The existing streets that serve the property - Glacier Way and 175th Street - can accommodate traffic generated by the proposed project. 5. The planning report dated June 11, 2025 and prepared by Kris Jenson, Planning Manager is incorporated herein. DECISION The City Council approves the conditional use permit in the form attached thereto. DATED: July 7, 2025 CITY OF LAKEVILLE BY:___________________________ Luke M. Hellier, Mayor BY:___________________________ Ann Orlofsky, City Clerk Page 392 of 445 1 236519v3 Crossroads East Third Addition (reserved for recording information) DEVELOPMENT CONTRACT (Developer Installed Improvements) CROSSROADS EAST THIRD ADDITION CONTRACT dated ____________________, 2025, by and between the CITY OF LAKEVILLE, a Minnesota municipal corporation (“City”), and LFPC PROPERTIES LLC, a Minnesota limited liability company (the “Developer”). 1. REQUEST FOR PLAT APPROVAL. The Developer has asked the City to approve a site plan and plat for CROSSROADS EAST THIRD 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 393 of 445 2 236519v3 Crossroads East Third 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, B, C, and F the plans Page 394 of 445 3 236519v3 Crossroads East Third Addition may 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 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 - Tree Preservation Plan Plan D - Plans and Specifications for Public Improvements Plan E - Street Lighting Plan Plan F - Landscape Plan 8. IMPROVEMENTS. The Developer shall install and pay for the following: A. Sanitary Sewer System B. Water System C. Storm Sewer System D. Streets E. Concrete Curb and Gutter F. Street Lights G. Site Grading, Stormwater Treatment/Infiltration Basins, and Erosion Control H. Underground Utilities I. Setting of Iron Monuments J. Surveying and Staking K. Sidewalks and Trails L. Retaining Walls 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 Page 395 of 445 4 236519v3 Crossroads East Third Addition 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 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 Page 396 of 445 5 236519v3 Crossroads East Third Addition 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 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, 2025, with the exception of the final wear course of asphalt on streets. The final wear course on streets shall be installed between August 15th and October 15th the first summer after the base layer of asphalt has been in place one freeze thaw cycle. The Developer may, however, request an extension of time from the City. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. Final wear course placement outside of this time frame must have the written approval of the City Engineer. 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 Page 397 of 445 6 236519v3 Crossroads East Third Addition 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 include a detailed erosion and sediment control plan. The Developer is responsible for meeting all the requirements of the MPCA Construction Permit. 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. The MS4 Administration Fee has not been collected on the parent parcel and shall be paid by the Developer with the final plat, calculated as follows: $85,481 x 2% = $1,709.62 Grading Cost Crossroads East Third Addition 2025 Rate MS4 Administration Fee Crossroads East Third Addition The MS4 Administration Fee for Outlot A will be collected at the time Outlot A is final platted into lots and blocks, at the rate in effect at the time of final plat approval. 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 Page 398 of 445 7 236519v3 Crossroads East Third Addition 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 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. Page 399 of 445 8 236519v3 Crossroads East Third Addition Crossroads East Third 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. 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. 18. CITY ENGINEERING ADMINISTRATION, CONSTRUCTION OBSERVATION AND AS-BUILT RECORD DRAWING PREPARATION. 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. The Developer shall pay for construction observation performed by the City’s in-house engineering staff or consulting engineer. Construction observation shall include part or full time inspection of proposed public utilities and street construction and will be billed on hourly rates estimated to be five percent (5%) of the estimated construction cost. The Developer’s Engineer shall prepare and submit construction as-built record drawings to the City. Construction as-built record drawing preparation shall include field surveying and preparation of Page 400 of 445 9 236519v3 Crossroads East Third Addition as-built record drawings. Updating the City’s GIS database will be billed on hourly rates estimated to be one half of a percent (0.5%) of the estimated construction cost. 19. STORM SEWER. The Developer shall construct a privately owned and maintained underground stormwater detention system located within Lot 1, Block 1, Crossroads East Third Addition. The Developer shall enter into a stormwater maintenance agreement with the City for the underground stormwater system in a recordable form approved by the City and dedicate a drainage and utility easement over the stormwater management area prior to the recording of the final plat. The underground stormwater system will provide rate control of the stormwater runoff generated from the proposed site improvements before it can enter the existing public stormwater basin located north of the intersection of Glacier Way and 175th Street. The Storm Sewer Charge has not been collected on the parent parcel and will be collected with the final plat, calculated as follows: Storm Sewer Charge Summary Gross Area of Crossroads East Third Addition 95,488 s.f. Less Area of Outlot A (Future Development) (-) 44,453 s.f. Total Storm Sewer Charge Area 51,035 s.f. 51,035 s.f. x $0.250/s.f. = $12,758.75 Net Area Crossroads East Third Addition 2025 Unit Rate Storm Sewer Charge Crossroads East Third Addition The Storm Sewer Charge for Outlot A will be collected at the time Outlot A is final platted into lots and blocks, at the rate in effect at the time of final plat approval. Final locations and sizes of all storm sewer facilities will be reviewed by City staff with the final construction plans. 20. SANITARY SEWER. Crossroads East Third Addition is located within subdistrict NC-20340 of the North Creek sanitary sewer district as identified in the City’s Comprehensive Sanitary Sewer Plan. Wastewater will be conveyed to the MCES to the Farmington Interceptor and then to the Empire Wastewater Treatment Plant for treatment. Page 401 of 445 10 236519v3 Crossroads East Third Addition The Developer shall extend 6-inch sanitary sewer service from an existing sanitary sewer stub extending from 175th Street to the southeast portion of the parcel to provide sanitary sewer service to Lot 1, Block 1. The Developer must pay the Sanitary Sewer Availability Charge with the building permit application. The Sanitary Sewer Availability Charge for Outlot A will be collected at the time Outlot A is final platted into lots and blocks, at the rate in effect at the time of final plat approval. Final sewer service connection locations and sizes will be reviewed by City staff with the final construction plans. 21. WATERMAIN. The Developer shall extend 4-inch watermain from an existing 6-inch watermain stub extending into the parcel from 175th Street on the northeast portion of the parcel to provide water service to the development. Final water service connection locations and sizes will be reviewed by City staff with the final construction plans. 22. CONSTRUCTION ACCESS. Construction traffic access and egress for grading, utility and parking lot construction is restricted to the easterly drive entrance from 175th Street. 23. PARKS, TRAILS, AND SIDEWALKS. The Park Dedication requirement has not been collected on the parent parcel and shall be satisfied by the Developer through a cash contribution with the final plat, calculated as follows: 1.17 acres x $9,477.00 = $11,088.09 Acres Lot 1, Block 1 Crossroads East Third Addition 2025 Acreage Rate Park Dedication Fee Crossroads East Third Addition The Park Dedication fee for Outlot A will be collected at the time Outlot A is final platted into lots and blocks, at the rate in effect at the time of final plat approval. 24. TRAFFIC CONTROL SIGNS AND STREET LIGHT OPERATION COSTS. The Developer shall pay a cash fee for one-year of streetlight operating expenses with the final plat, calculated as follows: 686.6 feet x $0.2832 = $194.45 Total Front Feet Crossroads East Third Addition 2025 Front Footage Rate Streetlight Operating Fee Crossroads East Third Addition Page 402 of 445 11 236519v3 Crossroads East Third Addition 25. ENVIRONMENTAL RESOURCES EXPENSES. The Developer shall pay a cash fee for one-year of environmental resources management expenses with the final plat, calculated as follows: 2.19 acres x $15.38/unit x 4.2 = $141.47 Total Acres Crossroads East Third Addition 2025 Rate Utility Factor Environmental Resources Fee Crossroads East Third Addition 26. LANDSCAPING. Landscaping shall be installed in accordance with the approved landscape plan, dated June XX, 2025. The Developer shall post a $63,320.00 landscaping security at the time of final plat approval to ensure that the landscaping is installed in accordance with the approved plan. Prior to a landscape inspection, an as-built landscape plan must be submitted to the city. 27. SPECIAL PROVISIONS. The following special provisions shall apply to plat development: A. Implementation of the recommendations listed in the June 11, 2025, Planning Report, and June 11, 2025, Engineering Report. B. An agreement for shared driveway access and parking shall remain in full force and effect at all times between the lots in the Crossroads East commercial development. C. The Developer shall install maintenance free fencing with an opaque design enclosing the relief yard with in the site. D. A sign permit is required prior to the installation of any signage. E. Exterior lighting shall be down-cast only and shall not glare onto road right-of-way. F. Snow storage shall not occur within required parking spaces. G. 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 $200.00 security for the final placement of interior subdivision iron monuments at property corners. The security was calculated as follows: 2 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 Page 403 of 445 12 236519v3 Crossroads East Third Addition 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. H. 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 $180.00. I. 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. 28. 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 shall furnish the City with a cash escrow, or letter of credit, in the form attached hereto, from a bank ("security") for $80,245.00. The amount of the security was calculated as follows: CONSTRUCTION COSTS: A. Sanitary Sewer $5,000.00 B. Watermain 5,000.00 C. Storm Sewer 5,000.00 CONSTRUCTION SUB-TOTAL $15,000.00 OTHER COSTS: A. Developer’s Design (3.0%) $450.00 B. Developer’s Construction Survey (2.5%) 375.00 C. City Legal Expenses (Est. 0.5%) 75.00 D. City Construction Observation (Est. 5.0%) 750.00 E. Developer F. Developer’s Record Drawings (0.5%) 75.00 G. Landscaping 63,320.00 H. Lot Corners/Iron Monuments 200.00 OTHER COSTS SUB-TOTAL $65,245.00 TOTAL SECURITIES: $80,245.00 Page 404 of 445 13 236519v3 Crossroads East Third Addition 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. 29. 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. Park Dedication 11,088.09 B. Storm Sewer Charge 12,758.75 C. MS4 Administration Fee 1,709.62 D. Street Light Operating Fee 194.45 E. Environmental Resources Expenses 141.47 F. Property Data and Asset/Infrastructure Management Fee 180.00 G. City Engineering Administration (3% for letters of credit) 450.00 TOTAL CASH REQUIREMENTS $26,522.38 30. 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 streets is one year. The warranty period for underground utilities is two years and shall commence following Page 405 of 445 14 236519v3 Crossroads East Third Addition completion and acceptance by the City. The one year warranty period on streets shall commence after the final wear course has been installed and accepted 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. 31. 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, 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. Page 406 of 445 15 236519v3 Crossroads East Third Addition 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. 32. 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. 33. 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. Page 407 of 445 16 236519v3 Crossroads East Third Addition 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. 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 Page 408 of 445 17 236519v3 Crossroads East Third Addition 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: 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 Page 409 of 445 18 236519v3 Crossroads East Third Addition 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. 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 Page 410 of 445 19 236519v3 Crossroads East Third Addition 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. 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. 34. 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: 17510 Dodd Blvd, Lakeville, Minnesota 55044. 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. Page 411 of 445 20 236519v3 Crossroads East Third 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 ______________, 2025, 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 412 of 445 Page 413 of 445 10 236519v3 Crossroads East Third Addition EXHIBIT “A” TO DEVELOPMENT CONTRACT Legal Description of Property Being Final Platted as CROSSROADS EAST THIRD ADDITION Outlot A, Crossroads East Second Addition, Dakota County, Minnesota. Part of which is Registered Property described as: That part of Outlot A, Crossroads East Second Addition, according to the recorded plat thereof, which lies north of the north line of the SW 1/4 of Section 10, T. 114N, R. 20W., Dakota County, Minnesota as depicted on said plat of Crossroads East Second Addition. (Abstract and Torrens Property) (Platted as Crossroads East Third Addition, Dakota County, Minnesota.) Page 414 of 445 Planning Commission Meeting Minutes, June 26, 2025 Page 4 Ayes: Kaluza, Zimmer, Einck, Swaney, Swenson, Tinsley, Traffas Nays: 0 8. Crossroads East Third Addition Chair Zimmer opened the public hearing to consider the applications of LFPC Properties LLC (Lakeville Family Pet Clinic) for a preliminary and final plat of one lot and one outlet to be known as Crossroads East Third Addition as well as a conditional use permit to allow a veterinary clinic. The property is located at the southwest corner of Glacier Way and 175th Street. Brady Hickcox, architect with Terwisscha Construction and representing LFPC Properties LLC, introduced the project. Mr. Hickcox stated the new project is a new building with approximately 9,000 square feet of general practice veterinary care. Ms. Jenson presented the staff report. The proposed development is for a 9,000 square foot veterinary clinic and 48 parking spaces. The building includes a fenced relief area for animals being treated at the clinic and will not providing boarding for animals, other than for those receiving medical care. The Lakeville Family Pet Clinic is currently located just west of the proposed site in a multi-tenant and was granted a CUP in 2016. Because the CUP is tied to the property, a CUP must be granted for the new location. Chair Zimmer opened the hearing to the public for comment. There was no public comment. Motion was made by Kaluza, seconded by Swenson to close the public hearing at 6:24 p.m. Voice vote was taken on the motion. Ayes – unanimous Chair Zimmer asked for comments from the Planning Commission. • Chair Zimmer asked about the relief area. Mr. Hickcox stated there is a relief area in the front as well as a relief area in the back that will be surrounded by eight-foot-high opaque fences. • Commissioner Swenson stated that he’s happy to see the business expanding and thriving in Lakeville. Motion was made by Einck, seconded by Tinsley to recommend to City Council approval of the Crossroads East Third Addition preliminary and final plat and conditional use permit, subject to the following stipulations and approval of the Findings of Fact dated June 26, 2025: 1. Implementation of the recommendations listed in the June 11, 2025 engineering report. 2. The site shall be developed according to the site development plans approved by the City Council. Page 415 of 445 Planning Commission Meeting Minutes, June 26, 2025 Page 5 3. An agreement for shared driveway access and parking shall remain in full force and effect at all times between the lots in Crossroads East commercial development. 4. The fencing for the relief yard must be an opaque design and maintenance free material. 5. A sign permit is required prior to the installation of any signage. 6. Exterior lighting shall be down-cast only and shall not glare onto road right-of-way. 7. Snow storage shall not occur within required parking spaces. 8. Prior to City Council consideration, the landscape plan must be revised per the City Forester’s comments. The landscape plan shall be installed in accordance with the approved landscape plan. A $63,320 security shall be submitted to guarantee installation of the approved landscaping. Prior to a landscape inspection, an as-built landscape plan must be submitted to the city. Ayes: Zimmer, Einck, Swaney, Swenson, Tinsley, Traffas, Kaluza Nays: 0 9. Heritage Commons 10th Addition Chair Zimmer opened the public hearing to consider the applications of HVP V Epic Heritage, LLC and SMNPT 1, LLC for a preliminary plat of one lot and one outlot to be known as Heritage Commons 10th Addition; a conditional use permit for two convenience restaurants; a planned unit development amendment to add property to the Heritage Commons PUD; and the vacation of public drainage and utility easements. The property is located at the northeast corner of 202nd Street (CSAH 50) and Dodd Boulevard (CSAH 9). Paul Tucci with 2C Development introduced the project and noted that Bruce Tschida, owner of Lakeville Collision, was also present. Mr. Tucci requested support for the slight reduction in the number of parking spaces r.equired to be provided Ms. Botten presented the staff report. The proposed development includes two convenience restaurants on a single parcel and adds 0.14 acres of land from the Lake Marion Collision property into the Heritage Commons PUD. The perimeter drainage and utility easements on the parent parcel are proposed to be vacated and then dedicated on the new plat. The proposed convenience restaurants require 51 parking spaces combined and the site plan proposes 49 parking spaces. The applicant is requesting flexibility from the minimum parking requirements due to the shared parking lot design and the complimentary peak hours of each restaurant. Community Development staff support this request. Access to the site will be from Heritage Drive and direct access to the site from 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. Page 416 of 445 City of Lakeville Community Development Memorandum To: Planning Commission From: Kris Jenson, Planning Manager Date: June 11, 2025 Subject: Packet Material for the June 26, 2025 Planning Commission Meeting Agenda Item: Crossroads East Third Addition 1. Preliminary and final plat of one lot and one outlot. 2. Conditional Use Permit for a veterinary clinic. Application Action Deadline: July 12, 2025 BACKGROUND Representatives of LFPC Properties LLC (Lakeville Family Pet Clinic) have submitted applications for a preliminary and final plat and conditional use permit for the development of one commercial lot and one outlot on 2.19 acres. The subject property is currently platted as Outlot A, Crossroads East Second Addition and is zoned PUD, Planned Unit Development. The Crossroads East final plat and PUD were approved in 2008 and included the construction of a Kindercare day care and Subway restaurant on two lots, while the Crossroads East Second Addition was approved in 2016 and included construction of Christian Brothers Automotive. The underlying zoning and performance standards for the property is C-3, General Commercial District. The property is located west of Glacier Way and north of 175th Street. The Lakeville Family Pet Clinic, currently located just west of the proposed site in a multi-tenant building next to Barley and Vine, provides veterinary services and is subject to approval of a conditional use permit subject to the provisions of 11-73-7.P of the Zoning Ordinance. A CUP was approved for their current location in 2016. Because CUPs are tied to a location, the existing CUP cannot be transferred to the new location; a new CUP is required to be approved. Page 417 of 445 2 The Crossroads East Third Addition preliminary and final plat plans have been submitted to Engineering Division, Environmental Resources, and the Parks and Recreation Department for review and comment. EXHIBITS A. Location Map B. Zoning Map C. Survey D. Preliminary Plat E. Final Plat F. Site Plan G. Grading and Erosion Control Plan H. Utility Plan I. Landscape Plan J. Photometric Plan K. Building Floor Plan L. Building Elevation Plans Surrounding Land Uses and Zoning North – KinderCare Day care center (PUD) South – 175th Street and Mercy Road Church/Christian Heritage Academy (PUD) East – Glacier Way and attached townhomes (RM-2) West – Christian Brothers Automotive (PUD) STAFF ANALYSIS PRELIMINARY AND FINAL PLAT Comprehensive Plan. The Crossroads East Third Addition property is located in Planning District 5, Cedar Corridor, and is guided for commercial uses in the 2040 Comprehensive Land Use Plan. The proposed commercial use is consistent with the commercial designation of the Comprehensive Land Use Plan. Zoning. The Crossroads East Third Addition preliminary and final plat property is zoned PUD, Planned Unit Development District with an underlying C-3, General Commercial District zoning. Consistency with the Capital Improvement Plan (CIP). No public street construction or other public funded infrastructure construction is proposed with the Crossroads East Third Addition preliminary and final plat. All City sanitary sewer, water and storm sewer improvements Page 418 of 445 3 required for the area of the Crossroads East Third Addition were installed by the developer with the Crossroads East development. Lots/Blocks. The Crossroads East Third Addition preliminary and final plat proposes one lot and one outlot on one block. The following C-3 District lot development requirements pertain to this preliminary and final plat: Lot Area Lot Width Minimum required 20,000 SF 100 feet Proposed Lot ! 51,035 SF (1.17 ac.) 202 feet Lot 1, Block 1, Crossroads East Third Addition exceeds the minimum lot requirements in the underlying C-3 District. Outlots. One outlot (Outlot A: 1.02 acres) is proposed with the Crossroads East Third Addition preliminary and final plat. Outlot A will require a preliminary and final plat prior to development in the future. Streets. No new street construction is proposed with the Crossroads East Third Addition preliminary and final plat. The property is adjacent to Glacier Way and 175th Street. Glacier Way is classified by the Comprehensive Transportation Plan as a major collector road while 175th Street adjacent to the project is a local street. The property will be accessed via a private driveway off 175th Street that currently provides access to the Subway restaurant and KinderCare daycare. All required right-of-way for the streets abutting the plat was dedicated with the Crossroads 1st Addition final plat. Trails and Sidewalks. Eight-foot-wide concrete sidewalks are in place on Glacier Way and 175th Street. No new public trail or sidewalk construction is required with the Crossroads East Third Addition plat. A five-foot-wide concrete sidewalk will be constructed from the public sidewalk on 175th Street, along the east side of the private drive, to provide a pedestrian connection to the front entrance of the veterinary clinic. Grading, Drainage, Erosion Control, and Utilities. Grading, drainage and erosion control plans have been submitted with the Crossroads East Third Addition preliminary and final plat. Alanna Sobottka, Civil Engineer and Mac Cafferty, Environmental Resources Manager have reviewed the grading, drainage and erosion control and utility plans. A copy of the engineering report dated June 11, 2025 is attached for your review. The Engineering Division recommends approval of the preliminary and final plat subject to the recommendations outlined in the report. Tree Preservation. There are no significant trees located on the subject property. Wetlands. There are no wetlands located on the subject property. Page 419 of 445 4 Park Dedication. Park dedication for Crossroads East Third Addition must be paid for the area of the property being final platted into a lot. A cash fee of $11,088.09 will be due to satisfy the cash dedication requirement for Lot 1. SITE P LAN Setbacks. The Crossroads East Third Addition preliminary and final plat is subject to the following minimum building setback (C-3, General Commercial District) requirements: Abutting a Public Street: 30 feet Interior Lot Lines: 10 feet Parking: 15 feet (abutting street), 5 feet (interior lot lines) Parking. The proposed 7,967 square foot building will require 41 parking spaces based on the requirement of one parking space per each 200 square feet of floor area, after a 10% reduction to the floor area to account for corridors, storerooms, bathrooms, etc. The site plan proposes 48 parking spaces, including two handicap accessible spaces. The proposed parking, spaces and drive aisle dimensions and configurations meet the requirements of the Zoning Ordinance. Parking aisles will be 24 feet in width and parking stall dimensions will be 10 feet in width and 18-20 feet in length. Circulation. Access to the site will be from a shared driveway along the west property boundary off of 175th Street. No driveway access will be allowed onto 175th Street or Glacier Way. Emergency vehicle access will be along the north side of the building and from 175th Street. Landscaping. The landscape plan proposes 14 evergreen, overstory, and ornamental trees as well as numerous shrubs around the periphery of the building foundation and parking lot. In ground irrigation is also proposed for the site. The City Forester has provided comments about adding some additional trees on the landscape plan that must be addressed prior to consideration by the City Council. A $63,320 escrow shall be submitted as security to guarantee installation of the landscaping. Building Exterior. Thin brick, manufactured stone, and glass make up just over 65% of the exterior materials, in compliance with Zoning Ordinance requirements. Both the brick and stone are varying shades of gray. The remainder of the building is fibre cement siding that is either a blue gray color or designed to look like wood. The proposed exterior materials meet Zoning Ordinance requirements. A fenced relief area is proposed on the east side of the building, adjacent to the dog ward area of the clinic. The fence must be opaque and maintenance free. The size of the fenced relief area is different on the civil plans versus the floor plan, so prior to City Council consideration, the plans must be revised for consistency. Page 420 of 445 5 Building Height. The proposed building is one story with a peaked roof. The overall height of the building is just under 31 feet tall, with the mid-point roof height of just over 21 feet, which complies with the ordinance requirements. Trash Enclosure. The trash enclosure will be located on the northeast side of the site. The enclosure is proposed to be six feet in height and with manufactured stone exterior material to match the building and will have a maintenance-free gate. The east side of the enclosure will be screened with landscaping. Signs. A freestanding monument sign is proposed at the southwest corner of the property, at the corner of 175th Street and the private drive. Per the Crossroads PUD architectural standards, a business identification monument sign with up to 100 square feet of sign area and a maximum height of 10 feet is permitted. The proposed monument sign location must be revised to meet the 15-foot setback from a property line adjacent to public right of way. The elevation plans show wall signs on the east and south sides of the building, which is permitted as the parcel is a corner lot. Up to 100 square feet of signage is permitted on each elevation. All signs require issuance of a sign permit prior to installation. Exterior Lighting. Five 22-foot-tall light poles will light the parking area. The light head has an angle of 90 degrees, to cast the light downward. The photometric plan indicates the light levels won’t exceed one foot candle at the property line adjacent to public right of way, which complies with Zoning Ordinance requirements. No building lighting is proposed at this time; but if added to the building, it must be downcast and not exceed the wall height of the building. Snow Storage. Snow storage locations are identified on the site plan. Snow storage may not take place in required parking spaces. CONDITIONAL USE P ERMIT Section 11-73-7.P considers veterinary clinics a conditional use in the C-3 District subject to the following performance criteria. P. Veterinary clinics provided that: 1. All areas in which animals are confined are located indoors and are properly soundproofed from adjacent properties. The veterinary clinic is a standalone building that will be approximately 100 feet from the nearest structure (KinderCare daycare). The applicant has indicated that all animals will be confined to the building, although a fenced dog relief area is provided for animals that need a short break from being inside. All animals using the relief area will be attended to by a clinic staff member. Page 421 of 445 6 2. Animal carcasses are properly disposed of in a manner not utilizing on site garbage facilities or incineration and the carcasses are properly refrigerated during periods prior to disposal. An animal morgue consisting of a freezer to hold the carcasses will be included in the plans. Animal carcasses will be held there until they can be properly disposed of by a third party. 3. An animal kennel is permitted as a use accessory to the veterinary clinic. There is no proposal to board animals on site other than those being treated at the clinic when medically necessary. 4. There shall be adequate physical separation within a multiple occupancy building between the veterinary clinic and other individual tenant spaces to protect public health and safety. Not applicable. RECOMMENDATION Community Development staff recommends approval of the Crossroads East Third Addition preliminary and final plat and conditional use permit subject to the following stipulations: 1. Implementation of the recommendations listed in the June 11, 2025 engineering report. 2. The site shall be developed according to the site development plans approved by the City Council. 3. An agreement for shared driveway access and parking shall remain in full force and effect at all times between the lots in Crossroads East commercial development. 4. The fencing for the relief yard must be an opaque design and maintenance free material. 5. A sign permit is required prior to the installation of any signage. 6. Exterior lighting shall be down-cast only and shall not glare onto road right-of-way. 7. Snow storage shall not occur within required parking spaces. 8. Prior to City Council consideration, the landscape plan must be revised per the City Forester’s comments. The landscape plan shall be installed in accordance with the approved landscape plan. A $63,320 security shall be submitted to guarantee installation of the approved landscaping. Findings of fact are attached for your consideration. Page 422 of 445 City of Lakeville Public Works – Engineering Division Memorandum To: Kris Jenson, Planning Manager 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: June 11, 2025 Subject: Crossroads East Third Addition • Preliminary and Final Plat • Preliminary and Final Grading and Erosion Control Plan • Preliminary and Final Landscape Plan • Preliminary and Final Utility Plan BBAACCKKGGRROOUUNNDD LFPC Properties, LLC has submitted a preliminary and final plat named Crossroads East Third Addition. The parent parcel (PID No. 221862100010) consists of Outlot A, Crossroads East Second Addition, and is zoned PUD, Planned Unit Development. The proposed development is located north of and adjacent to 175th Street and west of and adjacent to Glacier Way. The final plat consists of one (1) commercial lot and one (1) outlot within one (1) block on 2.19 acres. The outlot created with the final plat shall have the following use: Outlot A: Future Development; retained by property owner (1.02 acres) The proposed development will be completed by: Developer: LFPC Properties, LLC Engineer: Larson Engineering, Inc. Page 423 of 445 CCRROOSSSSRROOAADDSS EEAASSTT TTHHIIRRDD AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY AANNDD FFIINNAALL PPLLAATT JJUUNNEE 1111,, 22002255 PPAAGGEE 22 OOFF 77 SSIITTEE CCOONNDDIITTIIOONNSS The site was previously graded with the mass grading of Crossroads 1st Addition. The site is relatively flat and generally drains from west to east. There are no existing trees or wetlands on the site. SSTTRREEEETT AANNDD SSUUBBDDIIVVIISSIIOONN LLAAYYOOUUTT Glacier Way Crossroads East Third Addition is adjacent to and west of Glacier Way. Glacier Way is identified as a minor collector by the City's Comprehensive Transportation Plan, and is currently constructed as a two-lane, 52-foot face-to-face urban roadway with a center turning lane. The ½ right-of-way requirement is 50 feet. The right-of-way for Glacier Way was dedicated with the Crossroads East final plat; no additional right-of-way is required with this final plat. 175th Street Crossroads East Third Addition is adjacent to and north of 175th Street. 175th Street is identified as a local street by the City's Comprehensive Transportation Plan, and is currently constructed as a two lane, 44-foot face-to-face urban roadway. The ½ right-of-way requirement is 40 feet, which was dedicated with the Crossroads 1st Addition plat. Driveways that will serve this development were installed along the north side of 175th Street with Crossroads East final plat. CCOONNSSTTRRUUCCTTIIOONN AACCCCEESSSS Construction traffic access and egress for grading, utility and parking lot construction is restricted to the easterly drive entrance from 175th Street. PPAARRKKSS,, TTRRAAIILLSS AANNDD SSIIDD EEWWAALLKKSS The Park Dedication requirement has not been collected on the parent parcel and shall be satisfied through a cash contribution with the final plat, calculated as follows: 1.17 acres x $9,477.00 = $11,088.09 Acres Lot 1, Block 1 Crossroads East Third Addition 2025 Acreage Rate Park Dedication Fee Crossroads East Third Addition The Park Dedication fee for Outlot A will be collected at the time Outlot A is final platted into lots and blocks, at the rate in effect at the time of final plat approval. Development of Crossroads East Third Addition does not include the construction of public trails or sidewalks. Existing sidewalks are located along 175th Street and Glacier Way adjacent to the plat. Page 424 of 445 CCRROOSSSSRROOAADDSS EEAASSTT TTHHIIRRDD AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY AANNDD FFIINNAALL PPLLAATT JJUUNNEE 1111,, 22002255 PPAAGGEE 33 OOFF 77 UUTTIILLIITTIIEESS SSAANN IITTAARRYY SSEE WWEERR Crossroads East Third Addition is located within subdistrict NC-20340 of the North Creek sanitary sewer district as identified in the City’s Comprehensive Sanitary Sewer Plan. Wastewater will be conveyed to the MCES to the Farmington Interceptor and then to the Empire Wastewater Treatment Plant for treatment. An existing sanitary sewer stub extends from 175th Street to the southeast portion of the parcel. Development of Crossroads East Third Addition includes the extension of 6-inch sanitary sewer service to provide service to Lot 1, Block 1. The Sanitary Sewer Availability Charge will be required to be paid with the building permit application. The Sanitary Sewer Availability Charge for Outlot A will be collected at the time Outlot A is final platted into lots and blocks, at the rate in effect at the time of final plat approval. Final sewer service connection locations and sizes will be reviewed by City staff with the final construction plans. WWAATTEERRMMAAIINN An existing 6-inch watermain stub extends into the parcel from 175th Street on the northeast portion of the parcel. Development of Crossroads East Third Addition includes the extension of 4-inch watermain to provide service to the development. Final water service connection locations and sizes will be reviewed by City staff with the final construction plans. DDRRAAIINNAAGGEE AANNDD GGRRAADDIINNGG Crossroads East Third Addition is located within subdistrict F0-3 of the Farmington Outlet Drainage District, as identified in the City’s Water Resources Management Plan. Development of Crossroads East Third Addition will include the construction of one privately owned and maintained underground stormwater detention system located within Lot 1, Block 1, Crossroads East Third Addition. The Developer shall enter into 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 system will provide rate control of the stormwater runoff generated from the proposed site improvements before it can enter the existing public stormwater basin located north of the intersection of Glacier Way and 175th Street. Page 425 of 445 CCRROOSSSSRROOAADDSS EEAASSTT TTHHIIRRDD AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY AANNDD FFIINNAALL PPLLAATT JJUUNNEE 1111,, 22002255 PPAAGGEE 44 OOFF 77 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. Crossroads East Third 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. SSTTOORRMM SSEEWWEERR Privately owned and maintained storm sewer will be constructed with Crossroads East Third Addition. Private storm sewer constructed within Lot 1, Block 1, Crossroads East Third Addition will convey runoff to the privately owned and maintained underground stormwater system. The Storm Sewer Charge has not been collected on the parent parcel and will be collected with the final plat, calculated as follows: Storm Sewer Charge Summary Gross Area of Crossroads East Third Addition 95,488 s.f. Less Area of Outlot A (Future Development) (-) 44,453 s.f. Total Storm Sewer Charge Area 51,035 s.f. 51,035 s.f. x $0.250/s.f. = $12,758.75 Net Area Crossroads East Thirdd Addition 2025 Unit Rate Storm Sewer Charge Crossroads East Third Addition The Storm Sewer Charge for Outlot A will be collected at the time Outlot A is final platted into lots and blocks, at the rate in effect at the time of final plat approval. Final locations and sizes of all storm sewer facilities will be reviewed by City staff with the final construction plans. FFEEMMAA FFLLOOOODDPPLLAAIINN AANN AALLYYSSIISS Crossroads East Third Addition is shown on the Flood Insurance Rate Map (Map Nos. 27037C0204E; Eff. Date 12/2/2011) as Zone X by the Federal Emergency Management Agency Page 426 of 445 CCRROOSSSSRROOAADDSS EEAASSTT TTHHIIRRDD AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY AANNDD FFIINNAALL PPLLAATT JJUUNNEE 1111,, 22002255 PPAAGGEE 55 OOFF 77 (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 PPRREESSEERRVVAATTIIOONN 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. 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. The MS4 Administration Fee has not been collected on the parent parcel and shall be paid with the final plat, calculated as follows: $85,481 x 2% = $1,709.62 Grading Cost Crossroads East Third Addition 2025 Rate MS4 Administration Fee Crossroads East Third Addition The MS4 Administration Fee for Outlot A will be collected at the time Outlot A is final platted into lots and blocks, at the rate in effect at the time of final plat approval. SSEECCUURRIITTIIEESS The Developer shall provide a Letter of Credit as security for the Developer-installed improvements relating to Crossroads East Third Addition. Construction costs are based upon estimates submitted by the Developer’s engineer on June 3, 2025. CONSTRUCTION COSTS Sanitary Sewer Connection $ 5,000.00 Watermain Connection 5,000.00 Storm Sewer Connection 5,000.00 SUBTOTAL - CONSTRUCTION COSTS $ 15,000.00 Page 427 of 445 CCRROOSSSSRROOAADDSS EEAASSTT TTHHIIRRDD AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY AANNDD FFIINNAALL PPLLAATT JJUUNNEE 1111,, 22002255 PPAAGGEE 66 OOFF 77 OTHER COSTS Developer’s Design (3.0%) $ 450.00 Developer’s Construction Survey (2.5%) 375.00 City’s Legal Expense (0.5%) 75.00 City Construction Observation (5.0%) 750.00 Developer’s Record Drawing (0.5%) 75.00 Landscaping Lot Corners/Iron Monuments 63,320.00 200.00 SUBTOTAL - OTHER COSTS 65,245.00 TOTAL PROJECT SECURITY $80,245.00 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 $200.00. 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. CASH FEES A cash fee for one-year of streetlight operating expenses shall be paid with the final plat and is calculated as follows: 686.6 feet x $0.2832 = $194.45 Total Front Feet Crossroads East Third Addition 2025 Front Footage Rate Streetlight Operating Fee Crossroads East Third Addition A cash fee for one-year of environmental resources management expenses shall be paid with the final plat and is calculated as follows: 2.19 acres x $15.38/unit x 4.2 = $141.47 Total Acres Crossroads East Third Addition 2025 Rate Utility Factor Environmental Resources Fee Crossroads East Third Addition 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: 2 lots x $90.00/unit = $180.00 Lots/Outlots Crossroads East Third Addition 2025 Rate Property Data & Asset/Infrastructure Mgmt. Fee Crossroads East Third 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. Page 428 of 445 CCRROOSSSSRROOAADDSS EEAASSTT TTHHIIRRDD AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY AANNDD FFIINNAALL PPLLAATT JJUUNNEE 1111,, 22002255 PPAAGGEE 77 OOFF 77 The Developer shall pay a cash fee for City Engineering Administration. The fee for City Engineering Administration is based on three percent (3.00%) of the estimated construction cost, or $450.00. CASH REQUIREMENTS Park Dedication 11,088.09 Storm Sewer Charge 12,758.75 MS4 Administration Fee 1,709.62 Streetlight Operating Fee 194.45 Environmental Resources Management Fee 141.47 Property Data and Asset/Infrastructure Management Fee 180.00 City Engineering Administration (3.00%) 450.00 TOTAL CASH REQUIREMENTS $ 26,522.38 RREECCOOMMMMEENNDDAATTIIOONN Engineering recommends approval of the Crossroads East Third Addition preliminary and final plat, preliminary and final grading and erosion control plan, preliminary and final utility plan, and landscape plan subject to the requirements and stipulations within this report. Page 429 of 445 Dakota County, Maxar, Microsoft±City of Lakeville Location Map Crossroads East Third Addition EXHIBIT A Site LocationDODD BOULEVARD175TH STREETGLA C I E R W A Y GLASGOW AVENUEPage 430 of 445 ±City of Lakeville Zoning Map Crossroads East Third Addition EXHIBIT B Site LocationDODD BOULEVARD175TH STREETGLA C I E R W A Y GLASGOW AVENUEPUD PUD PUD PUD C-3 RM-2 P/OS Page 431 of 445 1313141414VICINITY MAPLEGENDFOUND IRON PIPESET NAILLIGHT POLEMAILBOXSIGNTELEPHONE BOXUNDERGROUND TELEPHONETRANSFORMERUNDERGROUND ELECTRICGAS METERSANITARY MANHOLEUNDERGROUND SANITARYDRAIN TILEUNDERGROUND STORMGATE VALVEHYDRANTUNDERGROUND WATERVINYL FENCECLEANOUTCATCH BASINCATCH BASINFLARED END SECTIONSTORM MANHOLEDRAWN BYDATEREVISIONSPLM1CAD FILE1P.GZJPROJECT NO.1FILE NO.1SHEET 1 OF 11.The bearing system is based on the plat of CROSSROADS EAST SECONDADDITION.SURVEY NOTESLegal Description:Outlot A, Crossroads East Second Addition, Dakota County, Minnesota.Part of which is Registered Property described as:That part of Outlot A, Crossroads East Second Addition, according to therecorded plat thereof, which lies north of the north line of the SW1/4 ofSection 10, T. 114N, R. 20 W., Dakota County, Minnesota as depicted on saidplat of Crossroads East Second Addition.Abstract & Torrens PropertyPer Title Commitment No. 700787, dated 8/13/2024, issued by Land Title, Inc. asagent for Old Republic National Title Insurance Company.Easements and servitudes benefiting or burdening the surveyed property, listed inSchedule B-II of the Commitment, are listed below using the same numbering systemas in said Schedule B-II. Items 1-12, 15-19 are not survey-related items and are notlisted below.13. Grant of Temporary Easement for Drainage and Utility purposes in favor of Cityof Lakeville dated August 27, 2008, filed September 16, 2008 as DocumentNumber T633018 and 2613237. (expires when Outlot A is platted)The easement is shown on the survey.14.Operations Easement Agreement dated August 27, 2008, filed September 16,2008 as Document Number T633026 and 2613238 and Amendment filed April27, 2017 as document Number T776425 and 3188756The easement is shown on the survey.SURVEYED PROPERTY1.Monuments have been placed at all corners of the boundary of the property,unless already marked or referenced by existing monuments or witnesses inclose proximity to the corner, as shown on the survey.2.The subject property address is unassigned, and its property identificationnumber is 22-18621-00-010.3.The subject property lies within Flood Plain Zone X (areas determined to beoutside the 0.2% annual chance flood plain) per Federal Insurance Rate Map No.27037C0204E dated 12/2/2011.4.The gross area of the surveyed property is 2.192 Acres or 95,488 Square Feet.5.The vertical datum is NAVD88.Benchmark #1Top nut hydrant at the south quadrant of 175th Street West and GlacierWay. Elevation: 1010.35Benchmark #2Top nut hydrant at the southwest side of entrance road at Outlot A andLot 1, Block 1, CROSSROADS EAST SECOND ADDITION. Elevation: 1013.386.A zoning report or letter has not been provided to the surveyor.7.a) There are no buildings present on the surveyed property8.Substantial features observed in the process of conducting the fieldwork areshown on the survey.9.There are no parking areas present on the surveyed property11.b) Underground utilities are shown per:Gopher State One Call, Ticket No. 242474142, dated 9/3/2024.A Gopher State One Call (GSOC) request was placed on 9/3/2024 for utilitylocates on this site. Source information from plans and markings has beencombined with observed evidence of utilities to to develop a view ofunderground utilities. However, lacking excavation, the exact location ofunderground features cannot be accurately, completely, and reliably depicted.In addition, some utility locate requests from surveyors may be ignored or resultin an incomplete response. The surveyor has compiled the markings made onthe ground, the maps provided, and the observed evidence to show utilitieshereon. Where additional or more detailed information is required, the client isadvised that excavation and/or a private utility locate request may be necessary.Pursuant to MS 216.D contact Gopher State One Call at 651-454-0002 prior toany excavation.13.The names, address and property identification numbers of adjoining ownersaccording to current public records are shown on the survey."TABLE A" NOTESTo LFPC Properties, LLC; Estate of Samuel H. Hertogs an undivided 1/2 interest; KevinJ. Ervasti and Mary Kaye Ervasti his wife as joint tenants, an undivided 1/8 interest;Jeffrey W. Nivala as tustee of the Jeffrey W. Nivala Trust Under Agreement datedSeptember 3, 2014, an undivided 1/16 interest; Susan Marie Nivala as trustee of theSusan Marie Nivala Trust Under Agreement dated October 3, 2014, an undivided1/16 interest; Anne F. McMenomy as trustee of the Anne F. McMenomy Trust UnderAgreement dated October 8, 2002, an Undivided 1/8 interest; E. B. McMenomy andKatherine L. McMenomy as trustees of the E. B. McMenomy Trust under Agreementdated May 18, 2005, an undivided 1/16 interest; E. B. McMenomy and Katherine L.McMenomy as trustees of the Katherine L. McMenomy Trust under Agreementdated May 26, 2005, an undivided 1/16 interest; Land Title, Inc.; and Old RepublicNational Title Insurance Company:This is to certify that this map or plat and the survey on which it is based were madein accordance with the 2021 Minimum Standard Detail Requirements for ALTA/NSPSLand Title Surveys, jointly established and adopted by ALTA and NSPS, and includesItems 1, 2, 3, 4, 5, 6(a), 7(a), 7(b)(1), 8, 9, 11(b), and 13 of Table A thereof.The fieldwork was completed on September 17th, 2024.Date of Plat or Map: September 19th, 2024James R. Hill, Inc.Marcus F. Hampton, Land Surveyor, MN License No. 47481CERTIFICATIONOUTLOT A, CROSSROADS EAST SECOND ADDITION LAKEVILLE, MINNESOTA ALTA/NSPS LAND TITLE SURVEY FOR LAKEVILLE PET MEDICINE PC WEST C.R. , SUITE 1, BURNSVILLE, MN PHONE .. PKDPSWRQ#MUKLQF.FRP PLANNERS EN*INEERS SURVEYORS ZZZ.MUKLQF.FRP James R. Hill, Inc.NOT TO SCALESCHEDULE B EXCEPTION NO.#BITUMINOUS SURFACECONCRETE SURFACEUNDERGROUND GASEXISTING BUILDING3546DODDBOULEVARD*9160THSTREET162NDSTREETIPAVA AVENUE60185THSTREET23CEDARAVENUEPILOT KNOB ROAD31175THSTREETGLACIERWAYSITE EXHIBIT CPage 432 of 445 DRAWN BYDATEREVISIONSPLM1CAD FILE1SS.GZJPROJECT NO.1SHEET 1 OF 1CROSSROADS EAST THIRD ADDITION LAKEVILLE MINNESOTA PRELIMINARY PLAT FOR LAKEVILLE PET MEDICINE PC WEST C.R. S8ITE 1 B8RNSVILLE MN PHONE .. PKDPSWRQ#MUKLQF.FRP PLANNERS EN*INEERS S8RVEYORS ZZZ.MUKLQF.FRP James R. Hill, Inc.LEGENDFOUND IRON PIPEFOUND NAILLIGHT POLEMAILBOXSIGNTELEPHONE BOXUNDERGROUND TELEPHONETRANSFORMERUNDERGROUND ELECTRICGAS METERSANITARY MANHOLEUNDERGROUND SANITARYDRAIN TILEUNDERGROUND STORMGATE VALVEHYDRANTUNDERGROUND WATERVINYL FENCECLEANOUTCATCH BASINCATCH BASINFLARED END SECTIONSTORM MANHOLEUNDERGROUND GASThat part of Outlot A, CROSSROADS EAST SECOND ADDITION, according to the recorded plat thereof,which lies North of the North line of the SW1/4 of Section 10, T. 114N, R. 20 W., Dakota County,Minnesota as depicted on said plat of CROSSROADS EAST SECOND ADDITION.Torrens Certificate No. 190021ANDThat part of Outlot A, CROSSROADS EAST SECOND ADDITION, according to the recorded plat thereof,which lies South of the North line of the SW1/4 of Section 10, T. 114N, R. 20 W., Dakota County,Minnesota as depicted on said plat of CROSSROADS EAST SECOND ADDITION.Abstract PropertyLEGAL DESCRIPTIONVICINITY MAPBEARINGS ARE BASED ON THE NORTHWEST LINE OFOUTLOT A, CROSSROAD EAST SECOND ADDITION WHICHIS ASSUMED TO HAVE A BEARING OF N 48°15'36" EDENOTES FOUND 1/2 INCH IRON MONUMENT WITHCAP MARKED L.S. NO. 12294DENOTES SET 1/2 INCH BY 14 INCH IRON MONUMENTWITH CAP MARKED L.S. NO. 47481DENOTES FOUND DAKOTA COUNTYALUMINUM MONUMENTDENOTES FOUND MAGNETIC NAILEstate of Samuel H. Hertogs, an undivided 1/2 interest; Kevin J. Ervasti, Mary Kaye Ervasti, and JustinErvasti, as trustees of the Kevin J. Ervasti Trust Under Agreement dated March 15, 2013, an undivided1/16 interest; Kevin J. Ervasti, Mary Kaye Ervasti, and Justin Ervasti, as trustees of the Mary Kaye ErvastiTrust Under Agreement dated March 15, 2013, an undivided 1/16 interest; Jeffrey W. Nivala as trustee ofthe Jeffrey W. Nivala Trust Under Agreement dated September 3, 2014, an undivided 1/16 interest; SusanMarie Nivala as trustee of the Susan Marie Nivala Trust Under Agreement dated October 3, 2014, anundivided 1/16 interest; Anne F. McMenomy as trustee of the Anne F. McMenomy Trust UnderAgreement dated October 8, 2002, an Undivided 1/8 interest; E. B. McMenomy and Katherine L.McMenomy as trustees of the E. B. McMenomy Trust under Agreement dated May 18, 2005, anundivided 1/16 interest; E. B. McMenomy and Katherine L. McMenomy as trustees of the Katherine L.McMenomy Trust under Agreement dated May 26, 2005, an undivided 1/16 interestEXISTING PROPERTY OWNERS11 DODD BO8LEVARD LAKEVILLE MN EXHIBIT DPage 433 of 445 BEARINGS ARE BASED ON THE NORTHWEST LINE OFOUTLOT A, CROSSROAD EAST SECOND ADDITION WHICHIS ASSUMED TO HAVE A BEARING OF N 48°15'36" EVICINITY MAPDENOTES FOUND 1/2 INCH IRON MONUMENT WITHCAP MARKED L.S. NO. 12294DENOTES SET 1/2 INCH BY 14 INCH IRON MONUMENTWITH CAP MARKED L.S. NO. 47481DENOTES FOUND DAKOTA COUNTYALUMINUM MONUMENTDENOTES FOUND MAGNETIC NAILEXHIBIT EPage 434 of 445 GLACIER WAY175TH STREET WESTPROPOSED PET CLINICFFE = 1011.50FIRST FLOOR: 7,967 SFSECOND FLOOR: 1,063 SFTOTAL AREA: 9,030 SFTRASH1009.5077201420'24'20'5'24'5'18'10'TYP.10'TYP.24'18'9'TYP.20.01'ESMT33.25'ESMT37.23'ESMT10' BLDG SETBACK30'BLDG SETBACK30'BLDG SETBACK111122244111277768810A10A10B133344459149333371615161571718192015'15.94'OUTLOT A - LAKEVILLE, MN 55044LAKEVILLE FAMILYPET CLINICPROJ. NO:DRAWN BY:CHECKED BY:DESCRIPTIONISSUE SCHEDULENO.DATE© TerWisscha Construction Inc1550 WILLMAR AVENUE S.E.WILLMAR, MINNESOTA 56201320.235.1664 FAX 320.235.313712246081MJWMJWREVISION SCHEDULENO. DESCRIPTION DATE3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2025 Larson Engineering, Inc. All rights reserved.3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comLarsonEngineering, Inc.Torry Kraftson, P.E.Date: Lic. No.:I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.W:\2024\Civil\12246081 - Lakeville Family Pet Clinic\2. Design\B. Drawing Files\12246081 - C200 Site Plan.dwg0NORTH10 204006.09.202541371PRELIMINARY PLAT SUBMITTAL03-12-25Stormwater Added105-15-25City Comments206-09-25City Comments3NOTE: CONCRETE JOINTS ARE SHOWN ONLY FORGENERAL REFERENCE TO SIGNIFY HEAVY-DUTYCONCRETE PAVEMENT. ACTUAL JOINTS SHALL BECONSTRUCTED PER PROJECT SPECIFICATIONS.EASEMENT LINERIGHT-OF-WAY LINEPROPERTY LINEGENERALKEY NOTESSETBACK LINEC200SITE PLAN1NEW BITUMINOUS PAVEMENT, SEE DETAIL1/C500.SAW CUT EDGE OF BITUMINOUS TO ENSURE CLEAN EDGE PRIORTO PAVING. MATCH EXISTING STREET SECTION.NEW LIGHT-DUTY CONCRETE PAVEMENT, SEE DETAIL 2/C500.NEW CONCRETE WITH THICKENED EDGE, SEE DETAIL 3/C500.NEW HEAVY-DUTY CONCRETE PAVEMENT, SEE DETAIL 4/C500.NEW PARALLEL ACCESSIBLE CURB RAMP, SEE DETAIL 5/C500.B612 CONCRETE CURB AND GUTTER, SEE DETAIL 6/C500.NEW CONCRETE VALLEY GUTTER, SEE DETAIL 7/C500.NEW CONCRETE STEP, SEE DETAIL 11/C500.NEW PARKING SIGN AND POST, SEE DETAIL 9/C500._A: ADA PARKING_B: ADA ACCESS AISLENEW CONCRETE DRIVEWAY APRON. SEE DETAIL 5/C501.NEW TRASH ENCLOSURE (SEE ARCH).NEW FENCE (SEE ARCH).MONUMENT SIGN (SEE ARCH).SURMOUNTABLE CONCRETE CURB AND GUTTER, SEE DETAIL12/C500.TRANSITION CURB TYPE.DOG RELIEF AREA (SEE ARCH).NEW ACCESSIBLE CURB RAMP, SEE DETAIL 8/C500.NEW ACCESSIBLE CURB RAMP, SEE DETAIL 10/C500.NEW MODULAR BLOCK RETAINING WALL, SEE DETAIL 1/C502.2564793810NEW BITUMINOUS PAVEMENTSEE DETAIL 1/C500MATCH EXISTING STREETPAVEMENTSEE KEY NOTE #2NEW LIGHT-DUTYCONCRETE PAVEMENTSEE DETAIL 2/C500NEW HEAVY-DUTYCONCRETE PAVEMENTSEE DETAIL 4/C500NEW STRUCTURAL STOOPSEE ARCH / STRUCT PLANSSYMBOL LEGENDSITE AREASPARKING COUNT40 TOTAL STALLS REQUIRED48 TOTAL STALLS PROVIDED2 ADA STALLS REQUIRED2 ADA STALLS PROVIDEDLOT AREA:51,035 SF (1.17 AC) (100%)GREEN SPACE17,638 SF (0.40 AC) (34.6%)IMPERVIOUS AREAS:EXISTING IMPERVIOUS4,893 SF (0.11 AC) (9.6%)NEW IMPERVIOUS:29,565 SF (0.68 AC) (57.9%)TOTAL IMPERVIOUS34,458 SF (0.79 AC) (67.5%)TOTAL IMPERVIOUS ALLOWED 38,276 SF (75%) PER THE APPROVEDCONSTRUCTION PLANS FOR THE CROSSROADS PLAT.11121314151617181920EXHIBIT FPage 435 of 445 PROPOSED PET CLINICFFE = 1011.50FIRST FLOOR: 7,967 SFSECOND FLOOR: 1,063 SFTOTAL AREA: 9,030 SFTRASH1009.50GLACIER WAY175TH STREET WEST101010091011101110101010101010111010100910081008100610071008100910101011SAN. MHRIM=1009.99INV.=996.05SAN. MHRIM=1009.39INV.=997.13SAN. MHRIM=1007.89INV.=998.29SAN. MHRIM=1007.99INV.=999.23SAN. MHRIM=1009.75INV.=999.82ST. CBRIM=1006.89INV.=1003.01ST. CBRIM=1006.89SW.INV.=1002.66S.INV.=1003.04ST. CBRIM=1008.40INV.=1004.80ST. CBRIM=1009.82INV.=1006.82ST. CBRIM=1009.71NE.INV.=1006.61W.INV.=1006.51ST. CBRIM=1009.41NE.INV.=1006.21W.INV.=1006.11ST. CBRIM=1009.58SE.INV.=1006.38SW.INV.=1006.210.77%10101009100910101010100910091011100910111008101110101010101010101011101010111011101010111011.50 FFE1010.40 C1009.90 B1010.10 TC1009.60 GL1010.50 TC1010.00 GL1010.60 GL1011.15 TC1010.65 GL1010.85 TC1010.35 GL1010.04 TC1009.54 GL1010.50 TC1010.50 GL1010.25 TC1009.75 GL1011.36 C1011.30 C1010.80 B1010.69 TC1010.19 GL1010.67 TC1010.17 GL1011.30 C1010.80 B1010.70 TC1010.40 GL1010.18 TC1009.88 GL1010.35 C1011.42 C1010.46 C1009.96 B1010.30 C1009.80 B1009.68 GL*1009.48 GL1009.21 GL1008.94 GL1008.81 GL*1010.45 C1010.50 C1010.50 B1010.75 GL1010.95 GL1011.50 FFE1010.50 B1010.86 C1011.30 C1010.80 B1011.36 C1010.80 B/C1011.36 C1011.30 C1010.80 B1010.60 TC1010.10 GL1011.50 FFE1011.50 FFE1011.45 C1011.50 FFE1011.40 TS1011.36 C4.11010.20 C1009.70 B1010.25 C1011.45 C1010.00 C1009.50 B4.1%1011.30 TS1010.12 C4.0%2%1011.23 C*1011.13 C*2%1011.00 C1010.90 C1010.80 C1011.30 TW1010.30 BW1010.40 BS1010.30 BS1011.30 C1010.80 B1011.30 C1010.80 B1010.00 TC1009.50 RIM1010.15 TC1009.65 RIM1009.94 TC1009.44 RIM10101010.33 TC1009.83 GL1010.07 TC1009.57 GL1010.74 C1010.24 B1011.00 C1010.90 CCONCRETEWASHOUTAREA1010.29 B2.27%1.25%2.40%3.20%0.48%2.90%0.48%0.48%0.48%3.20%1.80%2.30%0.50%0.50%1.50%2.93%1.50%2.40%1.00%1111233313441OUTLOT A - LAKEVILLE, MN 55044LAKEVILLE FAMILYPET CLINICPROJ. NO:DRAWN BY:CHECKED BY:DESCRIPTIONISSUE SCHEDULENO.DATE© TerWisscha Construction Inc1550 WILLMAR AVENUE S.E.WILLMAR, MINNESOTA 56201320.235.1664 FAX 320.235.313712246081MJWMJWREVISION SCHEDULENO. DESCRIPTION DATE3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2025 Larson Engineering, Inc. All rights reserved.3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comLarsonEngineering, Inc.Torry Kraftson, P.E.Date: Lic. No.:I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.W:\2024\Civil\12246081 - Lakeville Family Pet Clinic\2. Design\B. Drawing Files\12246081 - C300 Grading Plan.dwg0NORTH10 204006.09.202541371PRELIMINARY PLAT SUBMITTAL03-12-25Stormwater Added105-15-25City Comments206-09-25City Comments3PROPOSED CONTOURS - MAJOR INTERVALGRADE BREAK LINEPROPOSED CONTOURS - MINOR INTERVAL949950950EXISTING CONTOURS2.0%950.00 TC949.50 GLGRADE SLOPESPOT ABBREVIATIONS:TC - TOP OF CURBGL - GUTTER LINEGO - GUTTER OUTB - BITUMINOUSC - CONCRETEEO - EMERGENCY OVERFLOWTW - TOP OF WALLBW - BOTTOM OF WALL (F/G)(*) - EXISTING TO BE VERIFIEDGRADING NOTES1. Tree protection consisting of snow fence or safety fence installed at thedrip line shall be in place prior to beginning any grading or demolitionwork at the site. Silt fence and inlet protection shall be installed prior toany grading or demolition.2. All elevations with an asterisk (*) shall be field verified. If elevationsvary significantly, notify the Engineer for further instructions.3. Grades shown in paved areas represent finish elevation.4. Refer to Landscape Plans for restoration.5. All construction shall be performed in accordance with state and localstandard specifications for construction.6. Refer to SWPPP Sheets for Erosion Control Notes.SYMBOL LEGEND1KEY NOTESINLET PROTECTION, SEE DETAIL 2/C501CONSTRUCTION ROCK ENTRANCE, SEE DETAIL 4/C501SILT FENCE, SEE DETAIL 3/C501BIOROLL, SEE DETAIL 3/C502SILT FENCEROCK CONSTRUCTION ENTRANCEINLET PROTECTIONC300GRADING &EROSION CONTROLPLAN234BIOROLLEXHIBIT GPage 436 of 445 PROPOSED PET CLINICFFE = 1011.50FIRST FLOOR: 7,967 SFSECOND FLOOR: 1,063 SFTOTAL AREA: 9,030 SFTRASH1009.50GLACIER WAY175TH STREET WESTSAN. MHRIM=1009.99INV.=996.05SAN. MHRIM=1009.39INV.=997.13SAN. MHRIM=1007.89INV.=998.29SAN. MHRIM=1007.99INV.=999.23SAN. MHRIM=1009.75INV.=999.82ST. CBRIM=1006.89INV.=1003.01ST. CBRIM=1006.89SW.INV.=1002.66S.INV.=1003.04ST. CBRIM=1008.40INV.=1004.80ST. CBRIM=1009.82INV.=1006.82ST. CBRIM=1009.71NE.INV.=1006.61W.INV.=1006.51ST. CBRIM=1009.41NE.INV.=1006.21W.INV.=1006.11ST. CBRIM=1009.58SE.INV.=1006.38SW.INV.=1006.21CB-4RIM: 1009.50INV: 1006.10CB-5RIM: 1009.65INV: 1006.00CB-2 (NYLOPLAST)RIM: 1009.44INV: 1005.44SUMP: 1001.44STMH-3RIM: 1010.25INV: 1005.65SUMP: 1001.65CONNECT TO EXISTSTORM SEWERSTMH-1:RIM: 1008.50INV (E): 1003.40*INV (SW): 1003.6560 LF 15" HDPE@0.75%100 LF 15" PVC(SCH 40) @ 1.60%ROUTE STORMOVER EXIST SANSEWER AND WMSAN INV: 998.39*WM INV: 1000.00*28 LF 15" HDPE@1.25%ROUTE STORMOVER SANSEWER AND WMSAN INV: 997.34WM INV: 1002.032 LF 6" PVC(SCH 40) @2% (MIN)COORD W/MECH.INV: 997.934" DIP90° BENDCONNECT TO EXIST WMVERIFY SIZE/LOCATIONINV: 1001.7*6" X 4" REDUCER4" GATE VALVEADJUST SEWERCASTINGRIM: 1010.255 LF 15-INCHHDPE @ 0.00%26 LF 15" PVC(SCH 40) @ 1.57%UNDERGROUND STORMWATERSYSTEM NON-PERFORATED 48" PIPEINV. 1004.05STORAGE VOLUME: 2,613 CF100-YR HWL 1007.9810-YR HWL 1006.75OCS-1:SEE WEIR DETAILRIM: 1009.95INV: 1004.05CONNECT TO EXISTSAN SEWER STUBINV: 997.28*16 LF 15" PVC(SCH 40) @ 8.69%4" DIPCOORDINATEWITH MECH1.5" COPPERCOORDINATEWITH MECHINSPECTION PORT(TYP.)90° BEND1.5" CORP.STOP122213OUTLOT A - LAKEVILLE, MN 55044LAKEVILLE FAMILYPET CLINICPROJ. NO:DRAWN BY:CHECKED BY:DESCRIPTIONISSUE SCHEDULENO.DATE© TerWisscha Construction Inc1550 WILLMAR AVENUE S.E.WILLMAR, MINNESOTA 56201320.235.1664 FAX 320.235.313712246081MJWMJWREVISION SCHEDULENO. DESCRIPTION DATE3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2025 Larson Engineering, Inc. All rights reserved.3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comLarsonEngineering, Inc.Torry Kraftson, P.E.Date: Lic. No.:I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.W:\2024\Civil\12246081 - Lakeville Family Pet Clinic\2. Design\B. Drawing Files\12246081 - C400 Utility Plan.dwg0NORTH10 204006.09.202541371PRELIMINARY PLAT SUBMITTAL03-12-25Stormwater Added105-15-25City Comments206-09-25City Comments3CABLE UNDERGROUND LINEFIBER OPTIC UNDERGROUND LINEELECTRIC UNDERGROUND LINEELECTRIC OVERHEAD LINETELEPHONE UNDERGROUND LINESTORM SEWER PIPESANITARY SEWER PIPENATURAL GAS UNDERGROUND LINEWATERMAIN PIPELIGHT POLESTORM MANHOLEFLARED ENDCURB INLETCATCH BASINWATER SHUTOFFGATE VALVE & BOXHYDRANTSANITARY MANHOLEDRAINTILE PIPEUTILITY NOTES1. It is the responsibility of the contractor to perform or coordinate allnecessary utility connections and relocations from existing utility locationsto the proposed building, as well as to all onsite amenities. Theseconnections include but are not limited to water, sanitary sewer, cable TV,telephone, gas, electric, site lighting, etc.2. All service connections shall be performed in accordance with state andlocal standard specifications for construction. Utility connections (sanitarysewer, watermain, and storm sewer) may require a permit from the City.3. The contractor shall verify the elevations at proposed connections toexisting utilities prior to any demolition or excavation.4. The contractor shall notify all appropriate engineering departments andutility companies 72 hours prior to construction. All necessary precautionsshall be made to avoid damage to existing utilities.5. Storm sewer requires testing in accordance with Minnesota plumbingcode 4714.1107 where located within 10 feet of waterlines or the building.6. HDPE storm sewer piping shall meet ASTM F2306 and fittings shall meetASTM D3212 joint pressure test. Installation shall meet ASTM C2321.7. Maintain a minimum of 7 ½' of cover over all water lines and sanitarysewer lines. Where 7 ½' of cover is not provided, install 2” rigidpolystyrene insulation (MN/DOT 3760) with a thermal resistance of atleast 5 and a compressive strength of at least 25 psi. Insulation shall be8' wide, centered over pipe with 6” sand cushion between pipe andinsulation. Where depth is less than 5', use 4” of insulation.8. Install water lines 12” above sewers. Where the sewer is less than 12"below the water line (or above), install sewer piping of materials approvedfor inside building use for 10 feet on each side of the crossing.9. Pressure test and disinfect all new watermains in accordance with stateand local requirements.10. A structure adjustment shall include removing and salvaging the existingcasting assembly, removing existing concrete rings to the precast section.Install new rings and salvaged casting to proposed grades, cleaningcasting flange by mechanical means to insure a sound surface and installan external chimney seal from casting to precast section. Chimney sealsshall be Infi-Shield Uni-Band or an approved equal.SYMBOL LEGENDC400UTILITY PLANKEY NOTES1STORM SEWER MANHOLE, SEE DETAIL 7/C501STORM SEWER CATCH BASIN, SEE DETAIL 8/C501OUTLET CONTROL STRUCTURE, SEE DETAIL 2/C50223EXHIBIT HPage 437 of 445 Page 439 of 445 G L A C IE R W A Y 175TH S TR EE T W E STALL SP LIGHTS ARE INSTALLED ON 20' POLE WITH 2.5' EXTENDED CONCRETE POLE BASE ALL CALCULATION POINTS ARE SHOWN IN FOOTCANDLES. Schedule Symbol Label Image Quantity Manufacturer Catalog Number Description Lumens Per Lamp Light Loss Factor Wattage SP2 2 RAB LIGHTING INC. ALEDS2TN 80W @ 4000K 10637 0.9 81.4 SP3 2 RAB LIGHTING INC. ALEDS3TN 80W @ 4000K 10458 0.9 81.2 SP4 1 RAB LIGHTING INC. ALEDS4TN 80W @ 4000K 10616 0.9 82 Plan View Scale - 1" = 16ft SP2-1 SP2-2 SP4-1 SP3-1 SP3-2 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.2 0.1 0.2 0.3 0.4 0.4 0.5 0.5 0.5 0.4 0.3 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.8 0.6 0.5 0.3 0.1 0.1 0.2 0.4 0.5 0.6 0.8 0.9 1.1 1.2 1.1 0.9 0.6 0.1 0.1 0.1 0.3 0.5 0.7 0.8 1.0 1.2 1.5 1.7 1.9 1.6 1.1 0.7 0.1 0.1 0.1 0.3 0.5 0.7 0.8 1.0 1.3 1.6 2.0 2.4 2.8 2.5 1.9 1.2 0.7 0.1 0.1 0.2 0.3 0.8 0.9 0.8 0.9 1.2 1.6 2.2 2.9 3.4 3.7 3.5 2.9 1.9 1.1 0.6 0.1 0.2 0.3 0.8 1.4 1.5 1.2 1.1 1.1 1.5 2.1 3.0 4.1 4.5 4.4 4.3 3.9 2.9 1.8 1.0 0.6 0.2 0.3 0.4 1.0 2.1 2.4 2.0 1.6 1.3 1.2 1.6 2.7 3.9 4.8 5.4 5.2 4.9 4.6 3.9 2.7 1.6 0.9 0.5 0.2 0.3 0.3 1.5 2.6 2.7 2.8 2.6 2.1 1.7 1.4 1.3 2.2 3.9 4.8 5.8 5.4 5.0 4.4 3.5 2.3 1.4 0.8 0.4 0.1 0.1 0.2 0.5 1.8 3.2 3.2 3.5 3.6 3.2 2.6 2.1 1.7 1.4 1.5 2.8 4.4 5.0 5.2 4.6 3.9 2.9 1.9 1.1 0.6 0.3 0.1 0.1 0.2 0.7 1.7 2.7 3.2 3.9 4.4 4.1 3.5 2.9 2.3 1.9 1.5 1.3 1.3 3.0 2.5 5.1 5.5 4.6 3.8 3.1 2.2 1.3 0.7 0.4 0.3 0.1 0.1 0.1 0.5 1.5 2.6 2.8 3.8 4.5 4.2 3.9 3.4 2.9 2.4 1.8 1.4 1.1 1.0 1.2 3.3 4.5 5.1 5.2 4.4 3.4 2.6 1.9 1.3 0.9 0.5 0.4 0.1 0.1 0.1 0.4 1.0 1.8 2.4 3.0 3.8 4.1 3.8 3.4 3.0 2.5 2.0 1.6 1.2 1.0 0.8 0.8 1.5 3.5 4.2 4.2 3.6 2.7 2.0 1.6 1.3 0.9 0.7 0.5 0.4 0.1 0.1 0.2 0.4 0.7 1.1 1.5 2.2 2.8 3.4 3.6 3.4 2.8 2.3 2.0 1.6 1.3 1.0 0.8 0.7 0.6 0.7 1.7 2.9 3.0 2.4 1.9 1.6 1.3 1.1 0.9 0.8 0.6 0.5 0.4 0.1 0.1 0.2 0.3 0.4 0.7 0.9 1.3 1.8 2.4 2.8 3.1 2.8 2.3 1.8 1.5 1.2 1.0 0.8 0.6 0.5 0.5 0.5 0.7 1.3 1.8 1.6 1.4 1.3 1.1 1.0 0.9 0.8 0.7 0.7 0.5 0.4 0.1 0.1 0.1 0.2 0.3 0.4 0.6 0.8 1.1 1.5 1.9 2.3 2.5 2.2 1.8 1.4 1.1 0.9 0.8 0.6 0.5 0.4 0.4 0.4 0.4 0.6 0.9 1.0 1.0 1.0 1.0 0.9 0.9 0.9 0.9 0.9 0.7 0.6 0.4 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.5 0.7 1.0 1.3 1.6 1.8 1.9 1.7 1.4 1.1 0.9 0.7 0.6 0.5 0.4 0.4 0.3 0.3 0.3 0.3 0.5 0.6 0.7 0.8 0.8 0.9 0.9 1.0 1.1 1.2 1.1 1.0 0.7 0.5 0.1 0.1 0.2 0.2 0.2 0.2 0.3 0.3 0.5 0.6 0.8 1.0 1.3 1.4 1.4 1.3 1.1 0.9 0.7 0.5 0.4 0.4 0.3 0.3 0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.5 0.7 0.8 1.0 1.1 1.3 1.5 1.7 1.7 1.3 0.8 0.5 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.4 0.5 0.6 0.7 0.9 1.0 1.0 1.0 0.9 0.8 0.7 0.6 0.5 0.4 0.3 0.3 0.2 0.2 0.2 0.2 0.1 0.2 0.2 0.4 0.6 0.8 1.0 1.3 1.6 2.0 2.4 2.6 2.1 1.4 0.8 0.5 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.3 0.4 0.5 0.6 0.6 0.7 0.8 0.8 0.8 0.7 0.6 0.5 0.4 0.4 0.3 0.2 0.2 0.2 0.2 0.1 0.1 0.2 0.2 0.4 0.7 1.1 1.5 2.1 2.8 3.2 3.4 3.1 2.3 1.4 0.8 0.4 0.1 0.1 0.1 0.1 0.2 0.3 0.3 0.3 0.4 0.4 0.5 0.5 0.6 0.6 0.6 0.6 0.6 0.6 0.5 0.5 0.4 0.4 0.3 0.2 0.2 0.2 0.1 0.1 0.2 0.3 0.7 1.2 2.0 2.9 3.8 4.1 4.1 4.0 3.3 2.3 1.3 0.7 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.4 0.5 0.5 0.5 0.6 0.6 0.6 0.5 0.5 0.5 0.5 0.4 0.4 0.3 0.3 0.2 0.2 0.2 0.1 0.1 0.2 0.5 1.3 2.5 3.7 4.8 5.0 4.7 4.5 4.2 3.2 2.0 1.1 0.6 0.1 0.1 0.1 0.2 0.3 0.4 0.5 0.5 0.6 0.6 0.7 0.7 0.7 0.6 0.5 0.5 0.4 0.4 0.4 0.3 0.3 0.2 0.2 0.2 0.1 0.1 0.2 0.7 2.3 3.9 4.8 5.7 5.4 4.9 4.6 3.9 2.8 1.7 1.0 0.5 0.1 0.1 0.1 0.2 0.2 0.3 0.5 0.6 0.7 0.7 0.8 0.8 0.8 0.7 0.6 0.5 0.4 0.4 0.4 0.3 0.3 0.3 0.2 0.2 0.4 1.3 3.3 4.3 5.3 5.4 4.7 4.2 3.4 2.3 1.4 0.7 0.4 0.1 0.1 0.1 0.2 0.3 0.4 0.6 0.7 0.8 0.9 1.0 1.0 1.0 0.9 0.7 0.6 0.5 0.4 0.3 0.3 0.3 0.2 0.2 0.4 1.4 3.7 1.1 5.5 5.7 4.9 4.2 3.5 2.6 1.7 0.9 0.5 0.2 0.1 0.1 0.2 0.3 0.4 0.6 0.8 0.9 1.1 1.2 1.3 1.3 1.2 1.0 0.8 0.7 0.5 0.4 0.3 0.3 0.3 0.2 0.2 0.2 0.4 1.3 3.9 4.5 5.3 4.9 3.9 3.1 2.3 1.6 1.0 0.6 0.3 0.2 0.1 0.2 0.3 0.5 0.8 1.1 1.2 1.4 1.7 1.7 1.7 1.5 1.2 1.0 0.8 0.6 0.5 0.4 0.3 0.3 0.2 0.1 0.1 0.2 0.5 2.2 3.8 4.3 4.1 3.3 2.4 1.8 1.3 0.9 0.6 0.4 0.2 0.1 0.1 0.1 0.3 0.6 1.0 1.4 1.7 2.0 2.3 2.3 2.1 1.8 1.4 1.1 0.9 0.7 0.6 0.4 0.3 0.3 0.1 0.1 0.3 0.7 2.4 3.2 2.9 2.3 1.7 1.4 1.1 0.8 0.6 0.4 0.2 0.1 0.1 0.1 0.1 0.2 0.5 1.1 1.7 2.4 3.1 3.2 3.0 2.6 2.1 1.8 1.4 1.1 0.9 0.7 0.5 0.4 0.3 0.1 0.1 0.2 0.8 1.7 1.7 1.5 1.2 1.0 0.9 0.7 0.5 0.4 0.2 0.2 0.1 0.1 0.1 0.1 0.2 0.3 0.9 2.0 3.3 4.2 4.1 3.4 3.0 2.6 2.0 1.7 1.3 1.0 0.8 0.7 0.5 0.4 0.3 0.1 0.1 0.2 0.6 0.9 0.9 0.9 0.8 0.6 0.5 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.3 0.4 1.6 4.0 4.8 4.4 3.3 3.1 2.9 2.5 2.0 1.6 1.3 1.0 0.8 0.7 0.5 0.4 0.1 0.1 0.3 0.4 0.5 0.6 0.6 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.4 0.9 2.8 4.3 3.8 3.3 2.9 3.1 2.9 2.4 1.9 1.5 1.2 0.9 0.7 0.6 0.5 0.4 0.1 0.1 0.2 0.2 0.3 0.4 0.3 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.2 0.3 0.5 1.0 2.7 3.5 3.6 3.4 3.5 3.3 2.6 2.0 1.5 1.1 0.9 0.7 0.6 0.5 0.4 0.3 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.5 0.5 3.0 3.9 4.5 4.4 3.4 2.6 2.0 1.4 1.1 0.9 0.7 0.6 0.5 0.4 0.3 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.5 1.4 3.9 4.7 4.3 3.3 2.2 1.6 1.2 1.0 0.8 0.7 0.6 0.5 0.4 0.4 0.3 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.4 0.6 1.8 3.5 3.1 2.4 1.7 1.3 1.1 0.9 0.8 0.7 0.6 0.5 0.5 0.4 0.4 0.3 0.3 0.3 0.1 0.1 0.1 0.1 0.1 0.3 0.4 0.7 1.4 1.9 1.7 1.5 1.1 0.9 0.8 0.7 0.6 0.6 0.6 0.5 0.5 0.4 0.4 0.4 0.3 0.3 0.1 0.2 0.3 0.3 0.4 1.0 1.1 1.0 0.9 0.7 0.6 0.6 0.5 0.6 0.6 0.6 0.6 0.5 0.5 0.5 0.4 0.3 0.1 0.1 0.2 0.2 0.5 0.7 0.7 0.6 0.5 0.5 0.5 0.5 0.5 0.6 0.6 0.6 0.6 0.6 0.6 0.5 0.4 0.3 0.1 0.1 0.2 0.2 0.3 0.4 0.4 0.4 0.4 0.4 0.4 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0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.3 0.3 0.5 2.4 4.3 4.8 4.3 3.1 2.1 1.6 1.2 0.9 0.7 0.6 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.3 0.5 0.8 3.1 3.9 3.3 2.5 1.7 1.2 1.0 0.8 0.6 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.5 1.0 2.1 2.1 1.8 1.4 1.1 0.8 0.7 0.6 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.8 1.3 1.2 1.1 0.8 0.7 0.5 0.5 0.4 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.6 0.8 0.7 0.6 0.5 0.4 0.3 0.3 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.4 0.4 0.3 0.3 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6.0 6.0 6.0 6.0 6.0 5 '- 0 " 5 '- 0 " OUTLOT A ACCESS PROPOSED VETERINARY CLINIC B-OCCUPANCY 7,952 S.F. S TA FF P A R K IN G 14 S P A C E S CL I E NT P A RK I NG1 4 S P A CE S C LIEN T PA R K IN G 20 S PA C E S S ID E W A LK S ID E W A LK S I DEWAL KB U ILD ING S E T B A CK LIN E B U I L D I N G S E T B A C K L I N E B U IL D I N G S E T B A C K LIN E 160 32 48 WHU.C.Refr.U.C.Refr.F.E.C.F.E.C.RECESS.SCALEREF.REF.WREF.REF.RECESS.SCALEWDDAPL 8W CIFT 18°APL 8W CIFT 18°F.E.C.MORGUEEXAM 8STAIRCIRC. 4TECH 2SHIPPINGCALL OFFICE 1EXAM 3RR2CONSULTJAN.RR1EXAM 2/CATCAT TxISO.OFFICE 1DR. OFFICEXRAY/U/SSURGERYCAT WAIT.SX PREPRR4PHARMACYLABOFFICE 2OWNER OFFICEDENTALMECH/EL.DOG WARDFOOD PREPLAUNDRYMICROSCOPERETAIL STOR.ICU/RECOVERYTREATMENTWORK STATIONSVESTIBULEEXAM 1/CATBREAK/CONFERENCERR3LOCKERSSTORAGEEXAM 9/ COMFORTJAN.EXAM 7 EXAM 6 EXAM 5 EXAM 4TECH 1CALL OFFICE 2WAITINGRECEPTIONHOSPITALITYCIRC. 1CIRC. 2CIRC. 3EXTERIOR EXAM ROOMRELIEF YARDSTORAGEMECHANICALIT1550 WILLMAR AVENUE S.E.WILLMAR, MINNESOTA 56201320.235.1664 FAX 320.235.3137All design, documents and data prepared shall remain the property of TerWisscha Construction Inc and shall not be copied, changed, or disclosed in any form without written consent. TerWisscha Construction Inc shall not be responsible for any alterations or revisions made by anyone other than employees of TerWisscha Construction Inc. © TerWisscha Construction IncDESIGN BY:5/5/2025 1:41:34 PMD:\Revit - Local Files\24-02-055 Lakeville Family Pet Clinic_CD1_aolson662DL.rvtPRESENTATION FIRST FLOOR PLANOUTLOT A -LAKEVILLE, MN 55044LAKEVILLE FAMILYPET CLINIC05/05/2025BRH3/32" = 1'-0"FIRST LEVEL FLOOR PLAN - 7,967 S.F.0'6'12'24'3/32" = 1'3/32" = 1'-0"SECOND LEVEL FLOOR PLAN - 1,062 SFEXHIBIT KPage 441 of 445 1550 WILLMAR AVENUE S.E.WILLMAR, MINNESOTA 56201320.235.1664 FAX 320.235.3137All design, documents and data prepared shall remain the property of TerWisscha Construction Inc and shall not be copied, changed, or disclosed in any form without written consent. TerWisscha Construction Inc shall not be responsible for any alterations or revisions made by anyone other than employees of TerWisscha Construction Inc. © TerWisscha Construction IncDESIGN BY:5/5/2025 1:41:58 PMD:\Revit - Local Files\24-02-055 Lakeville Family Pet Clinic_CD1_aolson662DL.rvtPRESENTATION 3D VIEWSOUTLOT A -LAKEVILLE, MN 55044LAKEVILLE FAMILYPET CLINIC05/05/2025BRHENTRY VIEWSOUTH VIEWEAST VIEWEXHIBIT LPage 442 of 445 FIRST FLOOR100' -0"ATTIC FLRBEARING110' -4"T.O.P.112' -0"29' - 4"7 1/2" / 12"7 1/2" / 12"30' - 8 1/8"21' - 2 3/4"1331FIRST FLOOR100' -0"ATTIC FLRBEARING110' -4"T.O.P.112' -0"7 1/2" / 12"7 1/2" / 12"30' - 8 1/8"21' - 2 3/4"123333331THIN BRICK -CLASS AMANUF: CREATIVE MINESSTYLE: WAREHOUSE BRICKCOLOR: SHADOW DANCEEXTERIOR MATERIAL LEGEND123ROOFING # -ASPHALT SHINGLESSIDING -NICHIHA -CLASS CMANUF: NICHIHASIZE: TBDCOLOR: REDWOODSIDING -VERTICAL -CLASS CMANUF: LP SMARTSIDECOLOR: RAPIDS BLUEMANUF. STONE -CLASS AMANUF: TBDSIZE: TBDCOLOR: TBD41550 WILLMAR AVENUE S.E.WILLMAR, MINNESOTA 56201320.235.1664 FAX 320.235.3137All design, documents and data prepared shall remain the property of TerWisscha Construction Inc and shall not be copied, changed, or disclosed in any form without written consent. TerWisscha Construction Inc shall not be responsible for any alterations or revisions made by anyone other than employees of TerWisscha Construction Inc. © TerWisscha Construction IncDESIGN BY:5/5/2025 1:42:02 PMD:\Revit - Local Files\24-02-055 Lakeville Family Pet Clinic_CD1_aolson662DL.rvtPRESENTATION ELEVATIONSOUTLOT A -LAKEVILLE, MN 55044LAKEVILLE FAMILYPET CLINIC05/05/2025BRH1" = 10'-0"WEST - MATERIAL CALCULATIONS1" = 10'-0"SOUTH - MATERIAL CALCULATIONSPage 443 of 445 FIRST FLOOR100' -0"ATTIC FLRBEARING110' -4"T.O.P.112' -0"123132313FIRST FLOOR100' -0"ATTIC FLRBEARING110' -4"T.O.P.112' -0"123133130' - 8 1/8"21' - 2 3/4"THIN BRICK -CLASS AMANUF: CREATIVE MINESSTYLE: WAREHOUSE BRICKCOLOR: SHADOW DANCEEXTERIOR MATERIAL LEGEND123ROOFING # -ASPHALT SHINGLESSIDING -NICHIHA -CLASS CMANUF: NICHIHASIZE: TBDCOLOR: REDWOODSIDING -VERTICAL -CLASS CMANUF: LP SMARTSIDECOLOR: RAPIDS BLUEMANUF. STONE -CLASS AMANUF: TBDSIZE: TBDCOLOR: TBD41550 WILLMAR AVENUE S.E.WILLMAR, MINNESOTA 56201320.235.1664 FAX 320.235.3137All design, documents and data prepared shall remain the property of TerWisscha Construction Inc and shall not be copied, changed, or disclosed in any form without written consent. TerWisscha Construction Inc shall not be responsible for any alterations or revisions made by anyone other than employees of TerWisscha Construction Inc. © TerWisscha Construction IncDESIGN BY:5/5/2025 1:42:05 PMD:\Revit - Local Files\24-02-055 Lakeville Family Pet Clinic_CD1_aolson662DL.rvtPRESENTATION ELEVATIONSOUTLOT A -LAKEVILLE, MN 55044LAKEVILLE FAMILYPET CLINIC05/05/2025BRH1" = 10'-0"EAST - MATERIAL CALCULATIONS1" = 10'-0"NORTH - MATERIAL CALCULATIONSPage 444 of 445 6' - 0"26' - 0"MANUFACTURED STONE WALL CAPGATES WITH HEAVY DUTY HARDWARE. *GATES TO MATCH RELIEF YARD FENCE:6 FT PVC MOLDED -CERTAINTEED: SIMTEK -ASHLAND COLLECTION226' - 0"6' - 0"2STONE TO MATCH BUILDINGTHIN BRICK -CLASS AMANUF: CREATIVE MINESSTYLE: WAREHOUSE BRICKCOLOR: SHADOW DANCEEXTERIOR MATERIAL LEGEND123ROOFING # -ASPHALT SHINGLESSIDING -NICHIHA -CLASS CMANUF: NICHIHASIZE: TBDCOLOR: REDWOODSIDING -VERTICAL -CLASS CMANUF: LP SMARTSIDECOLOR: RAPIDS BLUEMANUF. STONE -CLASS AMANUF: TBDSIZE: TBDCOLOR: TBD41550 WILLMAR AVENUE S.E.WILLMAR, MINNESOTA 56201320.235.1664 FAX 320.235.3137All design, documents and data prepared shall remain the property of TerWisscha Construction Inc and shall not be copied, changed, or disclosed in any form without written consent. TerWisscha Construction Inc shall not be responsible for any alterations or revisions made by anyone other than employees of TerWisscha Construction Inc. © TerWisscha Construction IncDESIGN BY:5/15/2025 10:25:30 AMD:\Revit - Local Files\24-02-055 Lakeville Family Pet Clinic_CD1_aolson662DL.rvtPRESENTATION ELEVATIONSOUTLOT A -LAKEVILLE, MN 55044LAKEVILLE FAMILYPET CLINIC05/05/2025BRH3/16" = 1'-0"PRES-TRASH ENCLOSURE ELEV. 43/16" = 1'-0"PRES-TRASH ENCLOSURE ELEV. 13/16" = 1'-0"PRES-TRASH ENCLOSURE ELEV. 23/16" = 1'-0"PRES-TRASH ENCLOSURE ELEV. 3Page 445 of 445