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HomeMy WebLinkAbout05-19-2025 AGENDA CITY COUNCIL MEETING May 19, 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: 270 967 142 637 or by calling Toll Number 1-323-433-2142; Conference ID: 244 190 036#. The mayor will allow for public comments and questions at the appropriate time. The City Council is provided background information for agenda items in advance by staff and appointed commissions, committees, and boards. Decisions are based on this information, as well as City policy, practices, input from constituents, and a council member’s personal judgment. 1. Call to order, moment of silence and flag pledge 2. Roll Call 3. Citizen Comments 4. Additional agenda information 5. Presentations/Introductions a. Lakeville Soccer Donation b. ALS Awareness Month 6. Consent Agenda a. Check Register Summary b. Minutes of the 04/28/2025 Work Session Meeting c. Minutes of the 05/05/2025 City Council Meeting d. Contract for Annual Hydrant Painting e. Kenrick Corner Second Addition Development Contract and Stormwater Maintenance Agreement f. Agreement with Met-Con Construction for Fine Arts Building Renovation & Improvements g. Proposal from Continental Clay Company for the Purchase of a Gas Kiln h. Resolutions Awarding Construction Contract and Authorizing Funding for North Creek Greenway Crossing at 170th Street i. Fire Service Agreement j. Antlers Ridge 2nd Addition Final Plat and Related Agreements k. South Metro Safe and Vault Interim Use Permit Page 1 of 268 City Council Meeting Agenda May 19, 2025 Page 2 l. Confirmation of Planning Commission Chair m. Extension of On-Sale Liquor License Babe's Sportsbar and Grill Pan-O-Prog Events n. Accept Donation of Real Property o. Brookshire 4th Addition Final Plat 7. Action Items a. Public Hearing on the application for LD Designs LLC dba "Board and Brush" for a Consumption and Display Permit b. Heritage Commons 9th Addition Preliminary Plat and Easement Vacation 8. Unfinished Business 9. New Business 10. Announcements a. Next Work Session Meeting Tuesday, May 27, 2025 b. Next City Council Meeting Monday, June 2, 2025 11. Adjourn Page 2 of 268 Date: 5/19/2025 Lakeville Soccer Donation Proposed Action Staff recommends adoption of the following motion: Overview Supporting Information None Financial Impact: $ Budgeted: No Source: Envision Lakeville Community Values: Report Completed by: Page 3 of 268 Date: 5/19/2025 Check Register Summary Proposed Action Staff recommends adoption of the following motion: Move to approve the Check Register Summary. Overview Checks 325977- 326247 $2,123,376.45 ACH/EFT 20652- 20909 $3,866,837.26 Total $5,990,213.71 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. 05.06.25CKSUM-Checks 2. 05.06.25CKSUM-ACH-EFT 3. Check Register 05.06.25 for May 19, 2025 Council Mtg - Checks 4. Check Register 05.06.25 for May 19, 2025 Council Mtg - ACH-EFT Financial Impact: $5,990,213.71 Budgeted: Yes Source: Various Envision Lakeville Community Values: Good Value for Public Service Report Completed by: Cheri Donovan, Assistant Finance Director Page 4 of 268 Page 5 of 268 Page 6 of 268 MINUTES CITY COUNCIL WORK SESSION April 28, 2025 - 7:00 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 7:00 p.m. Members Present: Mayor Hellier, Council Members Bermel, Lee, Volk, Wolter Staff Present: Justin Miller, City Administrator; Allyn Kuennen, Assistant City Administrator; Ann Orlofsky, City Clerk; Brad Paulson, Chief of Police; Joe Masiarchin, Park and Recreation Director; Tina Goodroad, Community Development Director 2.Citizen Comments Bob Erickson addressed the City Council about the events at the Lakeville Area Arts Center. 3.Discussion Items a.Presentation of the 2024 Dakota County Housing Needs Assessment At the April 28, 2025, work session, Patrick Bowen from Bowen National Research presented key findings from the countywide Housing Needs Assessment, with specific insights for Lakeville. Dakota County Commissioner Mary Liz Holberg, Commissioner Bill Droste, Community Development Director Tony Schertler, and Community Development Staff Lisa Alfson were also in attendance. The study projects continued household growth in Lakeville through 2029, particularly among adults aged 25–34 and those 65 and older. All new renter households are expected to earn $50,000 or more, while new homeowners are projected to earn over $100,000. Approximately 13,000 individuals commute into Lakeville for work daily, many of whom represent potential future residents if housing options were more attainable. Lakeville’s housing market is facing significant challenges in both rental and ownership segments. Over 500 households live in substandard housing, and more than 4,300 are cost burdened. Affordable rental options are extremely limited, with 0% vacancy among affordable units and rents ranging from $1,900 to $3,400 for non-conventional rentals. For-sale inventory is also critically low, with a 0.6% availability rate, and most homes are priced above $400,000. These conditions contribute to substantial housing gaps: Dakota County is short an estimated 8,339 rental units and 20,113 for-sale units between 2024 and 2029, with Lakeville contributing notably to these figures. The report recommends several strategies, including increasing development capacity, setting short- and long-term housing goals, encouraging collaboration between the County and municipalities, and supporting senior and workforce housing. Other actions Page 7 of 268 City Council Work Session Minutes April 28, 2025 Page 2 include regulatory updates, expanded outreach, and fostering public-private development partnerships. These measures aim to improve affordability, housing availability, and meet the diverse needs of current and future residents. The City Council asked several questions related to rental properties are the management companies local or national, and if the study can clarify who is moving into rentals by age group and income level. Patrick Bowen explained that the data that was collected is not granular enough to get that detailed. The City Council asked the member from Dakota County to provide them with different ideas and incentives to help the city fill the gaps. b.2025-2026 City of Lakeville Hunting Map Park and Recreation Director Joe Masiarchin explained that each year, staff reviews the current hunting map to determine whether any changes are needed to the permitted hunting zone. Staff has proposed several changes in 2025 because of the new development in the city. The changes are noted in the delineated red areas on the map that was provided to the City Council in their packet. Additionally, staff requested updates to the hunting rules to ensure they align with the current City Ordinance. The City Council reviewed the proposed changes to the map and the hunting rules and agreed with all suggested changes. c.FiRST Center Membership Plan Assistant City Administrator Allyn Kuennen and Police Chief Brad Paulson laid out the marketing plan for memberships to the FiRST Center. Staff has reviewed different membership models from several public safety training facilities throughout the metro area to ensure Lakeville's membership cost and benefits are consistent with those around us, while providing the annual income required to operate the facility. The City Council directed staff to move forward with the marketing plan for memberships. 4.Items for Future Discussion Council member Wolter requested a future discussion on trash hauling in the city. 5.Committee/ City Administrator Updates Bermel: Attended the recent I-35 Solutions Alliance meeting. The group discussed upcoming construction. Wolter: Noted that he had been appointed to the LUAC Hellier: Announced that he and Councilmember Lee would be touring the Allina ambulance dispatch facility. Volk: Attended the Lakeville Arenas Board of Directors meeting and stated that the Personnel Committee will meet in May. Page 8 of 268 City Council Work Session Minutes April 28, 2025 Page 3 6.Adjourn Motion was made by Volk, seconded by Wolter, to adjourn at 8:17 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 9 of 268 MINUTES CITY COUNCIL MEETING May 5, 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; Dave Kendall, City Attorney; Julie Stahl, Finance Director; Joe Masiarchin, Parks & Recreation Director; Allyn Kuennen, Assistant City Administrator; Ann Orlofsky, City Clerk; Brad Paulson, Police Chief; Paul Oehme, Public Works Director; Tina Goodroad, Community Development Director; Alissa Frey, Human Resources Director 3.Citizen Comments Catherine and Thomas Kane, 17358 Avenue, addressed the City Council. They spoke about the kids who are trespassing onto their backyard to fish in their backyards. They would like the City Council to consider posting a sign. 4.Additional agenda information None 5.Presentations/Introductions a.Together in Peace Proclamation The City Council proclaimed May 17, 2025, as Together in Peace Proclamation. There will be an event on May 17th starting at Noon at Casperson Park. b.Proclamation for Mental Health Awareness Month The Lakeville City Council proclaimed the Month of May Mental Health Awareness Month. c.Police Department Quarterly Report Police Chief Brad Paulson presented the Police Department Quarterly Report. 6.Consent Agenda Motion was made by Wolter, 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 04/21/2025 City Council Meeting Page 10 of 268 City Council Meeting Minutes May 5, 2025 Page 2 c.Minutes of the 04/21/2025 City Council Special Meeting d.FiRST Center Commissioning Agent Professional Services Agreement e.Resolution Requesting the Minnesota Department of Transportation to Perform a Speed Zone Study for 185th Street from Kenwood Trail to Dodd Boulevard f.Teamsters (Parks) Standby MOU g.Resolutions Awarding Construction Contract and Authorizing Funding for 2025 Collector Roadway Rehabilitation h.Agreement with M&A Bauer Salvage for Kensington Park and Marion Fields Park Playground Removals i.Proposal with ECSI for Antlers Park Pavilion Surveillance System and Access Control j.Amend 2024 General Fund and Technology Fund Budgets k.Contract for Replacement of Carpeting at the Performing Art Center l.Resolution Accepting Lakeville Public Safety Foundation Donation to the Lakeville Police Department for a Wellness Initiative 7.Action Items None 8.Unfinished Business None 9.New Business None 10.Announcements a.Next Regular City Council Meeting May19, 2025 b.Next Work Session May 27, 2025 11.Adjourn Motion was made by Bermel, seconded by Lee, to adjourn at 6:30 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 11 of 268 Date: 5/19/2025 Contract for Annual Hydrant Painting Proposed Action Staff recommends adoption of the following motion: Move to approve contract with B&B Commercial Coating, LLC. for repainting of hydrants Overview The repainting of fire hydrants is part of the City’s ongoing preventative maintenance program, aimed at removing corrosion and preserving the visual appearance of hydrants throughout the community. The Utilities Division has identified 400 fire hydrants in need of repainting. The City’s water distribution system includes more than 4,500 fire hydrants, all of which require regular upkeep. To complete this work, Utilities staff solicited quotes from three contractors. Two contractors submitted proposals as follows: • B&B Commercial Coatings, LLC – $48,000.00 • NPL Construction Company – $91,200.00 After reviewing the quotations, Utilities staff recommends awarding the contract to B&B Commercial Coatings, LLC based on competitive pricing and scope alignment. Supporting Information 1. 2025 Hydrant Painting Contract 2. B&B Quote 3. NPL - Quote Financial Impact: $48,000 Budgeted: No Source: Water Fund Envision Lakeville Community Values: Safety Throughout the Community Report Completed by: Shane Quade, Utilities Superintendent Page 12 of 268 1 FORM OF AGREEMENT BETWEEN CITY OF LAKEVILLE AND B&B Commercial Coating, LLC. FOR NON-BID CONSTRUCTION CONTRACT THIS AGREEMENT made this 5th day of May 2025, by and between the CITY OF LAKEVILLE, a Minnesota municipal corporation (“Owner” or “City”) and B&B COMMERCIAL COATING, LLC., a Minnesota limited liability company (“Contractor”). Owner and Contractor, in consideration of the mutual covenants set forth herein, agree as follows: 1. CONTRACT DOCUMENTS. The following documents shall be referred to as the “Contract Documents”, all of which shall be taken together as a whole as the contract between the parties as if they were set verbatim and in full herein: AA. This Agreement. B. Requ es t fo r Quotes Package: 2025 Hydrant R econditioning Project, dated April 25, 2025. C. Contractor’s Completed Quo te Form. In the event of a conflict among the provisions of the Contract Documents, the order in which they are listed above shall control in resolving any such conflicts. Contract Document “A” has the first priority and Contract Document “C” has the last priority. 2. OBLIGATIONS OF THE CONTRACTOR . The Contractor shall provide the goods, services, and perform the work in accordance with the Contract Documents. Contractor shall not begin any work until the City has received the signed contract and has reviewed and approved the insurance certificates and has given the Contractor a written notice to proceed. Contractor shall exercise the same degree of care, skill, and diligence in the performance of the services as is ordinarily possessed and exercised by a contractor under similar circumstances. City shall not be responsible for discovering deficiencies in the accuracy of Contractor’s services. 3. CONTRACT PRICE. Owner shall pay Contractor for completion of the Work in an amount of Forty-eight thousand and 00/100 dollars ($48,000.00). Additional work performed without the City’s written approval will not entitle Contractor to an increase in the Contract Price or an extension of the Contract Time. 4. PAYMENT PROCEDURES. A. Contractor shall submit Applications for Payment. Applications for Payment will be processed by the Utilities Division Supervisor. All of the Contractor’s work and labor shall be subject to the inspection and approval of the Utilities Division Supervisor. If any materials or labor are rejected by the Utilities Division Supervisor as defective or unsuitable, then the materials shall be removed and replaced with other approved materials and the labor shall be done to the satisfaction and approval of the Utilities Division Supervisor at the Contractor’s sole cost and expense. Page 13 of 268 2 B. Progress Payments; Retainage. City shall make 95% progress payments on account of the Contract Price on the basis of Contractor’s Applications for Payment during performance of the Work or the Contractor shall have the options regarding retaining in accordance with Minnesota Statues 15.71 and 15.74. C. Payments to Subcontractors. (1) Prompt Payment to Subcontractors. Pursuant to Minn. Stat. § 471.25, Subd. 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 1 ½ percent per month or any part of a month to the subcontractor on any undisputed amount not paid on time to the subcontractor. The minimum monthly interest penalty payment for an unpaid balance of $100.00 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. (2) Form IC-134 (attached) required from general contractor. Minn. Stat. § 290.92 requires that the City of Lakeville 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. D. Final Payment. Upon final completion of the Work, Owner shall pay the remainder of the Contract Price as recommended by the Utilities Division Supervisor. Final completion of the Work, including final restoration and establishment of permanent cover (“Restoration”), occurs upon completion of all work under the Contract Documents as determined by the Utilities Division Supervisor. 5. COMPLETION DATE. All Work must be completed by September 26th, 2025. 6. CONTRACTOR’S REPRESENTATIONS . A. Contractor has examined and carefully studied the Contract Documents and other related data identified in the Contract Documents. B. 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. Page 14 of 268 3 C. 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. D. Contractor has carefully studied all: (1) reports of explorations and tests of subsurface conditions at or contiguous to the Site and all drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the Site (except Underground Facilities) which have been identified in the General Conditions and (2) reports and drawings of a Hazardous Environmental Condition, if any, at the site. E. Contractor has obtained and carefully studied (or assumes responsibility for doing so) all additional or supplementary examinations, investigations, explorations, tests, studies, and data concerning conditions (surface, subsurface, and Underground Facilities) at or contiguous to the Site which may affect cost, progress, or performance of the Work or which relate to any aspect of the means, methods, techniques, sequences, and procedures of construction to be employed by Contractor, including any specific means, methods, techniques, sequences, and procedures of construction expressly required by the Bidding Documents, and safety precautions and programs incident thereto. F. 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. G. Contractor is aware of the general nature of work to be performed by Owner and others at the Site that relates to the Work as indicated in the Contract Documents. H. Contractor has correlated the information known to Contractor, information and observations obtained from visits to the Site, reports and drawings identified in the Contract Documents, and all additional examinations, investigations, explorations, tests, studies, and data with the Contract Documents. I. The Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. J. 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 Page 15 of 268 4 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. 7. WORKER’S COMPENSATION. The Contractor shall obtain and maintain for the duration of this Contract, statutory Worker’s Compensation Insurance and Employer’s Liability Insurance as required under the laws of the State of Minnesota. 8. INSURANCE. Prior to the start of the project, Contractor shall furnish to the City a certificate of insurance showing proof of the required insurance required under this Paragraph. Contractor shall take out and maintain or cause to be taken out and maintained until six (6) months after the City has accepted the public improvements, such insurance as shall protect Contractor and the City for work covered by the Contract including workers’ compensation claims and property damage, bodily and personal injury which may arise from operations under this Contract, whether such operations are by Contractor or anyone directly or indirectly employed by either of them. The minimum amounts of insurance shall be as follows: Commercial General Liability (or in combination with an umbrella policy) $2,000,000 Each Occurrence $2,000,000 Products/Completed Operations Aggregate $2,000,000 Annual Aggregate The following coverages shall be included: Premises and Operations Bodily Injury and Property Damage Personal and Advertising Injury Blanket Contractual Liability Products and Completed Operations Liability Automobile Liability $2,000,000 Combined Single Limit – Bodily Injury & Property Damage Including Owned, Hired & Non-Owned Automobiles Page 16 of 268 5 Workers Compensation Workers’ Compensation insurance in accordance with the statutory requirements of the State of Minnesota, including Employer’s Liability with minimum limits are as follows: $500,000 – Bodily Injury by Disease per employee $500,000 – Bodily Injury by Disease aggregate $500,000 – Bodily Injury by Accident The Contractor’s insurance must be “Primary and Non-Contributory”. All insurance policies (or riders) required by this Contract shall be (i) taken out by and maintained with responsible insurance companies organized under the laws of one of the states of the United States and qualified to do business in the State of Minnesota, (ii) shall name the City, its employees and agents as additional insureds (CGL and umbrella only) by endorsement which shall be filed with the City. A copy of the endorsement must be submitted with the certificate of insurance. Contractor’s policies and Certificate of Insurance shall contain a provision that coverage afforded under the policies shall not be cancelled without at least thirty (30) days’ advanced written notice to the City, or ten (10) days’ notice for non-payment of premium. An Umbrella or Excess Liability insurance policy may be used to supplement Contractor’s policy limits on a follow-form basis to satisfy the full policy limits required by this Contract. 9. WARRANTY. The Contractor warrants all public utility work to be performed by it pursuant to this Agreement against poor material and faulty workmanship. The Contractor shall be held responsible for any and all defects in workmanship and materials which may develop in any part of the contracted service, and upon proper notification by the City shall immediately replace, without cost to the City, any such faulty work. 10. INDEMNIFICATION. To the fullest extent permitted by law, Contractor agrees to defend, indemnify and hold harmless the City, and its employees, officials, and agents from and against all claims, actions, damages, losses and expenses, including reasonable attorney fees, arising out of Contractor’s negligence or its performance or failure to perform its obligations under this Contract. Contractor’s indemnification obligation shall apply to subcontractor(s), or anyone directly or indirectly employed or hired by Contractor, or anyone for whose acts Contractor may be liable. Contractor agrees this indemnity obligation shall survive the completion or termination of this Contract. 11. PERFORMANCE AND PAYMENT BONDS. Performance and Payment Bonds are not required. 12. MISCELLANEOUS. A. Terms used in this Agreement have the meanings stated in the General Conditions. Page 17 of 268 6 B. Owner and Contractor each binds itself, its partners, successors, assigns and legal representatives to the other party hereto, its partners, successors, assigns and legal representatives in respect to all covenants, agreements, and obligations contained in the Contract Documents. C. Any provision or part of the Contract Documents held to be void or unenforceable under any law or regulation shall be deemed stricken, and all remaining provisions shall continue to be valid and binding upon Owner and Contractor, who agree that the Contract Documents shall be reformed to replace such stricken provision or part thereof with a valid and enforceable provision that comes as close as possible to expressing the intention of the stricken provisions. D. Data Practices/Records. (1) All data created, collected, received, maintained or disseminated for any purpose in the course of this Contract is governed by the Minnesota Government Data Practices Act, Minn. Stat. Ch. 13, any other applicable state statute, or any state rules adopted to implement the act, as well as federal regulations on data privacy. (2) All books, records, documents and accounting procedures and practices to the Contractor and its subcontractors, if any, relative to this Contract are subject to examination by the City. E. All reports, plans, models, software, diagrams, analyses, and information generated in connection with performance of this Agreement shall be the property of the City. The City may use the information for its purposes. F. Patented devices, materials and processes. If the Contract requires, or the Contractor desires, the use of any design, devise, material or process covered by letters, patent or copyright, trademark or trade name, the Contractor shall provide for such use by suitable legal agreement with the patentee or owner and a copy of said agreement shall be filed with the Owner. If no such agreement is made or filed as noted, the Contractor shall indemnify and hold harmless the Owner from any and all claims for infringement by reason of the use of any such patented designed, device, material or process, or any trademark or trade name or copyright in connection with the Project agreed to be performed under the Contract, and shall indemnify and defend the Owner for any costs, liability, expenses and attorney's fees that result from any such infringement. G. In providing services hereunder, Contractor shall abide by all statutes, ordinances, rules and regulations pertaining to the provisions of services to be provided. Page 18 of 268 7 H. Assignment. Neither party may assign, sublet, or transfer any interest or obligation in this Contract without the prior written consent of the other party, and then only upon such terms and conditions as both parties may agree to and set forth in writing. I. Waiver. In the particular event that either party shall at any time or times waive any breach of this Contract by the other, such waiver shall not constitute a waiver of any other or any succeeding breach of this Contract by either party, whether of the same or any other covenant, condition or obligation. J. Governing Law/Venue. The laws of the State of Minnesota govern the interpretation of this Contract. In the event of litigation, the exclusive venue shall be in the District Court of the State of Minnesota for Dakota County. K. Severability. If any provision, term or condition of this Contract is found to be or become unenforceable or invalid, it shall not affect the remaining provisions, terms and conditions of this Contract, unless such invalid or unenforceable provision, term or condition renders this Contract impossible to perform. Such remaining terms and conditions of the Contract shall continue in full force and effect and shall continue to operate as the parties’ entire contract. L. Entire Agreement. This Contract represents the entire agreement of the parties and is a final, complete and all-inclusive statement of the terms thereof, and supersedes and terminates any prior agreement(s), understandings or written or verbal representations made between the parties with respect thereto. M. Permits and Licenses; Rights-of-Way and Easements. The Contractor shall give all notices necessary and incidental to the construction and completion of the Project. The City will obtain all necessary rights-of-way and easements. The Contractor shall not be entitled to any additional compensation for any construction delay resulting from the City’s not timely obtaining rights-of-way or easements. N. If the work is delayed or the sequencing of work is altered because of the action or inaction of the Owner, the Contractor shall be allowed a time extension to complete the work but shall not be entitled to any other compensation. Page 19 of 268 Page 20 of 268 QUOTE FORM CONTRACTOR: B&B Commercial Coating, LLC QUOTE FORM 2025 HYDRANT RECONDITIONING PROJECT LAKEVILLE, MINNESOTA THIS QUOTE IS SUBMITTED TO: The City of Lakeville 20195 Holyoke Avenue Lakeville, MN 55044 1.01 The undersigned contractor proposes and agrees, if this Quote is accepted, to enter into an Agreement with OWNER in the form included in the Quoting Documents to perform all Work as specified or indicated in the Quoting Documents for the prices and within the times indicated in the Quote and in accordance with the other terms and conditions of the Quoting Documents. 2.01 The Quote will remain subject to acceptance for 60 days after the opening, or for such longer period of time that Contractor may agree to in writing upon request of OWNER. 3.01 In submitting this Quote, Contractor represents, as set forth in the Agreement, that: A. Contractor has examined and carefully studied the Quoting Documents, the other related data identified in the Quoting Documents, and the following Addenda, receipt of all which is hereby acknowledged. Addendum No. Addendum Date B. 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. C. 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. D. Contractor has carefully studied all: (1) reports of explorations and tests of subsurface conditions at or contiguous to the Site and all drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the Site (except Underground Facilities) which have been identified in the Supplementary Conditions as provided in Paragraph 5.05 of the General Conditions, Page 21 of 268 and (2) reports and drawings of a Hazardous Environmental Condition, if any, which has been identified in the Supplementary Conditions as provided in Paragraph 5.06 of the General Conditions. E. Contractor has obtained and carefully studied (or assumes responsibility for having done so) all additional or supplementary examinations, investigations, explorations, tests, studies and data concerning conditions (surface, subsurface and Underground Facilities) at or contiguous to the Site which may affect cost, progress, or performance of the Work or which relate to any aspect of the means, methods, techniques, sequences, and procedures of construction to be employed by Contractor, including applying the specific means, methods, techniques, sequences, and procedures of construction expressly required by the Quoting Documents to be employed by Contractor, and safety precautions and programs incident thereto. F. Contractor does not consider that any further examinations, investigations, explorations, tests, studies, or data are necessary for the determination of this Quote for performance of the Work at the price(s) quoted and within the times and in accordance with the other terms and conditions of the Quoting Documents. G. Contractor is aware of the general nature of work to be performed by OWNER and others at the Site that relates to the Work as indicated in the Quoting Documents. H. Contractor has correlated the information known to Contractor, information and observations obtained from visits to the Site, reports and drawings identified in the Quoting Documents, and all additional examinations, investigations, explorations, tests, studies, and data with the Quoting Documents. I. Contractor has given ENGINEER written notice of all conflicts, errors, ambiguities, or discrepancies that Contractor has discovered in the Quoting Documents, and the written resolution thereof by ENGINEER is acceptable to Contractor. J. The Quoting Documents are generally sufficient to indicate and convey understanding of all terms and conditions for the performance of the Work for which this Quote is submitted. 4.01 Contractor further represents that: A. The prices in this Quote have been arrived at independently, without consultation, communication or agreement as to any matters relating to such prices with any other Contractor or with any competitor for the purpose of restricting competition. B. The prices in this Quote have not or will not be knowingly disclosed to any other Contractor or competitor prior to opening of the Quotes. C. No attempt has been made or will be made by the Contractor to induce any other person or firm to submit or not to submit a Quote for the purpose of restricting competition. 4.02 Contractor understands that the law may require the Owner, or Engineer at the Owner’s direction, to undertake an investigation and submit an evaluation concerning Contractor’s responsiveness, responsibility, and qualifications before awarding a contract. Contractor hereby waives any and all claims, of whatever nature, against Owner, Engineer and their employees and agents, which arise out of or relate to such investigation and evaluation, and statements made as a result thereof, except for statements that can be shown by clear and convincing evidence to be intentionally false and made with actual malice. Nothing in this paragraph is intended to restrict Contractor’s rights to challenge a contract pursuant to law. 5.01 Contractor will complete the Work in accordance with the Contract Documents for the following price(s): A. All specific cash allowances are included in the price(s) set forth below and have been computed in accordance with paragraph 13.03 of the General Conditions. Page 22 of 268 Page 23 of 268 A Partnership Partnership Name: By: (Signature of General Partner) Name (typed or printed): Business address: Phone No.: Fax No.: Email: A Corporation Corporation Name: (SEAL) State of Incorporation: Type (General Business, Professional, Service, Limited Liability): By: (Signature) Name (typed or printed): Title: Attest: (CORPORATE SEAL) (Signature of Corporate Secretary) Business address: Phone No.: Fax No.: Email: Page 24 of 268 A Joint Venture Joint Venture Name: (SEAL) By: (Signature of Joint Venture Partner) Name (typed or printed): Type: Business address: Phone No.: Fax No.: Email: Joint Venturer Name: (SEAL) By: (Signature) Name (typed or printed): Type: Business address: Phone No.: Fax No.: Email: Phone and Fax Number, and Address for receipt of official communications: (Each joint venturer must sign. The manner of signing for each individual, partnership, and corporation that is a party to the joint venture should be in the manner indicated above). Page 25 of 268 Page 26 of 268 Page 27 of 268 Page 28 of 268 Page 29 of 268 Page 30 of 268 Page 31 of 268 Page 32 of 268 Page 33 of 268 Page 34 of 268 Page 35 of 268 Page 36 of 268 Date: 5/19/2025 Kenrick Corner Second Addition Development Contract and Stormwater Maintenance Agreement Proposed Action Staff recommends adoption of the following motion: Move to approve: 1) the Development Contract for Kenrick Corner Second Addition, and 2) the Stormwater Maintenance Agreement. Overview The City Council approved the final plat and resolution for Kenrick Corner Second Addition on March 3, 2025. A stipulation of the resolution requires the Developer to sign a development contract and all documents pursuant to the approved development contract. The stormwater maintenance agreement is required due to the private storm sewer system to collect and convey site runoff to the public stormwater management basin. The developer-signed documents are attached. Supporting Information 1. Signed Development Contract 2. Signed Stormwater Maintenance Agreement 3. Approved Final Plat Financial Impact: $0 Budgeted: No Source: Envision Lakeville Community Values: Diversified Economic Development Report Completed by: Kris Jenson, Planning Manager Page 37 of 268 1 Kenrick Corner Second Addition 234145v3 (reserved for recording information) DEVELOPMENT CONTRACT (Developer Installed Improvements) KENRICK CORNER SECOND ADDITION CONTRACT dated ____________________, 2025, by and between the CITY OF LAKEVILLE, a Minnesota municipal corporation (“City”), and MESENBRINK CONSTRUCTION & ENGINEERING, INC., a Minnesota corporation (the “Developer”). 1. REQUEST FOR PLAT AND SITE PLAN APPROVAL. The Developer has asked the City to approve a plat and site plan for KENRICK CORNER SECOND 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 A, Kenrick Corner, Dakota County, Minnesota, according to the recorded plat thereof. 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. Page 38 of 268 2 Kenrick Corner Second Addition 234145v3 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 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 Page 39 of 268 3 Kenrick Corner Second Addition 234145v3 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 H. Underground Utilities I. Setting of Iron Monuments Page 40 of 268 4 Kenrick Corner Second Addition 234145v3 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. 9. CONTRACTORS/SUBCONTRACTORS. City Council members, City employees, and City Planning Commission members, and corporations, partnerships, and other entities in which such Page 41 of 268 5 Kenrick Corner Second Addition 234145v3 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 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. Page 42 of 268 6 Kenrick Corner Second Addition 234145v3 13. LICENSE. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the plat to perform all work and inspections deemed appropriate by the City in conjunction with plat development. 14. EROSION CONTROL. Prior to initiating site grading, the erosion control plan, Plan B, shall be implemented by the Developer and inspected and approved by the City. The City may impose additional erosion control requirements if they would be beneficial. All areas disturbed by the grading operations shall be stabilized per the MPCA Stormwater Permit for Construction Activity. Seed shall be in accordance with the City’s current seeding specification which may include temporary seed to provide ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion. If the Developer does not comply with the MPCA Stormwater Permit for Construction Activity or with the erosion control plan and schedule or supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer’s and City’s rights or obligations hereunder. If the Developer does not reimburse the City for any cost the City incurred for such work within ten (10) days, the City may draw down the letter of credit to pay any costs. No development, utility or street construction will be allowed and no building permits will be issued unless the plat is in full compliance with the approved erosion control plan. The Developer is responsible for obtaining a MPCA Construction Permit for the site as well as developing a SWPPP for the site prior to construction. The permit requires that all erosion and sediment BMPS be clearly outlined in a site’s SWPPP. No grading or tree removals can take place until the City has reviewed and approved the SWPPP for the site. Changes made throughout construction must be documented in the SWPPP. The MS4 Administration Fee has not been collected on the parent parcel and shall be paid with the final plat, calculated as follows: Page 43 of 268 7 Kenrick Corner Second Addition 234145v3 $22,000.00 x 2% = $440.00 Grading Cost Kenrick Corner Second Addition 2025 Rate MS4 Administration Fee Kenrick Corner Second Addition 15. GRADING. The plat shall be graded in accordance with the approved grading development and erosion control plan, Plan “B”. The plan shall conform to City of Lakeville specifications. Within thirty (30) days after completion of the grading and final establishment of the ground cover or temporary stabilization approved by the City, the Developer shall provide the City with an “as constructed” grading plan certified by a registered land surveyor or engineer that all storm water treatment/infiltration basins and swales, have been constructed on public easements or land owned by the City. The “as constructed” plan shall include field verified elevations of the following: a) cross sections of storm water treatment/infiltration basins; b) location and elevations along all swales, wetlands, wetland mitigation areas if any, locations and dimensions of borrow areas/stockpiles, and installed “conservation area” posts; and c) lot corner elevations and building pads, and all other items listed in City Code Section 10-3-5.NN. The City will withhold issuance of a Certificate of Occupancy until the approved certified grading plan is on file with the City and all erosion control measures are in place as determined by the City Engineer. The Developer certifies to the City that all footings placed on fill have been monitored and constructed to meet or exceed FHA/HUD 79G specifications. The soils observation and testing report, including referenced development phases and lot descriptions, shall be submitted to the Building Official for review prior to the issuance of the Certificate of Occupancy. Prior to the release of the grading and erosion control security, the “as-constructed” plan for the lot must be submitted to verify that the final as-built grades and elevations of the specific lot and all building 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. Page 44 of 268 8 Kenrick Corner Second Addition 234145v3 The Developer shall certify to the City that all lots with footings placed on fill have been monitored and constructed to meet or exceed FHA/HUD 79G specifications. Prior to issuance of building permits, the soils observation and testing report, and an as-built certified grading plan must be submitted and approved by City staff. 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. A National Pollution Discharge Elimination System General Stormwater Permit for construction activity shall be applied for as required from the Minnesota Pollution Control Agency. 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, 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- Page 45 of 268 9 Kenrick Corner Second Addition 234145v3 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. The Developer shall construct a private storm sewer system within Lot 1, Block 1, to collect and convey stormwater runoff generated from within the site to the public stormwater management basin located within Outlot B, Kenrick Corner. The Developer shall install stormwater facilities with an energy dissipator and skimmer to provide pretreatment of storm sewer from the development prior to entering the public stormwater management basin located within Outlot B, Kenrick Corner. The Developer shall enter into a stormwater maintenance agreement in a recordable form approved by the City and grant an easement to the City over the private storm sewer system. Draintile construction is required in areas of non-granular soils within Kenrick Corner Second 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 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 Kenrick Corner Second Addition 70,132 s.f. Total Storm Sewer Charge Area 70,132 s.f. 70,132 s.f. x $0.250/s.f. = $17,533.00 Net Area Kenrick Corner Second Addition 2025 Unit Rate Storm Sewer Charge Kenrick Corner Second Addition Page 46 of 268 10 Kenrick Corner Second Addition 234145v3 Final locations and sizes of all storm sewer facilities will be reviewed by City staff with the final construction plans. 20. SANITARY SEWER. The Developer shall construct and extend privately owned and maintained 6-inch sanitary sewer from an existing service stub adjacent to the private roadway on the south side of the platted area. The Sanitary Sewer Availability Charge has not been collected on the parent parcel and must be paid with the building permit application. 21. WATERMAIN. The Developer shall construct and extend a privately owned and maintained 6-inch water service from an existing service stub adjacent to the private roadway on the south side of the platted area. The Developer shall pay a cash fee for the Lateral Watermain Charge for the front footage along Kenrick Avenue at the time of final plat approval, calculated as follows: Lateral Watermain Charge Summary 138 feet x $48.00/foot = $6,624.00 Total Front Foot Kenrick Avenue 2025 Unit Rate Lateral Watermain Charge Kenrick Corner Second Addition 22. SITE PLAN. The site plan proposes a 9,600 square foot, single story commercial building with parking lots on side of the building to serve each use. The lots will have access from the private drive along the south side of the parcel. There will be no direct access to the west parking lot from Kenrick Avenue. 23. UNDERGROUNDING OF OVERHEAD LINES. Existing aboveground equipment (utility lines and poles) are located along the west side of the parent parcel. The Developer shall bury the existing aboveground equipment along the frontage of Kenrick Corner final plat and Kenrick Corner Second Addition final plat, consistent with the City’s Public Ways and Property Ordinance and Kenrick Corner Development Agreement. The Developer shall pay a cash escrow for undergrounding of the lines adjacent to Kenrick Corner Second Addition in conformance with City Ordinance requirements. The escrow amount of $21,041.06 is based on a cost estimate provided by the facility owner, Dakota Electric Association, for Page 47 of 268 11 Kenrick Corner Second Addition 234145v3 the work necessary to complete the undergrounding of the Kenrick Corner Second Addition plat frontage and has been prorated to reflect the front footage adjacent to Lot 1, Block 1, only. 24. CONSTRUCTION ACCESS. Construction traffic access and egress for grading, utility and street construction is restricted to the Kenrick Avenue private drive entrance. 25. 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. The Park Dedication requirement will be collected with the final plat, calculated as follows: Dedication Requirement Summary Gross Area of Kenrick Corner Second Addition 1.61 acres Total Buildable Area 1.61 acres 1.61 acres x $9,477 = $15,257.97 Buildable Area Kenrick Corner Second Addition 2025 Unit Rate Dedication Requirement Kenrick Corner Second Addition 26. STREET LIGHT OPERATION COSTS. The Developer shall pay a cash fee for one-year of streetlight operating expenses at the time of final plat approval, calculated as follows: 138 feet x $1.13/front foot = $155.94 Total Front Foot Kenrick Corner Second Addition 2025 Rate Streetlight Operating Fee Kenrick Corner Second Addition 27. ENVIRONMENTAL RESOURCES EXPENSES. A cash fee for one-year of environmental resources management expenses shall be paid with the final plat and is calculated as follows: 1 unit x $61.52/unit x 4.20 = $258.38 Total Units Kenrick Corner Second Addition 2025 Rate Utility Factor Environmental Resources Fee Kenrick Corner Second Addition 28. LANDSCAPING. Landscaping shall be installed in accordance with the approved landscape plan. The Developer shall post a $17,500.00 landscaping security at the time of final plat approval to ensure that the landscaping is installed in accordance with the approved plan. 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 Page 48 of 268 12 Kenrick Corner Second Addition 234145v3 planting. The Developer or property owner is responsible for contacting the City when all the landscaping has been installed to set up an inspection. 29. RETAINING WALLS. The Developer shall construct privately owned and maintained retaining walls. The Developer shall post a $15,000.00 security with the final plat for construction of the retaining walls. The Developer shall enter into an encroachment agreement in a recordable form approved by the City to be recorded with the final plat for the retaining walls proposed within the City’s drainage and utility easements. All modular block retaining walls constructed as part of the subdivision grading plan must meet MN/DOT requirements. A registered engineer must design any retaining wall that has a combined height greater than four feet (4'). The building official must approve the retaining wall plans and each retaining wall is subject to issuance of a separate building permit. The walls must be constructed prior to the issuance of building permits. The Developer shall own and maintain the retaining walls. 30. TREE PRESERVATION. The plan identifies a total of 67 trees onsite. As proposed, 54 trees will be saved, and 13 will be removed. The Developer shall implement measures to protect significant trees as identified in the Tree Preservation ordinance (10-4-11), including but not limited to tree protection fencing and erosion control measures, prior to the start of tree removals or other site work and maintained throughout construction. Trees to be preserved that are damaged or removed will require replacement. 31. SPECIAL PROVISIONS. The following special provisions shall apply to plat development: A. Implementation of the recommendations listed in the December 13, 2024, and December 13, 2024, Engineering Report. B. The site and building shall be developed in accordance with the plans approved by the City Council. C. All signs shall comply with Zoning Ordinance requirements for the Freeway Corridor District. A sign permit shall be issued by the Community Development Department prior to installation of any signs. Page 49 of 268 13 Kenrick Corner Second Addition 234145v3 D. Site lighting shall not glare onto public streets and shall not exceed one-foot candle at the property line. E. If exterior mechanical equipment is to be placed on the site, it must be screened from view with landscaping and fencing if ground mounted or with fencing if roof mounted and over three feet in height. F. If trash will be kept outside of the building, a trash enclosure must be shown on the plans and in compliance with the requirements of Section 11-18-11. 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 $100.00 security for the final placement of interior subdivision iron monuments at property corners. The security was calculated as follows: one (1) 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 $90.00. 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. J. The Developer shall maintain the cross access easement recorded against the property for the private drive benefitting Lot 1, Block 1, Kenrick Corner Second Addition and Lots 1 and 2, Block 1, Kenrick Corner Addition. Page 50 of 268 14 Kenrick Corner Second Addition 234145v3 32. 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 $54,900.00. The amount of the security was calculated as follows: CONSTRUCTION COSTS: A. Storm Sewer Connection $5,000.00 B. Site Grading, Erosion Control, Restoration 15,000.00 CONSTRUCTION SUB-TOTAL $20,000.00 OTHER COSTS: A. Developer’s Design (3.0%) $600.00 B. Developer’s Construction Survey (2.5%) 500.00 C. City Legal Expenses (Est. 0.5%) 100.00 D. City Construction Observation (Est. 5.0%) 1,000.00 E. City Record Drawings (0.5%) 100.00 F. Landscaping 17,500.00 G. Retaining Walls 15,000.00 H. Lot Corners/Iron Monuments 100.00 OTHER COSTS SUB-TOTAL $34,900.00 TOTAL SECURITIES: $54,900.00 This breakdown is for historical reference; it is not a restriction on the use of the security. The bank shall be subject to the approval of the City Administrator. The City may draw down the security, on five (5) business days written notice to the Developer, for any violation of the terms of this Contract or without notice if the security is allowed to lapse prior to the end of the required term. If the required public improvements are not completed at least thirty (30) days prior to the expiration of the security, the City may also draw it down without notice. If the security is drawn down, the proceeds shall be used to cure the default. Upon receipt of proof satisfactory to the City that work has been completed and financial obligations to the City have been satisfied, with City approval the security may be reduced from time to time by ninety percent Page 51 of 268 15 Kenrick Corner Second Addition 234145v3 (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. 33. 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 $15,257.97 B. Storm Sewer Charge 17,533.00 C. MS4 Administration Fee 440.00 D. Street Light Operating Fee 155.94 E. Environmental Resources Management Fee 258.38 F. Property Data and Asset/Infrastructure Management Fee 90.00 G. Lateral Watermain Charge 6,624.00 H. Future Burial of Overhead Utilities 21,041.06 I. City Engineering Administration (3% for letters of credit) 600.00 TOTAL CASH REQUIREMENTS $62,000.35 34. 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 Page 52 of 268 16 Kenrick Corner Second Addition 234145v3 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. 35. 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. 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 Page 53 of 268 17 Kenrick Corner Second Addition 234145v3 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. 36. 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. 37. 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. Page 54 of 268 18 Kenrick Corner Second Addition 234145v3 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 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. Page 55 of 268 19 Kenrick Corner Second Addition 234145v3 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 The Developer’s and general contractor’s insurance must be “Primary and Non-Contributory”. Page 56 of 268 20 Kenrick Corner Second Addition 234145v3 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 57 of 268 21 Kenrick Corner Second Addition 234145v3 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. 38. 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: 7765 175th Street, Prior Lake, Minnesota 55372. 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 Page 58 of 268 22 Kenrick Corner Second Addition 234145v3 of the City Administrator at the following address: Lakeville City Hall, 20195 Holyoke Avenue, Lakeville, Minnesota 55044. Page 59 of 268 23 Kenrick Corner Second Addition 234145v3 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 60 of 268 Page 61 of 268 234271v1 STORMWATER MAINTENANCE AGREEMENT/ BEST MANAGEMENT PRACTICE FACILITIES AND EASEMENT AGREEMENT THIS AGREEMENT is made and entered into as of the ______ day of _____________, 2025, by and between MESENBRINK CONSTRUCTION & ENGINEERING, INC., a Minnesota corporation (the (“Owner”) and the CITY OF LAKEVILLE, a Minnesota municipal corporation (the “City”). RECITALS 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 Kenrick Corner Second Addition plat; and C. The final plans for Kenrick Corner 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 Property (the “Easement Area”) legally described on Exhibit B attached hereto to comply with work required under the terms of this 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: Page 62 of 268 234271v1 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 permission to the City, its authorized agents and employees, to enter upon the Property and to inspect the stormwater management/BMP facilities whenever the City 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”). B. In the event the Owner, its successors and assigns, fails to maintain the Stormwater Facilities in good working condition acceptable to the City 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 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 Area 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 Page 63 of 268 234271v1 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 access to the Stormwater Facilities over, on and across the Property and 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 Area. The easement shall include the rights, but not the obligation, of the City, its contractors, agents, servants, and assigns, to enter upon the Easement to construct, reconstruct, inspect, repair, and maintain said private Stormwater Facilities together with the right to grade, level, fill, drain, pave, and excavate the Easement Area, 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. This Agreement imposes no liability of any kind whatsoever on the City. 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 its own negligent acts in the performance of the Owner’s required work under this Agreement, but this indemnification shall not extend to intentional or grossly negligent acts. 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: To the Owner: Mesenbrink Construction & Engineering, Inc. 7765 175th Street Prior Lake, MN 55372 To the City: City of Lakeville 20195 Holyoke Avenue Lakeville, Minnesota 55044 Attn: City Administrator 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. Page 64 of 268 234271v1 9. Successors/Covenants Run with Property. All duties and obligations of Developer under this Agreement shall also be duties and obligations of Developer’s successors and assigns. The terms and conditions of this Agreement shall run with the Property. Page 65 of 268 Page 66 of 268 234271v1 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 67 of 268 234271v1 EXHIBIT A TO STORMWATER MAINTENANCE AGREEMENT Legal Description of the Property The land to which this Stormwater Maintenance Agreement applies is legally described as follows: Lot 1, Block 1, Kenrick Corner Second Addition, Dakota County, Minnesota, according to the recorded plat thereof. Page 68 of 268 234271v1 EXHIBIT B Page 1 TO STORMWATER MAINTENANCE AGREEMENT Legal description of the Easement A 10.00 foot wide ingress and egress easement over and across Lot 1, Block 1, KENRICK CORNER SECOND ADDITION, Dakota County, Minnesota the centerline of which is described as follows: Commencing at the most southerly corner of said Lot 1; thence on an assumed bearing of North 5 degrees 29 minutes 44 seconds West 36.85 feet; thence North 82 degrees 52 minutes 2 seconds West 9.85 feet to the point of beginning of said centerline to be described; thence North 7 degrees 1 minute 35 seconds East, perpendicular to the last described line, 56.98 feet; thence North 77 degrees 49 minutes 36 seconds East 125.66 feet and said centerline there terminating. Page 69 of 268 234271v1 EXHIBIT B Page 2 TO STORMWATER MAINTENANCE AGREEMENT Page 70 of 268 234271v1 EXHIBIT C CITY OF LAKEVILLE ENGINEERING STANDARDS FOR STORM WATER TREATMENT FACILITIES 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. Page 71 of 268 Page 72 of 268 Date: 5/19/2025 Agreement with Met-Con Construction for Fine Arts Building Renovation & Improvements Proposed Action Staff recommends adoption of the following motion: Move to approve Agreement with Met-Con Construction for Fine Arts Building Renovation & Improvements. Overview With acquisition of the Fine Arts Building, programming at the Lakeville Arts Center (LAAC) has experienced significant growth over the last two year. LAAC has experienced unprecedented growth in programming over the last two years. A contributing factor to program growth has been the community’s interest and involvement in ceramics classes. The Fine Arts Building as well as the acquisition of a gas kiln, funded by generous donations from MN Energy Resources and the Friends of the Lakeville Area Arts Center, are taking LAAC programming to a new level. Program offerings will diversify, and the firing process will become more efficient. The gas kiln will have a substantial impact on programming at the LAAC, but it does require some renovation. The kiln requires a large entrance and a room with a series of specifications in order to run safely. To prepare for the arrival of the gas kiln, updates such as asbestos abatement, ventilation, flooring, and a garage door will need to be completed. Two proposals were received for the project with Met-Con Construction being the lower bid at $91,808.00. This project was not budgeted but due to the reduced cost of other projects, there is room in the Facility CIP budget. The approval of these expenses will allow LAAC to accept the donation of the kiln, which will increase program offerings and overall revenue. Supporting Information 1. Agreement Met-Con Construction 2. Proposal from Met-Con Construction 3. Proposal from Greystone Construction Financial Impact: $91,808.00 Budgeted: No Source: Facility CIP Envision Lakeville Community Values: Access to a Multitude of Natural Amenities and Recreational Opportunities Report Completed by: Nicki Pretzer, Arts Center Manager Page 73 of 268 Page 74 of 268 Page 75 of 268 Page 76 of 268 Page 77 of 268 Page 78 of 268 Page 79 of 268 Page 80 of 268 Page 81 of 268 Page 82 of 268 Page 83 of 268 Page 84 of 268 Your Vision. Our Team. Great Projects. 2995 Winners Circle Drive #200, Shakopee, MN 55379 | 952-496-2227 | GreystoneConstruction.com Proposal Prepared for Tom Breeggemann Lakeville Learning Center Door and Concrete Lakeville, MN 4.25.25 Scope of Work – Option 2 – BASE BID (Stoop and Sidewalk) Base Bid $104,875 • Demo o Sawcut Window and Door Opening ▪ Door RO to be 6’-4 ½” x 7’-2 ½” • Proper shoring to support joists. o Chip Out Block and Brick. ▪ Prep for proper tooth in for block and brick. o Temp Openings ▪ Provide proper temp opening on exterior. • Concrete o Footing ▪ Approx. 15 LF. • 2’-0” width x 2’-0” depth. o (2) #5 rebar continuously. o #4 rebar dowels at 1’-0” OC. o Poured Wall ▪ Approx. 22 LF. • 1’-4” width x 3’-0” depth. o #4 rebar at 1’-0” OC each way. Page 85 of 268 Proposal prepared for Lakeville Learning Center Door and Concrete | Lakeville, MN Page 2 of 6 o Stoop ▪ Stoop to be 10’-0” x 6’-0”. • Approx. 4” thick with thickened edges. o #4 rebar and dowels single mat at 1’-0” OC. o Sidewalk ▪ Sidewalk figured to be 50’-0” x 15’-0”. • Approx. 4” thick throughout. o #4 rebar single mat at 2’-0” OC. • Masonry o Tooth 8” masonry block into existing. ▪ Finished face on RO. ▪ Type S grey mortar mix. o Tooth 4” brick into existing. ▪ Finished face on RO. ▪ Use existing material. ▪ Type S grey mortar mix. • Metals o Provide proper lintel or angle over opening. ▪ Sizes to be determined in structural drawings. o Provide metal flashing. ▪ Within jambs for opening. • Electrical o Demo all receptacles fixtures on exterior wall and ceiling. o Install 20A 120V and controls for HVAC equipment as well as (3) LED strip lights. • HVAC o Demo of existing lay-in diffusers – install of owner supplied vent through the roof. o Furnish and install gas piping, (1) combustion air intake and (1) 300 CFM exhaust (12.5 air changes per hour) fan. • ACT o ACT 2x2 Ceiling – Allowance of $1,500. ▪ Install new if decide differently. • Paint and Base o Painting portion - Allowance of $3,000. o Install 4” vinyl base and install “white” paint on interior block and black on ceiling. • Earthwork o Excavate stoop footings. ▪ Approx. 5’-0” depth o Backfill footing and poured wall. ▪ Use excavated material for backfill. ▪ 1’-6” lifts and compaction o Final Grade ▪ Tune up site with excavated black material - excludes seed / sod. Page 86 of 268 Proposal prepared for Lakeville Learning Center Door and Concrete | Lakeville, MN Page 3 of 6 Scope of Work (Man Door Alternate to Base Bid) Base Bid $9,450 • Man Door o Installation of man door. ▪ Door to be 6’ x 7’ HM door. ▪ Hardware • Closure • Panic Bar • Key lock and unlock. Scope of Work (Overhead Door Alternate to Base Bid) Base Bid $4,200 • Overhead Door o Installation of overhead door. • Insulated overhead door to be 6’ x 6’. o Does not include opener – this will be manual. • I am not sure this is going to be the right application for this project, we are going to have to go with an overhead garage door and I don’t know if we have the room for all the track and such inside. o This is just the price for the door not the price to move everything for the track to be installed. Allowance of $3,000 for Permit Included in Pricing. Allowance of $5,500 for Structural Engineering Included in Pricing. Private and Public Locates Included in Pricing. Page 87 of 268 Proposal prepared for Lakeville Learning Center Door and Concrete | Lakeville, MN Page 4 of 6 Exclusions (unless noted in scope above) • Design and Code Compliance • Engineering/Architectural Design • Permits • Utility/Private Locates • Signage • Unforeseen Below Grade Conditions • Emergency Responder Communication Enhancement System • Hazardous Materials • Material Testing • Special Inspections • Winter Conditions • Temp Enclosures • Electrical • Fire Suppression • Mechanical/HVAC • Plumbing • Irrigation • Security Equipment • Landscaping • Seed/Sod Clarifications • Work to be performed between Monday and Friday during regular hours • No overtime or weekend work included • This proposal may be withdrawn by Greystone if not accepted within 30 days • Upon acceptance of this proposal, all notations as stated above shall be incorporated as part of the contract documents unless otherwise noted • The attached Terms of Agreement are part of this Proposal Proposal Prepared By Landon Karst, Project Manager Greystone Construction | Facility Solutions Division Email: lkarst@greystoneconstruction.com Office: 952-278-1147 | Mobile: 952-270-8686 Page 88 of 268 Proposal prepared for Lakeville Learning Center Door and Concrete | Lakeville, MN Page 5 of 6 Terms of Agreement 1. The Work. Contractor agrees to perform, and Owner agrees to accept, the work described per the attached Proposal. 2. Contract Price. Owner agrees to pay to Contractor for the Work in the sum identified in the attached Proposal. 3. Payment Terms. Invoice upon Completion, Due Net 30 Days, No Retainage. At Contractor’s option, monthly progress invoices for projects exceeding 45 days or that require vendor down payment(s), Due Net 30 Days, No Retainage. Payment due but unpaid shall bear interest at the legal rate. 4. Insurance. Contractor shall secure and maintain insurance policies and limits per the attached sample insurance certificate. Owner shall secure, name contractor as additional insured, and maintain policies of property (builder’s risk) and general liability insurance which include coverage for the Work. The parties waive all rights against each other and any of their agents and employees for damages caused by the other to the extent such damages are covered by any of the insurance policies required herein. Prior to the commencement of the Work, each party shall deliver to the other certificates of insurance evidencing the existence of the required insurance. 5. Claims for Consequential Damages. The Contractor and Owner waive claims against each other for consequential damages arising out of or relating to this Contract. This mutual waiver includes damages incurred by the Owner for rental expenses, for losses of use, income, profit, financing, business and reputation, and for loss of management or employee productivity or of the services of such persons; and damages incurred by the Contractor for principal office expenses including the compensation of personnel stationed there, for losses of financing, business and reputation, and for loss of profit except anticipated profit arising directly from the Work. 6. Covenant/Completion of the Work. Contractor shall complete the Work per the schedule outlines. If the progress of the Work is delayed by inclement weather, delays in delivery of materials, acts of God or other casualties or causes beyond Contractor’s control, then the time to commence and/or complete the Work herein shall be extended accordingly along with applicable damages, if any. 7. Indemnification. Contractor, shall indemnify and hold harmless the Owner, its agents and employees, from and against any claims, damages, losses and expenses, arising out of or resulting from the performance of the Work, but only to the extent caused solely by the negligent acts or omissions of Contractor, its subcontractors, anyone directly or indirectly employed by Contractor. Owner agrees to indemnify and hold harmless the Contractor and Design Consultants, and all Subcontractors and Subsubcontractors of Contractor, harmless from all claims for bodily injury, property damage to the extent that such claims are caused by a negligent act or omission of the Owner, its subcontractors, anyone directly or indirectly employed by the Owner and arise from the Owner’s operations under this Agreement. 8. Warranty. The Contractor warrants to the Owner that all materials and equipment furnished under this Agreement will be new, unless otherwise specified, and that all Work will be of good quality, free from improper workmanship, and defective materials, and in conformance with the Drawings and Specifications. The Contractor agrees to correct all Work performed by it under this Agreement which proves to be defective in material and workmanship within a period of one year from the Date of Substantial Completion. The giving of the warranty in this Section shall not be construed to limit or modify any other legal rights or remedies of the Owner, but shall be in addition to such rights and remedies. 9. Permits. Party responsible to obtain and pay for the building permit and any other permits and governmental fees, licenses and inspections necessary for proper execution and completion of the Work will be per the attached Proposal. 10. Condition of Site. Owner shall provide Contractor with information regarding the condition of the site prior to commencement of construction, including surveys, soils reports and information regarding underground utilities, tanks or other buried equipment or obstructions. Contractor shall not be responsible for damage to known or not known private underground utilities, tanks or other buried equipment or obstructions not clearly disclosed to Contractor prior to commencement of the Work. 11. Existing Conditions. When bound by existing conditions for any work consisting of “replacement in kind” the contractor endeavors to achieve such results with commercially available materials, but does not guarantee exact replication nor warrant that the replacement will meet current codes. Page 89 of 268 Proposal prepared for Lakeville Learning Center Door and Concrete | Lakeville, MN Page 6 of 6 12. Environmental Hazards. Owner is responsible to notify contractor of any known environmental hazards. Owner is responsible for damages and delays for abatement of any known or unknown environmental hazards uncovered during construction. 13. Use of Site. Owner shall provide Contractor with open access to the site for purposes of performing the Work. 14. Clean Up. Contractor shall keep the premises and surrounding area free from accumulation of debris and trash related to the Work. 15. Governing Law. These Terms of Agreement shall be governed by the laws of the place where this project is located. 16. Notice of Lien Rights. Pursuant to Minn. Stat. § 514.011, if construction on non-commercial building or commercial building of 5000 square feet or less Contractor provides the following notice to Owner: (A) ANY PERSON OR COMPANY SUPPLYING LABOR OR MATERIALS FOR THIS IMPROVEMENT TO YOUR PROPERTY MAY FILE A LIEN AGAINST YOUR PROPERTY IF THAT PERSON OR COMPANY IS NOT PAID FOR THE CONTRIBUTIONS. (B) UNDER MINNESOTA LAW, YOU HAVE THE RIGHT TO PAY PERSONS WHO SUPPLIED LABOR OR MATERIALS FOR THIS IMPROVEMENT DIRECTLY AND DEDUCT THIS AMOUNT FROM OUR CONTRACT PRICE, OR WITHHOLD THE AMOUNTS DUE THEM FROM US UNTIL 120 DAYS AFTER COMPLETION OF THE IMPROVEMENT UNLESS WE GIVE YOU A LIEN WAIVER SIGNED BY PERSONS WHO SUPPLIED ANY LABOR OR MATERIAL FOR THE IMPROVEMENT AND WHO GAVE YOU TIMELY NOTICE. 17. Entire Agreement. Terms of Agreement, together with the Proposal constitute the entire Agreement between the Contractor and the Owner with respect to the Work. The Agreement may be amended or modified only in writing and signed by both of the parties. Acceptance of unmodified Agreement is triggered upon the earliest of the following: 1) issuance of an owner PO; 2) notice to proceed; 3) start of the Work. Terms agreed to by: OWNER CONTRACTOR Greystone Construction Company By By Title Title Date Date Page 90 of 268 Date: 5/19/2025 Proposal from Continental Clay Company for the Purchase of a Gas Kiln Proposed Action Staff recommends adoption of the following motion: Move to approve Proposal from Continental Clay Company for the Purchase of a Gas Kiln. Overview Lakeville Area Arts Center (LAAC) has experienced unprecedented growth in programming over the last two years. This was made possible through the acquisition of the Fine Arts Building. A major drive of program growth has come from the community’s interest and involvement in ceramics classes. The Fine Arts Building has made space for the program to evolve and expand; the addition of a gas kiln takes programming to an entirely new level. Currently all students use four electric kilns. These kilns run nearly 24 hours per day, seven days a week to keep up with the volume of work. The gas kiln will allow for an increased number of firings each week and improve overall efficiency. Additionally, this purchase will allow us to better serve the community and increase revenue opportunities for LAAC. Two quotes for the purchase of the gas kiln were received with Continental Clay Company providing the lower bid of $28,925.00. The Friends of the Lakeville Area Arts Center (FLAAC) secured a $10,000 donation from MN Energy Resources for the purchase of the gas kiln and the FLAAC will cover the remaining purchase cost of $18,925.00. Staff appreciates the hard work, ongoing support and generosity of the FLAAC. Supporting Information 1. Continental Clay Company Quote 2. Bailey Pottery Equipment Corp. & Ceramic Supply Quote Financial Impact: $28,925.00 Budgeted: No Source: Donations: Friends of the Lakeville Area Arts Center and MN Energy Resources Envision Lakeville Community Values: Access to a Multitude of Natural Amenities and Recreational Opportunities Report Completed by: Nicki Pretzer, Arts Center Manager Page 91 of 268 Page 92 of 268 Quote Po Box 1577 62-68 Tenbroeck Ave Kingston, NY 12402 ((84) 5) -339-3721 Sold To:Ship To: LAKEVILLE AREA ART CENTER 20195 HOLYOKE AVE LAKEVILLE, MN 55044 USA LAKEVILLE AREA ART CENTER 20195 HOLYOKE AVE LAKEVILLE, MN 55044 USA Page:1 Order Number: Order Date: Salesperson: Customer Number: 0550904 8/11/2023 SS1 Confirm To: slarson@lakevillemn.gov TermsF.O.B.Ship VIACustomer P.O. PPDORIGINABF PREPAID Ordered Back Order AmountPriceUnitItem Number 00-0053069 Discount % Applied Drop Ship BAILEY POTTERY EQUIPMENT CORP. AND CERAMIC SUPPLY (952) 485-4640 PRICES GOOD FOR 30 DAYS REFERENCE NO. 550904 ON ALL CORRESPONDENCE THANK YOU PLEASE SPECIFY: NATURAL GAS OR PROPANE M-404-208 STUDIO 18/12 DELUXE FL EACH 18,900.0018,900.0001.000 0.000 0.00 N M-404-090 HIGH LIMIT #1 EACH 2,400.002,400.0001.000 0.000 0.00 N THIS KILN HAS THE INTERTEK LABORATORIES GAS SAFETY CERTIFICATION AND LABEL. M-404-300A AIR MANIFOLD SYSTEM STUDIO EACH 0.000.0001.000 0.000 0.00 N 404-325-4 3/4 MAXITROL GAS REGULATOR EACH 79.0079.0001.000 0.000 0.00 N USED TO LIMIT INTAKE GAS PRESSURE TO 14" WC C-150-001K 200MM AOS OXY PROBE FINISHED EACH 1,287.001,287.0001.000 0.000 0.00 N C-180-004 STAINLESS MOUNTING BRACKET EACH 45.0045.0001.000 0.000 0.00 N 404-RES-18/12 COMBO. HOOD FOR 18/12 EACH 0.002,150.0000.000 0.000 0.00 N COMBINATION COMBUSTION AND FUME HOOD M-404-075 BURNER PORT HOODS EACH 288.00288.0001.000 0.000 0.00 N M-404-076 SPY PORT HOODS EACH 125.00125.0001.000 0.000 0.00 N Continued Page 93 of 268 Quote Po Box 1577 62-68 Tenbroeck Ave Kingston, NY 12402 ((84) 5) -339-3721 Sold To:Ship To: LAKEVILLE AREA ART CENTER 20195 HOLYOKE AVE LAKEVILLE, MN 55044 USA LAKEVILLE AREA ART CENTER 20195 HOLYOKE AVE LAKEVILLE, MN 55044 USA Page:2 Order Number: Order Date: Salesperson: Customer Number: 0550904 8/11/2023 SS1 Confirm To: slarson@lakevillemn.gov TermsF.O.B.Ship VIACustomer P.O. PPDORIGINABF PREPAID Ordered Back Order AmountPriceUnitItem Number 00-0053069 Discount % Applied Drop Ship BAILEY POTTERY EQUIPMENT CORP. AND CERAMIC SUPPLY (952) 485-4640 F-18/12-OX STUDIO 18/12 OXIDE BONDED FK EACH 990.00990.0001.000 0.000 0.00 N C-167-122412 12 x 24 x 1/2" Ox Bonded SiC EACH 8.000 0.000 COMPONENT0.00 N C-170-2-2S 2" X 2" SQUARE POST EACH 6.000 0.000 COMPONENT0.00 N C-170-25 3/4x12x24 HIGH ALUMINA SHELF EACH 2.000 0.000 COMPONENT0.00 N C-170-4-2S 4" X 2" SQUARE POST EACH 6.000 0.000 COMPONENT0.00 N C-170-6-2S 6" X 2" SQUARE POST EACH 6.000 0.000 COMPONENT0.00 N C-170-7-2S 7" X 2" SQUARE POST EACH 6.000 0.000 COMPONENT0.00 N C-170-8-2S 8" X 2" SQUARE POST EACH 6.000 0.000 COMPONENT0.00 N C-190-001 8" S.S. RAIN CAP: NEED 190-058 EACH 125.00125.0001.000 0.000 0.00 N C-190-058 8" STAINLESS CAP COLLAR W/SCRE EACH 56.0056.0001.000 0.000 0.00 N C-190-003 8x36 LONG INSULATED PIPE EACH 340.00340.0001.000 0.000 0.00 N C-190-004 8x18 LONG INSULATED PIPE EACH 150.55150.5501.000 0.000 0.00 N Continued Page 94 of 268 Quote Po Box 1577 62-68 Tenbroeck Ave Kingston, NY 12402 ((84) 5) -339-3721 Sold To:Ship To: LAKEVILLE AREA ART CENTER 20195 HOLYOKE AVE LAKEVILLE, MN 55044 USA LAKEVILLE AREA ART CENTER 20195 HOLYOKE AVE LAKEVILLE, MN 55044 USA Page:3 Order Number: Order Date: Salesperson: Customer Number: 0550904 8/11/2023 SS1 Confirm To: slarson@lakevillemn.gov TermsF.O.B.Ship VIACustomer P.O. PPDORIGINABF PREPAID Ordered Back Order AmountPriceUnitItem Number 00-0053069 Discount % Applied Drop Ship BAILEY POTTERY EQUIPMENT CORP. AND CERAMIC SUPPLY (952) 485-4640 C-190-090 8 X 48" LONG INSULATED PIPE EACH 1,580.00395.0004.000 0.000 0.00 N C-190-025 8" INSULATED "T" EACH 678.70339.3502.000 0.000 0.00 N C-190-024 8" WALL SUPPORT KIT EACH 113.80113.8001.000 0.000 0.00 N C-190-022 8" WALL BAND EACH 160.0040.0004.000 0.000 0.00 N *C-190-023 FIRE STOP WALL SPACER EACH 70.0070.0001.000 0.000 0.00 N CONSULT WITH BAILEY BEFORE VENTING THIS GAS KILN! DO NOT VENT THIS KILN WITHOUT CONSULTATION!!!! /PACK PACKING/CRATING 600.00600.0001.000 0.000 0.00 N *PLEASE READ THE FOLLOWING IMPORTANT RECEIVING INFORMATION: ALL DAMAGES MUST BE NOTED ON CARRIERS RECEIVING SLIP & INITIALED BY THE DRIVER BEFORE HE LEAVES. CLAIMS WILL NOT BE HONORED BY THE FREIGHT CARRIER OR BAILEY POTTERY UNLESS PROPER NOTATION IS MADE. NOTIFY BOTH THE FREIGHT TERMINAL & BAILEY POTTERY IMMEDIATELY IF THERE IS ANY DAMAGE TO YOUR SHIPMENT. TAKE PICTURES OF THE DAMAGE & RETAIN ALL PACKING MATERIALS UNTIL YOUR CLAIM IS SETTLED. RECIPIENT IS RESPONSIBLE FOR COORDINATING THE RECEIPT DATE WITH THE FREIGHT CARRIER. BAILEY POTTERY EQUIPMENT IS NOT RESPONSIBLE FOR FREIGHT CARRIERS WHO DO NOT ARRIVE AS PROMISED. THE FREIGHT CHARGE BELOW IS AN ESTIMATE FOR A "COMMERCIAL TAILGATE DELIVERY" ONLY. Continued Page 95 of 268 Quote Po Box 1577 62-68 Tenbroeck Ave Kingston, NY 12402 ((84) 5) -339-3721 Sold To:Ship To: LAKEVILLE AREA ART CENTER 20195 HOLYOKE AVE LAKEVILLE, MN 55044 USA LAKEVILLE AREA ART CENTER 20195 HOLYOKE AVE LAKEVILLE, MN 55044 USA Page:4 Order Number: Order Date: Salesperson: Customer Number: 0550904 8/11/2023 SS1 Confirm To: slarson@lakevillemn.gov TermsF.O.B.Ship VIACustomer P.O. PPDORIGINABF PREPAID Ordered Back Order AmountPriceUnitItem Number 00-0053069 Discount % Applied Drop Ship BAILEY POTTERY EQUIPMENT CORP. AND CERAMIC SUPPLY (952) 485-4640 THE TRUCK DRIVER DOES NOT ASSIST IN ANY WAY WITH UNLOADING AND PLACEMENT OF THE FREIGHT. RECIPIENT IS SOLELY RESPONSIBLE FOR OFF-LOADING, PLACEMENT, UNCRATING & INSTALLATION. A FORK LIFT WILL BE REQUIRED TO OFF LOAD THIS SHIPMENT: CONTACT OUR OFFICE FOR DETAILS. 2200 LBS. CLASS 110 Gas firing kiln #123840 REF. # L96PNV2233 FREIGHT CHARGES ARE ESTIMATED, DIFFERENCE IS INVOICED OR REFUNDED Net Order:27,988.05 Less Discount:0.00 Freight:2,430.00 Sales Tax:0.00 Order Total 30,418.05 Deposit Authorization Page 96 of 268 Date: 5/19/2025 Resolutions Awarding Construction Contract and Authorizing Funding for North Creek Greenway Crossing at 170th Street Proposed Action Staff recommends adoption of the following motion: Move to approve 1) resolution awarding construction contract to Blackstone Contractors, LLC; and 2) funding for SRF supplemental agreement amendment for professional services; and 3) funding for lighting with Dakota Electric Association; and 4) resolution authorizing funding and 2025 budget ammendments and transfers for the North Creek Greenway Crossing at 170th Street, City Project 25-15. Overview The City’s adopted 2025-2029 Capital Improvement Plan programs the construction of an improved crossing of 170th Street for the North Creek Greenway in 2025. Improvements include construction of curb extensions/bump-outs into 170th Street with pedestrian signage and pavement striping at a mid-block crossing about 250 feet east of the Embers Avenue intersection. The City and Dakota County are partnering on the project to enhance pedestrian safety by providing a protected area and shorter crossing distance for pedestrians, and increasing pedestrian visibility to oncoming traffic. On Tuesday, May 6, 2025, the City received five bids for City Project 25-15, ranging from a low bid of $277,566.12 submitted by Blackstone Contractors to a high bid of $324,522.18. The engineer’s construction cost estimate was $312,208.40. The City Council approved a supplemental agreement (SA) for engineering on January 6, 2025. The original SA was based on a project scope developed using the best available data along the corridor and results from previous projects of similar scope. The SA amendment reflects changes to the project scope that were identified during final design, specifically additional engineering services for wetland permitting and storm sewer design, that added value to the overall project. SRF's SA amendment identifies the scope of services and cost required to provide the added work and is subject to the Master Agreement for Professional Engineering Services between the City and SRF approved by the City Council on September 20, 2021. Dakota Electric’s letter identifies the scope of services and estimated cost to provide roadway and trail lighting for the project. The City and County will share project responsibilities and costs consistent with adopted Dakota County 2040 Transportation Plan Cost Share policies and as established in the project's Joint Powers Agreement. The City is the lead agency; therefore, the total estimated project cost of $416,572 is reflected in this memo. Page 97 of 268 Supporting Information 1. 2025.05.19 Resolution_Award of Contract 2. 2025.05.06 Bid Tabulation 3. 2025.05.19 Agreement 4. 2025.04.02 SRF_SA Amendment 5. 2025.05.01 DEA_Lighting 6. 2025.05.19 Resolution_Funding Authorization 7. 2025.05.19 Project Financing Financial Impact: $416,572 Budgeted: Yes Source: Multiple Envision Lakeville Community Values: Safety Throughout the Community Report Completed by: Jon Nelson, Assistant City Engineer Page 98 of 268 CITY OF LAKEVILLE RESOLUTION NO. 25- Resolution Awarding Construction Contract for North Creek Greenway Crossing at 170th Street City Project 25-15 WHEREAS, the City of Lakeville received sealed bids on Tuesday, May 6, 2025, at 10:30 a.m. for the construction of an improved crossing of 170th Street for the North Creek Greenway, City Project 25-15; and WHEREAS, the lowest responsible bid was from Blackstone Contractors, LLC. NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Lakeville, Minnesota: Hereby awards the contract to the lowest responsible bidder that meets all the bid requirements, Blackstone Contractors, LLC., with a bid in the amount of $277,566.12. The construction is proposed to be completed as specified in the contract documents. ADOPTED by the Lakeville City Council this 19th day of May 2025. ______________________________ Luke M. Hellier, Mayor _________________________________ Ann Orlofsky, City Clerk Page 99 of 268 Bid AbstractReport Date Bid Release Bid Opening5/6/2025 4/11/2025 2025-05-06T15:30:00.000Z Line Number Description Unit Quantity Price Total Price Total Price Total Price Total Price Total Price Total1 2021.501 MOBILIZATION LUMP SUM 1 $25,000.00 $25,000.00 $22,231.72 $22,231.72 $19,800.25 $19,800.25 $22,500.00 $22,500.00 $35,900.00 $35,900.00 $15,000.00 $15,000.002 2102.503 PAVEMENT MARKING REMOVAL LIN FT 640 $1.00 $640.00 $1.73 $1,107.20 $1.10 $704.00 $1.15 $736.00 $1.05 $672.00 $1.00 $640.003 2102.518 PAVEMENT MARKING REMOVAL SQ FT 102 $3.20 $326.40 $4.03 $411.06 $5.00 $510.00 $5.15 $525.30 $4.75 $484.50 $4.50 $459.004 2104.502 REMOVE PIPE APRON EACH 4 $250.00 $1,000.00 $345.56 $1,382.24 $600.00 $2,400.00 $300.00 $1,200.00 $310.00 $1,240.00 $400.00 $1,600.005 2104.502 REMOVE SIGN EACH 4 $55.00 $220.00 $172.51 $690.04 $30.00 $120.00 $29.00 $116.00 $26.50 $106.00 $26.00 $104.006 2104.502 REMOVE LIGHT FOUNDATION EACH 2 $400.00 $800.00 $345.56 $691.12 $2,325.00 $4,650.00 $415.00 $830.00 $380.00 $760.00 $500.00 $1,000.007 2104.502 SALVAGE ENERGY ABSORBING TERMINAL EACH 2 $500.00 $1,000.00 $629.73 $1,259.46 $685.00 $1,370.00 $1,150.00 $2,300.00 $765.00 $1,530.00 $150.00 $300.008 2104.502 SALVAGE SIGN EACH 2 $55.00 $110.00 $172.51 $345.02 $30.00 $60.00 $29.00 $58.00 $26.50 $53.00 $26.00 $52.009 2104.503 SAWING BIT PAVEMENT (FULL DEPTH) LIN FT 770 $3.50 $2,695.00 $2.01 $1,547.70 $2.60 $2,002.00 $2.00 $1,540.00 $3.45 $2,656.50 $1.00 $770.0010 2104.503 REMOVE PIPE CULVERTS LIN FT 30 $25.00 $750.00 $29.75 $892.50 $35.00 $1,050.00 $35.00 $1,050.00 $20.00 $600.00 $25.00 $750.0011 2104.503 SALVAGE GUARDRAIL LIN FT 190 $12.00 $2,280.00 $4.61 $875.90 $11.00 $2,090.00 $11.50 $2,185.00 $11.75 $2,232.50 $8.00 $1,520.0012 2104.504 REMOVE BITUMINOUS PAVEMENT SQ YD 860 $5.00 $4,300.00 $10.94 $9,408.40 $4.00 $3,440.00 $7.00 $6,020.00 $7.65 $6,579.00 $9.00 $7,740.0013 2104.518 REMOVE SIDEWALK SQ FT 120 $3.00 $360.00 $2.38 $285.60 $3.00 $360.00 $5.00 $600.00 $1.60 $192.00 $4.00 $480.0014 2104.518 REMOVE BITUMINOUS WALK SQ FT 6,930 $1.50 $10,395.00 $0.99 $6,860.70 $0.35 $2,425.50 $1.55 $10,741.50 $0.75 $5,197.50 $0.50 $3,465.0015 2104.601 HAUL SALVAGED MATERIAL LUMP SUM 1 $500.00 $500.00 $3,000.77 $3,000.77 $4,200.00 $4,200.00 $4,500.00 $4,500.00 $1,250.00 $1,250.00$1,200.00 $1,200.0016 2104.602 SALVAGE SIGN SPECIAL EACH 1 $400.00 $400.00 $172.51 $172.51 $30.00 $30.00 $29.00 $29.00 $26.50 $26.50 $26.00 $26.0017 2106.507 EXCAVATION - COMMON CU YD 655 $25.00 $16,375.00 $23.24 $15,222.20 $26.00 $17,030.00 $6.00 $3,930.00 $43.50 $28,492.50 $25.00 $16,375.0018 2106.507 EXCAVATION - SUBGRADE CU YD 320 $25.00 $8,000.00 $19.79 $6,332.80 $26.00 $8,320.00 $23.50 $7,520.00 $43.50 $13,920.00 $25.00 $8,000.0019 2106.507 SELECT GRANULAR EMBANKMENT MOD 10% (CV) CU YD 320 $30.00 $9,600.00 $32.27 $10,326.40 $63.00 $20,160.00 $31.00 $9,920.00 $39.25 $12,560.00 $25.00 $8,000.0020 2106.507 COMMON EMBANKMENT (CV) CU YD 265 $25.00 $6,625.00 $24.29 $6,436.85 $24.00 $6,360.00 $5.50 $1,457.50 $32.50 $8,612.50 $25.00 $6,625.0021 2123.61 STREET SWEEPER (WITH PICKUP BROOM) HOUR 10 $150.00 $1,500.00 $300.12 $3,001.20 $150.00 $1,500.00 $200.00 $2,000.00 $170.00 $1,700.00 $250.00 $2,500.0022 2130.523 WATER M GALLON 10 $100.00 $1,000.00 $300.12 $3,001.20 $100.00 $1,000.00 $55.00 $550.00 $90.00 $900.00 $75.00 $750.0023 2211.507 AGGREGATE BASE (CV) CLASS 5 CU YD 85 $50.00 $4,250.00 $44.56 $3,787.60 $125.00 $10,625.00 $48.50 $4,122.50 $84.00 $7,140.00 $200.00 $17,000.0024 2360.509 TYPE SP 12.5 WEARING COURSE MIX (3,C) TON 40 $200.00 $8,000.00 $201.73 $8,069.20 $204.00 $8,160.00 $277.00 $11,080.00 $265.15 $10,606.00 $400.00 $16,000.0025 2360.509 TYPE SP 12.5 NON WEAR COURSE MIX (3,C) TON 45 $200.00 $9,000.00 $205.25 $9,236.25 $195.00 $8,775.00 $275.00 $12,375.00 $373.00 $16,785.00 $400.00 $18,000.0026 2501.502 12" RC PIPE APRON EACH 1 $1,125.00 $1,125.00 $2,257.62 $2,257.62 $1,515.00 $1,515.00 $1,950.00 $1,950.00 $1,275.00 $1,275.00 $1,275.00 $1,275.0027 2501.502 15" RC PIPE APRON EACH 1 $1,200.00 $1,200.00 $2,222.20 $2,222.20 $1,350.00 $1,350.00 $2,000.00 $2,000.00 $1,335.00 $1,335.00 $1,500.00 $1,500.0028 2501.602 CLEAN PIPE CULVERT EACH 1 $800.00 $800.00 $1,958.78 $1,958.78 $2,500.00 $2,500.00 $1,250.00 $1,250.00 $1,200.00 $1,200.00 $1,500.00 $1,500.0029 2501.602 TRASH GUARD FOR 12" PIPE APRON EACH 1 $800.00 $800.00 $1,124.88 $1,124.88 $1,340.00 $1,340.00 $595.00 $595.00 $635.00 $635.00 $600.00 $600.0030 2501.602 TRASH GUARD FOR 15" PIPE APRON EACH 1 $850.00 $850.00 $1,907.62 $1,907.62 $1,425.00 $1,425.00 $670.00 $670.00 $780.00 $780.00 $700.00 $700.0031 2503.503 12" RC PIPE SEWER DES 3006 CL V LIN FT 64 $115.00 $7,360.00 $42.05 $2,691.20 $103.00 $6,592.00 $65.00 $4,160.00 $85.00 $5,440.00 $98.00 $6,272.0032 2503.503 15" RC PIPE SEWER DES 3006 CL V LIN FT 211 $120.00 $25,320.00 $43.18 $9,110.98 $86.00 $18,146.00 $71.00 $14,981.00 $93.00 $19,623.00 $110.00 $23,210.0033 2503.602 CONNECT TO EXISTING STORM SEWER EACH 3 $1,000.00 $3,000.00 $565.41 $1,696.23 $1,500.00 $4,500.00 $1,500.00 $4,500.00 $870.00 $2,610.00 $1,275.00 $3,825.0034 2506.502 CASTING ASSEMBLY EACH 5 $1,000.00 $5,000.00 $1,070.90 $5,354.50 $1,200.00 $6,000.00 $1,095.00 $5,475.00 $930.00 $4,650.00 $1,700.00 $8,500.0035 2506.503 CONST DRAINAGE STRUCTURE DESIGN SD-48 LIN FT 4.9 $1,075.00 $5,267.50 $1,333.62 $6,534.74 $1,050.00 $5,145.00 $1,100.00 $5,390.00 $1,130.00 $5,537.00 $1,000.00 $4,900.0036 2506.503 CONST DRAINAGE STRUCTURE DES 48-4020 LIN FT 8.8 $1,075.00 $9,460.00 $810.56 $7,132.93 $1,100.00 $9,680.00 $915.00 $8,052.00 $655.00 $5,764.00 $900.00 $7,920.0037 2506.602 CHIMNEY SEAL EACH 3 $150.00 $450.00 $519.76 $1,559.28 $400.00 $1,200.00 $370.00 $1,110.00 $315.00 $945.00 $250.00 $750.0038 2506.602 CONST DRAINAGE STRUCTURE DESIGN SPEC 1 EACH 1 $2,500.00 $2,500.00 $1,521.36 $1,521.36 $2,750.00 $2,750.00 $3,200.00 $3,200.00 $2,120.00 $2,120.00 $2,575.00 $2,575.0039 2521.518 6" CONCRETE WALK SQ FT 295 $20.00 $5,900.00 $17.77 $5,242.15 $16.25 $4,793.75 $17.75 $5,236.25 $10.50 $3,097.50 $19.50 $5,752.5040 2531.503 CONCRETE CURB & GUTTER DESIGN B424 LIN FT 470 $30.00 $14,100.00 $43.24 $20,322.80 $40.00 $18,800.00 $43.25 $20,327.50 $40.75 $19,152.50 $25.70 $12,079.0041 2531.618 TRUNCATED DOMES SQ FT 40 $50.00 $2,000.00 $92.00 $3,680.00 $85.00 $3,400.00 $92.00 $3,680.00 $65.70 $2,628.00 $50.00 $2,000.0042 2563.601 TRAFFIC CONTROL LUMP SUM 1 $20,000.00 $20,000.00 $4,025.17 $4,025.17 $4,500.00 $4,500.00 $3,200.00 $3,200.00 $10,000.00 $10,000.00 $10,000.00 $10,000.0043 2563.601 ALTERNATE PEDESTRIAN ROUTE LUMP SUM 1 $1,000.00 $1,000.00 $1,725.07 $1,725.07 $1,200.00 $1,200.00 $115.00 $115.00 $980.00 $980.00$100.00 $100.0044 2564.602 INSTALL SIGN EACH 2 $500.00 $1,000.00 $402.52 $805.04 $265.00 $530.00 $287.00 $574.00 $265.00 $530.00 $250.00 $500.0045 2564.602 INSTALL SIGN SPECIAL EACH 1 $500.00 $500.00 $517.52 $517.52 $265.00 $265.00 $287.00 $287.00 $265.00 $265.00 $250.00 $250.0046 2564.602 DELINEATOR / MARKER SIGN EACH 4 $500.00 $2,000.00 $862.54 $3,450.16 $315.00 $1,260.00 $345.00 $1,380.00 $320.00 $1,280.00 $315.00 $1,260.0047 2565.616 PEDESTRIAN CROSSWALK FLASHER SYSTEM SPECIAL SYSTEM 1 $31,000.00 $31,000.00 $45,554.78 $45,554.78 $29,000.00 $29,000.00 $33,000.00 $33,000.00 $31,000.00 $31,000.00 $31,000.00 $31,000.0048 2573.501 EROSION CONTROL SUPERVISOR LUMP SUM 1 $1,000.00 $1,000.00 $74.11 $74.11 $1,200.00 $1,200.00 $1,250.00 $1,250.00 $900.00 $900.00 $600.00 $600.00Engineers Estimate Blackstone Contractors, LLC Sunram Construction, Inc. UrbanEdge Solutions & Supply LLC Pember Companies, Inc McNamara Contracting IncPage 100 of 268 49 2573.502 STORM DRAIN INLET PROTECTION EACH 2 $150.00 $300.00 $620.29 $1,240.58 $150.00 $300.00 $150.00 $300.00 $130.00 $260.00 $168.00 $336.0050 2573.502 CULVERT END CONTROLS EACH 2 $150.00 $300.00 $248.12 $496.24 $350.00 $700.00 $400.00 $800.00 $95.00 $190.00 $500.00 $1,000.0051 2573.503 SILT FENCE, TYPE MS LIN FT 890 $2.00 $1,780.00 $2.96 $2,634.40 $2.50 $2,225.00 $2.60 $2,314.00 $3.05 $2,714.50 $3.00 $2,670.0052 2573.503 SEDIMENT CONTROL LOG TYPE WOOD FIBER LIN FT 1,180 $3.00 $3,540.00 $3.34 $3,941.20 $4.50 $5,310.00 $4.00 $4,720.00 $3.30 $3,894.00$3.50 $4,130.0053 2575.504 ROLLED EROSION PREVENTION CATEGORY 25 SQ YD 370 $20.00 $7,400.00 $3.34 $1,235.80 $2.00 $740.00 $2.60 $962.00 $3.30 $1,221.00 $17.00 $6,290.0054 2575.523 WATER M GALLON 15 $50.00 $750.00 $75.68 $1,135.20 $53.00 $795.00 $55.00 $825.00 $115.00 $1,725.00 $170.00 $2,550.0055 2575.523 RAPID STABILIZATION METHOD 3 M GALLON 5 $750.00 $3,750.00 $849.80 $4,249.00 $525.00 $2,625.00 $900.00 $4,500.00 $850.00 $4,250.00$675.00 $3,375.0056 2575.604 PERMANENT TURF ESTABLISHMENT SQ YD 2,115 $10.00 $21,150.00 $2.84 $6,006.60 $2.10 $4,441.50 $18.50 $39,127.50 $3.25 $6,873.75 $15.00 $31,725.0057 2575.604 PERMANENT TURF ESTABLISHMENT (WETLANDS) SQ YD 370 $10.00 $3,700.00 $3.72 $1,376.40 $2.00 $740.00 $26.50 $9,805.00 $4.00 $1,480.00$17.50 $6,475.0058 2575.604 TEMPORARY STABILIZATION SQ YD 2,130 $1.50 $3,195.00 $0.62 $1,320.60 $1.25 $2,662.50 $2.30 $4,899.00 $1.25 $2,662.50 $2.00 $4,260.0059 2582.503 6" SOLID LINE MULTI COMP LIN FT 945 $4.00 $3,780.00 $2.07 $1,956.15 $2.00 $1,890.00 $2.10 $1,984.50 $1.90 $1,795.50 $1.89 $1,786.0560 2582.503 6" DOTTED LINE MULTI COMP LIN FT 160 $5.00 $800.00 $2.53 $404.80 $2.40 $384.00 $2.50 $400.00 $2.35 $376.00 $2.31 $369.6061 2582.503 4" DBLE SOLID LINE MULTI COMP LIN FT 490 $5.00 $2,450.00 $2.76 $1,352.40 $2.50 $1,225.00 $2.75 $1,347.50 $2.60 $1,274.00 $2.52 $1,234.8062 2582.518 PAVT MSSG PREF TAPE SQ FT 15.45 $10.00 $154.50 $32.20 $497.49 $30.00 $463.50 $32.00 $494.40 $29.75 $459.64 $29.40 $454.2363 2582.518 CROSSWALK PREF THERMO GR IN SQ FT 150 $16.00 $2,400.00 $17.83 $2,674.50 $17.00 $2,550.00 $17.80 $2,670.00 $16.45 $2,467.50 $16.28 $2,442.00$312,208.40 $277,566.12 $281,285.00 $305,417.45 $313,585.89 $324,522.18Page 101 of 268 Page 102 of 268 Page 103 of 268 Page 104 of 268 Page 105 of 268 Page 106 of 268 Page 107 of 268 Blackstone Contractors, LLC Bruce Karvonen, Vice President Jennifer Holmes, Office Manager/Notary 9520 County Road 19 Suite D Loretto, MN 55357 IR690911 Page 108 of 268 www.srfconsulting.com 3701 Wayzata Boulevard, Suite 100 | Minneapolis, MN 55416-3791 | 763.475.0010 Equal Employment Opportunity / Affirmative Action Employer 18748.00 April 2, 2025 Jon Nelson Assistant City Engineer 20195 Holyoke Avenue Lakeville, MN 55044 Subject: North Creek Greenway Trail Pedestrian Crossing Design (25-15A) Dear Jon Nelson: We respectfully request a contract amendment to provide additional professional services for the North Creek Greenway Trail Pedestrian Crossing at 170th Street. The current contract value is $88,409.00, and we are requesting an additional $17,860.00 to cover the additional design and plan preparation for the preferred alternative. Below is a detailed breakdown of the additional services that are not included in the original scope of work, which are now part of Amendment #1: Additional Work Summary: • Wetland Permitting ($9,680): The initial project did not anticipate any wetland impacts. However, additional coordination, wetland investigation, and permitting were required to accommodate the preferred alternative. This modification has significantly improved the overall safety of the design and assisted with coordinating broader wetland efforts for the crossing and trail maintenance projects. • Storm Sewer Design ($12,780): Stormwater design was not included in the original scope. The preferred alternative required additional design to enhance the safety of the crossing using curb extensions, which involved installing curbs that affected the existing drainage. The roadway cross-section at this location is very flat which also complicated the overall drainage changes and infrastructure. This work included determining the appropriate methods for water collection: inlet locations, pipe profiles, and outlets. • Street Lighting ($4,600 credit): While the initial project included lighting design, SRF will not complete the lighting design or plans due to management and coordination of such improvements by Dakota Electric. As a result, we are applying a credit of $4,600 to the total amendment request. Expenses: No additional expenses have been incurred beyond the original budget or the prior amendments. Page 109 of 268 Jon Nelson April 2, 2025 City of Lakeville Page 2 Budget Summary: We request a contract amendment of $17,860.00, encompassing the additional work listed above and the original scope. This would revise the overall contract budget to $106,259.00, increasing from the previous contract amount of $88,409.00. Thank you for your consideration of this request. Please feel free to reach out if you have any questions or need further clarification on the proposed changes. We look forward to your approval and continuing our work on this important project. Acceptance We appreciate your consideration of the contract request and look forward to continuing to work with you on this project. It is a pleasure completing this important work with the City of Lakeville. Please contact us if you have any questions or need additional information. Sincerely, SRF CONSULTING GROUP, INC. Patrick Corkle, PE (MN,WI,NE) Chris Brown, AICP, PTP Project Director Project Manager Approved: City Administrator (Signature) Name Title Date This cost proposal is valid for a period of 90 days. SRF reserves the right to adjust its cost estimate after 90 days from the date of this amendment. Page 110 of 268 4/2/2025Page 1 of 1SRF Consulting Group, Inc. Work Tasks and Person-Hour EstimatesClient: City of LakevilleProject: North Creek Greenway Trail Pedestrian Crossing Design (25-15A)Amendment #1TASK NO.TASK DESCRIPTIONPROF. VIII-VIIPROF. VIPROF. VPROF. IVPROF. IIIPROF. IIPROF. ITOTALSEST. FEE9.0 Final DesignAssumptions:Client Deliverables:9.6 90% and Final Plans - Lighting Design at the Crossing (two light pole) - (8) - - (20) - - (28) -$4,600.009.7A Wetland Permitting- 4 - 12 - 40 12 68 $9,680.009.8A Storm Sewer Design - 30%, 90% and Final Plans, Specification and Estimate. 2 12 4 - - 16 60 94 $12,780.00SRF Deliverables:Wetland Permitting and Storm Sewer Design and PS&ESUBTOTAL - TASK 9 2 8 4 12 (20) 56 72 134 $17,860.00TOTAL ESTIMATED PERSON-HOURS 2 8 4 12 (20) 56 72 134AVERAGE HOURLY PAYROLL RATE $270 $200 $195 $175 $150 $135 $115ESTIMATED LABOR$540 $1,600 $780 $2,100 -$3,000 $7,560 $8,280 $17,860.00SRF ESTIMATED DIRECT NON-SALARY EXPENSES$0.00$17,860.00$0.00TOTAL ESTIMATED FEE (SRF and Subconsultants combined)$17,860.00SUBTOTAL: (SRF Labor and Expenses)SUBCONSULSRF CONSULTING GROUP, INC.Lakeville Work Amendment 1 2 Apr 2025.xlsxMINNEAPOLIS. MNPage 111 of 268 4300 220th Street West Farmington, MN 55024 651-463-6212 • 1-800-874-3409 Fax: 651-463-6256 www.dakotaelectric.com A Locally Owned, Nonprofit Electric Utility ________________________________________________________________________________________________________________ _________ An Equal Opportunity Employer of Minorities/Females/Veterans/Disabilities May 1, 2025 Jonathan Nelson City of Lakeville 20195 Holyoke Ave Lakeville, MN 55044 Re: 170th st Crossing lighting Jonathan, As you requested, Dakota Electric Association has put together the estimated costs to remove two 18’ Fiberglass poles with HPS coach lights and install two 35’Fiberglass poles with LED Cobra lights. Dakota Electric Association estimates the cost to relocate the requested streetlight $9,924.00 and is subject to change pending construction requirements. Below is included in the estimate: 2 – 30’ Fiberglass pole with Cobra LED fixture Wire, Trench, and Labor Please feel free to contact me with any questions or concerns. Sincerely, Kennon Petersen Project Designer Dakota Electric Association 4300 220th St. West Farmington MN 55024 (651)463-6272 kpetersen@dakotaelectric.com Page 112 of 268 CITY OF LAKEVILLE RESOLUTION NO. 25- Resolution Authorizing Funding and 2025 Budget Amendments and Transfers For North Creek Greenway Crossing at 170th Street City Project 25-15 WHEREAS, the North Creek Greenway Crossing at 170th Street, City Project 25-15, is programmed in the adopted Lakeville 5-year Capital Improvement Plan (2025-2029). WHEREAS, construction materials testing and staking are being completed with City Project 25-01 (2025 Miscellaneous Roadway Repairs), and design, permitting, and construction is being completed via a standalone contract with City Project 25-15. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Lakeville, Minnesota: The estimated project cost for the standalone contract and related indirect costs is $416,572 and anticipated funding sources are listed below (does not include any costs to be completed through City Project 25-01). City staff is hereby authorized to amend the 2025 budgets (if needed as the project is completed) and make the appropriate transfers between funds with respect to the project funding sources up to 10% above the estimated costs. Funding transfers may include loans between funds to cover engineering and other costs incurred on the project in advance of receiving other funding. ADOPTED by the Lakeville City Council this 19th day of May 2025. ______________________________ Luke M. Hellier, Mayor _________________________________ Ann Orlofsky, City Clerk Page 113 of 268 Project Cost Total Contract- Blackstone Contracting 277,566$ Contingency (8% of contract) 22,205 Indirect costs 116,800 28.0% Total 416,572$ Cost Type Amount Construction Contract 277,566$ Engineering/design/survey costs 106,269 Contingency (8% of contract) 22,205 Other costs 10,531 416,572$ - Funding Sources Total % of Total Dakota County Funding 354,086$ 85.0% Trail Improvement Fund 62,486 15.0% Total 416,572$ 100.0% - City of Lakeville Project 25-15 Page 114 of 268 Date: 5/19/2025 Fire Service Agreement Proposed Action Staff recommends adoption of the following motion: Move to approve Fire Fighting Service Agreement between the City of Lakeville and Capital City Regional Firefighter Association. Overview The purpose of this agreement between the Capital City Firefighters Association, a member of the Minnesota Fire Chiefs Association, is to ensure the availability of equipment, personnel, and other resources for any participating city or fire department that requests assistance. Under this agreement, signatory departments commit to supporting one another during significant incidents—such as civil unrest or major storm events—by providing aid when needed. Furthermore, the agreement stipulates that mutual support will be extended for up to 12 hours before any consideration of billing occurs. Supporting Information 1. Fire Service Agreement Financial Impact: $0.00 Budgeted: No Source: Envision Lakeville Community Values: Good Value for Public Service Report Completed by: Michael Meyer, Fire Chief Page 115 of 268 1 Capital City Regional Firefighters’ Association Reciprocal Fire Service Agreement THIS CAPITAL CITY REGIONAL FIREFIGHTER’S ASSOCIATION RECIPROCAL FIRE SERVICES AGREEMENT (“Agreement”) is made this __ day of ____________, 2025, by and between the members of the Capital City Regional Firefighter’s Association (“Association”) who have executed this Agreement and the City of City name (“City name”), hereafter collectively referred to as the “Parties” for mutual assistance in firefighting services. WHEREAS, the said governmental units desire to make available to each other their respective fire-fighting equipment and personnel in the case of emergencies, and each of said municipalities has legal authority to send its firefighting equipment and personnel into other communities. NOW, THEREFORE, in consideration of the mutual promises and agreements contained herein and subject to all applicable statutes, rules and regulations, the Parties agree as follows: 1.It is agreed that the Fire Department of the City of City name shall provide mutual aid to any of the Fire Departments listed as members of the Association and who have executed an Agreement in this form. This Agreement shall be in effect when approved by the governing body and signed by the appropriate persons for the governmental unit. A list of all members of the Association signing this Agreement shall be furnished to each member of the Association. A list of current Association members is attached as Appendix A to this Agreement as “Capital City Regional Firefighters’ Association Region 1 Members”. 2.Any Fire Department of a governmental unit wishing to withdraw its membership from the Agreement, may do so by notifying every member department in writing at least thirty (30) days prior to termination of its membership in the Association. Purpose: The intent of this agreement is to make equipment, personnel, and other resources available to each Party who has signed this Agreement upon its request to the other Parties who have signed the Agreement. It is the intent of the parties that this Agreement does not constitute a joint powers agreement under Minnesota law. Definitions: 1.“Association” means all municipalities and independent nonprofit firefighting corporations that are members of the Region 1 Minnesota State Fire Department Association. 2.“Party” or “Parties” means one or more local government units or non-profit firefighting corporations that is a member of the Association who has signed this Agreement to provide assistance to other Parties. 3.“Requesting Official” means the person designated by a Party who is responsible for requesting assistance from other Parties. 4.“Requesting Party” means a Party that requests assistance from other Parties, normally the fire department of the jurisdiction in which an incident requiring assistance occurs. 5.“Responding Official” means the person designated by the Party who is responsible to determine whether and to what extent that Party should provide assistance to a Requesting Party. Page 116 of 268 2 6.“Responding Party” means a Party that provides assistance to a Requesting Party. Authorization: Each of the Parties participating in this Agreement hereby authorize their respective Fire Departments to respond to and receive mutual aid services pursuant to the terms of this Agreement and to otherwise take such actions as are needed to provide and receive assistance as provided herein. Procedure: 1.Request for Assistance. Whenever, in the opinion of the Requesting Official, there is a need for assistance from other Parties, the Requesting Official may call upon the Responding Official of any other Party to furnish assistance. 2.Response to Request. Upon the request for assistance from the Requesting Party, the Responding Official may authorize and direct its personnel to provide assistance to the Requesting Party. Whether the Responding Party provides assistance and, if so, to what extent shall be determined by the Responding Official. 3.Recall of Assistance. The Responding Official may at any time recall such assistance when in his or her best judgment or by an order from the governing body of the Responding Party, it is considered to be in the best interests of the Responding Party to do so. 4.Command of Scene. The Requesting Party or their designee shall be in command of the emergency scene. The personnel and equipment of the Responding Party shall be under the direction and control of the Requesting Party or their designee until the Responding Official withdraws assistance. In the event an emergency occurs in or crosses the boundaries of more than one jurisdiction, a joint command of the affected jurisdictions should be established. Charges to the Requesting Party: 1.Subject to the terms below, the Requesting Party agrees to compensate the Responding Party as outlined in this Agreement. The charges incurred by the Requesting Party will include the actual costs of salaries, overtime, materials, supplies, and other necessary expenses. Equipment cost will be at the rates specified in Appendix B. 2.A Responding Party shall not charge for assistance provided to the Requesting Party of this Agreement for the first twelve (12) hours of such assistance. If assistance provided under this Agreement continues for more than twelve (12) hours, the Responding Party may submit to the Requesting Party an itemized bill for the actual cost of any assistance provided after the initial twelve-hour period, including salaries, overtime, materials and supplies and other necessary expenses; and the Requesting Party will reimburse the party providing assistance for that amount. Such compensation is not contingent upon the availability of federal or state government funds. 3.Invoice to the Requesting Party. Within ninety (90) days of the return to the home work station of all labor and equipment of the Responding Party, the Responding Party shall submit to the Requesting Party an invoice of all charges for assistance provided under this agreement as described in paragraph 2 above. Payment of any undisputed amount shall be paid to Responding party within 30 days. Discretionary Assistance: 1. Providing assistance is entirely at the discretion of the Responding Party. The agreement to provide assistance is expressly not contingent upon a declaration of a major disaster or emergency by the federal government or upon Page 117 of 268 3 receiving state or federal funds. 2. It is the express understanding of the Parties that the first priority of the Responding Party’s fire department personnel is to provide fire protection within its respective jurisdiction. It is understood that the assistance contemplated in this Agreement shall be provided only if the fire department personnel requested to provide assistance can provide such assistance without jeopardizing the fire protection services within its respective jurisdiction. 3. This Agreement is intended to authorize requests for assistance only in emergency or other specifically requested situations. Nothing in this Agreement shall be construed as authorizing request for assistance for routine activities. Workers’ Compensation: Each Party shall be responsible for injuries or death of its own personnel. Each Party will maintain workers’ compensation insurance or self-insurance coverage, covering its own personnel while they are providing assistance pursuant to this Agreement. Each Party waives the right to sue any other Party for any workers’ compensation benefits paid to its own employee or volunteer or their dependents, even if the injuries were caused wholly or partially by the negligence of the other Party or its officers, employees, or volunteers. Damage to Equipment: Each Party shall be responsible for damage to its own equipment. Each party waives the right to sue any other Party for any damage to its equipment, even if the damage was caused wholly or partially by the negligence of any other Party or its officers, employees, or volunteers. Liability: 1.For the purposes of the Minnesota Municipal Tort Liability Act (Minn. Stat. Ch. 466), the employees and officers of the Responding Party are deemed to be employees (as defined in Minn. Stat. § 466.01, subd. 6) of the Requesting Party. 2.The Requesting party agrees to indemnify and defend against any claims brought or actions filed against the Responding Party or any officer, employee, or volunteer of the Responding Party for injury to, death of, or damage to the Party of any third person or persons, arising from the performance and provision of assistance in responding to a request for assistance by the Requesting Party pursuant to this Agreement. 3.Under no circumstances, however, shall a Party be required to pay on behalf of itself and other Parties, any amounts in excess of the limits on liability established in Minnesota Statutes, Chapter 466 applicable to any one Party. The limits of liability for some or all of the Parties may not be added together to determine the maximum amount of liability for any Party. No Party waives any immunities or limits on liability it enjoys under Minnesota Statutes or common law. 4.The intent of this subdivision is to impose on each Requesting Party a limited duty to defend and indemnify a Responding Party for claims arising within the Requesting Party’s jurisdiction subject to the limits of liability under Minnesota Statutes, Chapter 466. The purpose of creating these reciprocal duties to defend and indemnify is to simplify the defense of claims by eliminating conflicts among defendants, and to permit liability claims against multiple defendants from a single occurrence to be defended by a single attorney. 5.No Party to this Agreement nor any officer of any Party shall be liable to any other Party or to any other person for failure of any Party to furnish assistance to any other Party, or for recalling assistance, both as described in this Agreement. Page 118 of 268 4 6.Failure to provide assistance will not result in liability of a Party. General Provisions: 1. Amendment. Any amendment to this Agreement must be in writing and will not be effective until it has been executed and approved by the same Parties who executed and approved the original Agreement, or their successors in office. 2. General Compliance. Both Parties agree to comply with all applicable federal, state and local laws and regulations governing any services provided under this Agreement. 3. Non-Discrimination. Both Parties agree to comply with the provisions of all applicable federal and state statutes and regulations pertaining to civil rights and nondiscrimination including, without limitation, Minnesota Statutes, Section 181.59. 4. Severability. Should a court of competent jurisdiction rule any portion, section or subsection of this Agreement invalid or nullified, that fact shall not affect or invalidate any other portion, section or subsection; and all remaining portions, sections or subsections shall remain in full force and effect. 5. Assignment. This Agreement is not assignable without the mutual written agreement of the Parties. 6. Entire Agreement. This Agreement constitutes the entire agreement of the Parties and supersedes all prior communications, understandings and agreements relating the subject matter hereof, whether oral or written. 7. Data Practices. The Parties agree that they will abide by the Minnesota Government Data Practices Act and all other statutes or provisions of law related to data practices, data management and records retention. Each Party shall remain the exclusive responsible authority for its own data management for responses to data requests and for all aspects of records retention for any and all data that is collected, created, received, maintained or disseminated by the Party as a result of any activity arising out of this Agreement. [The remainder of this page is intentionally left blank] Page 119 of 268 5 CITY OF: City name By: (City Manager/Administrator/Clerk) By: (Mayor) Date: _____________________________________________ Page 120 of 268 6 CAPITAL CITY REGIONAL FIREFIGHTERS’ ASSOCIATION By: Alan Newman, President Capital City Regional Firefighters’ Association, Region 1 Appendix: A. Capital City Regional Firefighters’ Association Region 1 Members B. Equipment Rates Page 121 of 268 7 Appendix A Capital City Regional Firefighters’ Association Region 1 Members 1 Apple Valley 2 Bayport 3 Burnsville 4 Cottage Grove 5 Eagan 6 Forest Lake 7 Hastings 8 Hugo 9 Inver Grove Heights 10 Lake Elmo 11 Lake Johanna 12 Lakeville 13 Lino Lakes 14 Little Canada 15 Lower St. Croix Valley 16 Mahtomedi 17 Maplewood 18 Marine on St. Croix 19 Mendota Heights 20 Miesville 21 New Brighton 22 Newport 23 North Saint Paul 24 Oakdale 25 Rosemount 26 Roseville 27 Saint Paul 28 St. Paul Park 29 Scandia 30 Stillwater 31 Vadnais Heights 32 White Bear Lake 33 Woodbury Page 122 of 268 8 Appendix B Equipment Rates Equipment Description Rate Engine Minimum 1250 GPM $170 Engine Minimum 500 GPM $155 Engine/Tender Minimum 1250 GPM - Minimum 2000 Gallons $175 Tender Minimum 250 GPM - Minimum 1500 Gallons $140 Tender No Pump - Minimum 1500 Gallons $130 Ladder truck $230 Ladder truck - Aerial platform $250 Heavy rescue $120 Brush truck with skid unit $70 Utility truck $35 Command SUV or Pick up $50 Command transit van $60 UTV with skid unit $50 UTV - Tracked with skid unit $55 Boat – No Motor < 22'$20 Boat with motor < 22’$30 Boat > 22' with built in pump capacity $150 Airboat $60 Page 123 of 268 Date: 5/19/2025 Antlers Ridge 2nd Addition Final Plat and Related Agreements Proposed Action Staff recommends adoption of the following motion: A resolution approving the Antlers Ridge 2nd Addition final plat. Overview Tamarack Land Lake Marion Commons LLC (Tamarack Land) representatives have submitted applications and plans for Antlers Ridge 2nd Addition on property located east of Kenrick Avenue and north of 205th Street. The plat includes the development of 26 twinhome lots, two lots owned by an HOA, and two outlots to be deeded to the abutting property owner for future development. The preliminary plat was approved by City Council on February 3, 2025. A development contract and related agreements are required for the proposed site improvements. City staff have determined that Antlers Ridge 2nd Addition final plat plans are consistent with the approved preliminary plat and comply with Subdivision and Zoning Ordinance requirements. Supporting Information 1. Final Plat Resolution 2. Development Contract 3. Encroachment Agreement 4. Planning and Engineering Reports 05-13-25 5. Exhibits A - D Location Maps and Plat 6. Exhibit E -F Site Plan and Existing Conditions 7. Exhibits G - J Grading, Utility, Tree Pres, and Landscaping Financial Impact: $0 Budgeted: No Source: Envision Lakeville Community Values: A Home for All Ages and Stages of Life Report Completed by: Heather Botten, Senior Planner Page 124 of 268 (Reserved for Dakota County Recording Information) CITY OF LAKEVILLE DAKOTA COUNTY, MINNESOTA RESOLUTION NO. 25-______ RESOLUTION APPROVING THE FINAL PLAT AND RELATED AGREEMENTS OF ANTLERS RIDGE 2nd ADDITION WHEREAS, the owner of the property described as OUTLOT B, ANTLERS RIDGE 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 Antlers Ridge 2nd Addition final plat is approved subject to the developer entering into a development contract, submittal of security requirements, and the stipulations and requirements listed in the Engineering Division memorandum dated May 13, 2025, and any subsequent correspondence. 2. The Mayor and City Clerk are hereby authorized to sign the final plat mylars, development contract, and all documents pursuant to the approved development contract. 3. The City Clerk is directed to file a certified copy of this resolution with the Dakota County Recorder. 4. Park dedication of $103,168 is required at the time of final plat. 5. HOA documents must be submitted for review and provide proof of recording of the HOA documents and deeds conveying the common area lots to the HOA, prior to building permits issued for the attached townhomes. Page 125 of 268 2 6. Twinhomes must meet development requirements, including those for exterior materials and garage size, of Section 11-57-19 of the Zoning Ordinance. 7. The developer must submit dimensioned floor plans for the detached townhome units to verify compliance with the minimum requirements for above grade floor area established by Section 11-17-13.D of the Zoning Ordinance. ADOPTED by the Lakeville City Council this 19th day of May 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 19th day of May 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 126 of 268 1 235115v2 Antlers Ridge 2nd Addition (reserved for recording information) DEVELOPMENT CONTRACT (Developer Installed Improvements) ANTLERS RIDGE 2ND ADDITION CONTRACT dated ____________________, 2025, by and between the CITY OF LAKEVILLE, a Minnesota municipal corporation (“City”), and TAMARACK LAND – LAKE MARION COMMONS, LLC, a Minnesota limited liability company (the “Developer”). 1. REQUEST FOR PLAT APPROVAL. The Developer has asked the City to approve a plat for ANTLERS RIDGE 2ND 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 B, Antlers Ridge, Dakota County, Minnesota, according to the recorded plat thereof. 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 127 of 268 2 235115v2 Antlers Ridge 2nd 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 128 of 268 3 235115v2 Antlers Ridge 2nd 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 129 of 268 4 235115v2 Antlers Ridge 2nd 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 130 of 268 5 235115v2 Antlers Ridge 2nd 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 131 of 268 6 235115v2 Antlers Ridge 2nd 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 must submit an erosion control plan that is compliant with City standards and meets 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. An on-site preconstruction meeting shall be held with the City prior to the issuance of a building permit. The MS4 Administration Fee has not been collected on the parent parcel and shall be paid with the final plat, calculated as follows: $65,295 x 2%= $1,305.90 Grading Cost Antlers Ridge 2nd Addition 2025 Rate MS4 Administration Fee Antlers Ridge 2nd 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 three (3) model home permits on lots acceptable to the Building Official), the Developer shall provide the City Page 132 of 268 7 235115v2 Antlers Ridge 2nd Addition 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 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 133 of 268 8 235115v2 Antlers Ridge 2nd Addition appropriately constructed. Building Certificate of Occupancies will not be issued until a soils report and an as-built certified grading plan have been submitted and approved by City staff. Antlers Ridge 2nd 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. The Developer is required to produce a grading plan compliant with City ordinances and standard specifications prior to the issuance of a grading permit. 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 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 Page 134 of 268 9 235115v2 Antlers Ridge 2nd Addition 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. A public stormwater management infiltration basin was constructed with the previous phase of the Antlers Ridge development in Outlot A, Antlers Ridge, to provide water quality volume and rate control for the parent parcel. The Developer shall construct a public storm sewer system within the development to convey runoff to the publicly owned and maintained storm sewer basins located within Outlot A, Antlers Ridge and Outlot A, Springbrook. The Trunk Storm Sewer Area Charge has not been collected on the parent parcel and must be paid by the Developer with the final plat. The fee will be based on the rate in effect at the time of final plat approval. Storm Sewer Charge Summary Gross Area of Antlers Ridge 2nd Addition 194,181 s.f. Less Area of Outlot A (Future Development)(-) 2,089 s.f. Less Area of Outlot B (Future Development)(-) 13,221 s.f. Total Storm Sewer Charge Area 178,871 s.f. 178,871 s.f.x $0.198/s.f.= $35,416.46 Net Area Antlers Ridge 2nd Addition 2025 Unit Rate Storm Sewer Charge Antlers Ridge 2nd Addition The Storm Sewer Charge for Outlots A and B will be collected at the time Outlot A and B are 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 building permit application and final construction plans. Page 135 of 268 10 235115v2 Antlers Ridge 2nd Addition 20. SANITARY SEWER. Antlers Ridge 2nd Addition is located within subdistrict SC-13041 of the South Creek sanitary sewer district as identified in the City’s Comprehensive Sanitary Sewer Plan. Wastewater will be conveyed via existing sanitary sewer to the Empire Treatment Facility. The downstream facilities have sufficient capacity to serve the proposed residential development. The Developer shall extend eight-inch public sanitary sewer from an existing sanitary sewer manhole provided with the construction of the previous phase of the Antlers Ridge development along 203rd Street. The Developer must extend the sanitary sewer to the western plat boundary. The Sanitary Sewer Availability Charge has not been collected on the parent parcel and shall be paid by the Developer with the final plat. The fee will be based on the rate in effect at the time of final plat approval. 26 units x $327.00/unit = $8,502.00 Total Units Antlers Ridge 2nd Addition 2025 Unit Rate Sanitary Sewer Availability Charge Antlers Ridge 2nd Addition The Sanitary Sewer Availability Charge for Outlots A and B will be collected at the time Outlot A and B are final platted into lots and blocks, at the rate in effect at the time of final plat approval. 21. WATERMAIN. The Developer shall construct 8-inch public watermain with the development of Antlers Ridge 2nd Addition. This watermain will be extended from watermain stubs on 203rd Street. The Developer must extend watermain to the western plat boundary. 22. CONSTRUCTION ACCESS. Construction traffic access and egress for grading, utility, and street construction shall be limited to a single access from Kenrick Avenue. Builder traffic access and egress shall be limited to access from Kenrick Avenue, except when access is not available. 23. 203RD STREET IMPROVEMENTS. The Developer shall extend 203rd Street as a 32-foot- wide local street from its current terminus to the western plat boundary within the Antlers Ridge 2nd Addition site. The Developer shall construct a concrete sidewalk on one side of 203rd Street from the Antlers Ridge 2nd Addition eastern plat boundary to the temporary paved Cul-de-Sac on the western plat boundary. The Developer is dedicating 60 feet of right-of-way as shown on the preliminary plat. The Developer is required to construct a temporary paved Cul-de-Sac at the western terminus of 203rd Street at the plat boundary. Page 136 of 268 11 235115v2 Antlers Ridge 2nd Addition The Developer shall enter into a temporary turnaround easement with the City in a recordable form approved by the City for recording with the final plat. The Developer shall provide a $3,000.00 security for future removal and restoration of the temporary Cul-de-Sac. 24. PARKS, TRAILS, AND SIDEWALKS. Development of Antlers Ridge 2nd Addition includes the construction of public sidewalks. A five-foot-wide concrete sidewalk will be installed along one side of 203rd Street. 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: 26 units x $3,968.00 = $103,168.00 Total Units Antlers Ridge 2nd Addition 2025 Unit Rate Park Dedication Fee Antlers Ridge 2nd Addition The Park Dedication fee for Outlots A and B will be collected at the time Outlot A and B are final platted into lots and blocks, at the rate in effect at the time of final plat approval. 25. TRAFFIC CONTROL SIGNS AND STREET LIGHT OPERATION COSTS. The Developer shall pay a cash fee in the amount of $850.00 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: 26 units x $40.48/unit = $1,052.48 Total Units Antlers Ridge 2nd Addition 2025 Rate Streetlight Operating Fee Antlers Ridge 2nd 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: 26 units x $61.52/unit x 0.50 = $799.76 Total Units Antlers Ridge 2nd Addition 2025 Rate Utility Factor Environmental Resources Fee Antlers Ridge 2nd Addition Page 137 of 268 12 235115v2 Antlers Ridge 2nd 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 $3,850.00 landscaping security at the time of final plat approval to ensure that the landscaping is installed in accordance with the approved plan. 28. RETAINING WALLS. The Developer shall construct privately owned and maintained retaining walls. All modular block retaining walls constructed as part of the subdivision grading plan must meet MN/DOT requirements. A registered engineer must design any retaining wall that has a combined Page 138 of 268 13 235115v2 Antlers Ridge 2nd Addition height greater than four feet (4'). The building official must approve the retaining wall plans and each retaining wall is subject to issuance of a separate building permit. The Developer must construct the walls prior to the issuance of building permits. The Developer shall provide an encroachment agreement in a recordable form approved by the City with the final plat for the retaining walls proposed within drainage and utility easements. The retaining walls will be owned and maintained by the Antlers Ridge HOA. The Developer shall post a $32,050.00 security with the final plat for construction of the retaining walls. 29. TREE PRESERVATION. The site was mass graded with the first phase of Antlers Ridge. No additional trees are planned to be removed with this phase. 30. WETLAND MITIGATION. A wetland delineation was completed for the site by Midwest Natural Resources Inc. The Notice of Application was sent out 8/9/21. No adverse comments were received. Based on the information provided in the report dated 7/16/2021 and site visit, the wetland delineation for the area outlined in the report has been determined to be acceptable for use in implementing the Wetland Conservation Act. 31. SPECIAL PROVISIONS. The following special provisions shall apply to plat development: A. Implementation of the recommendations listed in the May 13, 2025, Engineering Report. B. A Homeowners Association must be established for the maintenance of the building exteriors, the ownership and maintenance of Lot 19, Block 1 and Lot 9, Block 2 of the plat, and the retaining walls located within the plat. Prior to issuance of building permits for the plat, the Developer must submit Homeowners Association documents for review and approval by the City Attorney as well as proof of recording of the documents. C. The twin-home dwelling units shall be reviewed by the City for compliance with Zoning Ordinance requirements prior to issuance of building permits. D. All common areas and boulevards must be irrigated. E. The plat shall be developed in accordance with the final plans approved by the City Council. F. 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 Page 139 of 268 14 235115v2 Antlers Ridge 2nd Addition with lath and a flag. Any encroachments on or adjacent to the property shall be noted on the survey. The Developer shall post a $3,000.00 security for the final placement of interior subdivision iron monuments at property corners. The security was calculated as follows: thirty (30) 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. G. 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 $2,700.00. H. 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 this security is $2,400.00 and consists of two (2) post-top streetlights at $1,200.00 each. 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. 32. 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 $500,458.83. The amount of the security was calculated as follows: CONSTRUCTION COSTS: A. Sanitary Sewer $78,413.33 B. Watermain 94,045.94 C. Storm Sewer/Draintile 37,600.93 D. Streets 127,058.44 E. Grading, Erosion Control and Vegetation Establishment 74,683.00 Page 140 of 268 15 235115v2 Antlers Ridge 2nd Addition CONSTRUCTION SUB-TOTAL $411,801.64 OTHER COSTS: A. Developer’s Design (3.0%) $12,354.05 B. Developer’s Construction Survey (2.5%) 10,295.04 C. City Legal Expenses (Est. 0.5%) 2,059.01 D. City Construction Observation (Est. 5.0%) 20,590.08 E. City Record Drawings (0.5%) 2,059.01 F. Retaining Walls 32,050.00 G. Landscaping 3,850.00 H. Streetlights 2,400.00 I. Lot Corners/Iron Monuments 3,000.00 OTHER COSTS SUB-TOTAL $88,657.19 TOTAL SECURITIES: $500,458.83 This breakdown is for historical reference; it is not a restriction on the use of the security. The bank shall be subject to the approval of the City Administrator. The City may draw down the security, on five (5) business days written notice to the Developer, for any violation of the terms of this Contract or without notice if the security is allowed to lapse prior to the end of the required term. If the required public improvements are not completed at least thirty (30) days prior to the expiration of the security, the City may also draw it down without notice. If the security is drawn down, the proceeds shall be used to cure the default. Upon receipt of proof satisfactory to the City that work has been completed and financial obligations to the City have been satisfied, with City approval the security may be reduced from time to time by ninety percent (90%) of the financial obligations that have been satisfied. Ten percent (10%) of the amounts certified by the Developer's engineer shall be retained as security until all improvements have been completed, all financial obligations to the City satisfied, the required "as constructed" plans have been received by the City, a warranty security is provided, and the public improvements are accepted by the City Council. The City’s standard specifications for utility and street construction outline procedures for security reductions. Page 141 of 268 16 235115v2 Antlers Ridge 2nd Addition 33. 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. Temporary Cul-de-Sac Removal/Restoration $3,000.00 B. Park Dedication 103,168.00 C. Sanitary Sewer Availability Charge 8,502.00 D. Storm Sewer Charge 35,416.46 E. MS4 Administration Fee 1,305.90 F. Traffic Control Signs 850.00 G. Streetlight Operating Fee 1,052.48 H. Environmental Resources Management Fee 799.76 I. Property Data and Asset/Infrastructure Management Fee 2,700.00 J. City Engineering Administration (3% for letters of credit) 12,354.05 TOTAL CASH REQUIREMENTS $169,148.65 34. 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. 35. 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 Page 142 of 268 17 235115v2 Antlers Ridge 2nd Addition 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. 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. 36. 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 Page 143 of 268 18 235115v2 Antlers Ridge 2nd Addition 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. 37. 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 Page 144 of 268 19 235115v2 Antlers Ridge 2nd Addition 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 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 Page 145 of 268 20 235115v2 Antlers Ridge 2nd Addition 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 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 Page 146 of 268 21 235115v2 Antlers Ridge 2nd Addition (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 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 Page 147 of 268 22 235115v2 Antlers Ridge 2nd Addition 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. 38. 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: Attn: Dale Willenbring, Tamarack Land - Lake Marion Commons, LLC, 712 Vista Blvd Suite 303, Waconia, MN 55387. 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 the page is intentionally left blank. Signature pages follow.] Page 148 of 268 23 235115v2 Antlers Ridge 2nd 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 149 of 268 24 235115v2 Antlers Ridge 2nd Addition DEVELOPER: TAMARACK LAND – LAKE MARION COMMONS, LLC BY: ___________________________________________ Dale Willenbring Its: Authorized Representative STATE OF MINNESOTA ) )ss. COUNTY OF ____________ ) The foregoing instrument was acknowledged before me this ________ day of ______________, 2025, by Dale Willenbring the Authorized Representative of Tamarack Land – Lake Marion Commons, LLC, a Minnesota limited liability company, on behalf of said entity. ______________________________________________ NOTARY PUBLIC DRAFTED BY: CAMPBELL, KNUTSON Professional Association Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, MN 55121 Telephone: 651-452-5000 AMP/smt Page 150 of 268 25 235115v2 Antlers Ridge 2nd Addition MORTGAGE HOLDER CONSENT TO DEVELOPMENT CONTRACT SECURITY BANK & TRUST CO., organized and existing under the laws of the State of Minnesota, which holds a Mortgage executed by Tamarack Land – Lake Marion Commons, LLC in favor of Security Bank & Trust Co., dated August 12, 2024, and filed August 16, 2024 in the Office of the County Recorder, Dakota County, Minnesota as Abstract Document No. 3641663 on all or part of the subject property, the development of which is governed by the foregoing Development Contract, agrees that the Development Contract shall remain in full force and effect even if it forecloses on its mortgage. Dated this _____ day of ____________, 2025. SECURITY BANK & TRUST CO. 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 SECURITY BANK & TRUST CO., organized and existing under the laws of the State of Minnesota, on behalf of said entity. ________________________________________ NOTARY PUBLIC DRAFTED BY: CAMPBELL KNUTSON Professional Association Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 651-452-5000 AMP/smt Page 151 of 268 26 235115v2 Antlers Ridge 2nd Addition MORTGAGE HOLDER CONSENT TO DEVELOPMENT CONTRACT U.S. HOME, LLC, a Delaware limited liability company, which holds a Mortgage executed by Tamarack Land – Lake Marion Commons, LLC in favor of U.S. HOME, LLC, dated October 28, 2024, and filed October 29, 2024 in the Office of the County Recorder, Dakota County, Minnesota as Abstract Document No. 3651256 on all or part of the subject property, the development of which is governed by the foregoing Development Contract, agrees that the Development Contract shall remain in full force and effect even if it forecloses on its mortgage. Dated this _____ day of ____________, 2025. U.S. HOME, LLC By: _________________________ [print name] Its _____________________ [title] STATE OF ______________ ) )ss. COUNTY OF ____________ ) The foregoing instrument was acknowledged before me this _____ day of ________________, 2025, by ___________________________, the _________________________________________________ of U.S. HOME, LLC, a Delaware limited liability company, on behalf of said entity. ________________________________________ NOTARY PUBLIC DRAFTED BY: CAMPBELL KNUTSON Professional Association Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 651-452-5000 AMP/smt Page 152 of 268 27 235115v2 Antlers Ridge 2nd Addition OPTIONEE CONSENT TO DEVELOPMENT CONTRACT U.S. HOME, LLC, a Delaware limited liability company, which holds an Optionee’s interest in the subject property, the development of which is governed by the foregoing Development Contract, agrees that the Development Contract shall remain in full force and effect even if it exercises its option pursuant to the Memorandum of Option Agreement dated April 16, 2024, and filed for record with the office of the County Recorder, Dakota County, Minnesota, on October 29, 2024, as Document No. 3651257. Dated this _____ day of ____________, 2025. U.S. HOME, LLC BY: ___________________________________________ Jon Aune Its: Vice President STATE OF ______________) )ss. COUNTY OF ____________ ) The foregoing instrument was acknowledged before me this ________ day of ______________, 2025, by Jon Aune the Vice President of U.S. HOME, LLC, a Delaware limited liability company, on behalf of said entity. ______________________________________________ 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 153 of 268 28 235115v2 Antlers Ridge 2nd Addition [BANK LETTERHEAD] IRREVOCABLE LETTER OF CREDIT No. ___________________ Date: _________________ TO: City of Lakeville 20195 Holyoke Avenue Lakeville, Minnesota 55044 Dear Sir or Madam: We hereby issue, for the account of (Name of Developer) and in your favor, our Irrevocable Letter of Credit in the amount of $____________, available to you by your draft drawn on sight on the undersigned bank. The draft must: a) Bear the clause, "Drawn under Letter of Credit No. __________, dated ________________, 2_____, of (Name of Bank) "; b) Be signed by the City Administrator or Finance Director of the City of Lakeville. c) Be presented for payment at (Address of Bank) , on or before 4:00 p.m. on November 30, 2_____. This Letter of Credit shall automatically renew for successive one-year terms unless, at least forty-five (45) days prior to the next annual renewal date (which shall be November 30 of each year), the Bank delivers written notice to the Lakeville Finance Director that it intends to modify the terms of, or cancel, this Letter of Credit. Written notice is effective if sent by certified mail, postage prepaid, and deposited in the U.S. Mail, at least forty-five (45) days prior to the next annual renewal date addressed as follows: Lakeville Finance Director, Lakeville City Hall, 20195 Holyoke Avenue, Lakeville, MN 55044, and is actually received by the Finance Director at least thirty (30) days prior to the renewal date. DEMAND(S) FOR PAYMENT MAY ALSO BE MADE BY FACSIMILE TRANSMISSION TO ________ OR SUCH OTHER FAX NUMBER AS (NAME OF ISSUING BANK) MAY IDENTIFY IN A WRITTEN NOTICE TO YOU. TO THE EXTENT PRESENTATION IS MADE BY FACSIMILE TRANSMISSION YOU MUST PROVIDE TELEPHONE NOTIFICATION THEREOF TO (NAME OF ISSUING BANK) AT TELEPHONE NUMBER: _________ PRIOR TO OR SIMULTANEOUSLY WITH THE SENDING OF SUCH FACSIMILE TRANSMISSION. HOWEVER, THE ABSENCE OF SUCH TELEPHONE CONFIRMATION AS DESCRIBED ABOVE DOES NOT AFFECT OUR OBLIGATION TO HONOR SUCH DRAWING, IF SUCH DRAWING IS OTHERWISE IN COMPLIANCE WITH THE TERMS AND CONDITIONS OF THIS IRREVOCABLE LETTER OF CREDIT. IF DEMAND FOR PAYMENT IS MADE BY FAX, PRESENTATION OF ORIGINAL DOCUMENTS IS NOT REQUIRED. OR DEMAND(S) FOR PAYMENT TO BE MADE VIA EMAIL TO _______________. PRESENTATION OF ORIGINAL DOCUMENTS IS NOT REQUIRED. Page 154 of 268 29 235115v2 Antlers Ridge 2nd Addition This Letter of Credit sets forth in full our understanding which shall not in any way be modified, amended, amplified, or limited by reference to any document, instrument, or agreement, whether or not referred to herein. This Letter of Credit is not assignable. This is not a Notation Letter of Credit. More than one draw may be made under this Letter of Credit. This Letter of Credit shall be governed by the most recent revision of the Uniform Customs and Practice for Documentary Credits, International Chamber of Commerce Publication No. 600. We hereby agree that a draft drawn under and in compliance with this Letter of Credit shall be duly honored upon presentation. [NAME OF BANK] BY: ____________________________________ Its ______________________________ Page 155 of 268 1 235945v1 (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 TAMARACK LAND – LAKE MARION COMMONS, 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: _______________, Antlers Ridge 2nd Addition, Dakota County, Minnesota, according to the recorded plat thereof. (“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 retaining wall on the Subject Property which encroaches on the City’s Easement Areas as depicted on 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 156 of 268 2 235945v1 •The City shall have no responsibility to maintain or repair the retaining wall located within the City’s Easement Areas. •The retaining wall located on the Subject Property must not impact or increase water drainage on the abutting properties or cause any adverse drainage patterns or erosion to the abutting properties. •The Owner shall construct the retaining wall 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 retaining wall because of it being constructed in the City’s Easement Areas. •The Owner of the Subject Property will own and maintain the retaining wall. 3. HOLD HARMLESS AND INDEMNITY. In consideration of being allowed to encroach in the City's Easement Areas, the Owner, for itself, its, successors and assigns, hereby agrees to indemnify and hold the City harmless from any damage caused to the Subject Property or retaining wall encroaching into the City’s Easement Areas as depicted on Exhibit “A”, including the retaining wall in the City’s Easement Areas, caused in whole or in part by the encroachment into the City's Easement Areas. 4. TERMINATION OF AGREEMENT. The City may terminate this Agreement at any time if it is reasonably necessary for the City to occupy the City’s Easement Areas for drainage or utility purposes and the retaining wall is inconsistent with the City’s use of the easement. 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 retaining wall 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 retaining wall 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 157 of 268 3 235945v1 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 158 of 268 4 235945v1 PROPERTY OWNER: TAMARACK LAND – LAKE MARION COMMONS, LLC a Minnesota limited liability company By: Dale Willenbring Its Authorized Representative STATE OF MINNESOTA ) )ss. COUNTY OF ____________) The foregoing instrument was acknowledged before me this _____ day of ____________, 2025, by Dale Willenbring, the Authorized Representative of TAMARACK LAND – LAKE MARION COMMONS, LLC, a Minnesota limited liability company, on behalf of said entity. 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 159 of 268 5 235945v1 EXHIBIT “A” Page 160 of 268 City of Lakeville Community Development Department Memorandum To: Tina Goodroad, Community Development Director From: Heather Botten, Senior Planner Date: May 13, 2025 Subject: Antlers Ridge 2nd Addition Final Plat BACKGROUND Tamarack Land Lake Marion Commons LLC (Tamarack Land) representatives have submitted a final plat application for Antlers Ridge 2nd Addition, which proposes the development of 26 twinhome lots on property located east of Kenrick Avenue and north of 205th Street. The proposed final plat is consistent with the preliminary plat, approved by the City Council on February 3, 2025. The final plat plans have been reviewed by the Engineering Division and Park and Recreation Department staff. The proposed development consists of Outlot B, Antlers Ridge, which was mass graded following preliminary plat approval of Antlers Ridge. EXHIBITS: A. Site Location Map B. Zoning Map C. Final Plat D. Preliminary Plat E. Final Site Plan F. Existing Conditions G. Final Grading Plan H. Final Utility Plan I. Final Tree Preservation Plan J. Landscape Plan Page 161 of 268 PLANNING A NALYSIS Existing Conditions. Following approval of the preliminary plat for Antlers Ridge, a grading permit was issued for the site to allow the Developer to import fill to finalize the grading plan and allow development of the site. Zoning. The parcel is zoned RST-2, Single-and Two-Family Residential District and within the shoreland overlay district for Lake Marion. Twinhomes are a permitted use within this district. Lot Requirements. The following minimum requirements for twinhome building setbacks in the RST-2 District pertain to the Antlers Ridge 2nd Addition final plat: Base Lot Between Buildings Front Yard (to ROW) RST-2 30 feet 14 feet 20 feet (front), 25 feet (garage) The unit lots shown on the Antlers Ridge final plat have sufficient area to accommodate the twinhome units. Outlots. There are two outlots totaling 0.35 acres in the Antlers Ridge 2nd Addition preliminary plat. Both Outlot A (0.05 acres) and Outlot B (0.30 acres) will be conveyed by the Developer to the adjacent property owner, Marek Holdings LLC, for future development. Density. Section 11-57-13.B.2 of the Zoning Ordinance requires a minimum of 5,000 square feet of lot area per twinhome dwelling. The Antlers Ridge 2nd Addition preliminary plat consists of 26 twin home lots on 4.46 acres. This results in a gross density of 5.83 units per acre. Excluding the future development outlots, the overall net density is 6.33 units per acre. Building Plans. The twinhome dwellings proposed for construction will be reviewed for compliance with Zoning Ordinance requirements in conjunction with the final plat and prior to issuance of building permits. The exterior materials and garage size must comply with the requirements of Section 11-57-19 of the Zoning Ordinance. Streets. The final plat includes construction of 203rd Street. Barricades and a “Future Street Extension” sign must be placed at the west terminus of the street. Sidewalks/Trails. A five-foot-wide concrete sidewalk will be constructed along the south side of 203rd Street, extending to the temporary cul-de-sac. In the future, when 203rd Street is extended to Kenrick Avenue, the sidewalk would be extended as well. Easements. The final plat indicates dedication of the required easements. Page 162 of 268 Grading, Drainage, and Utilities. Grading, drainage, erosion control, and utilities are addressed in the engineering review memo prepared by Alanna Sobottka, Civil Engineer and Mac Cafferty, Environmental Resources Manager dated May 13, 2025. A copy of the engineering report is attached for your review. The Engineering Division recommends approval of the final plat subject to the comments outlined in the engineering report. Landscaping. A landscape plan has been submitted for the Antlers Ridge 2nd Addition development, including landscaping around the foundations of the units. Landscaping is also proposed off-site as replacement trees due to grading on the Terra Products property near the southwest area of the plat. Written permission from Terra Products will be required prior to grading and installation of the landscaping on their property. All landscaped areas, including common open space, must have an inground irrigation system with an automatic controller. All landscaping shall be warranted for one year and guaranteed by financial security in the development contract at the time of final plat. Park Dedication. The City’s Comprehensive Parks, Trails, and Open Space Plan does not identify any future park land needs in the area of the plat. The park dedication formula for medium density residential properties is $3,968 per unit, payable prior to the release of the final plat (26 units x $3,968 = $103,168). If required, the outlots will pay for park dedication at the time of future development. Tree Preservation Plan. A tree preservation plan was submitted with the preliminary plat of Antlers Ridge. The tree inventory identifies 888 significant trees with 322 save trees, or 36% of the total. Tree removal has been completed in conjunction with the site grading. Homeowners Association. Documents establishing a homeowner’s association (HOA), in accordance with Section 11-57-17.B of the Zoning Ordinance, must be reviewed and approved by the City Attorney. Those documents, along with a deed conveying all common area lots to the HOA, must be recorded and proof of such submitted to Community Development staff prior to the release of building permits for the development. Signs. No subdivision identification monument signs are approved with the final plat. RECOMMENDATION The Antlers Ridge 2nd Addition final plat is consistent with the land use and housing policies of the Comprehensive Plan and complies with the requirements of the Zoning Ordinance and Subdivision Ordinance. City staff recommends approval of the final plat subject to the following stipulations: 1. The Antlers Ridge 2nd Addition final plat is approved subject to the developer entering into a development contract, submittal of security requirements, and the stipulations and requirements listed in the Engineering Division memorandum dated May 13, 2025, and any subsequent correspondence. Page 163 of 268 2. The Mayor and City Clerk are hereby authorized to sign the final plat mylars, development contract, and all documents pursuant to the approved development contract. 3. The City Clerk is directed to file a certified copy of this resolution with the Dakota County Recorder. 4. Park dedication of $103,168 is required at the time of final plat. 5. HOA documents must be submitted for review and provide proof of recording of the HOA documents and deeds conveying the common area lots to the HOA, prior to building permits issued for the attached townhomes. 6. Twinhomes must meet development requirements, including those for exterior materials and garage size, of Section 11-57-19 of the Zoning Ordinance. 7. The developer must submit dimensioned floor plans for the detached townhome units to verify compliance with the minimum requirements for above grade floor area established by Section 11-17-13.D of the Zoning Ordinance. Page 164 of 268 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: Zach Johnson, City Engineer Julie Stahl, Finance Director Dave Mathews, Building Official Tina Goodroad, Community Development Director Date: May 13, 2025 Subject: Antlers Ridge 2nd Addition • Final Plat Review • Final Grading and Erosion Control Plan Review • Final Landscaping Plan Review • Final Utility Plan Review BBAACCKKGGRROOUUNNDD Tamarack Development Lake Marion Commons, LLC representatives have submitted a preliminary plat named Antlers Ridge 2nd Addition along with preliminary plans to construct twenty-six (26) twinhome lots and two (2) common lots on two (2) blocks with two (2) outlots on 4.46 acres. The parent parcel (PID No. 221162000020) is zoned RST-2, Single and Two- Family Residential District. The proposed development is located east of and adjacent to Kenrick Avenue, north of 205th Street, west of 203rd Street and southwest of Lake Marion. The parent parcel consists of Outlot B, Antlers Ridge. The outlots created with the preliminary plat shall have the following use: Page 165 of 268 AANNTTLLEERRSS RRIIDDGGEE 22NNDD AADDDDIITTIIOONN –– FFIINNAALL PPLLAATT MMAAYY 1133TTHH,, 22002255 PPAAGGEE 22 OOFF 88 Outlot A: Future Development; retained by Developer (0.05 acres) Outlot B: Future Development; retained by Developer (0.30 acres) The proposed development will be completed by: Developer: Tamarack Land Lake Marion Commons, LLC Engineer/Surveyor: Aterra Land Services SSIITTEE CCOONNDDIITTIIOO NN SS The existing parcel consists of Outlot B, Antlers Ridge, a previously mass graded parcel following preliminary plat approval of the previous phase of Antlers Ridge. The site consists of undeveloped land. A large wetland complex with woodlands that appear to have been naturally preserved, is located along the north property line. Two existing commercial businesses are located west of and adjacent to the site. The site is located within the Marion Lake Stormwater District with the site generally draining southwest to northeast. SSTTRREEEETT AANNDD SSUUBBDDIIVVIISSIIOONN LLAAYYOOUUTT Kenrick Avenue Antlers Ridge 2nd Addition is located east of and adjacent to Kenrick Avenue, a minor arterial roadway, as identified in the City’s Transportation Plan. Kenrick Avenue is constructed as a two-lane undivided roadway, with an eight-foot-wide bituminous trail along the east side. 203rd Street Development of Antlers Ridge 2nd Addition includes the extension of 203rd Street, a local roadway, as identified in the City’s Transportation Plan. 203rd Street was constructed as a 32- foot-wide urban local roadway with the development of Antlers Ridge and is currently terminated at the eastern border of the Antlers Ridge 2nd Addition site. The Developer shall extend 203rd Street as 32-foot-wide local street from its current terminus to the western plat boundary within the Antlers Ridge 2nd Addition site. The Developer shall construct a concrete sidewalk on one side of 203rd Street from the Antlers Ridge 2nd Addition eastern plat boundary to the temporary paved cul-de-sac on the western plat boundary. The Developer is dedicating 60 feet of right-of-way as shown on the preliminary plat. The Developer is required to construct a temporary paved cul-de-sac at the western terminus of 203rd Street at the plat boundary; the Developer is required to provide a temporary cul-de-sac easement prior to the recording of final plat. Page 166 of 268 AANNTTLLEERRSS RRIIDDGGEE 22NNDD AADDDDIITTIIOONN –– FFIINNAALL PPLLAATT MMAAYY 1133TTHH,, 22002255 PPAAGGEE 33 OOFF 88 CCOONNSSTTRRUUCCTTIIOONN AACCCCEESSSS Construction traffic access and egress for grading, utility, and street construction shall be limited to a single access from Kenrick Avenue. Builder traffic shall be limited to a single access off Kenrick. PPAARRKKSS,, TTRRAAIILLSS AANNDD SSIIDD EEWWAALLKKSS Development of Antlers Ridge 2nd Addition includes the construction of public sidewalks. A five-foot-wide concrete sidewalk will be installed along one side of 203rd Street. 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: 26 units x $3,968.00 = $103,168.00 Total Units Antlers Ridge 2nd Addition 2025 Unit Rate Park Dedication Fee Antlers Ridge 2nd Addition The Park Dedication fee for Outlots A and B will be collected at the time Outlot A and B are final platted into lots and blocks, at the rate in effect at the time of final plat approval. UUTTIILLIITTIIEESS SSAANNIITTAARRYY SSEEWWEERR Antlers Ridge 2nd Addition is located within subdistrict SC-13041 of the South Creek sanitary sewer district as identified in the City’s Comprehensive Sanitary Sewer Plan. Wastewater will be conveyed via existing sanitary sewer to the Empire Treatment Facility. The downstream facilities have sufficient capacity to serve the proposed residential development. Eight-inch public sanitary sewer will be extended from an existing sanitary sewer manhole provided with the construction of the previous phase of the Antlers Ridge development along 203rd Street. The sanitary sewer must be extended to the western plat boundary. The Sanitary Sewer Availability Charge has not been collected on the parent parcel and is required with the final plat. The fee will be based on the rate in effect at the time of final plat approval, and calculated as follows: 26 units x $327.00/unit = $8,502.00 Total Units Antlers Ridge 2nd Addition 2025 Unit Rate Sanitary Sewer Availability Charge Antlers Ridge 2nd Addition Page 167 of 268 AANNTTLLEERRSS RRIIDDGGEE 22NNDD AADDDDIITTIIOONN –– FFIINNAALL PPLLAATT MMAAYY 1133TTHH,, 22002255 PPAAGGEE 44 OOFF 88 The Sanitary Sewer Availability Charge for Outlots A and B will be collected at the time Outlot A and B are final platted into lots and blocks, at the rate in effect at the time of final plat approval. WWAATTEERRMMAAIINN Development of Antlers Ridge 2nd Addition includes construction of 8-inch public watermain. This watermain will be extended from watermain stubs on 203rd Street. The watermain must be extended to the western plat boundary. DDRRAAIINNAAGGEE AANNDD GGRR AADDIINNGG Antlers Ridge 2nd Addition is located within subdistrict ML-092 of the Marion Lake stormwater district as identified in the City’s Water Resources Management Plan. A public stormwater management infiltration basin was constructed with the previous phase of the Antlers Ridge development in Antlers Ridge, Outlot A to provide water quality volume and rate control for the parent parcel. 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 Certificate of Occupancies will not be issued until a soils report and an as-built certified grading plan have been submitted and approved by City staff. Antlers Ridge 2nd 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 Antlers Ridge 2nd Addition includes the construction of a public storm sewer system. Public storm sewer constructed within the development will convey runoff to the publicly owned and maintained storm sewer basins located within Outlot A, Antlers Ridge and Outlot A, Springbrook. The Storm Sewer Charge has not been collected on the parent parcel and will be collected with the final plat, calculated as follows: Page 168 of 268 AANNTTLLEERRSS RRIIDDGGEE 22NNDD AADDDDIITTIIOONN –– FFIINNAALL PPLLAATT MMAAYY 1133TTHH,, 22002255 PPAAGGEE 55 OOFF 88 Storm Sewer Charge Summary Gross Area of Antlers Ridge 2nd Addition 194,181 s.f. Less Area of Outlot A (Future Development) (-) 2,089 s.f. Less Area of Outlot B (Future Development) (-) 13,221 s.f. Total Storm Sewer Charge Area 178,871 s.f. 178,871 s.f. x $0.198/s.f. = $35,416.46 Net Area Antlers Ridge 2nd Addition 2025 Unit Rate Storm Sewer Charge Antlers Ridge 2nd Addition The Storm Sewer Charge for Outlots A and B will be collected at the time Outlot A and B are 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 building permit application and final construction plans. RREETTAAIINNIINNGG WWAALLLLSS The Developer proposes to construct privately owned and maintained retaining wall. Walls with a combined height over 4-feet are subject to approval of a building permit and must be designed by a registered geotechnical or structural engineer. An encroachment agreement is required with the final plat for the retaining walls proposed within drainage and utility easements. The retaining walls will be owned and maintained by the Antlers Ridge 2nd Addition HOA. The Developer shall post a $32,050.00 security with the final plat for construction of the walls. FEMA FLOODPLAIN ANALYSIS Antlers Ridge 2nd Addition is located within areas shown on the Flood Insurance Rate Map (FIRM) as Zone X, as determined by FEMA (Map number 27037C0191E). Based on this designation, no areas within the plat are located within a Special Flood Hazard Area (SFHA). The parent parcel is located within the shoreland overlay district. WWEETTLLAANNDDSS A wetland delineation was completed for the site by Midwest Natural Resources Inc. The Notice of Application was sent out 8/9/21. No adverse comments were received. Based on the information provided in the report dated 7/16/2021 and site visit, the wetland delineation for the area outlined in the report has been determined to be acceptable for use in implementing the Wetland Conservation Act. Page 169 of 268 AANNTTLLEERRSS RRIIDDGGEE 22NNDD AADDDDIITTIIOONN –– FFIINNAALL PPLLAATT MMAAYY 1133TTHH,, 22002255 PPAAGGEE 66 OOFF 88 TTRREEEE PPRREESSEERRVVAATTIIOONN The site was mass graded with the first phase of Antlers Ridge. No additional trees are planned to be removed with this phase. EERROOSSIIOONN CCOO NNTTRROOLL The plans include a detailed erosion and sediment control plan. 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. An on-site preconstruction meeting shall be held with the City prior to the construction starting. The MS4 Administration Fee has not been collected on the parent parcel and shall be paid with the final plat, calculated as follows: $65,295 x 2% = $1,305.90 Grading Cost Antlers Ridge 2nd Addition 2025 Rate MS4 Administration Fee Antlers Ridge 2nd Addition The MS4 Administration Fee for Outlots A and B will be collected at the time Outlot A and B are 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 Antlers Ridge 2nd Addition. Construction costs are based upon estimates submitted by the Developer’s engineer on May 5, 2025. CONSTRUCTION COSTS Sanitary Sewer $ 78,413.33 Watermain 94,045.94 Storm Sewer 37,600.93 Street Construction 127,058.44 Grading, Erosion Control and Vegetation Establishment 74,683.00 SUBTOTAL - CONSTRUCTION COSTS $ 411,801.64 OTHER COSTS Developer’s Design (3.0%) $ 12,354.05 Developer’s Construction Survey (2.5%) 10,295.04 City’s Legal Expense (0.5%) 2,059.01 Page 170 of 268 AANNTTLLEERRSS RRIIDDGGEE 22NNDD AADDDDIITTIIOONN –– FFIINNAALL PPLLAATT MMAAYY 1133TTHH,, 22002255 PPAAGGEE 77 OOFF 88 City Construction Observation (5.0%) 20,590.08 Developer’s Record Drawing (0.5%) 2,059.01 Retaining Walls 32,050.00 Landscaping 3,850.00 Streetlights 2,400.00 Lot Corners/Iron Monuments 3,000.00 SUBTOTAL - OTHER COSTS 88,657.19 TOTAL PROJECT SECURITY $500,458.83 The street light security totals $2,400 which consists of two (2) 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 $3,000.00. 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 $850.00 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: 26 units x $40.48/unit = $1,052.48 Total Units Antlers Ridge 2nd Addition 2025 Rate Streetlight Operating Fee Antlers Ridge 2nd Addition A cash fee for one-year of environmental resources management expenses shall be paid with the final plat and is calculated as follows: 26 units x $61.52/unit x 0.50 = $799.76 Total Units Antlers Ridge 2nd Addition 2025 Rate Utility Factor Environmental Resources Fee Antlers Ridge 2nd Addition Page 171 of 268 AANNTTLLEERRSS RRIIDDGGEE 22NNDD AADDDDIITTIIOONN –– FFIINNAALL PPLLAATT MMAAYY 1133TTHH,, 22002255 PPAAGGEE 88 OOFF 88 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: 30 lots x $90.00/unit = $2,700.00 Lots/Outlots Antlers Ridge 2nd Addition 2025 Rate Property Data & Asset/Infrastructure Mgmt. Fee Antlers Ridge 2nd Addition The Developer shall 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 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 $12,354.05. CASH REQUIREMENTS Temporary Cul-De-Sac Removal/Restoration $ 3,000.00 Park Dedication 103,168.00 Sanitary Sewer Availability Charge 8,502.00 Storm Sewer Charge 35,416.46 MS4 Administration Fee 1,305.90 Traffic Control Signs 850.00 Streetlight Operating Fee 1,052.48 Environmental Resources Management Fee 799.76 Property Data and Asset/Infrastructure Management Fee 2,700.00 City Engineering Administration (3.00%) 12,354.05 TOTAL CASH REQUIREMENTS $ 169,148.65 RREECCOOMMMMEENNDDAATTIIOONN Engineering recommends approval of the Antlers Ridge 2nd Addition preliminary plat, easement vacation, preliminary site plans including the grading plan, erosion control plan, utility plan, and landscape plan subject to the requirements and stipulations within this report. Page 172 of 268 Source: Esri, Maxar, Earthstar Geographics, and the GIS User CommunityI-35KENSINGTON WAYKENSFIELD TRLKENRICK AVE204TH ST EXHIBIT A Plat Area 203RD ST City of Lakeville Location Map Page 173 of 268 RM-2 KENSINGTON WAYKENSFIELD TRLRM-2 PUDKENRICK AVERST-2 204TH ST City of Lakeville Antlers Ridge Second Addition Zoning Map EXHIBIT B Plat Area 203RD ST P/OS RM-2 RS-3 C-3 RST-2 RM-2 RM-2 RM-2 Page 174 of 268 CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS Page 175 of 268 CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS Page 176 of 268 CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS Page 177 of 268 I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly Licensed Professional Surveyor under the laws of the State of Minnesota c ANTLERS RIDGE 2ND ADDITION LAKEVILLE, MINNESOTA TAMARACK DEVELOPMENT, LLC1536 BEACHCOMBER BLVDPRELIMINARY PLAT3-14-23 NH KSO/NJK Name Reg. No.Date Revisions 1. 5/31/2023 Revisions per City Comments Date Designed Drawn 2023 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 3-16-2023 WACONIA, MN 55387 00-SURV-123011-BASE 11-22-24.DWG C2.012. 10/21/2024 Revised Preliminary Plat3. 10/24/2024 Revised Preliminary Plat4. 11/25/2024 Revised Preliminary Plat Page 178 of 268 2012200715WET POND 1NWL: 990.010-YR HWL: 992.3100-YR HWL: 994.1EOF: 994.5WETLANDEX. 2-YR: 986.0EX. 10-YR: 986.3EX. 100-YR: 986.6PR. 2-YR: 986.0PR. 10-YR: 986.3PR. 100-YR: 986.62009200920182113131521152014162120EOFEOF22172216222220 STORMWATERBASINSTOOPPATIOSTOOPPATIOSTOOPPATIOSTOOPPATIOSTOOPPATIOSTOOPPATIOSTOOPPATIOSTOOPPATIOS TOO P PATIOS TOO P PATIOSTOOPPATIOSTOOPPATIOSTOOP PATIOSTOOP PATIOSTOOP PATIOSTOOP PATIOSTOOPPATIOSTOOPPATIOSTOOPPATIOSTOOPPATIOSTOOPPATIOSTOOPPATIOSTOOPPATIOSTOOPPATIOSTOOP PATIOSTOOP PATIOBSBL BSBL BSBL BSBL BSBL BSBL BSBL BSBL 30'20'20' BUFFER SETBACK912257COMMON LOT 1730'2 0 ' 2 0 '84COMMON LOT 11 203RD101417311101252203RD ST. W60'66'32'32' 25' 20' 2 5 ' 25' 20' 2 5 ' 25'20'20'WETLAND BUFFERWETLAND BUFFER20' BUFFER SETBACK78111315161814689116713D T R L 203RD ST W2230.0'RETAINING WALLOUTLOT A25'BSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBL25'30'W E T L A N D B U F F E R 20 ' B U F F E R S E T B A C K 10' POND ACCESS1551316146BSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLRETAINING WALLBSBLBSBLBSBLBSBLBSBL123412345630'50'50'F1F2F3F4F5F6F7F87GHOST PLAT(FUTURE DEVELOPMENT) 30'30'BSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBL30'10' POND ACCESS30'OUTLOT AOUTLOT B11245.0'40'COMMON LOT 9COMMON LOT 1960' 32'WET POND 1NWL: 990.010-YR HWL: 992.3100-YR HWL: 994.1EOF: 994.5HWL: 1022.1WETLANDEX. 2-YR: 986.0EX. 10-YR: 986.3EX. 100-YR: 986.6PR. 2-YR: 986.0PR. 10-YR: 986.3PR. 100-YR: 986.6STOOPPATIOSTOOPPATIOSTOOPPATIOSTOOPPATIOSTOOPPATIOSTOOPPATIOSTOOPPATIOSTOOPPATIO941328101102103104105112114115116117118301302EX.EX CITY PONDNWL: 1023.210-YR HWL: 1024.7100-YR HWL: 1026.2EOF: 1026.032' 30'COMMON LOT 11 1028RD ST W3466'32'60 ' 25' 20'20'20'2 0 '89137COMMON LOT 9K E NS F I E L D 30'25'65EX CITY PONDNWL: 1023.210-YR HWL: 1024.7100-YR HWL: 1026.2EOF: 1026.09106111107108109110113EX OCSEX18219 70th Pl N, Maple Grove MN 55311763.360.1307 | nate@aterraland.comA3A5+:ER=0*E:TERRASUBMITTALS & REVISIONSDateDescriptionRev.BySHEETREV.PAGE #CHECKED:DRAWN:PROJECT #:LAKEVILLE, MNANTLERS RIDGE 2ND ADDITIONNRH---25001TAMARACK DEVELOPMENT, LLCLICENSE NO:DATE:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORTWAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.04/16/202547982Nathan R. HermanNOT FORCONSTRUCTION02/20/25NRHFINAL PLAT SUBMITTAL03/14/25NRHFINAL PLAT SUBMITTAL #204/16/25NRHFINAL PLAT SUBMITTAL #3 (REVISE PER CITY COMMENTS)SITE DATAMINIMUM BLDG. SETBACKS RST-2:FRONT (ROW)-25' GARAGE & 20' LIVING SIDE YARD(ROW)-20'BETWEEN BUILDINGS- 14'FROM PRIVATE DRIVE-30'REAR-30'EXTERIOR PERIMETER-30'OHWL (SEWERED)-75'WETLAND BUFFER-50' (AVERAGING PROPOSED)BUFFER SETBACK-20'PROPOSED BUILDING PADS: 56'W X 55'D (28' WIDE UNIT)LOT AREA (2ND ADDITION):REQUIRED LOT AREA:5,000 SF/LOTPROPOSED LOT AREA:177,440 SF/26 = 6,825 SF/LOT(NOT INCLUDING OUTLOTS A & B THAT WILL BE DEEDED TO MAREK)ROW & STREET DIMENSIONS:203RD ST WROW:60'STREET:32' B-B (15' CURB RADIUS RETURNS)DENSITY SUMMARY: (see DENSITY CALCS EXHIBIT)SHORELAND OVERLAY DISTRICT: (see SHORELAND EXHIBIT)IMPERVIOUS: (see IMPERVIOUS CALCS EXHIBIT)OPEN SPACE: (see OPEN SPACE EXHIBITLOTS 1 & 2, BLOCK 2:BUILDING PERMITS FOR LOTS 1 & 2, BLOCK 2 SHALL BE WITHHELD UNTILTHE STREET IS EXTENDED THROUGH MAREK AND THE TEMPORARYTURN-AROUND IS REMOVED.FINAL DEVELOPMENT PLANANTLERS RIDGE 2ND ADDITIONC1.01 1ZONINGPARCEL ADDRESS: 20192 KENRICK AVEPID:22-11620-00-020EXISTING ZONING:RST-2 (SHORELAND OVERLAY)SINGLE OR TWO FAMILY HOMESCURRENT GUIDING: LOW/MEDIUM DENSITY RESIDENTIAL (4-5 U/A)PROPOSED ZONING: RST-2 (ENTIRE SITE)PROPOSED LOT COUNT:13 TWO FAMILY BLDGS (26 UNITS)(26) 28' WIDE UNITSFINAL SITE PLANLOCATION MAPSHEET INDEXSCALE IN FEET012060NSURVEYORPIONEER ENGINEERING2422 ENTERPRISE DRIVEMENDOTA HEIGHTS, MN 55120TEL 651-681-1914CONTACT: PETER HAWKINSON, LSEMAIL: PHAWKINSON@PIONEERENG.COMCIVIL ENGINEERATERRA LAND SERVICES18219 70TH PL NMAPLE GROVE, MN 55311TEL 763-360-1307CONTACT: NATE HERMAN, PEEMAIL: NATE@ATERRALAND.COMLANDSCAPE ARCHITECTPIONEER ENGINEERING2422 ENTERPRISE DRIVEMENDOTA HEIGHTS, MN 55120TEL 651-681-1914CONTACT: JENNI THOMPSON, PAEMAIL: JTHOMPSON@PIONEERENG.COMGEOTECHNICALHAUGO GEOTECHNICAL SERVICES2825 CEDAR AVENUE SOUTHMINNEAPOLIS, MN 55407TEL 612-979-3542CONTACT: JEFF HAYDONEMAIL JHAYDON@HAUGOGTS.COMSTORMWATER DESIGNAE2S6901 E FISH LAKE RD, SUITE 184MAPLE GROVE, MN 55369TEL 763-463-5036CONTACT: JUSTIN KLABO, PEEMAIL: JUSTIN.KLABO@AE2S.COMDEVELOPER/OWNERTAMARACK LAND DEVELOPMENT712 VISTA BLVDWACONIA, MN 55387TEL 952-715-2926CONTACT: DALE WILLENBRINGEMAIL DALE@TAMARACKLAND.COMDEVELOPMENT TEAM:CONTRACTORNORTHWEST TOTAL SITE1451 STAGECOACH ROADSHAKOPEE, MN, 55379TEL:952-923-5857CONTACT: MAX ENRIGHTEMAIL: MENRIGHT@NWASPHALT.NETSITESHEET & PAGESHEET TITLEC1.01 1FINAL SITE PLANC2.01 2EXISTING CONDITIONS & DEMOLITION PLANC3.01 3FINAL GRADING PLANC3.02 4FINAL GRADING PLANC4.01 5FINAL EROSION & SEDIMENT CONTROL PLANC5.01 6FINAL UTILITY PLANC5.02 7FINAL UTILITY PLANC6.01 8FINAL STREET PLANC7.01 9CITY DETAILSC7.02 10CITY DETAILSC7.03 11CITY DETAILSC7.04 12MNDOT DETAILSC8.01 13FINAL TREE PRESERVATION PLANC8.02 14FINAL TREE PRESERVATION PLANPage 179 of 268 941328101102103104105106111107108109110112114113EX OCS115116117118301302EXEX.F11F1230'32' 30'20' BUFFER SETBACK257COMMON LOT 1730'4COMMON LOT 11 1028203RD ST W3111031224203RD ST. W60'66'32'32' 25' 20' 60 ' 25' 20'20'20'2 0 'WETLAND BUFFERWETLAND BUFFER20' BUFFER SETBACK14689111389137COMMON LOT 9K E NS F I E L D T R L 22RETAINING WALLOUTLOT A30'25'30'W E T L A N D B U F F E R 20 ' B U F F E R S E T B A C K 10' POND ACCESS155131614665730'11240'B618 B618 WET POND 1NWL: 990.010-YR HWL: 992.3100-YR HWL: 994.1EOF: 994.5WETLANDEX. 2-YR: 986.0EX. 10-YR: 986.3EX. 100-YR: 986.6PR. 2-YR: 986.0PR. 10-YR: 986.3PR. 100-YR: 986.6EX CITY PONDNWL: 1023.210-YR HWL: 1024.7100-YR HWL: 1026.2EOF: 1026.0SB-11019.9SB-2996.1SB-3993.6SB-4996.5SB-51031.4SB-61018.8SB-71031.5SB-81030.3TP-191041.2TP-151030.7TP-161020.4TP-171007.1TP-181027.8TP-051016.7TP-061022.4TP-071031.6TP-10992.2TP-09993.4TP-121011.4TP-131003.7TP-141011.8TP-110.0SITE CONTRACTORMAINTAIN EXSITING DRAINAGEPATH FROM STORM SEWER UNTILFUTURE PHASE IS CONSTRUCTEDSITE CONTRACTORREMOVAL TEMP. CUL-DE-SACSITE CONTRACTORREMOVAL TEMP. HYD ANDRELOCATE TO PHASE 218219 70th Pl N, Maple Grove MN 55311763.360.1307 | nate@aterraland.comA3A5+:ER=0*E:TERRASUBMITTALS & REVISIONSDateDescriptionRev.BySHEETREV.PAGE #CHECKED:DRAWN:PROJECT #:LAKEVILLE, MNANTLERS RIDGE 2ND ADDITIONNRH---25001TAMARACK DEVELOPMENT, LLCLICENSE NO:DATE:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORTWAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.04/16/202547982Nathan R. HermanNOT FORCONSTRUCTION02/20/25NRHFINAL PLAT SUBMITTAL03/14/25NRHFINAL PLAT SUBMITTAL #204/16/25NRHFINAL PLAT SUBMITTAL #3 (REVISE PER CITY COMMENTS)DEMOLITION NOTES:1.ALL DEMOLITION AND TREE REMOVAL ACTIVITIES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE CITY OF LAKEVILLEGENERAL SPECIFICATIONS FOR STREET AND UTILITY CONSTRUCTION.2.CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURINGTHE CONSTRUCTION PHASES OF THIS PROJECT. CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THEADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT.3.SAFETY NOTICE TO CONTRACTORS: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONTRACTORWILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS ANDPROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TONORMAL WORKING HOURS. THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OFCONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF CONTRACTOR'S SAFETYMEASURES IN, ON OR NEAR THE CONSTRUCTION SITE. CONTRACTOR SHALL INSTALL CONSTRUCTION ZONE SIGNAGE ASREQUIRED.4.CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING VEHICULAR AND PEDESTRIAN TRAFFIC CONTROLDEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, AND FLAGMEN TO CONTROL THE MOVEMENT OFTRAFFIC WHERE NECESSARY. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MINNESOTA DEPARTMENT OFTRANSPORTATION STANDARDS.5.EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR AND/OR SUBCONTRACTORSSHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THENOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BEFULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATEAND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD).6.THE CONTRACTOR SHALL PREVENT SOIL AND DEBRIS FROM LEAVING THE SITE BY EROSION AND VEHICLE WHEEL TRACKING.CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING OF STREET, BOULEVARD AND UTILITY FACILITIES THAT RECEIVE ANYERODED OR TRACKED SOIL MATERIAL OR OTHER CONSTRUCTION DEBRIS OR MATERIAL.C2.01 2EXISTING CONDITIONS &DEMOLITION PLANNSCALE IN FEET010050REMOVALS BY SITE CONTRACTORPage 180 of 268 0+00 1+00 2+003+004+005+005+41.55995.01029. 3 1024.9 1022.21015.01006.5997.21026. 8 1023.9 1018.61011.31001.51027.55 LP 1+00 2012200715GRADE LIMITGRADE LIMITGRADE LIMIT0+000+42.65 0+00 0+38.23WET POND 1NWL: 990.010-YR HWL: 992.3100-YR HWL: 994.1EOF: 994.5EOFEOFEOFEOF EOFEOFEOFGRADE LIMITGRADE LIMITGRADE LIMITHWL: 1022.1WETLANDEX. 2-YR: 986.0EX. 10-YR: 986.3EX. 100-YR: 986.6PR. 2-YR: 986.0PR. 10-YR: 986.3PR. 100-YR: 986.6TP-191041.2TP-151030.7TP-161020.4TP-171007.1TP-181027.8TP-06NOT DUGTP-071031.6TP-10992.2TP-09993.4TP-121011.4TP-131003.7TP-141011.8TP-11NOT DUGSB-11019.9SB-2996.1SB-3993.6SB-4996.5SB-51031.4SB-61018.8SB-71031.5SB-81030.32009200920182113131521152014161032.81033.4 1032.31033.62HP1031.52HP1032.45LP1028.20LP0+001+002+003+004+005+006+007+008+00 9+0010+0011+0012+0013+0014+0015+0016+0017+0017+31.981027.81033.81032.51033.11033.51032.71031.91031.11030.21029.2 1028.31028.71029.71030.71031.51030.91029.91028.91028.01033.11032.61033.61033.11032.31031.51030.71029.7 1028.71028.31029.21030.21031.21031.41030.41029.41028.41028.5GF 1033.3WOBF 1025.3((1024.5))X XTF 1033.6GF 1033.2WOBF 1025.2((1024.4))X XTF 1033.5GF 1034.6WOBF 1026.6((1025.8))X XTF 1034.9GF 1033.9WOBF 1025.9((1025.1))X XTF 1034.2GF 1033.6WOBF 1025.6((1024.8))X XTF 1033.9GF 1033.3WOBF 1025.3((1024.5))X XTF 1033.6GF 1033.2WOBF 1025.2((1024.4))X XTF 1033.5GF 1032 . 7 WO BF 1024 . 7 ((1023. 9 ) )X X TF 1033 . 0 GF 1031.5WOBF 1023.5((1022.7))X XTF 1031.8GF 1031.8WOBF 1023.8((1023.0))X XTF 1032.1GF 1033.3WOBF 1025.3((1024.5))X XTF 1033.6X X(1032.3)SOGTF 1033.3GF 1033.0X X(1032.3)SOGTF 1033.3GF 1033.0X X(1031.3)SOGTF 1032.3GF 1032.0X X(1030.6)SOGTF 1031.6GF 1031.3X X(1029.3)SOGTF 1030.3GF 1030.0X X(1029.5)SOGTF 1030.5GF 1030.2X X (1030.0 ) SOG TF 1031 . 0 GF 103 0 . 7 X X (1030.5) SOG TF 1031.5 GF 1031.2 X X(1033.1)SOGTF 1034.1GF 1033.8X X(1033.4)SOGTF 1034.4GF 1034.1GF 1032 . 6 WO BF 1024 . 6 ((1023. 8 ) )X X TF 1032 . 9 GF 1033.5WOBF 1025.5((1024.7))X XTF 1033.8GF 1033.7WOBF 1025.7((1024.9))X XTF 1034.0X X(1029.8)SOGTF 1030.8GF 1030.5GF 1032.6WOBF 1024.6((1023.8))X XTF 1032.9GF 1033.9WOBF 1025.9((1025.1))X XTF 1034.2X X(1033.6)SOGTF 1034.6GF 1034.3X X(1034.0)SOGTF 1035.0GF 1034.74.6%4.6%10.9%4.4%4 . 5%2.5%2.4%4.0%4.1%2.8%2.6%4.1%31.6% 29.6%32.3%32.2% 24.1% 32. 1 % 31. 5 % 31 . 8 %33.0%17.7%5.0% 2.0%7.3%31.8%21.7%32.3%2 6 . 9%26.4%22.6% 30.9% 30.9% 27. 1 % 30.8%7.2%10.0%7.0%8.5%10.0%24.8 % 7.4%24.5%19 . 7 % 10.0% 10.0% 30.1% 10.0% 1 0 . 0 %10.0%8.1%7.4% 7.6 % 7.5% 25.8%32.5%10.0% 10.0 % 7. 6 % 10.0%6.7%7.2%7. 6 % 7.5% 7.4% 10.0% 7.2% 7.0% 7.9% 7.3% 7.3 % 8 . 0%7.4%7.5%6.9 % 29.4% 27.8%3.9%2.3%7.0%2.2%13.2%1.8%4.6%11.5%GF 1034.8WOBF 1026.8((1026.0))X XTF 1035.1212032.6%31.4%32.0%22.3%8. 1 %9.3%8.9% 8.1% 6.5% 5.8% 4.7% 3.7% 2.7% 3.8% 5.4% 3.6% 4.8% 4.1% 5.1% 4.7% 3.8 %4.3%5.0%7.5% 6.2%8.9% 5. 3%8.3%9.5% 7.4% 7.1 %8.8% 5 . 0% 4.3 % 4.6 % 4.7% 5.1% 4.8% 6.7% 7.4%9.5%8.5%8.6% 7. 5 % 7.8 % 6.8% 4.4% 4.2 % 4.6% 4 . 3% 3 . 8%3.7%3.8%1033.9 1025.61030.21031.0 10 3 1 . 4 1031.7 1031.3 1030.5 1029.7 1028.9 1030.11030.7 1 0 3 1 . 1 10 3 1 . 5 1031.9 1031.1 1031.8 1031.2 1030.5 1029.71028.51027.41027.61028.51029.01029.4 1028.9 1028.8 1028.21031.8 1030.41029.61029.1 1 0 2 8 . 7 1028. 5 1021.3 1021.8 1021.4 1020.1 1022.4 10 2 2 . 8 1 0 2 2 . 7 1025.31021.91022.41021.0 1 0 2 1 . 9 10 2 2 . 1 1023.6 1 0 3 2 . 7 10 3 2 . 7 1033.0 1032.9 1032.1 1031.3 1031.0 1032.11032.2 1 0 3 2 . 7 10 3 2 . 8 1032.5 1030.91030.11029.7 1 0 2 9 . 3 1029. 1 1031.0 1031.7 1032.7 1033.3 1023.6 1033.5 1023.2 8.0% 1034.2 1025.21034.4 1021.6 1025. 4 1 0 2 7 . 8 1028.01027.31030.01032.21033.11029.5 1030.6 1031.81031.6 1034.01034.5 1033.41034.0 1032.91033.7 4.2% 4.3%4.1%3.6%3.5%3.9%4.8%5.7%5.6%6.5%4.0%3.6%3.9%4.6%4.5%5.5% 4.1% 5.4%WET POND 2 (MAREK)NWL: 1020.010-YR HWL: 1021.5100-YR HWL: 1022.8EOF: 1023.5EOFEOF102010241028103010301030995.0995.0995.0995.0995.0995.0994.5995.0995.0995.0???990.41031.01031.01031.01031.0103210301030 1028 1026102010301030102210221028.2GF 1034.8WOBF 1026.8((1026.0))X XTF 1035.1GF 1034.7WOBF 1026.7((1025.9))X XTF 1035.0X X(1034.1)SOGTF 1035.1GF 1034.8X X(1033.8)SOGTF 1034.8GF 1034.51033.51033.0 1033.5 1024.91024.91038.11034.41032.81033.71030.0 1033.51031.9 1038.11038.11029.01029.9 1038.11024.51024.51024.51023.51024.51024.51024.51.5%1.2%13.1%19.9%12.2%2.3%33.2%8.3%7.9%2.1%4.1%13.1%7.6%16.9%19.9%1.8%1.8%228.6% 8.4%8.4%4.3%17221622222032.1%29.0%8.6% 8.7%8.6%29.2%23.2%0.8%1.0%0.8%8. 7 %1028.1STOOPPATIOSTOOPPATIOSTOOPPATIOSTOOPPATIOSTOOPPATIOSTOOPPATIOSTOOP PATIOSTOOP PATIOBSBL BSBL BSBL BSBL BSBL BSBL BSBL BSBL BSBL 30'32' 20' 30'20' BUFFER SETBACK912257COMMON LOT 1730'2 0 ' 2 0 '84COMMON LOT 11 1028203RD ST W10141731110312524203RD ST. W60'66'32'32' 25' 20' 2 5 ' 60 ' 25' 20' 2 5 ' 25'20'20'2 0 'WETLAND BUFFERWETLAND BUFFER20' BUFFER SETBACK7811131516181468911671389137COMMON LOT 9K E NS F I E L D T R L 203RD ST W2230.0'RETAINING WALLOUTLOT A25'BSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBL30'25'30'W E T L A N D B U F F E R 20 ' B U F F E R S E T B A C K 10' POND ACCESS1551316146BSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBL BSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLRETAINING WALLBSBLBSBLBSBLBSBLBSBLBSBLBSBL123412345630'50'50'F1F2F3F4F5F6F7F8657GHOST PLAT(FUTURE DEVELOPMENT) 30'30'BSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBL30'10' POND ACCESS30'OUTLOT AOUTLOT B11245.0'40'COMMON LOT 9COMMON LOT 19B618 B618 60' 32'WET POND 1NWL: 990.010-YR HWL: 992.3100-YR HWL: 994.1EOF: 994.5HWL: 1022.1WETLANDEX. 2-YR: 986.0EX. 10-YR: 986.3EX. 100-YR: 986.6PR. 2-YR: 986.0PR. 10-YR: 986.3PR. 100-YR: 986.6MAINTAIN EXISTINGRIP-RAPMAINTAIN EXISTINGFLOW PATHLIVE STORAGE: 36,895 CF9413281011021031041051061111071081091101121141131151161171183013020+001+002+003+004+005+006+007+008+00 9+0010+0011+0012+0013+0014+0015+0016+0017+0017+31.98F03F04F05EX.F02F01F01F11F12119TEMPBIT. CDSLIVE STORAGE: 122,949 CFLIVE STORAGE: 21,536 CF2+002+06.58GRADE L IM IT GRADE LIMITGRADE LIMITEX CITY PONDNWL: 1023.210-YR HWL: 1024.7100-YR HWL: 1026.2EOF: 1026.06.1%2.5%6.0%1 2 . 1%EX CITY PONDNWL: 1023.210-YR HWL: 1024.7100-YR HWL: 1026.2EOF: 1026.0EX OCSEXLIVE STORAGE:28,629 CF211313141032.81032.35+001032.71031.91032.3GF 1033.9WOBF 1025.9((1025.1))X XTF 1034.27.5%7.5%1033.3 1023.61033.5 1023.28.0%4.1%5.4%10301022STOOPSTOOP PATIOSTOOP PATIOSTOOPBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBL456BSBLBSBLBSBL1COMMON LOT 195+0018219 70th Pl N, Maple Grove MN 55311763.360.1307 | nate@aterraland.comA3A5+:ER=0*E:TERRASUBMITTALS & REVISIONSDateDescriptionRev.BySHEETREV.PAGE #CHECKED:DRAWN:PROJECT #:LAKEVILLE, MNANTLERS RIDGE 2ND ADDITIONNRH---25001TAMARACK DEVELOPMENT, LLCLICENSE NO:DATE:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORTWAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.04/16/202547982Nathan R. HermanNOT FORCONSTRUCTION02/20/25NRHFINAL PLAT SUBMITTAL03/14/25NRHFINAL PLAT SUBMITTAL #204/16/25NRHFINAL PLAT SUBMITTAL #3 (REVISE PER CITY COMMENTS)C3.02 4FINAL GRADINGPLANNSCALE IN FEET010050GROUND ELEVATIONAT BACK OF BLDG PADPROPOSEDHOUSE TYPE25' GAR. BLDG SETBACK LINEFULL BASEMENT (FB)LOOKOUT (LO)WALKOUT (WO)SPLIT LEVEL (WO/SLO)SLAB ON GRADE (SOG)1 = 1' GARAGE DROP2 = 2' GARAGE DROPPROPOSED FINISHEDCONTOURLOT NUMBEREXISTING CONTOURGF: GARAGE FLOORELEVATIONTF: TOP OF FOUNDATIONELEVATIONBF: BASEMENT FLOORELEVATIONRIGHT OF WAYSTREET CENTERLINEPROPERTY LINELOT CORNER ELEVATIONBLOCK NUMBERTYPICAL LOT LEGEND1DRIVEWAY SLOPEBUILDING PAD BOX20' HOUSE BLDG SETBACK LINED&U EASEMENT LINEPage 181 of 268 STRUCTURE TABLEStructure Name102103104105106107108109110111112113114115116117119302TYPESTMHCBMHCBMHCBMHCBMHSTMHCBMHCBMHCBCBCBMHCBMHCBCBMHCBMHCBMHCBOCSDIAMETER4848604848484848??????4848???484848???48RIM995.01021.31028.11028.81027.11027.51023.01028.81028.81027.11027.81020.01027.81028.21029.61028.61029.6992.7BUILD4.8010.5915.1413.769.139.054.024.524.034.0313.884.023.9813.3913.7210.484.034.20INV990.21010.71013.01015.01018.01018.51019.01024.31024.81023.11013.91016.01023.81014.81015.91018.11025.6988.5CASTING2 x 3R-4342R-3067R-1642R-4342R-1642R-4342R-4342R-3067R-3067R-3067R-3067R-3501-TBR-3067R-3067R-3501-TBHAALA2 x 32 x 32 x 3R-3501-TBR-3067FES TABLEStructure Name101118301INV989.70988.50PIPE SIZE27"24"C.Y. RIP RAP1018.518"0 (INLET)1210STOOPPATIOSTOOPPATIOSTOOPPATIOSTOOPPATIOSTOOPPATIOSTOOPPATIOSTOOPPATIOSTOOPPATIOS TOO P PATIOS TOO P PATIOSTOOPPATIOSTOOPPATIOSTOOPPATIOSTOOPPATIOSTOOP PATIOST O O P PATIOSTOOPPATIOSTOOPPATIOSTOOPPATIOSTOOPPATIOSTOOPPATIOSTOOPPATIOSTOOP PATIOSTOOP PATIOSTOOPPATIOSTOOPPATIOBSBL BSBL BSBL BSBL BSBL BSBL BSBL BSBL BSBL 20' BUFFER SETBACK912257COMMON LOT 1784COMMON LOT 11 1028203RD ST W10141731110312524203RD ST. WWETLAND BUFFER7811131516181468911671389137COMMON LOT 9K E NS F I E L D T R L 203RD ST W22RETAINING WALLOUTLOT A25'BSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLW E T L A N D B U F F E R 20 ' B U F F E R S E T B A C K 10' POND ACCESS1551316146BSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBL BSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLRETAINING WALLBSBLBSBLBSBLBSBLBSBLBSBLBSBL123412345630'50'50'F1F2F3F4F5F6F7F8657GHOST PLAT(FUTURE DEVELOPMENT)BSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLOUTLOT AOUTLOT B112COMMON LOT 9COMMON LOT 19B618 B618 WET POND 1NWL: 990.010-YR HWL: 992.3100-YR HWL: 994.1EOF: 994.5HWL: 1022.1PR. 2-YR: 986.0PR. 10-YR: 986.3PR. 100-YR: 986.6STOOPPATIOSTOOPPATIOSTOOPPATIOSTOOPPATIOSTOOPPATIOSTOOPPATIOSTOOPPATIOSTOOPPATIOCBOX:1030.2CBOX:1030.0CBOX:1029.4CBOX:1029.1CBOX:1029.6CBOX:1029.9CBOX:1030.3CBOX:1030.6CBOX:1031.2CBOX:1031.5CBOX:1031.8CBOX:1031.9CBOX:1031.8CBOX:1031.7CBOX:1031.4CBOX:1031.3CBOX:1031.0CBOX:1031.8CBOX:1031.8CBOX:1031.3CBOX:1031.1CBOX:1030.6CBOX:1030.4CBOX:1029.8CBOX:1028.7CBOX:1028.5CBOX:1028.5CBOX:1028.7CBOX:1028.8CBOX:1029.1CBOX:1029.2CBOX:1029.5CBOX:1031.2CBOX:1030.9CBOX:1030.3SERV:X+XX1020.7SERV:X+XX1020.7SERV:X+XX1020.6SERV:X+XX1020.6SERV:X+XX1019.5SERV:X+XX1019.5SERV:X+XX1019.8SERV:X+XX1019.8SERV:X+XX1020.6SERV:X+XX1020.6SERV:X+XX1021.3SERV:X+XX1021.3SERV:X+XX1021.7SERV:X+XX1021.7SERV:X+XX1021.5SERV:X+XX1021.5SERV:X+XX1021.3SERV:X+XX1021.3SERV:X+XX1021.2SERV:X+XX1021.2SERV:X+XX1023.0SERV:X+XX1023.0SERV:X+XX1023.0SERV:X+XX1023.0SERV:X+XX1022.0SERV:X+XX1022.0SERV:X+XX1021.3SERV:X+XX1021.3SERV:X+XX1020.0SERV:X+XX1020.0SERV:X+XX1020.2SERV:X+XX1020.2SERV:X+XX1020.5SERV:X+XX1020.5SERV:X+XX1020.7SERV:X+XX1020.7SERV: X+XX 1021.2 SERV: X+XX 1021.2 CBOX: 1029.7 CBOX: 1030.2 795413286CBOX:1033.9CBOX:1033.4CBOX:1033.1CBOX:1032.7CBOX:1032.5CBOX:1032.2CBOX:1032.0CBOX:1031.7CBOX:1031.5CBOX:1030.7CBOX:1030.6CBOX:1031.5CBOX:1032.3CBOX:1032.7CBOX:1033.3SERV:X+XX1023.3SERV:X+XX1023.31+32101102103104105106111107108109110112114113EX OCS115116117118301302CBOX:1031.2CBOX:1031.1SERV:X+XX1022.6SERV:X+XX1021.9SERV:X+XX1021.9SERV:X+XX1021.9SERV:X+XX1021.9SERV:X+XX1021.6SERV:X+XX1021.6SERV:X+XX1021.3SERV:X+XX1021.3SERV:X+XX1021.2SERV:X+XX1021.2SERV:X+XX1023.8SERV:X+XX1023.8SERV:X+XX1024.1SERV:X+XX1024.10+921+280+860+720+080+920+720+480+280+141+130+960+830+610+450+07SERV:X+XX1022.60+23CBOX:1034.1CBOX:1034.5CBOX:1033.5SERV:X+XX1024.7SERV:X+XX1024.7SERV:X+XX1025.4SERV:X+XX1025.40+29CBOX:1034.00+78CBOX:1034.1CBOX:1034.50+991+350+001+002+003+004+005+006+007+008+00 9+0010+0011+0012+0013+0014+0015+0016+0017+00F03F04F05EX.F02F01CBOX:1034.5CBOX:1034.0CBOX:1033.7CBOX:1033.0CBOX:1033.1CBOX:1033.8CBOX:1034.1CBOX:1034.5SERV:X+XX1023.3SERV:X+XX1023.3SERV:X+XX1022.7SERV:X+XX1022.7SERV:X+XX1024.5SERV:X+XX1024.5SERV:X+XX1025.3SERV:X+XX1023.30+230+740+941+351+400+970+790+25SANONLYF11F121+421+14 1+090+870+59 0+140+050+470+580+420+160+760+510+130+370+601+081+371+852+132+642+803+063+230+551+101+351+822+092+582+840+130+290+340+550+801+060+36119 8" PVC SDR 35 8" PVC C900 8" PVC SDR 35 8" PVC SDR 35SANONLYFUT. SMH F01RE=1032.8BLD=11.0IE=1021.8 ESMH 3RE=1028.6BLD=9.9IE=1018.7 NIE=1018.7 SESMH 1RE=1028.8BLD=11.0IE=1017.9 WIE=1017.9 EIE=1017.8 SSMH 8RE=1031.2BLD=11.8IE=1019.4 SEIE=1019.4 WSMH 9RE=1030.0BLD=10.1IE=1019.9 NW8" SDR 358" SDR 358" SDR 35 8" SDR 358" SDR 358" SDR 358" SDR 35 8" PVC C900 8" PVC C900 8" PVC C900 8" PVC C900 8" PVC C9004 " D I P I R R IG . S E R V I C E 8" SANITARY STUB8" PLUG w/ TAILSANITARY SEWER AND WATERAIN NOTES:18219 70th Pl N, Maple Grove MN 55311763.360.1307 | nate@aterraland.comA3A5+:ER=0*E:TERRASUBMITTALS & REVISIONSDateDescriptionRev.BySHEETREV.PAGE #CHECKED:DRAWN:PROJECT #:LAKEVILLE, MNANTLERS RIDGE 2ND ADDITIONNRH---25001TAMARACK DEVELOPMENT, LLCLICENSE NO:DATE:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORTWAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.04/16/202547982Nathan R. HermanNOT FORCONSTRUCTION02/20/25NRHFINAL PLAT SUBMITTAL03/14/25NRHFINAL PLAT SUBMITTAL #204/16/25NRHFINAL PLAT SUBMITTAL #3 (REVISE PER CITY COMMENTS)C5.01 6FINAL UTILITY PLAN1.THE UTILITY IMPROVEMENTS FOR THIS PROJECT SHALL BE CONSTRUCTED INACCORDANCE WITH THE CITY OF LAKEVILLE GENERAL SPECIFICATIONS FOR STREETAND UTILITY CONSTRUCTION AND THE "STANDARD UTILITIES SPECIFICATIONS" ASPUBLISHED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), EXCEPTAS MODIFIED HEREIN.2.CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTYDAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THISPROJECT. CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TOTHE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OFTHIS PROJECT.3.SAFETY NOTICE TO CONTRACTORS: IN ACCORDANCE WITH GENERALLY ACCEPTEDCONSTRUCTION PRACTICES, CONTRACTOR WILL BE SOLELY AND COMPLETELYRESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY OF ALLPERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THISREQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMALWORKING HOURS. THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCTCONSTRUCTION REVIEW OF CONTRACTOR'S PERFORMANCE IS NOT INTENDED TOINCLUDE REVIEW OF THE ADEQUACY OF CONTRACTOR'S SAFETY MEASURES IN, ONOR NEAR THE CONSTRUCTION SITE. CONTRACTOR SHALL INSTALL CONSTRUCTIONZONE SIGNAGE AS REQUIRED.4.THE UTILITY BACKFILL CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OFTHE GEOTECHNICAL ENGINEER. CONTRACTOR SHALL BE RESPONSIBLE FORCOORDINATING ALL REQUIRED SOIL COMPACTION TESTS AND SOIL INSPECTIONSWITH THE GEOTECHNICAL ENGINEER.5.CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING AND SCHEDULING ALLREQUIRED UTILITY INSPECTION WITH THE CITY OF LAKEVILLE AND/OR ITSCONSULTANTS WITH A 48-HOUR NOTICE6.CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFICCONTROL SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, ANDFLAGMEN TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. TRAFFICCONTROL DEVICES SHALL CONFORM TO APPROPRIATE MINNESOTA DEPARTMENTOF TRANSPORTATION STANDARDS.7.EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THECONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATIONOF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THENOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTORAND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALLDAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLYLOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD).8.CITY WILL OPERATE EXISTING GATE VALVES. COORDINATE SHUT OFF AT WATERCONNECTION WITH A 48 HOUR NOTICE9.ALL MATERIALS SHALL BE AS SPECIFIED IN CEAM SPECIFICATIONS EXCEPT ASMODIFIED HEREIN.9.1.ALL MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE CITY.9.2.ALL SANITARY SEWER TO BE PVC C900, SDR26, OR SDR35, AS NOTED ON THEPLAN.9.3.ALL SANITARY SEWER SERVICE RISERS MATERIAL SHALL MATCH THE MATERIALOF THE MAIN UP TO THE LATERAL BEND.9.4.ALL SANITARY SEWER LATERAL SERVICES TO PROPERTY SHALL BE PVC SDR26 .9.5.FOR ANY SANITARY SEWER LINES REQUIRED TO BE DIP, THE DIP SHALL BEPOLY-WRAPPED AND ALL BOLTS USED SHALL BE STAINLESS STEEL.9.6.USE AN 8" WIDE EXTERNAL SEAL WRAP, "INFI-SHIELD" OR APPROVED EQUALWITH ALL SANITARY SEWER MANHOLES.9.7.ALL SANITARY SEWER MANHOLE ADJUSTING RINGS INSTALLATIONS SHALL HAVEPOLYMER I/I BARRIERS BY "STRIKE PRODUCTS" OR APPROVED EQUALINSTALLED.9.8.SANITARY CASTINGS SHALL BE NEENAH R-1642 OR ACCEPTED EQUAL. LADTECHHDPE ADJUSTING RINGS SHALL BE USED ON SANITARY MANHOLES, ORAPPROVED EQUAL.9.9.ALL WATERMAIN TO BE PVC C900, UNLESS NOTED OTHERWISE.9.10.ALL WATERMAIN TO HAVE 7.5-FEET OF COVER OVER TOP OF WATERMAIN.9.11.PROVIDE THRUST BLOCKING AND MECHANICAL JOINT RESTRAINTS ON ALLWATERMAIN JOINTS PER CITY OF LAKEVILLE SPECIFICATION.9.12.WYE LOCATIONS TO BE VERIFIED BY CONTRACTORS. WYE STATIONING SHOWNIS CALCULATED FROM THE DOWNSTREAM MANHOLES.10.ALL SEWER SERVICES ARE LOCATED 3 FEET DOWNSTREAM OF WATER SERVICES IFSEWER AND WATER ARE IN THE SAME TRENCH.11.ALL WATERMAIN VALVES SHALL BE POSITIONED SUCH THAT THEY ARE NOT LOCATEDIN THE CURB AND GUTTER. IF SEWER SERVICE CONDUCTIVITY BOX OR WATER CURBBOX IS PLACED IN A DRIVEWAY, WALK OR TRAIL, A FORD A-1 COVER OR EQUALMUST BE PROVIDED.12.ALL HYDRANTS AND HYDRANT GATE VALVES ARE RETAINED AND TIED BACK TO THEWATERMAIN TEE BY MEANS OF APPROVED MEGALUGS UNLESS OTHERWISE NOTED.13.ALL SEWER AND WATER SERVICES ARE EXTENDED 15 FEET BEYOND THE PROPERTYLINE AS SPECIFIED BY THE CITY. CURB BOXES SHALL BE PLACED AT THERIGHT-OF-WAY.14.FINAL ADJUSTMENT OF CASTINGS AND GATE VALVES WITHIN THE STREET SHALL BE1/2" BELOW FINISHED ROADWAY SURFACE.15.ANY EROSION CONTROL DAMAGED BY CONSTRUCTION SHALL BE REPAIRED ASINCIDENTAL TO CONSTRUCTION.16.THE DISINFECTION OF THE WATERMAIN SHALL BE PERFORMED ACCORDING TO THECITY OF LAKEVILLE SPECIFICATIONS.NSCALE IN FEET010050LEGEND:EASEMENTWATERMAINSANITARY SEWERSTORM SEWERCURB & GUTTERDSCONCRETE SIDEWALKNOTE: ASTERISK (*) ON SPOT ELEVATIONSDENOTES NON-TYPICAL ELEVATIONSBITUMINOUS TRAILSETBACK LINEREAR BLDG PAD LINESURFACE SLOPE LABELX.XGUTTER SPOT LABELG900.0PROPOSED CONTOUR944950EXISTING CONTOURCENTERLINEEMERGENCY OVERFLOWEOF6" DRAINTILE (PERF)6" DRAINTILE (SOLID)4" DRAINTILE (SOLID)W/ CLEANOUTW/ CLEANOUTNATURAL AREA SIGNW/ CLEANOUT302(CROSSED OUT STRUCTURES WERE INSTALLED IN PHASE 1)STORM SEWER NOTES:1.THE STORM SEWER IMPROVEMENTS FOR THIS PROJECT SHALL BE CONSTRUCTED INACCORDANCE WITH THE CITY OF LAKEVILLE GENERAL SPECIFICATIONS FOR STREET ANDUTILITY CONSTRUCTION.2.EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THECONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OFALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THENOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTORAND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALLDAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATEAND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD).3.CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING AND SCHEDULING ALLREQUIRED UTILITY INSPECTION WITH THE CITY OF LAKEVILLE AND/OR ITS CONSULTANTSWITH A 48-HOUR NOTICE4.THE UTILITY BACKFILL CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OFTHE GEOTECHNICAL ENGINEER. CONTRACTOR SHALL BE RESPONSIBLE FORCOORDINATING ALL REQUIRED SOIL COMPACTION TESTS AND SOIL INSPECTIONS WITHTHE GEOTECHNICAL ENGINEER.5.ANY EROSION CONTROL DAMAGED BY CONSTRUCTION SHALL BE REPARED ASINCIDENTAL TO CONSTRUCTION.Page 182 of 268 0+00 1+00 2+003+004+005+005+41.55995.01029. 3 1024.9 1022.21015.01006.5997.21026. 8 1023.9 1018.61011.31001.52012200715GRADE LIMITGRADE LIMITGRADE LIMIT0+000+42.65 0+00 0+38.23WET POND 1NWL: 990.010-YR HWL: 992.3100-YR HWL: 994.1EOF: 994.5EOFEOFEOFEOF EOFEOFEOFGRADE L IM IT GRADE LIMITGRADE LIMITGRADE LIMITGRADE LIMITGRADE LIMITHWL: 1022.1WETLANDEX. 2-YR: 986.0EX. 10-YR: 986.3EX. 100-YR: 986.6PR. 2-YR: 986.0PR. 10-YR: 986.3PR. 100-YR: 986.6200920092018211313152115201416EX CITY PONDNWL: 1023.210-YR HWL: 1024.7100-YR HWL: 1026.2EOF: 1026.00.8%3 .1 %1.8%4.6%4.6%7.4% 19 . 7 % 30.1%8.1%7.4% 7.6 % 7.5%6.7%7.2%7. 6 % 7.5%6.9 % 29.4% 27.8%3.9%2.3%7.0%2.2%13.2%1.8%4.6%11.5%212032.6%31.4%32.0%22.3%8.0%EOFEOF102010241028103010301030103210301030 1028 1026102010301030102210221.8%1.8%228.6% 8.4%8.4%17221622222032.1%29.0%8.6% 8.7%8.6%29.2%23.2%0.8%1.0%0.8%8. 7 %795413286101102103104105106111107108109110112114113EX OCS115116117118301302EXEX.F01119STOOPPATIOSTOOPPATIOSTOOPPATIOSTOOPPATIOSTOOPPATIOSTOOPPATIOSTOOP PATIOSTOOP PATIOBSBL BSBL BSBL BSBL BSBL BSBL BSBL BSBL BSBL 20' BUFFER SETBACK912257COMMON LOT 1784COMMON LOT 11 1028203RD ST W10141731110312524203RD ST. WWETLAND BUFFERWETLAND BUFFER20' BUFFER SETBACK7811131516181468911671389137COMMON LOT 9K E NS F I E L D T R L 203RD ST W22RETAINING WALLOUTLOT A25'BSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLW E T L A N D B U F F E R 20 ' B U F F E R S E T B A C K 10' POND ACCESS1551316146BSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBL BSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLRETAINING WALLBSBLBSBLBSBLBSBLBSBLBSBLBSBL123412345630'50'50'F1F2F3F4F5F6F7F8657GHOST PLAT(FUTURE DEVELOPMENT)BSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBL10' POND ACCESSOUTLOT AOUTLOT B112COMMON LOT 9COMMON LOT 19B618 B618 WET POND 1NWL: 990.010-YR HWL: 992.3100-YR HWL: 994.1EOF: 994.5HWL: 1022.1WETLANDEX. 2-YR: 986.0EX. 10-YR: 986.3EX. 100-YR: 986.6PR. 2-YR: 986.0PR. 10-YR: 986.3PR. 100-YR: 986.6EX CITY PONDNWL: 1023.210-YR HWL: 1024.7100-YR HWL: 1026.2EOF: 1026.0152315241525152615271528152915301531153215331534153515361537153815391540154115421543154415451546154715481549155015511552155315541555155615571558155915601561156215631564156515661567156815691570157115721573157415751576157715781579158015811582158315841585158615871588158915901591159215931594159515961597159815991600160116021603160416051606160716081609161016111612161316141615161616171618161916201621162216231624162516261627162816291630163116321633163416351636163716381639164016411642164316441645164616471648164916501651165216531654165516561657165916601661166216631664166516661667166816691670167116721673167416751676167716781679168016811682168316841685168616871688168916901691169216931694199516961697169816991700170117021703170417051706170717081709171017111712171317141715171617171718171917201721172217231724172517261727172817291730173117321733173417361737173817391740174117421743174417451746174717481749175017511752175317541755175617571758175917601761176217631764176517661767176817691770177117721773177417751776177717781779178017811782178317841785178617871788178917901791179217931794179517961797179817991800180118021803180418051806180718081810180918111812181318141815181618171818181918201821182218231824182518261827182818291830183118321833183418351836183718381839184018411842184318441845184618471848184918501851185218531854185518561857185818591860186118621863186418651866186718681869187018711872187318741875187618771878187918801881188218831884188518861887188818891890189118921893189418951896189718981899190019011902190319041905190619071908190919101911191219131914191519161917191819191920192119221923192419251926192719281929193019311932193319341935193619371938193919401941194219431944194519461947194819491950195119521953195419551956195719581959196019611961196219631964196519661967196819691970197119721973197419751976197719781979198019811982198319841985198619871988198919901991199219931994199519961997199819992000200120022003200420052006200720082009201020112012201320142015201620172018201920202021202220232024202520262027202820292030203120322033203420352036203720382039204020412042204320442045204620472048204920152051205220532054205520562057205820592060206120622063206420652066206720682069207020712072207320742075207620772078207920802081208220832084208520862087208820892090209120922093209420952097209820992100210121022103210421052106210721082109211021112112211321142115211620172018201921202121212221232124212521262127212821292130213121322133213421352136213721382139214021412142214321442145214621472148214921502151215221532155215621572158215921602161216221632164216521662168216921702171217221732174217521762177217821807181218221832184218521862187218821892190219121922193219421952196219721982199220022012202220322042205220622072208220922102211221222132214221522162217221822192220222122222223222422252226222722282229223022312232223322342235223622372238223922402241224222432244224522462247224822492250225122522253225422552256225722582259226022612262226322642265226622672268226922702271227222732274227522762277227822792280228122822283228422852286228722882290229122922293229422952296229722982299230023012302220323042305230623072308230923102311231223132314231523152316231723182319232039273928392939263930393139323933393439353936393739383939394039413942394339443945394639473948394939503951395239533954395539583957395839593960396139623963396439653966396739683969397039713972397339743975397639773978397939803981398239833984398539863987398839893990399139923993399439953996399739983999400045014502450345044505450645074508450945104511451245134514165820962154216721792289LEGEND:STORM SEWERCURB & GUTTERDPROPOSED CONTOUREXISTING CONTOURCENTERLINE950944SAVED TREEGRADE LIMITREMOVED TREE18219 70th Pl N, Maple Grove MN 55311763.360.1307 | nate@aterraland.comA3A5+:ER=0*E:TERRASUBMITTALS & REVISIONSDateDescriptionRev.BySHEETREV.PAGE #CHECKED:DRAWN:PROJECT #:LAKEVILLE, MNANTLERS RIDGE 2ND ADDITIONNRH---25001TAMARACK DEVELOPMENT, LLCLICENSE NO:DATE:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORTWAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.04/16/202547982Nathan R. HermanNOT FORCONSTRUCTION02/20/25NRHFINAL PLAT SUBMITTAL03/14/25NRHFINAL PLAT SUBMITTAL #204/16/25NRHFINAL PLAT SUBMITTAL #3 (REVISE PER CITY COMMENTS)C8.01 13FINAL TREE PRESERVATIONPLANNSCALE IN FEET010050NOTE: NOADDITIONALREMOVAL PROPOSEDWITH THE 2NDADDITIONAPPLICATION.Page 183 of 268 203 R D ST W 203RD ST. W KENSFIELD TRL20 3 R D ST W25'30'50' 50' STOOP PA T I O STOOP PA T I O STOOP PAT IO STOOP PAT IO STOOPPATIOSTOOPPATIOSTOOP PATI O STOOP PATI O STO O P PATIO STO O P PATIOSTOOP PATIO STOOP PATIO STO O P PATIO STO O P PATIOSTOOPPATIOSTOOPPATIOSTOOP PATIO STOOP PATIO STOOPPATIOSTOOPPATIOSTOOPPATIO STOOPPATIO STOOP PATIO STOOP PATIO STOOPPATIOSTOOPPATIOSTOOPPATIO STOOPPATIO STOOP PATIO STOOP PATIO STOOPPATIOSTOOPPATIOSTOOPPATIOSTOOPPATIOSTOOPPATIO STOOPPATIO STOOPPATIO STOOPPATIO STOOP PA T I O STOOP PA T I O STOOP PAT IO STOOP PAT IO STOOP PATI O STOOP PATI O STOOPPATIO STOOPPATIO STOOPPATIOSTOOPPATIOSTOOPPATIOSTOOPPATIOSTOOPPATIOSTOOPPATIOSTOOPPATIOSTOOPPATIOSTOOPPATIOSTOOPPATIOSTOOPPATIOSTOOPPATIOSTOOPPATIOSTOOPPATIOTOP BACK 1023.75 HWL 1023.5 OUTLET STRUCTURE - POND MAREK WEIR SLOT 1020.0 TOP WEIR WALL 1022.0 18" RCP 1020.0 18" RCP INLET 18" RCP OUTLET SUMP 1016.0 2 5 7 4 10 2 8 3 10 12 2 4 1 4 6 8 9 11 1 3 8 9 1 3 7 155 13 16 14 6 65 7 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 1 2 2 3 1RETAINING WALLc OFANTLERS RIDGE LAKEVILLE, MINNESOTA TAMARACK DEVELOPMENT, LLC 1536 BEACHCOMBER BLVD 4-18-24Name Reg. No.Date Revisions Date Designed Drawn 2023 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS WACONIA, MINNESOTA 55387 01-PLAN-123013-SHEET-LAND.DWG L1.01LANDSCAPE PLANJLT c 1Name Reg. No.Date 1. XX-XX-2023 - City Comments Date Designed Drawn 2023 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota 44763 Jennifer L. Thompson JLT LANDSCAPE NOTES: 1.FENCE TOP OF RETAINING WALL TALLER THAN 4' (AS SHOWN ON PLAN) TO BE 48" BLACK VINYL CHAINLINK, OR APPROVED EQUAL 2.DISTURBED AREAS TO BE SODDED EXCEPT SLOPE ON NORTH END FROM 1020 CONTOUR (RET. WALLS) TO THE NORTHERN MOST GRADING LIMIT WILL BE SEEDED; SEE GRADING PLAN FOR SEEDING 3.SODDED AREAS TO BE IRRIGATED 4.IRRIGATION DESIGNED BY OTHERS 1-7-2025 10-23-24-updated site plan 1-7-2025-updated site plan Page 184 of 268 DECK (Rock under Deck) DECK (Rock under Deck) 18" Rock Maintenance Strip 1 - Ornamental Tree 3 - Evergreen Shrub 6 - Perennial 1 - Medium Deciduous Shrub 1 - Ornamental Grass 3 - Perennial 3 - Small Deciduous Shrub NORTH METRO COMPANIES 2402 HWY 55 MEDINA, MN 55340 (OFFICE)763-682-6008 (FAX)763-684-8067 L-1Residential LENNAR TWINHOME LANDSCAPE PLAN April 13th, 2022 18" = 1' Page 185 of 268 Date: 5/19/2025 South Metro Safe and Vault Interim Use Permit Proposed Action Staff recommends adoption of the following motion: Move to approve the interim use permit and adopt the findings of fact for South Metro Safe and Vault. Overview John Borchardt, South Metro Safe and Vault submitted an application for an interim use permit to allow outside sales and display of a safe on property located at 16350 Kenrick Loop, zoned C- 3, General Commercial District. Outside sales are allowed in the C-3 District but not to exceed 30% of the gross floor area of the leased space and subject to approval of an interim use permit. The proposed outside sales and display area would include one vehicle parking space located in the southwest corner of the property. There are no changes proposed to the existing parking lot or building. The site would still comply with minimum parking requirements. The proposed outdoor display does not exceed 30% of the leased area. The Planning Commission held a public hearing on May 8, 2025 to consider the interim use permit request. The Planning Commission unanimously recommended approval, subject to four stipulations. There were no public comments at the public hearing. Supporting Information 1. Interim Use Permit Resolution 2. Findings of Fact 3. Planning Commission Minutes 4. Planning Report Financial Impact: $0 Budgeted: No Source: Envision Lakeville Community Values: Diversified Economic Development Report Completed by: Heather Botten, Senior Planner Page 186 of 268 1 (Reserved for Dakota County Recording Information) CITY OF LAKEVILLE DAKOTA COUNTY, MINNESOTA INTERIM USE PERMIT NO. 25- ___ 1. Permit. Subject to the terms and conditions set forth herein, the City of Lakeville hereby approves an Interim Use Permit for South Metro Safe and Vault to allow outside sales and display of a safe in the C-3, General Commercial District located at 16350 Kenrick Loop. 2. Property. The permit is for the following described property in the City of Lakeville, Dakota County, Minnesota: Lot 3, Block 1, Jackson’s First Addition according to the recorded plat thereof, Dakota County, Minnesota. 3. Conditions. This interim use permit is issued subject to the following conditions: a. Outside sales and display shall be restricted to one parking space, provided it is not an ADA-required stall. b. Outside sales and display shall not obstruct the access to the building and site and shall not impede access by emergency service vehicles. c. Signage shall be installed and maintained in compliance with Zoning Ordinance requirements and subject to approval of a sign permit. d. The interim use permit will terminate at such time that outside sales and display of a safe or vault is no longer occurring on the property or a change of use in building occupancy. 4. Revocation. The City may revoke the interim use permit for cause upon determination that the interim 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 interim use permit shall expire unless the applicant commences the authorized use within one year of the date of this interim use permit unless an extension is approved by the Zoning Administrator. Page 187 of 268 2 DATED: May 19, 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 19th day of May 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 188 of 268 1 CITY OF LAKEVILLE DAKOTA COUNTY, MINNESOTA SOUTH METRO SAFE AND VAULT INTERIM USE PERMIT FINDINGS OF FACT AND DECISION On May 8, 2025 the Lakeville Planning Commission met at its regularly scheduled meeting to consider the application of South Metro Safe and Vault for an interim use permit to allow outside sales and display of a safe in the C-3 District located at 16350 Kenrick Loop. The Planning Commission held a public hearing on the proposed interim 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 3, Block 1, Jackson’s First Addition according to the recorded plat thereof, Dakota County, Minnesota. 4. Section 11-5-3 states that interim use permits shall be processed according to the standards for a conditional use permit. 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 outside sales and display is a commercial 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 outside sales and display will be compatible with existing and future land uses in the area given compliance with the interim use permit. c. The proposed use conforms with all performance standards contained in the Zoning Ordinance. Page 189 of 268 2 Finding: The proposed outside sales and display will conform with all performance standards contained in the Zoning Ordinance and the City Code given compliance with the interim use permit. d. The proposed use can be accommodated with existing public services and will not overburden the City’s service capacity. Finding: The subject property is served with necessary public services and the outside sales and display of motor vehicles will not overburden the City’s service capacity. e. Traffic generation by the proposed use is within capabilities of streets serving the property. Finding: Traffic generation will not significantly increase due to the proposed outside sales and display use and is within the capabilities of Kenrick Loop which serves the property. 5. The planning report dated May 8, 2025 prepared by Heather Botten, Senior Planner is incorporated herein. DECISION The City Council approves the interim use permit in the form attached hereto. DATED: May 19, 2025 CITY OF LAKEVILLE BY: ________________________ Luke M. Hellier, Mayor SEAL BY: ________________________ Ann Orlofsky, City Clerk Page 190 of 268 CITY OF LAKEVILLE. PLANNING COMMISSION MEETING MINUTES May 8, 2025 Vice 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 member, John Swaney was sworn in by Community Development Recorder Dawn Erickson. Members Present: Vice Chair Christine Zimmer, Scott Einck, Pat Kaluza, John Swaney, Jason Swenson, Amanda Tinsley, Mark Traffas, Ex-Officio Jeff Hanson. Members Absent: None Staff Present: Tina Goodroad, Community Development Director; Kris Jenson, Planning Manager, Heather Botten, Senior Planner, Michael Kutz, Civil Engineer, Dawn Erickson, Community Development Recorder. 4. Approval of the Meeting Minutes The March 20, 2025 Planning Commission meeting minutes and the April 17, 2025 Planning Commission work session minutes were approved as presented. 5. Announcements Planning Manager Kris Jenson stated if the agenda items are not tabled they will move forward to the May 19 City Council meeting. 6. South Metro Safe and Vault Interim Use Permit Vice Chair Zimmer opened the public hearing to consider the application of South Metro Safe and Vault for an interim use permit to allow the outdoor sale and display of a safe as an accessory use in the C-3, General Commercial District. The subject property is located at 16350 Kenrick Loop. John Borchardt, owner of South Metro Safe and Vault, joined the meeting via Teams and introduced the project. Senior Planner Heather Botten presented the staff report. Outside sales as an accessory use is allowed in the C-3 district upon approval of an interim use permit, provided the outside sales area does not to exceed 30% of the gross floor area of the leased space. The proposed outside sales and display area would include one vehicle parking space located in the southwest corner of the property. There are no changes proposed to the existing parking lot or building and no additional hard surface is being added to the site. The proposed outdoor display area does not exceed 30% of Page 191 of 268 Planning Commission Meeting Minutes, May 8, 2025 Page 2 the gross floor leased area. Staff recommends approval of the request subject to the four stipulations listed in the report. Vice Chair Zimmer opened the hearing to the public for comment. There was no public comment. Motion was made by Kaluza, seconded by Traffas to close the public hearing at 6:08 p.m. Voice vote was taken on the motion. Ayes – unanimous Vice Chair Zimmer asked for comments from the Planning Commission. • Commissioner Einck requested clarification of how this is different than signage. Ms. Botten stated that signage is advertising only the business, and the proposed display is of a safe that is available for purchase. • Commissioner Traffas inquired if the location of the safe could change. Ms. Botten stated that it would not be able to be moved off the hard surface, but it could be moved to another parking space, as long as it did not take up more than one space. Ms. Botten also stated that if the current yellow safe was sold, they could put out a new safe. Motion was made by Swenson, seconded by Kaluza to recommend to City Council approval of the interim use permit for outdoor sales and display of a safe or vault in the C-3 District subject to the four stipulations listed below: 1. Outside sales and display shall be restricted to one parking space, provided it is not an ADA- required stall. 2. Outside sales and display shall not obstruct the access to the building and site and shall not impede access by emergency service vehicles. 3. Signage shall be installed and maintained in compliance with Zoning Ordinance requirements and subject to approval of a sign permit. 4. The interim use permit will terminate at such time that outside sales and display of a safe or vault is no longer occurring on the property or a change of use in building occupancy. Ayes: Traffas, Kaluza, Zimmer, Einck, Swaney, Swenson, Tinsley Nays: 0 7. Heritage Commons 9th Addition Vice Chair Zimmer opened the public hearing to consider the applications of The Architects Partnership, LTD for a preliminary plat of two commercial lots to be known as Heritage Commons 9th Addition, and the vacation of public drainage and utility easements. The property is located north of 202nd Street (CSAH 50) and east of Idealic Avenue. Page 192 of 268 City of Lakeville Planning Department Memorandum To: Planning Commission From: Heather Botten, Senior Planner Meeting Date: May 8, 2025 Planning Commission Meeting Agenda Item: John Borchardt/South Metro Safe and Vault - Interim Use Permit Application Action Deadline: June 2, 2025 INTRODUCTION John Borchardt, South Metro Safe and Vault has submitted an application for an interim use permit to allow outside sales and display of a safe on property located at 16350 Kenrick Loop which is zoned C-3, General Commercial District. Outside sales and display are allowed in the C-3 District but not to exceed 30% of the gross floor area of the principal building or building tenant lease space and subject to approval of an interim use permit. The following exhibits are attached for your information: EXHIBITS A. Location Map B. Zoning Map C. Site Plan with Parking Count D. Photo of the Current Safe on Display E. Findings of Fact Surrounding Land Uses and Zoning North – Puppy Play and Stay; Zoned C-3, General Commercial District South – Multi-tenant building; Zoned C-3, General Commercial District East - Leo’s South; Zoned C-3 General Commercial District West – I-35 and Interstate Storage; Zoned ROW and PUD Page 193 of 268 2 STAFF ANALYSIS South Metro Safe and Vault leases a portion of the 10,320 square foot, multi-tenant commercial building. South Metro Safe and Vaults specializes in the sale of fire and gun safes. Other building tenants include Embroidery and Pleasant Hills Saddle Shop. The proposed outside sales and display area would include one vehicle parking space located in the southwest corner of the property. There are no changes proposed to the existing parking lot or building. No additional hard surface is being added to the site. Based on the building approval in 1984, the minimum number of required parking spaces is 40. Removing the one space that will be used for the display area, there will be 46 spaces, complying with code requirements. South Metro Safe and Vault operates in about 1,070 square feet of leased area in the building, thirty percent of this area equals 321 square feet. The proposed outdoor display area does not exceed 30% of the gross floor leased area. In order to provide property owners with greater flexibility on the usage of their property, the city has defined specific interim uses that may be approved for a property, subject to city council approval. Interim uses allow a use that is presently judged to be acceptable by the city council based on the characteristics and circumstances of the specific location, property, or use for which the interim use permit is proposed such that the use will be consistent with the comprehensive plan, complies with the requirements of the zoning ordinance, and is compatible with surrounding land uses, which may be effected as a result of any change to the nature of the interim use or existing uses and development in the area. An interim use shall terminate on the happening of any of the following events, whichever occurs first: A. The date or event stated in the permit. B. Upon violation of conditions under which the permit was issued. C. Upon change in the city's zoning regulations which renders the use nonconforming. Interim Use Permit Criteria. Section 11-5-5 of the Zoning Ordinance requires that an interim use permit comply with the following: A. Meet the standards of a conditional use permit set forth in subsection 11-4-3E of this title. See attached findings of fact. B. Conform to the applicable general performance standards of Section 11-4-7 of this title. Page 194 of 268 3 Staff has reviewed the performance standards in Section 11-4-7 and finds that the interim use permit application meets all applicable standards, including site access and parking. The property requires 40 parking spaces for the retail and service building. A total of 46 parking spaces are provided on-site. C. The use is allowed as an interim use in the respective zoning district. The proposed outside sales and display is allowed by interim use permit in the C-3 District. D. The date or event that will terminate the use can be identified with certainty. The interim use permit shall terminate upon a change of building occupancy or when the safe and vault use with outside sales and display is no longer operating from the property. E. The use will not impose additional unreasonable costs on the public. The proposed outside sales and display will not impose costs on the public. F. The user agrees to any conditions that the city council deems appropriate for permission of the use. The applicant shall comply with the recommendations stipulated in the planning report as approved by the City Council. RECOMMENDATION Community Development Department staff recommend approval of the interim use permit for outside sales and display of a safe or vault in the C-3 District subject to the following stipulations: 1. Outside sales and display shall be restricted to the one parking space in the area identified on the approved site plan. 2. Outside sales and display shall not obstruct the access to the building and site and shall not impede access by emergency service vehicles. 3. Signage shall be installed and maintained in compliance with Zoning Ordinance requirements and subject to approval of a sign permit. 4. The interim use permit will terminate at such time that outside sales and display of a safe or vault is no longer occurring on the property or a change of use in building occupancy. Findings of fact for the interim use permit are attached. Page 195 of 268 Dakota County, Maxar, MicrosoftKENRICK LOOP± KENRICK AVE Site Location City of Lakeville South Metro Safe & Vault Site Location Map EXHIBIT AI-35Page 196 of 268 KENRICK LOOP± KENRICK AVE Site LocationI-35C-3 C-3 C-3 C-3 C-3 C-3 PUD PUD P/OS City of Lakeville South Metro Safe & Vault Zoning Map EXHIBIT B Page 197 of 268 Dakota County, MN Disclaimer: Map and parcel data are believed to be accurate, but accuracy is not guaranteed. This is not a legal document and should not be substituted for a title search,appraisal, survey, or for zoning verification. Map Scale 1 inch = 38 feet 3/6/2025 16350 Kenrick Loop - Site Plan 3-6-25 6 spaces 15 spaces 26 spaces Total spaces = 47 less one for display trailerDisplay Space Exhibit C Page 198 of 268 Exhibit D Page 199 of 268 Page 200 of 268 Page 201 of 268 Date: 5/19/2025 Confirmation of Planning Commission Chair Proposed Action Staff recommends adoption of the following motion: Move to confirm the election of Christine Zimmer as Chair of the Planning Commission for 2025. Overview Chapter 2-1-4A.1 of the City Code requires City Council confirmation of the election of Christine Zimmer as Chair of the Planning Commission from April 2025 to April 2026. Ms. Zimmer was elected Chair of the Planning Commission on a unanimous vote at the May 8, 2025 Planning Commission meeting. Former Chair Jenna Majorowicz’s term ended in March 2025 and she did not apply for re-appointment. Ms. Zimnmer was appointed to the Planning Commission by the City Council in April 2020 and served as the Vice Chair since January 2023. The City Code allows a Planning Commission member to serve up to three consecutive years as the Chair. Supporting Information None Financial Impact: $0 Budgeted: No Source: Envision Lakeville Community Values: Good Value for Public Service Report Completed by: Kris Jenson, Planning Manager Page 202 of 268 Date: 5/19/2025 Extension of On-Sale Liquor License Babe's Sportsbar and Grill Pan-O-Prog Events Proposed Action Staff recommends adoption of the following motion: Move to approve the extension of Babe's Sportsbar and Grill's on-sale liquor license premise to include the fenced-in parking lot on July 10-12, 2025 subject to the stipulations provided in the staff report. Overview Babe's Sportsbar and Grill is requesting 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. Babe's owner, Tom Tomaro, will send a letter to the surrounding neighbors advising them of the scheduled events. The police department reviewed the request and has no objection to the extension of the licensed premise, provided Babe's abides by the site plan and the attached list of stipulations. Supporting Information 1. Letter of Request 2. 2025 List of Events 3. Site Plan 4. Babe's stipulations Financial Impact: $ Budgeted: No Source: Envision Lakeville Community Values: A Sense of Community and Belonging Report Completed by: Ann Orlofsky, City Clerk Page 203 of 268 Page 204 of 268 Page 205 of 268 Page 206 of 268 Stipulations-Babe’s ➢Double fencing shall be erected around the site per the submitted site plan. ➢Portable toilets listed and placed per the submitted site plan ➢Notification, via letter, shall be sent to surrounding neighbors expected to be impacted by the event advising them of the event schedule. ➢Controlled access to the event with Babe’s security personnel to identify and wrist band those of legal age to consume alcohol ➢Persons under 21 years of age may attend the event but are required to exit by 9:30 p.m. ➢All outdoor live music shall cease by midnight on Friday and Saturday. ➢All outside alcohol service shall cease at midnight on Thursday. ➢All alcohol service shall cease at midnight on Friday and Saturday. ➢Babe’s security shall assist the police department in clearing the establishment after midnight. ➢The closing time must be prominently displayed throughout so there is no confusion at the end of the evening when patrons are asked to leave. ➢For all events, Babe’s 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. ➢Babe’s shall submit a tent plan to the Fire Inspector and comply with fire code requirements. Page 207 of 268 Date: 5/19/2025 Accept Donation of Real Property Proposed Action Staff recommends adoption of the following motion: Move to approve a resolution accepting the donation of real property. Overview On February 3, 2020, the City Council approved the final plat of Bennett Bluffs, a subdivision of 24 single family home lots to be developed by CNC Development III, LLC. The final plat included three outlots, two that were deeded to the City at the time of final plat because they contained wetlands and stormwater ponding while the third outlot was retained by the Developer. Earlier this year, a representative of CNC Development III, LLC contacted Community Development staff and expressed a desire to donate Outlot C, Bennett Bluffs, to the City. The parcel is 1.3 acres and is surrounded on three sides by city-owned wetlands and stormwater ponds. CNC Development III, LLC has since provided a signed Warranty Deed to convey Outlot C to the City. Supporting Information 1. Resolution Accepting Donation of Real Property 2. Location Map Financial Impact: $0 Budgeted: No Source: Envision Lakeville Community Values: Access to a Multitude of Natural Amenities and Recreational Opportunities Report Completed by: Kris Jenson, Planning Manager Page 208 of 268 235772v1 CITY OF LAKEVILLE DAKOTA COUNTY, MINNESOTA RESOLUTION NO. 25-____ RESOLUTION ACCEPTING DONATION OF REAL PROPERTY WHEREAS, CNC Development III, LLC (“Owner”) is the fee owner of certain real property located within the City of Lakeville (“City”), legally described as Outlot C, Bennett Bluffs, Dakota County, Minnesota, according to the recorded plat thereof (“Property”); and WHEREAS, Owner desires to donate the Property to the City; and WHEREAS, the City is generally empowered to accept donations of real and personal property pursuant to Minnesota Statutes, Section 465.03 et. seq. for the benefit of its citizens; and WHEREAS, the City desires to accept the donation of the Property for the benefit of the citizens of the City for the purposes of managing natural resources; and WHEREAS, Minnesota Statutes, Section 465.03 requires that all gifts and donations of real property or personal property be accepted by a resolution of the City Council adopted by a two-thirds majority of its members. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Lakeville, Minnesota: 1. The City Council hereby accepts the donation of the Property by Owner(s), provided that the Owner executes a Warranty Deed transferring its ownership interest in the Property to the City, has paid the first half real estate taxes together with any penalties due in 2025 and executes all documents necessary for recording the Warranty Deed. The City will be responsible for second half taxes for the Property, provided the Warranty Deed is recorded prior to July 1, 2025. 2. The City will record the Warranty deed provided by Owner(s) at the sole expense of the City. The Mayor and City Clerk are authorized to execute any documents and to take all appropriate measures necessary to effectuate the transfer of ownership of the Property. The City Clerk is specifically designated as the person who can sign IRS From 8283. ADOPTED and by the Lakeville City Council this _____ day of ______, 2025. Page 209 of 268 235772v1 CITY OF LAKEVILLE By: ________________________________ Luke M. Hellier, Mayor ATTEST: ______________________________ Ann Orlofsky, City Clerk Page 210 of 268 Dakota County, Maxar, Microsoft City of Lakeville Donation of Real Property Site Location MapCEDAR AVENUE (CSAH 23)202ND ST (CSAH 50) Donation Parcel 205TH ST± Page 211 of 268 Date: 5/19/2025 Brookshire 4th Addition Final Plat Proposed Action Staff recommends adoption of the following motion: Move to adopt a resolution approving the Brookshire 4th Addition final plat. Overview Forestar (USA) Real Estate Group, Inc. is requesting approval of the Brookshire 4th Addition final plat of 80 single family lots and 74 attached townhome lots on 75.6 acres located south of 173rd Street and west of future Diamond Path (future CSAH 33). This is the fourth phase of the preliminary plat of 555 single family lots and 181 attached townhome lots that was approved by the City Council on May 2, 2022. The Brookshire final plat of 94 single family lots was approved by the City Council on July 5, 2022, the Brookshire 2nd Addition final plat of 104 single family lots was approved by the City Council on June 5, 2023, and the Brookshire 3rd Addition final plat of 58 single family lots and 36 attached townhome lots was approved by the City Council on June 17, 2024. A stipulation of the development contract is that the Developer enter into an agreement regarding a private irrigation system that re-uses stormwater. These systems have become more common and Environmental Resources and Engineering staff are working with the City Attorney’s office to draft a standard agreement, much like the stormwater maintenance agreement that is required whenever a stormwater system is privately maintained. The language of the irrigation agreement is still being finalized, and the Developer has requested to delay consideration of the development contract until both documents can be brought forward for approval. Staff requests approval of the final plat in the interim, with the approval being subject to City Council approval of the development contract and irrigation agreement prior to recording. Supporting Information 1. Final Plat Resolution 2. April 22, 2025 Planning and Engineering reports Financial Impact: $0 Budgeted: No Source: Envision Lakeville Community Values: A Home for All Ages and Stages of Life Page 212 of 268 Report Completed by: Kris Jenson, Planning Manager Page 213 of 268 (Reserved for Dakota County Recording Information) CITY OF LAKEVILLE DAKOTA COUNTY, MINNESOTA RESOLUTION NO. 25-______ RESOLUTION APPROVING THE FINAL PLAT OF BROOKSHIRE 4TH ADDITION WHEREAS, the owner of the property described as BROOKSHIRE 4TH 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 BROOKSHIRE 4TH ADDITION final plat is approved subject City Council approval of the development contract, irrigation agreement, and security requirements. 2. The Mayor and City Clerk are hereby authorized to sign the final plat mylars. 3. The City Clerk is directed to file a certified copy of this resolution with the Dakota County Recorder. ADOPTED by the Lakeville City Council this 19th day of May 2025. CITY OF LAKEVILLE Luke M. Hellier, Mayor Page 214 of 268 2 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 19th day of May 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 215 of 268 1 City of Lakeville Community Development Dept Memorandum To: Tina Goodroad, Community Development Director From: Kris Jenson, Planning Manager Date: April 22, 2025 Subject: Brookshire 4th Addition Final Plat Application Action Deadline: May 24, 2025 INTRODUCTION Forestar (USA) Real Estate Group, Inc. has submitted an application and plans for the final plat of Brookshire 4th Addition, which includes 80 single family lots and 74 attached townhome lots on 75.6 acres located south of 173rd Street and west of future Diamond Path (future CSAH 33). This is the fourth phase of the preliminary plat of 555 single family lots and 181 attached townhome lots that was approved by the City Council on May 2, 2022. The Brookshire final plat of 94 single family lots was approved by the City Council on July 5, 2022, the Brookshire 2nd Addition final plat of 104 single family lots was approved by the City Council on June 5, 2023, and the Brookshire 3rd Addition final plat of 58 single family lots and 36 attached townhome lots was approved by the City Council on June 17, 2024. The lot, block and street design of the Brookshire 4th 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 Photo Map B. Approved Preliminary Plat C. Final Plat PLANNING A NALYSIS Existing Conditions. The Brookshire 4th Addition final plat area consists of two parcels, Outlots F and G, Brookshire 3rd Addition. The parcels were previously used for agricultural purposes. Page 216 of 268 2 Zoning. The parcels to be platted are zoned RST-2, Single and Two-Family Residential District, for which single family homes are a permitted use and RM-1, Medium Density Residential District, for which attached townhomes are a permitted use. 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 80 lots within the RST-2 District area of the final plat meet the minimum square footage required. Lot Width/Depth. 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/depth requirements. Single Family Setbacks. Setback requirements for single-family lots in the RST-2 District are outlined below: Front Side (Interior) Side (Corner) Rear Rear (Buffer) 20 feet house 25 feet garage 7 feet 20 feet 30 feet 50 feet The proposed building pads meet the minimum setback requirements for interior and corner lots. Attached Townhome Setbacks. Setback requirements for attached townhome lots in the RM-1 District are outlined below: Base Lot Between Detached Units Front Yard (to ROW) 30 feet 14 feet 20 feet (front) 25 feet (garage) Development Density. The Brookshire 4th Addition final plat consists of 80 single family lots and 74 attached townhome lots 75.6 acres, for a gross density of 2.04 units per acre. Removing the future county road and major collector road right of way and the outlot to be retained by the Developer for future development leaves 37.97 acres to be developed, resulting in a net density of 4.06 units per acre. Homeowner’s Association (HOA). Prior to the issuance of building permits for the attached townhome units, the Developer must submit HOA documents for review and approval by the City Attorney. The approved HOA documents must then be recorded prior to the issuance of building permits for attached townhome units. Outlots. There is one outlet proposed with the Brookshire 4th Addition final plat. Outlot A is 31.18 acres in area and will be retained by the property owner for future development. Page 217 of 268 3 Access. Construction access to Brookshire 4th Addition will be determined during final plan review. Construction access to the site from Eagleview Drive and 173rd Street west of the Brookshire subdivision is prohibited. Streets & Right-of-Way. Brookshire 4th Addition is adjacent to or will include the construction of the following streets: 175th Street (future CSAH 9) is a future minor arterial county highway that bisects the plat and will be extended to the east and connect to the future Diamond Path (CSAH 33). The Brookshire 4th Addition final plat is dedicating the full 120-foot right-of-way for the portion of the roadway within the plat boundary (1.53 acres). Construction of the two-lane divided roadway will occur with the development of Brookshire 4th Addition. The City and County are partnering for the design and construction of 175th Street Drive. See the April 22, 2025 Engineering report for more information. Diamond Path (future CSAH 33) is a future major collector roadway that runs along the east border of the plat. The current Dakota County Plat Needs Map indicates a right of way requirement of 80 feet, which is dedicated with the Brookshire 4th Addition final plat (4.92 acres). Diamond Path will be under the jurisdiction of Dakota County from 170th Street to the intersection with 175th Street (future CSAH 9) and under the City’s jurisdiction south of 175th Street. Construction of the roadway is not identified in the City’s or the County’s current Capital Improvement Plan. The Developer shall install “Future County Roadway/Future City Roadway” signs along the east plat boundary until Diamond Path is constructed. Driveway access to Diamond Path from Lots 7 – 12 and 24, Block 5 is prohibited. Draft Horse Boulevard is along the west side of the plat and will be a local, 32-foot-wide residential street within a 60-foot-wide right of way with a sidewalk on one side of the street. The right of way for Draft Horse Boulevard was platted with the Brookshire 3rd Addition final plat. 174th Street will be a local, 32-foot-wide residential street within a 60-foot-wide right of way that extends east from Draft Horse Boulevard and ends at Dimension Avenue. There will be a sidewalk along one side of the street. 178th Street will be a local, 32-foot-wide residential street within a 60-foot-wide right of way that extends east from the intersection of Draft Horse Boulevard and Eagleview Drive. There will be a sidewalk along one side of the street. The Developer must construct a temporary turnaround at the east end of the street, place barricades and a ‘Future Street Extension” sign, as well as provide the City with a temporary easement for the turnaround and a $2,500 cash escrow for the future removal of the turnaround. Dimension Avenue will be a local, 32-foot-wide residential street within a 60-foot-wide right of way that extends south from 173rd Street before looping north and ending at 174th Street. There will be a sidewalk along one side of the street. Page 218 of 268 4 Dixon Circle will be a local, 32-foot-wide looped residential street within a 60-foot-wide right of way that begins and ends at Draft Horse Boulevard. There will be a sidewalk along one side of the street. Diplomat Loop will be a 24-foot-wide private drive that intersects Draft Horse Boulevard on both ends of the street and provides access to the attached townhomes. Forty-one guest parking spaces are provided in six locations along the private drive. Diplomat Way must be posted as no parking zones on both sides of the driveway. Trails. Trails will be constructed along both sides of future CSAH 9 at the time of construction. See the April 22, 2025 Engineering report for more information. Landscaping. Buffer yard landscaping will be planted along the west sides of future Diamond Path and both the north and south sides of 175th Street. Both overstory and evergreen trees are proposed to create a minimum 10-foot-tall visual buffer. The following lots must each have a $1,000 escrow submitted for buffer yard sodding to the rear/side property line: • Lots 1-17, Block 3 • Lots 7-12 and 24, Block 5 In addition, trees are proposed within the common area lots around the attached townhomes. An escrow of $451,343.50 must be submitted with the final plat for the landscaping on site. Park Dedication. A cash contribution of $760,192.00 is required with the final plat to satisfy the Park Dedication requirement for Brookshire 4th Addition. Please see the March 25, 2025 engineering report for more details. Tree Preservation. No additional tree removal is required with the Brookshire 4th Addition final plat. Wetlands. A wetland delineation was completed and approved in conjunction with the preliminary plat and there are no impacts to wetlands within the Brookshire 4th Addition. 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 March 25, 2025 engineering report. RECOMMENDATION The Brookshire 4th 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 Brookshire 4th Addition final plat subject to the following conditions: 1. The recommendations listed in the April 22, 2025 engineering report. Page 219 of 268 5 2. The developer shall pay $760,192.00 in park dedication fees with the final plat. 3. An escrow of $451,343.50 must be submitted with the final plat for site and buffer yard landscaping. 4. The following lots are required to submit a $1,000 escrow with the building permit for the installation of sod in the side or rear yard to the property line: • Lots 1-17, Block 3 • Lots 7-12 and 24, Block 5 5. Five-foot-wide concrete sidewalks shall be constructed along one side of all public streets, at the developer’s expense, as shown on the approved final plat plans. 6. The Developer must construct a temporary turnaround at the east end of the street, place barricades and a ‘Future Street Extension” sign, as well as provide the City with a temporary easement for the turnaround and a $2,500 cash escrow for the future removal of the turnaround. 7. The Developer shall install “Future County Roadway” signs along the east boundary of Block 3 and “Future City Roadway” signs along the east boundary of blocks 4 and 5 until Diamond Path is constructed. 8. Driveway access to Diamond Path from Lots 7 – 12 and 24, Block 5 is prohibited. 9. Prior to the issuance of building permits for the attached townhome units, the developer must submit the homeowner’s association documents for review and approval by the City Attorney and then record the HOA documents with Dakota County. Page 220 of 268 Dakota County, Maxar, Microsoft City of Farmington City of EmpireEAGLEVIEW DR173RD ST Brookshire 4th Add. final plat parcels City of Lakeville Brookshire 4th Add Final Plat Location Map EXHIBIT ADRAFT HORSE BLVD171ST ST 1 7 2 N D S T DURHAM DR179TH ST (F UT U RE CS A H 9) Page 221 of 268 STREET 2 STREET 3 STREET 19 STREET 9 STREET 17 STREET 8 7 8 6 15 STREET 25 9 151314121110987654321 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18192021222324252627282930 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21222324252627282930313233343536 37 38 39 40 1 2 3 4 5 6 7 8 9 10 11 12 13 14 1 2 3 4 5 678 9 10 11 12 13 14151617 18 19 20 21 22 23 24 25 26 2827 29 1 2 3 4 5 6 7 8 910 11 12 13 1 2 3 4 5 6 9 1110 12 13 1 2 3 4 5 8 7 91011 12 13 14 15 16 17 18 1 2 3 4 5 6 7 8 9 10 11 12 13 14 16 18 171920 21 22 24 23 26 25 2 1 3 5 4 6 7 8 9 10 11 12 13 1 2 3 4 5 6 7 8 9 10 11 12131415161718 1 19 2 3 4 5 6 7 8 9 10 11 12 131415161718 19 20 21 22 23 24 2526 27 28 29 30 31 32 33 34 1 2 3 4 5 6 7 8910 11 12 13 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 25 24 26 27 28 29 30 32 31 33 1 2 3 4 5 6 7 8 9 10111213 14 15 16 17 18 19 1 2 3 4 5 6 8 7910 11 12 13 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 1920212223242526272829 1 2 3 4 5 6 7 8 9 10 1112 13 14 1 2 3 45 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1817 19 20 21 22 23242526 28 27 29 30 31 32 33 34 1 2 3 4 5 6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 2728 29 30 31 32 33 34 35 36 1920 18 17 15 16 14 13 12 10 11 9 8 7 6 5 4 3 2 112345 6 7 8 12 10 11 16 13 14 15 17 20 18 19 22 21 23 26 24 25 27 28 4123 5 76 118910 12 13 14 17 15 16 20 18 19 21 24 2223 25 27 26 28 3029 32 31 3334383536374639404142434445 7374 72 7071 6869 62 6766 65 64 63 6061 59 58525756555453514950 1 4847 11 23456 7 8910 151213 14 1716 18 19 27 2021222324 25 26 29 31 28 35 30 33 323436 123 54 6 7 89 1110 141312 15 16171819 20 2221 25 2324 26 29 2728 31 30 3332 34 35 39363738 45 404142 4344 49 46 4748 5150 5352 5554 56 57 1 32 45 678910 1COMMON LOT 62 1 44 6 6 7 7 8 9 9 9 10 1010 11 11 12 12 12 13 13 14 14 15 15 16 16 16 17 17 18 19 20 20 20 21 21 2122 2 3 5 23 23 24 26 26 28 27 29 29 30 31 31COMMON LOT 11COMMON LOT 75 OUTLOT A OUTLOT B OUTLOT C OUTLOT D OUTLOT E OUTLOT G OUTLOT F OUTLOT H 1 2 3 4 5 6 7 8 9 11 10 12 1314151617 18 19 20 21 22 23 24 1 2 3 4 5 6789 25 OUTLOT I OUTLOT J 61,252 SF WETLAND IMPACT 170TH STREET WEST 170TH STREET WEST 58596061 OUTLOT L 1 32 34 26 26 34 34 26 26 34 1 2 3 4 2,550 SF 2,550 SF1,950 SF 1,950 SF STREET 4.8 21.2 21.2 4.8 4.8 21.2 21.2 4.8 15.0 11.011.0 15.015.0 11.011.0 15.0 623 PROJECT NUMBER: 0029340.00 LAKEVILLE, MINNESOTA 03/24/2022 . . .BROOKSHIRE OVERALL PRELIMINARY PLAT20860 KENBRIDGE COURT, SUITE 100LAKEVILLE, MINNESOTA 55044 02/17/22 DR HORTON, INC. - MINNESOTA 03/24/2022 26971 CORY MEYER NOT FOR CONSTRUCTION SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 (888) 937-5150 DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWSOF THE STATE OF MINNESOTA Common Ground Alliance Call 48 Hours before digging: 811 or call811.com ########### ### OR ### 03/24/2022 . . . . REVISED PER CITY COMMENTS . . . . EXISTING ZONING: RS-3PROPOSED ZONING: RM-1 (BLOCKS 1, 5, 21, 22) GROSS SITE AREA: 298.93 AC / 13,021,391 SF MAJOR R.O.W. (170TH ST., STREET 17 & FUTURE DIAMON PATH): 20.34 AC / 886,010 SF EXISTING WETLANDS: 23.35 AC / 1,017,126 SF FLOOD PLAIN (NOT WET): 6.24 AC / 271,814 SFNET SITE AREA: 249.00 AC / 10,846,440 PARK DEDICATION: 2.10 AC / 91,476 SF DEVELOPMENT SUMMARY MULTI-FAMILY TOWNHOMES:181 HOMES 55' SELECT / EXPRESS SELECT (B2,3,4,6,11(L1-10,13,14),27,28,29(L20-36)): 170 LOTS (30.6%) 70' RAISED RANCH / HORTON SINGLE FAMILY:385 LOTS (69.4%) TOTAL HOMES: 736 HOMES PROJECT OPEN SPACE: 70.86 AC / 3,086,661 SFSEE OUTLOT TABLE BELOW PROJECT DENSITY: MINIMUM LOT AREA SITE DEVELOPMENT DATA SINGLE FAMILY LOT STANDARDS 1. ALL LOT DIMENSIONS ARE ROUNDED TO THE NEAREST FOOT. 2. ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. 3. STREET NAMES ARE SUBJECT TO APPROVAL BY THE CITY. 4. DRAINAGE AND UTILITY EASEMENTS SHALL BE PROVIDED AS REQUIRED. 5. STREET WIDTHS ARE SHOWN FROM BACK OF CURB TO BACK OF CURB. DEVELOPMENT NOTES PROPERTY LINE SETBACK LINE EASEMENT LINE CURB AND GUTTER LOT LINE POND NORMAL WATER LEVEL RETAINING WALL EXISTING PROPOSED TIP-OUT CURB AND GUTTER SITE LEGEND AVERAGE LOT AREA* MINIMUM LOT WIDTH MIN. CORNER LOT WIDTH SETBACKS FRONT SIDE INTERIOR LOT SIDE CORNER LOT REAR STANDARD 70' SINGLEFAMILY 55' SINGLEFAMILY 8,400 SF 11,731 SF 7,500 SF 8,787 SF 55' @ FRONT SBK 70' @ FRONT SBK 70' @ FRONT SBK 85' @ FRONT SBK 20' / 25' GARAGE 7'/7'; 14' TOTAL 20' 30' OUTLOT TABLE OUTLOT A GROSSAREA (AC)USE OWNERSHIP PONDING / OPEN SPACE CITY 2.20 AC B 2.90 AC C 4.04 AC D 1.88 AC E 6.34 AC PROPERTY DESCRIPTION 0'300'600'900' 1" = 300' SEE EXISTING CONDITIONS SHEET FOR PROPERTY DESCRIPTION MINIMUM LOT DEPTH 130'125' 7'/7'; 14' TOTAL 20' 30' MULTI-FAMILY LOT STANDARDS SETBACKS FRONT TO R/W FRONT TO PRIVATE DRIVE SIDE TO R/W REAR STANDARD 25' TO GARAGE 30' TO GARAGE 25' 30' BETWEEN BUILDINGS 20' DENSITY 5,000 SF PER UNIT MIN. F 4.76 AC G 9.14 AC H 37.88 AC I 0.43 AC J 0.78 AC TYPICAL 70' SINGLE FAMILY LOT DETAIL 5' 7' 5' 70' 70' 21 DRAINAGE & UTILITY EASEMENT TYPICAL LOTDIMENSION FRONT BUILDINGSETBACK BUILDING SETBACK LINE LOT NUMBER REAR BUILDINGSETBACK LOT LINEDRAINAGE &UTILITYEASEMENT ROADRIGHT-OF-WAY X,XXX SF LOT AREA TYPICAL 55' SINGLE FAMILY LOT DETAIL 5' 7' 5' 55' 55' 21 DRAINAGE & UTILITY EASEMENT TYPICAL LOTDIMENSION FRONT BUILDINGSETBACK BUILDING SETBACK LINE LOT NUMBER REAR BUILDINGSETBACK LOT LINEDRAINAGE &UTILITYEASEMENT ROADRIGHT-OF-WAY X,XXX SF LOT AREA TYPICAL TOWNHOME DETAIL GARAGE GARAGE GARAGE GARAGE DWY DWY DWY DWY 88 PARKING PROVISIONS: REQUIRED GUEST PARKING: 0.5 STALL PER UNIT X 177 UNITS = 90.5 STALLS PROVIDED GUEST PARKING: 96 STALLS CITY CITY CITY CITY CITY CITY HOA HOA HOA PONDING / OPEN SPACE PONDING / OPEN SPACE PONDING / OPEN SPACE PONDING / OPEN SPACE PONDING PONDING / OPEN SPACE / PARK PONDING PARK OPEN SPACE MAX. BLDG COVERAGE 45%40% 20' / 25' GARAGE RST-2 (REMAINDER) SINGLE FAMILY HOMES:555 HOMES 5,303 SF/UNIT PROVIDED (OUTLOTS H TRAIL CORRIDOR, 20' AVG. WIDTH AS CALC.) *OVERALL AVERAGE LOT AREA: 10,789 SF K 0.08 ACHOAMONUMENT SIGN L 0.43 ACHOAOPEN SPACE PROPOSED WETLAND IMPACT:61,252 SF (1.406 AC) PROPOSED WETLAND IMPACT (VIA OFFSITE CREDIT PURCHASE):122,504 SF (2.812 AC) GROSSAREA (SF) 95,607 SF 126,208 SF 175,913 SF 81,783 SF 276,376 SF 207,396 SF 397,950 SF 1,650,141 SF 18,574 SF 34,098 SF 3,659 SF 18,801 SF EXHIBIT B Page 222 of 268 DIXON CIRCLE 174TH STREET 178TH STREET123456789 12345678910111213141516171819202122232425123456789101112131234567891011121314151617181920212223242526272829303132333435363738394041424344454674737271706968676665646362616059585756555453525150494847175123456789111012131415161718192021222324123456789DIMENSION AVENUEDIMENSION AVENUEDIAMOND PATH (FUTURE COUNTY ROAD NO. 33)∆∆∆∆∆∆∆∆∆∆∆75DIXON CIRCLE2 334556OUTLOT A175TH STREET(FUTURE COUNTY ROAD)N89°26'05"E 435.35 S00°33'55"E 1115.97S00°33'55"E 2623.67N89°50'45"W 1323.18N00°20'29"W 810.29N89°26'05"E 279.53 S00°33'55"E 242.92S18°56'26"E 239.95N09°23'44"W188.44S24°50'25"E 270.62N83°36'27"E 339.23N00°33'55"W134.47S89°39'31"W 91.57S45°14'34"W109.48S05°39'33"E91.11S06°40'05"W118.15CL=230 . 3 9 CB=S78 ° 0 0 ' 4 0 " E ∆=025° 0 6 ' 2 3 " R=530. 0 0 L=232.2 4 S00°36'38"E60.00∆=18°22'31"R=880.00L=282.22∆=27°27'52"R=470.00L=225.29∆=17°55'10"R=830.00L=259.59∆=3°25'06"L=175.41R=2940.00CB=S82°46'06"WCL=175.38S05°31'21"E120.00S14°27'46"E87.87S12°16'54"E74.96N15°21'45"W136.31S02°09'21"E72.56N10°40'48"W83.72S09°58'53"E60.00S14°03'34"E122.61N74°37'34"E86.03N80°38'12"E54.68∆=2°41'21"L=41.30R=880.00CB=S78°40'27"WCL=41.30∆=0°41'55"L=10.00R=820.00CL=10.00CB=S79°40'10"W60.001502.921060.75S89°59'35"E 268.02CL=283.61R=2940.00L=283.72N89°59'35"W80.00N89°26'05"E 638.64 East 1/4 Corner of Section 12, Twp. 114, Rge. 20Fd. Dakota County Cast Iron MonumentSE Corner of the East Half ofSection 12, Twp. 114, Rge. 20Fd. Dakota CountyCast Iron Monumentsouth line of Outlot G,BROOKSHIRE 3RD ADDITIONsouth line of Outlot F,BROOKSHIRE 3RD ADDITION35 ft Sanitary Sewer Easementper Doc No. 533616Drainage & Utility Easement2510N30°58 '58 "W 388 .29N01°01'16"E198.29262.13N07°11'49"E144.00N29°39'02"E127.54N24°59'43"E39.156.95N17°55'27"E30 30 ∆= 3 ° 0 7 ' 4 3 " L=2 8 . 9 4 ∆=2°20'06"L=12.23R=300.00CL=12.22CB=S6°35'03"WS07°45'06"W34.30∆=8°19'01" L=76.93 ∆=4°33'57"L=47.81R=600.00CL=47.80CB=S3°32'59"E30.00 80806060120 60 60 60WET LANDWET LANDFd. 1/2 Inch Rebar;LS #53596Fd. 1/2 Inch Rebar;LS #53596Drainage & Utility Easementper Doc No. 3649780S14°57'20"W284.21S48°24'42"W14.64CB=S87°14'32"W∆=5°31'45"DIAMOND PATH60430.38332.371125.270150300450 Sheet 2 of X SheetsBROOKSHIRE 4TH ADDITIONSET 1/2" BY 14" REBAR WITH CAP #53596FOUND MONUMENT WITH CAP #43055OR AS NOTED ON SURVEYTHE SOUTH LINE OF OUTLOT F, BROOKSHIRE 3RDADDITION, HAS AN ASSUMED BEARING OF N 89°50'45" WSCALE: 1 INCH = 150 FEETSCALE IN FEET(NOT TO SCALE)CITY OF LAKEVILLESECTION 12, TOWNSHIP 114, RANGE 20VICINITY MAPSITE12170TH STREET WPILOT KNOB ROADEAGLEVIEW DRIVE179TH STREET WDIAMOND PATH (FUTURE COUNTY ROAD NO. 33) DRAFTHORSE BLVD ∆DENOTES RESTRICTED ACCESS TO DAKOTA COUNTY PERTHE DAKOTA COUNTY CONTIGUOUS PLAT ORDINANCEINSET A(SEE SHEET 3 OF 4 SHEETS)INSET B(SEE SHEET 4 OF 4 SHEETS)173RD ST WPage 223 of 268 174TH STREET12345 678912345678910111213141516171819202122232425123456789101112131DIMENSION AVENUEDIMENSION AVENUEDIAMOND PATH (FUTURE COUNTY ROAD NO. 33)∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆ ∆∆∆∆∆∆ ∆∆∆∆∆ ∆∆∆∆∆233S00°33'55"E 1115.97N89°26'05"E 435.35N00°33'55"W 134.47N83°36'27"E 339.23S14°03'34"E 122.61S24°50'25"E 270 .62S14°27'46"E87.87S12°16'54"E74.96N15°21'45"W 136.31S02°09'21"E72.56N10°40'48"W83.72N80°38'12"E54.68N74°37'34"E86.03S05°31'21"E120.00S00°33'55"E60.00S09°58'53"E60.00∆=2°41'21"L=41.30R=880.00CL=41.30CB=S78°40'27"W∆=0°41'55"L=10.00R=820.00CB=S79°40'10"WCL=10.00S00°33'55"E 138.22∆=8°16'43"R=1000.00L=144.49∆=13°04'21"R=1000.00L=228.16S05°21'34"E 272.44∆=95°21'58"R=75.00L=124.83S89°59'35"E 173.54 ∆ = 7 7 ° 4 2 ' 4 1 " R = 7 5 . 0 0 L = 1 0 1 . 7 2S12°16'54"E 290.55∆=5°53'22"R=850.00L=87.37N06°23'33"W 108.53N83°36'27"E 283.23∆=12°32'54"R=850.00L=186.16 S83°50'38"E26.85∆=3°35'20"R=850.00L=53.2430.00 30.0030.0030.00∆=11°30'55"L=200.98∆=1°33'26"L=27.1830 30 30 30 3030303030303030N89°59'35"W 80.00 S89°59'35"E 347.42∆=5°31'45"L=289.51R=3000.00CB=S87°14'32"WCL=289.4060.0060.00175TH STREET 80 80∆=1°34'00"L=24.0650.2675.0075.0075.007.97∆=4°09'52"L=63.96∆=8°12'25"L=126.05 ∆=6°31'07"L=110.36∆=1°38'29"L=27.79 48.2290.00130.3590.00104.6144.4731.5690.9675.0075.0075.0023.27S07°57'33"E 130.04S06°23'33"E 132.50S06°23'33"E 132.50S06°23'33"E 132.50S06°23'33"E 132.50N01°39'52"E 136.17N89°26'05"E 131.18N89°26'05"E 130.35∆=4°42'41"L=72.3684.7559.35∆=0°44'39"L=10.65∆=5°30'25"L=78.81∆=6°06'27"L=87.41 ∆=7°24'36"L=133.21∆=2°26'10"L=43.7928.1472.0172.01100.27∆=95°21'58"L=74.9050.9572.6549.93 ∆ = 7 7 ° 4 2 ' 4 1 " L = 6 1 . 0 3101.2272.3872.3844.56∆=1 ° 5 6 ' 2 7 " L= 2 7 . 7 8∆=3°56'55"L=56.5178.53N06°23'33"W 135.00N06°23'33"W 134.93S00°25'27"W 137.54S89°59'35"E 144.23 S89°59'35"E 143.30 S89°59'35"E 143.30 S89°59'35"E 143.30 S00°00'25"W 149.04S00°00'25"W 147.27N83°36'27"E 132.00N83°36'27"E 140.73N83°36'27"E 149.45N83°36'27"E 157.7082.8070.004.9057.77 86.46 72.0172.0172.0186.3856.92 15.83116.17S05°21'34"E 216.0485.7052.52∆=1°00'42"L=18.18∆=3°56'20"L=70.81∆=3°19'41"L=59.83∆=0°40'22"L=11.39∆=4°11'47"L=71.04∆=4°10'41"L=70.73∆=4°01'31"L=68.152.6670.9574.2674.2650.31∆=9°59'49"L=18.32∆=30°19'29"L=55.57∆=30°19'29"L=55.57∆=24°43'10"L=45.3013.4771.5071.5017.07 ∆=23°27' 1 9 " L=42.98 ∆ = 3 0 ° 4 5 ' 2 1 " L = 5 6 . 3 6∆=23°30'01"L=43.0717.0971.0073.5073.5055.46∆=0°59'02"L=15.11∆=4°29'46"L=69.06∆=0°24'34"L=6.29 78.5379.137.8973.1255.3118.2756.6916.8271.05112.08158.54∆=2°35'44"L=138.62∆=1°20'23"L=71.56∆=1°20'20" L=71.51 ∆=0°15'18"L=13.62121.85 144.97 78.93164.6682.9874.0074.0070.7070.7070.7070.7070.7070.7070.7085.70165.00 80.00N89°26'05"E 165.00N89°26'05"E 165.16N89°26'05"E 168.84N89°26'05"E 177.31N89°26'05"E 184.12N89°26'05"E 185.75 N89°26'05"E 182.22 N89°26'05"E 176.30 N89°26'05"E 163.88 N85°21'44"W 160.40 N 5 5 ° 0 2 ' 1 5 " W 2 1 9 . 7 7 N24°42'46"W 186 .73N00°00'25"E 160.03N00°00'25"E 161.18N00°00'25"E 164.01N23°27'44"E 199.39N54°13'05"E 126.49N77°43'06"E 131.66N77°43'06"E 134.36N77°43'06"E 135.00N77°43'06"E 137.97N78°42'07"E 142.05N83°11'53"E 134.20S89°59'35"E 268.02 ∆=5°31'45"R=2940.00L=283.7255 40555555 55 55 45 451010101038.0343.9949.95 50 49 . 4 9150.03S11°53'25"W 64.39S78°58'00"W 103.53S78°58'00"W 75.44S89°58'20"W 50.16 26.91 13 13 13 10 10 62.7558.30123.31121.68124.18151510101010101515 1015151515221010 10 10 Drainage and Utility EasementDrainage &Utility EasementDrainage &Utility EasementDrainage &UtilityEasementDrainage &UtilityEasementDrainage & UtilityEasementDrainage &UtilityEasementDrainage &UtilityEasementDrainage &UtilityEasementDrainage &UtilityEasementFd. 1/2 Inch Rebar;LS #53596East 1/4 Cor of Section 12,Twp. 114, Rge. 20Fd. Dakota County Cast Iron Monument6060Drainage &UtilityEasement32.3521.70101010N89°26'05"E 170.09 13 13 13 10 125.12∆=4°17'16"L=61.36CL=53.23CB=S81°48'47"W050100150Sheet 3 of X SheetsBROOKSHIRE 4TH ADDITIONSET 1/2" BY 14" REBAR WITH CAP #53596FOUND MONUMENT WITH CAP #43055OR AS NOTED ON SURVEYTHE SOUTH LINE OF OUTLOT F, BROOKSHIRE 3RDADDITION, HAS AN ASSUMED BEARING OF N 89°50'45" WSCALE: 1 INCH = 50 FEETSCALE IN FEET∆DENOTES RESTRICTED ACCESS TO DAKOTA COUNTY PERTHE DAKOTA COUNTY CONTIGUOUS PLAT ORDINANCEBEING 5 FEET IN WIDTH, UNLESS OTHERWISE INDICATED,AND ADJOINING LOT LINES, AND 10 FEET IN WIDTH ANDADJOINING RIGHT-OF-WAY LINES AS SHOWN ON THE PLATDRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS:(NOT TO SCALE)10 10 55INSET A(FROM SHEET 2 OF 4 SHEETS)Page 224 of 268 DIXON CIRCLE 178TH STREET1234567891011121314 15161718192021222324252627282930313233343536373839404142434445467473727170696867666564636261605958575655545352515049484775123456789111012131415161718192021222324123456789DIAMOND PATH75DIXON CIRCLE4 556∆=3°25'06"L=175.41R=2940.00CB=S82°46'06"WCL=175.38N09°23'44"W 188.44∆=17°55'10"R=830.00L=259.59∆=27°27'52"R=470.00L=225.29S18°56'26"E 239 .95∆=18°22'31"R=880.00L=282.22S00°33'55"E 242.92S00°36'38"E60.00S00°33'55"E 1502.92∆=15°03'37"L=65.71R=250.00CB=S81°54'16"WN89°26'05"E 303.86 S00°33'55"E 175.00N89°26'05"E 295.23 ∆ = 9 0 ° 0 0 ' 0 0 " R = 7 5 . 0 0 L = 1 1 7 . 8 1 ∆=90°00'00"R=75.00L=117.8130.0430.06CL=65.52∆=1°57'33"L=30.09∆=1°57'18"L=30.03303030 30 303080 80 80 3030303030.0030.00N89°26'05"E 638.69 30.001472.92N89°59'35"W 80.00 S00°33'55"E 1443.72663.72S89°59'35"E 268.02∆=5°31'45"R=2940.00L=283.72N89°26'05"E 688.58∆=23°24'16"L=191.99S35°20'34"E60.56 S16°31'34"E 73.15S00°23'47"E 90.09S09°24'28"W 68.06S04°55'25"W58.27N88°33'35"W 33.08 N89°28'46"E 34.60 N53°57'16"E58.96N57°11'17"W62.20 N84°39'43"E62.50S03°17'38"E 68.34S04°18'16"E52.44S6 2 ° 4 6 ' 0 8 " E 1 5 9 . 2 0S74°41'32"W 68.36N86°03'39"E24.61N89°26'05"E4.81S00°33'55"E 75.00S00°33'55"E 75.00N00°33'55"W 75.00S00°33'55"E 75.00N00°33'55"W 75.00N00°33'55"W 75.00S89°26'05"W 146.00N89°26'05"E 146.0034.00 26.00 26.00 26.00 34.0034.0026.0026.0026.0034.00 34.00 26.00 26.00 34.0034.0026.0026.0034.00N00°33'55"W 75.00N00°33'55"W 75.00S00°33'55"E 75.00N00°33'55"W 75.00S00°33'55"E 75.00N89°26'05"E 120.00S89°26'05"W 120.00 34.00 26.00 26.00 26.00 34.0034.0026.0026.0026.0034.00 N00°33'55"W 75.00N00°33'55"W 75.00S00°33'55"E 75.00N00°33'55"W 75.00S00°33'55"E 75.00S00°33'55"E 75.00S89°26'05"W 146.00N89°26'05"E 146.00 S50°14'54"E 172.00 N50°14'54"W 172.00S39°45'06"W 75.00S39°45'06"W 75.00S39°45'06"W 75.00S39°45'06"W 75.00N39°45'06"E 75.00S39°45'06"W 75.00N39°45'06"E 75.0034.00 26.00 26.00 26.00 26.00 34.00 34.0026.0026.0026.0026.0034.00 34.0026.0026.0026.0026.0034.0034.0026.0026.0026.0026.0034.00S89°26'05"W 75.00S89°26'05"W 75.00S89°26'05"W 75.00S89°26'05"W 75.00N89°26'05"E 75.00S89°26'05"W 75.00N89°26'05"E 75.00S00°33'55"E 172.00N00°33'55"W 172.00N38°06'55"E 146.00S38°06'55"W 146.00N51°53'05"W 75. 0 0 N51°5 3 ' 0 5 " W 7 5 . 0 0 S 5 1 ° 5 3 ' 0 5 " E 7 5 . 0 0 N 5 1 ° 5 3 ' 0 5 " W 7 5 . 0 0 S 5 1 ° 5 3 ' 0 5 " E 7 5 . 0 0 S 5 1 ° 5 3 ' 0 5 " E 7 5 . 0 0 34.0026.0026.0026.0034.0034.0026.0026.0026.0034.0034.0026.0026.0026.0034.00 34.00 26.00 26.00 26.00 34.00 N00°33'55"W 75.00N00°33'55"W 75.00S00°33'55"E 75.00N00°33'55"W 75.00S00°33'55"E 75.00S00°33'55"E 75.00S89°26'05"W 146.00 N89°26'05"E 146.00S00°33'55"E 75.00S00°33'55"E 75.00N00°33'55"W 75.00S00°33'55"E 75.00N00°33'55"W 75.00N00°33'55"W 75.00S89°26'05"W 146.00 N89°26'05"E 146.00 34.00 26.00 26.00 26.00 34.00 34.0026.0026.0026.0034.0034.0026.0026.0026.0034.00 34.00 26.00 26.00 26.00 34.00 N00°33'55"W 75.00N00°33'55"W 75.00S00°33'55"E 75.00N00°33'55"W 75.00S00°33'55"E 75.00S00°33'55"E 75.00S89°26'05"W 146.00 N89°26'05"E 146.00S00°33'55"E 75.00S00°33'55"E 75.00N00°33'55"W 75.00S00°33'55"E 75.00N00°33'55"W 75.00N00°33'55"W 75.00S89°26'05"W 146.00 N89°26'05"E 146.00 34.00 26.00 26.00 26.00 34.0034.0026.0026.0026.0034.0034.00 26.00 26.00 26.00 34.0034.0026.0026.0026.0034.00S00°33'55"E 75.00S00°33'55"E 75.00N00°33'55"W 75.00S00°33'55"E 75.00N00°33'55"W 75.00N00°33'55"W 75.00S89°26'05"W 146.00N89°26'05"E 146.00 S00°33'55"E 75.00N00°33'55"W 75.00S00°33'55"E 75.00N00°33'55"W 75.00N00°33'55"W 75.00N00°33'55"W 75.00N00°33'55"W 75.00S89°26'05"W 172.00N89°26'05"E 172.0034.00 26.00 26.00 26.00 26.00 34.0034.0026.0026.0026.0026.0034.0034.00 26.00 26.00 26.00 26.00 34.0034.0026.0026.0026.0026.0034.00S00°33'55"E 75.00S00°33'55"E 75.00S00°33'55"E 75.00S00°33'55"E 75.00N00°33'55"W 75.00S00°33'55"E 75.00N00°33'55"W 75.00S89°26'05"W 172.00N89°26'05"E 172.00 S00°33'55"E 172.00N00°33'55"W 172.00S89°26'05"W 75.00N89°26'05"E 75.00S89°26'05"W 75.00N89°26'05"E 75.00N89°26'05"E 75.00N89°26'05"E 75.00N89°26'05"E 75.0034.0026.0026.0026.0026.0034.0034.0026.0026.0026.0026.0034.00∆=4°03'37"L=33.31113.93∆=15°24'57"L=75.342.4673.00 73.00 73.00 73.00 9.40∆=27°02' 2 9 " L=49.56 ∆ = 3 0 ° 5 7 ' 2 5 " L = 5 6 . 7 3 ∆=30°57'25"L=56.73 ∆=1 ° 0 2 ' 4 1 " L= 1 . 9 172.6375.0027.37∆=19°20'27"L=35.44∆=31°47'24"L=58.26∆=32°09'12"L=58.92∆=6°42'57"L=12.3157.6973.0073.0090.28 ∆=1°26'16"L=22.08110.42132.5090.00 73.00 73.00 73.00 73.00 73.00 103.69 132.50144.49120.3875.0077.46160.7769.40145.05129.3573.0073.0073.0073.00122.18 S00°33'55"E 130.00S00°33'55"E 130.00S00°33'55"E 130.00S00°33'55"E 130.00S00°33'55"E 130.00S26°28'34"W 158.84S57°25'59"W 207.49S88°23'24"W 160.04S89°26'05"W 160.00 N71° 1 3 ' 2 8 " W 1 7 5 . 8 5 N3 9 ° 2 6 ' 0 4 "W 2 0 0 . 0 4N07°16'52"W 134.14S00°33'55"E 132.50S00°33'55"E 132.50S00°33'55"E 132.50S00°33'55"E 132.50S00°33'55"E 132.50S00°33'55"E 132.50S00°33'55"E 132.50S00°33'55"E 132.50S00°33'55"E 132.50S89°26'05"W 160.00 73.57163.4685.6673.0073.0090.00 103.6973.0073.0073.00 N89°26'05"E 558.69 87.30 80.27 80.27 49.69 ∆=90°00'00"L=70.6987.5087.50∆ = 9 0 ° 0 0 ' 0 0 " L = 7 0 . 6 9 39.0870.0070.0070.0054.78 ∆=14°36'27"L=56.0965.92∆=4°15'42"L=65.46∆=8°45'41"L=134.57N00°33'55"W 132.50N00°33'55"W 132.50N00°33'55"W 132.50N00°33'55"W 132.50S00°33'55"E 132.50S00°33'55"E 132.50S00°33'55"E 132.5071.17 70.00 70.00 70.00 84.08 110.02 80.27 80.27 94.69 Drainage & Utility Easementover all of Lot 75, Block 410101030 30 30 3010101010 101010101010101010101010N89°26'05"E 365.25 S89°26'05"W 90.02 N60°00'51"W30.54N00°33'55"W39.6447.9730.0028.66120.00Drainage & UtilityEasementDrainage & UtilityEasementDrainage &UtilityEasementDrainage &UtilityEasement29.5826.48Drainage &Utility EasementDrainage & UtilityEasement105.61122.50S89°26'05"W 38.41 S71°18'46"W54.29Drainage & UtilityEasementDrainage & UtilityEasementDrainage & UtilityEasementS89°26'05"W 5.00 N06°53'41"W 96.85050100150Sheet 4 of 4 SheetsBROOKSHIRE 4TH ADDITIONSET 1/2" BY 14" REBAR WITH CAP #53596FOUND MONUMENT WITH CAP #43055OR AS NOTED ON SURVEYTHE SOUTH LINE OF OUTLOT F, BROOKSHIRE 3RDADDITION, HAS AN ASSUMED BEARING OF N 89°50'45" WSCALE: 1 INCH = 50 FEETSCALE IN FEETBEING 5 FEET IN WIDTH, UNLESS OTHERWISE INDICATED,AND ADJOINING LOT LINES, AND 10 FEET IN WIDTH ANDADJOINING RIGHT-OF-WAY LINES AS SHOWN ON THE PLATDRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS:(NOT TO SCALE)10 10 55INSET B(FROM SHEET 2 OF 4 SHEETS)Page 225 of 268 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 Tina Goodroad, Community Development Director Julie Stahl, Finance Director Dave Mathews, Building Official Date: April 22, 2025 Subject: Brookshire 4th Addition • Final Plat Review • Grading and Erosion Control Plan Review • Tree Preservation Review • Utility Plan Review BACKGROUND Forestar (USA) Real Estate Group, Inc. submitted a final plat named Brookshire 4th Addition. This is the fourth phase of the Brookshire preliminary plat approved by the City Council on May 2nd, 2022. The proposed subdivision is located south of and adjacent to 173rd Street, east of and adjacent to Draft Horse Boulevard, and north of and west of and adjacent to the east City limits. The parent parcels are Outlot F and Outlot G, Brookshire 3rd and are zoned RST-2, Single and Two Family Residential District and RM-1, Medium-Density Residential District (following a rezoning approved with the Brookshire preliminary plat). The final plat consists of 80 single-family lots, 74 attached townhome lots and one common- area lot within five blocks, and one outlot on 75.59 acres. The Developer is dedicating 1.53 acres as future CSAH 9 right-of-way and 4.93 acres as future CSAH 33 right-of-way. The outlot created with the final plat shall have the following uses: Outlot A: Future Development; retained by Forestar (USA) Real Estate Group, Inc. (31.18 acres) The proposed development will be completed by: Page 226 of 268 BROOKSHIRE 4TH ADDITION – FINAL PLAT APRIL 22, 2025 PAGE 2 OF 9 Developer: Forestar (USA) Real Estate Group, Inc. Engineer/Surveyor: Westwood SITE CONDITIONS The existing parcels consist of Outlot F and G, Brookshire 3rd. The site consists of undeveloped agricultural land. The site generally drains north to south. ENVIRONMENTAL ASSESSMENT WORKSHEET (EAW) An environmental assessment worksheet (EAW) was prepared consistent with Environmental Quality Board requirements and Minnesota Rules 4410. The Developer addressed the comments identified in the EAW review process. A Negative Declaration on the EAW was adopted by the City Council on September 7, 2021. EASEMENTS Prior to recording of the final plat: • A 10-foot-wide temporary drainage and utility easement along the property lines of Outlot A shall be recorded. STREET AND SUBDIVISION LAYOUT Future CSAH 9 (175th Street, Dunwoody Drive, 179th Street) Brookshire 4th Addition includes future CSAH 9, a future 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 60 feet. The Developer is dedicating the necessary right-of-way. The Dakota County Plat Commission recommended approval of the final plat on February 3, 2025. Brookshire 4th Addition shall be subject to all stipulations recommended by the Dakota County Plat Commission. Brookshire 4th Addition includes the construction of CSAH 9, a future county minor arterial roadway. The roadway is designed as a two-lane divided urban roadway, consistent with the 2022 Dakota County Plat Needs Map (rev. 10-27-22). The Developer is eligible for reimbursement for constructing future CSAH 9 to County highway standards. The reimbursement will be the actual engineering and construction costs over and above the costs that would have been incurred to construct future CSAH 9 to City collector standards. The City shall reimburse the Developer with the subsequent phase of the Brookshire preliminary plat, upon completion and final acceptance of the improvements between the west and east plat boundaries. The City and County will enter into a Joint Powers Agreement to provide the Developer with the County’s share of the project costs. The Developer is responsible for any improvements to future CSAH 9 as required by Dakota County. The Developer shall provide an approved planset to the City meeting City standards and specifications prior to construction taking place. The Developer shall construct future CSAH 9 within the final plat area. The Developer shall construct future CSAH 9 in full from the Page 227 of 268 BROOKSHIRE 4TH ADDITION – FINAL PLAT APRIL 22, 2025 PAGE 3 OF 9 eastern terminus of City Project 24-05 to Diamond Path at the time Outlot E, Brookshire 3rd Addition is final platted into lots and blocks. The Developer shall pay 100% of the costs to construct future CSAH 9. Diamond Path (Future CSAH 33) Brookshire 4th Addition is located west of and adjacent to Diamond Path, a future Dakota County highway classified as a major collector. The 2022 Dakota County Plat Needs Map (rev. 10-27-22) identifies a half right-of-way need of 80 feet. The Developer is dedicating the required right-of-way. The Dakota County Plat Commission recommended approval of the final plat on February 3, 2025. The construction of future CSAH 33 is not identified in the City’s or County’s current Capital Improvement Plans. The Developer shall install “Future County Roadway” signs along the east boundary of Block 3 until CSAH 33 is constructed. The Developer shall install “Future City Roadway” signs along the east boundary of Blocks 4 and 5 until Diamond Path is constructed. The developer shall rough grade Diamond Path for future roadway construction. Local Roads Development of Brookshire 4th Addition includes the construction of 174th Street, Dimension Avenue, Dixon Circle, and 178th Street, City roadways classified as local roads. The roadways are designed as 32-foot-wide urban roads with a sidewalk along one side (except for cul-de- sacs), within a 60-foot-wide right-of-way. The Developer shall construct a temporary cul-de- sac at the east end of 178th Street within dedicated right-of-way and provide a $2,500 security for the future removal and restoration. The Developer shall install a “Future Street Extension” sign and barricades at the east end of 178th Street. Private Roads Development of Brookshire 4th Addition includes the construction of Diplomat Loop, privately-owned roadways designated to provide access to attached townhomes and be maintained by a homeowner’s association. CONSTRUCTION ACCESS Construction traffic access and egress for grading, utility and street construction is restricted to Diamond Path. Construction traffic access and egress via adjacent local roadways and existing subdivisions is prohibited. PARKS, TRAILS, AND SIDEWALKS Development of Brookshire 4th 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. The Developer shall construct bituminous trail segments along each side of future CSAH 9 at the time of construction of the roadway. The Developer will be responsible for the cost of Page 228 of 268 BROOKSHIRE 4TH ADDITION – FINAL PLAT APRIL 22, 2025 PAGE 4 OF 9 construction including 100% of the grading and restoration. The Developer shall be eligible for reimbursement for the city’s 3/8th share (excluding grading and restoration) of the trail construction costs at the time of construction. The Park Dedication requirement has not been collected on the parent parcels and will be satisfied through a cash contribution to be paid with the final plat, calculated as follows: 80 units x $5,832.00 = $466,560.00 Total Units (Low-Density) Brookshire 4th Addition 2025 Unit Rate (Low-Density) Park Dedication Fee Brookshire 4th Addition 74 units x $3,968.00 = $293,632.00 Total Units (Medium-Density) Brookshire 4th Addition 2025 Unit Rate (Medium-Density) Park Dedication Fee Brookshire 4th Addition The Developer shall satisfy the park dedication requirement for Outlot A with subsequent phases of the Brookshire preliminary plat at the time they are final platted into lots and blocks through a cash contribution at the rate in effect at the time of final plat approval. UTILITIES SANITARY SEWER Brookshire 4th Addition is located within subdistricts NC-20000 and NC-20010 of the North Creek sanitary sewer district. Wastewater will be conveyed through City sanitary sewer to the MCES interceptor sewer monitored by meter M643A. Wastewater treatment is provided by the Empire Wastewater Treatment Facility. Development of Brookshire 4th Addition includes the construction of public sanitary sewer. Sanitary sewer will extend within the subdivision to existing sanitary stubs at Draft Horse Boulevard. The existing sanitary sewer connects to MCES interceptor 7409 at MCES MH 32. The Sanitary Sewer Availability Charge has not been collected on the parent parcels and is required with the final plat, calculated as follows: 154 units x $327.00 = $50,358.00 Total Units Brookshire 4th Addition 2025 Unit Rate Sanitary Sewer Availability Charge Brookshire 4th Addition The Sanitary Sewer Availability Charge for Outlot A will be collected with subsequent phases of the Brookshire preliminary plat at the time they are final platted into lots and blocks, at the rate in effect at the time of final plat approval. WATERMAIN Development of Brookshire 4th Addition includes the construction of public watermain. Watermain will extend within the subdivision from existing stubs located within Draft Horse Boulevard and 173rd Street. Page 229 of 268 BROOKSHIRE 4TH ADDITION – FINAL PLAT APRIL 22, 2025 PAGE 5 OF 9 The Developer shall provide an approved irrigation plan prior to construction of the irrigation system. DRAINAGE AND GRADING Brookshire 4th Addition is located within subdistricts NCL-84 and NCL-85 of the North Creek stormwater district, as identified in the City’s Water Resources Management Plan. Previous additions of the Brookshire preliminary plat included the construction of stormwater management basins to provide water quality treatment and rate control of the stormwater runoff generated from Brookshire 4th Addition. The Brookshire preliminary plat includes the construction of public stormwater management basins to collect and treat the stormwater runoff generated from the site. The basins will outlet into North Creek. Water quality improvements and volume reduction will be provided by infiltration due to the highly permeable soil on the site and a privately owned and maintained water re-use system. A Vermillion River Watershed Joint Powers Organization (VRWJPO) water corridor, classified as a principal connector, exists in the southwest corner of the site, within Outlot A. The VRWJPO water corridor and buffer will be placed in an outlot and deeded to the City at the time Outlot A develops into lots and blocks. 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. Brookshire 4th 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 Brookshire 4th Addition includes the construction of public 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 the public stormwater management basins constructed with previous phases of Brookshire preliminary plat. Development of Brookshire 4th Addition includes the construction of privately owned and maintained storm sewer. The private storm sewer shall be located within the privately owned and maintained roadway, Diplomat Loop. Page 230 of 268 BROOKSHIRE 4TH ADDITION – FINAL PLAT APRIL 22, 2025 PAGE 6 OF 9 Draintile construction is required in areas of non-granular soils within Brookshire 4th Addition for the street sub-cuts 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 is required with the final plat, calculated as follows: Storm Sewer Charge Summary Gross Area of Brookshire 4th Addition 3,292,897.00 s.f. Less Area of Outlot A (Future Development) (-) 1,358,071.00 s.f. Less Area of Block 4 (Multi-Family) Less Area of 175th Street and Diamond Path Right-of-Way (-) 461,959.00 s.f. (-) 281,273.00 s.f. Total Storm Sewer Charge Area (Single-Family) = 1,191,594.00 s.f. 1,191,594.00 s.f. x $0.178/s.f. = $212,103.73 Net Area Brookshire 4th Addition 2025 Unit Rate (Single-Family) Storm Sewer Charge Brookshire 4th Addition 461,959.00 s.f. x $0.198/s.f. = $91,467.88 Net Area Brookshire 4th Addition 2025 Unit Rate (Multi-Family) Storm Sewer Charge Brookshire 4th Addition The Storm Sewer Charge for Outlot A will be collected with subsequent phases of the Brookshire preliminary plat at the time they are final platted into lots and blocks, at the rate in effect at the time of final plat approval. RESIDENTIAL BUFFER YARD REQUIREMENTS 175th Street (Future CSAH 9) and Diamond Path (Future CSAH 33) are classified as minor arterial roadways; therefore, buffer yard and screening requirements apply to the adjacent lots. A buffer yard containing earth berms and/or plantings of sufficient density to provide a visual screen and reasonable buffer a minimum of ten feet in height is required. A certified as- built grading plan of the buffer yard berm must be submitted and approved by City staff prior to the installation of any buffer yard plantings. FEMA FLOODPLAIN ANALYSIS Brookshire 4th Addition is shown on Flood Insurance Rate Map (Map No. 27037C0208E; Eff. Date 12/2/2011) primarily as Zone X by the Federal Emergency Management Agency (FEMA). Based on this designation, the lots within Brookshire 4th Addition are not located within a Special Flood Hazard Area (SFHA), as determined by FEMA. North Creek crosses through the southwest corner of Brookshire 4th Addition and is designated as Zone AE, and therefore within a Special Flood Hazard Area (SFHA). The area mapped as Zone AE will be placed in an outlot and deeded to the City at the time Outlot A are final platted into lots and blocks. Page 231 of 268 BROOKSHIRE 4TH ADDITION – FINAL PLAT APRIL 22, 2025 PAGE 7 OF 9 WETLANDS A wetland delineation for the entire site was completed by Westwood Professional Services with the Brookshire 1st Addition preliminary plat. There are no proposed impacts to wetlands within the Brookshire 4th Addition. All wetland and buffers will be placed in City owned outlots with final plat. Natural Area Signs will be placed along all property lines. Final locations will be staked in the field and reviewed by city staff prior to installation. Installation of Natural Area Sign shall take place prior to the release of building permits. TREE PRESERVATION The final plat is consistent with the approved Brookshire preliminary plat tree preservation plan. EROSION CONTROL 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. No grading can start until the SWPPP is submitted to the City for review and approval. The permit requires that all erosion and sediment BMPS be clearly outlined in a site’s SWPPP. Changes made throughout construction must be documented in the SWPPP. Redundant silt fences are required along all wetlands and waterways that do not have a 50- foot established buffer. 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: $1,035,257.45 x 2% Grading Costs = $20,705.15 Grading Cost Brookshire 4th Addition 2025 Rate MS4 Administration Fee Brookshire 4th Addition SECURITIES The Developer shall provide a Letter of Credit as security for the Developer-installed improvements relating to Brookshire 4th Addition. Construction costs are based upon bid prices submitted by the Developer’s engineer on December 20, 2024. CONSTRUCTION COSTS Sanitary Sewer $ 686,098.90 Watermain 708,173.42 Storm Sewer 784,302.85 Page 232 of 268 BROOKSHIRE 4TH ADDITION – FINAL PLAT APRIL 22, 2025 PAGE 8 OF 9 Streets 884,196.88 Grading, Drainage, Erosion Control and Restoration Future CSAH 9 807,500.81 362,459.00 SUBTOTAL - CONSTRUCTION COSTS $ 4,232,731.86 OTHER COSTS Developer’s Design (3.0%) $ 126,981.96 Developer’s Construction Survey (2.5%) 105,818.30 City’s Legal Expense (0.5%) 21,163.66 City Construction Observation (5.0%) 211,636.59 Developer’s Record Drawing (0.5%) 21,163.66 178th Street Temporary Cul-De-Sac Removal Natural Area Signs Future County/City Road Signs – Diamond Path 2,500.00 1,500.00 2,500.00 Landscaping 451,343.50 Streetlights 9,600.00 Lot Corners/Iron Monuments 15,500.00 SUBTOTAL - OTHER COSTS $ 969,707.67 TOTAL PROJECT SECURITY $ 5,202,439.53 The street light security totals $9,600 which consists of eight (8) 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 $15,500.00. 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 $4,350.00 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: 154 units x $40.48/unit = $6,233.92 Total Units Brookshire 4th Addition 2025 Rate Streetlight Operating Fee Brookshire 4th Addition A cash fee for one-year of environmental resources management expenses shall be paid with the final plat and is calculated as follows: 80 units x $61.52/unit = $4,921.60 Total Units (Single Family) Brookshire 4th Addition 2025 Rate Environmental Resources Fee Brookshire 4th Addition Page 233 of 268 BROOKSHIRE 4TH ADDITION – FINAL PLAT APRIL 22, 2025 PAGE 9 OF 9 74 units x $61.52/unit x 0.50 = $2,276.24 Total Units (Townhome) Brookshire 4th Addition 2025 Rate Utility Factor Environmental Resources Fee Brookshire 4th 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: 155 lots/outlots x $90.00/unit = $13,950.00 Lots/Outlots Brookshire 4th Addition 2025 Rate Property Data & Asset/Infrastructure Mgmt. Fee Brookshire 4th Addition The Developer shall 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 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 $126,981.96. CASH REQUIREMENTS Park Dedication $ 760,192.00 Sanitary Sewer Availability Charge 50,358.00 Storm Sewer Charge Traffic Control Signs 303,571.61 4,350.00 Streetlight Operating Fee 6,233.92 Environmental Resources Management Fee 7,197.84 MS4 Administration Fee 20,705.15 Property Data and Asset/Infrastructure Management Fee 13,950.00 City Engineering Administration (3.00%) 126,981.96 TOTAL CASH REQUIREMENTS $ 1,293,540.48 RECOMMENDATION Engineering recommends approval of the final plat, grading and erosion control plan, tree preservation, and utility plan for Brookshire 4th Addition, subject to the requirements and stipulations within this report. Page 234 of 268 Date: 5/19/2025 Public Hearing on the application for LD Designs LLC dba "Board and Brush" for a Consumption and Display Permit Proposed Action Staff recommends adoption of the following motion: Move to grant a Consumption and Display Permit for LD Designs LLC dba Board and Brush located at 20770 Holyoke Avenue Overview LD Designs dba Board and Brush, located at 20770 Holyoke Avenue, will be taking ownership of Board and Brush in Lakeville. The business will operate as it has in the past. The change in ownership requires a new application for a license. The Police Department conducted a background investigation on the corporate officers and found no reason to deny the licenses requested. Supporting Information None Financial Impact: $ Budgeted: No Source: Envision Lakeville Community Values: Good Value for Public Service Report Completed by: Ann Orlofsky, City Clerk Page 235 of 268 Date: 5/19/2025 Heritage Commons 9th Addition Preliminary Plat and Easement Vacation Proposed Action Staff recommends adoption of the following motion: Move to approve: 1) a resolution approving the Heritage Commons 9th Addition preliminary plat, and 2) vacation of drainage and utility easements. Overview The Architects Partnership has submitted applications for a preliminary plat to be known as Heritage Commons 9th Addition for two commercials lots and the vacation of public drainage and utility easements for the development of a Chase Bank. The property to be platted is located north of 202nd Street (CSAH 50), between Idealic Avenue and Iberia Avenue. A 3,395 square foot Chase Bank is planned for the west parcel; a user for the east parcel has not yet been identified. The property is zoned PUD, Planned Unit Development, with and underlying zoning of C-3, General Commercial District. The Planning Commission held a public hearing at their May 8, 2025 meeting and there were no public comments. The Planning Commission unanimously recommended approval of the applications subject to 11 stipulations. Supporting Information 1. Preliminary Plat Resolution 2. Easement Vacation Resolution 3. April 25, 2025 Planning and Engineering reports 4. Exhibits Financial Impact: $0 Budgeted: No Source: Envision Lakeville Community Values: Diversified Economic Development Report Completed by: Kris Jenson, Planning Manager Page 236 of 268 1 CITY OF LAKEVILLE DAKOTA COUNTY, MINNESOTA RESOLUTION NO. 25-____ RESOLUTION APPROVING THE PRELIMINARY PLAT OF HERITAGE COMMONS 9TH ADDITION WHEREAS, The Architects Partnership requests approval of the preliminary plat of two commercial lots to be known as HERITAGE COMMONS 9TH ADDITION; and WHEREAS, the Planning Commission held a public hearing at its May 8, 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 9TH ADDITION preliminary plat is approved subject to the following conditions: 1. Implementation of the recommendations listed in the April 25, 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 Chase Bank and the City of Lakeville for the maintenance of the stormwater basin located on Lot 1, Block 1, Heritage Commons 9th Addition. 4. An agreement for shared driveway access shall be established between Lots 1 and 2, Block 1, Heritage Commons 9th Addition and Lot 1, Block 1, Heritage Commons 8th Addition (Tires Plus) in conjunction with the recording of the final plat. 5. The trash enclosure must have a durable maintenance-free gate. 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 1, 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. A cost estimate for the installation of the approved landscaping shall be submitted prior to City Council consideration of the final plat. 9. Exterior lighting shall be down-cast only and shall not glare onto road right-of- way. Page 237 of 268 2 10. Snow storage shall not occur within required parking spaces. 11. Prior to City Council consideration of the final plat, drainage and utility easements must be added along the side property lines of each parcel. ADOPTED by the Lakeville City Council this 19th day of May 2025. CITY OF LAKEVILLE Luke M. Hellier, Mayor ATTEST: _______________________ Ann Orlofsky, City Clerk Page 238 of 268 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 9th 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 19th day of May 2025. CITY OF LAKEVILLE BY:________________________________ Luke M. Hellier, Mayor Page 239 of 268 2 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 19th day of May 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 240 of 268 City of Lakeville Community Development Memorandum To: Planning Commission From: Kris Jenson, Planning Manager Date: April 25, 2025 Subject: Packet Material for the May 8, 2025 Planning Commission Meeting Agenda Item: Heritage Commons 9th Addition 1. Preliminary and Final plat of two commercial lots to be known as Heritage Commons 9th Addition 2. Vacation of drainage and utility easements Application Action Deadline: June 19, 2025 BACKGROUND Representatives of The Architects Partnership have submitted applications for a preliminary and final plat to be known as Heritage Commons 9th Addition for two commercials lots and the vacation of public drainage and utility easements for the development of a Chase Bank. The plat is 2.65 acres in area. Chase Bank will be located on Lot 1 (1.36 acres) and Lot 2 (1.29 acres) is a future development parcel. The subject property is currently platted as Outlot A, Heritage Commons 8th Addition and is zoned PUD, Planned Unit Development. The Heritage Commons PUD was approved in 1999 and the property is located north of 202nd Street (CSAH 50), south of Heritage Drive and east of Idealic Avenue. The Heritage Commons 9th Addition final plat and the Chase Bank 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 final plat. Page 241 of 268 2 EXHIBITS A. Location Map B. Zoning Map C. Preliminary Plat D. Final Plat E. Site Plan F. Grading and Drainage Plan G. Utility Plan H. Landscape Plan I. Ghost plan for Lot 2 J. Lighting Photometric Plan K. Building Elevation Plan L. Floor Plan M. Dakota County Plat Commission letter dated March 13, 2025 STAFF ANALYSIS Project Phasing. The Heritage Commons commercial development has progressed over several phases since the initial development phase was approved in 1999. The proposed final plat is the ninth phase of the Planned Unit Development and the 10th phase is under review. Phase One: Approved September 7, 1999, included the two multi-tenant buildings where the Lakeville liquor store and Minnesota School of Beauty are located. Phase Two: Approved February 3, 2003, included the multi-tenant building located south of Phase One. Phase Three: Approved February 20, 2007, included the Cub Foods grocery store and the multi-tenant building located south of Cub Foods and north of Heritage Drive. Phase Four: Approved November 17, 2008, included the development of Green Planet Car Wash. Phase Five: Approved December 19, 2016, preliminary and final plat of 8.08 acres of commercial outlots that included the construction of the private drive connection between Kenwood Trail and Heritage Drive. Phase Six: Approved December 18, 2017 and included the development of a single retail building for O’Reilly Auto Parts. Phase Seven: Approved August 20, 2018 for the BeeHive memory care building. Phase Eight: Approved November 2, 2020 for the Tires Plus minor auto repair building. Page 242 of 268 3 P RELIMINARY AND FINAL PLAT Comprehensive Plan. The Heritage Commons 9th Addition 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 commercial use is consistent with the commercial designation of the Comprehensive Land Use Plan. Zoning. The Heritage Commons 9th Addition property is zoned PUD, Planned Unit Development District with an underlying C-3, General Commercial District zoning. Surrounding Land Uses and Zoning North – Heritage Drive and multi-tenant commercial building (PUD District) South – 202nd Street (CSAH 50) and commercial businesses (C-3 District) East – Tires Plus (PUD District) West – Idealic Avenue (private drive) and O’Reilly Auto Parts (PUD District) Consistency with the Capital Improvement Plan (CIP). No public street construction or other public funded infrastructure construction is proposed with the Heritage Commons 9th Addition final plat. All streets, sanitary sewer, water and storm sewer improvements required for the area of the Heritage Commons 9th Addition were installed by the developer with the Heritage Commons development in 2001. Lots/Blocks. The Heritage Commons 9th Addition final plat proposes two lots on one block. 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 59,366 SF (1.36 ac) 204.83 feet Proposed Lot 2 56,407 SF (1.29 ac) 190.75 feet Both lots within the Heritage Commons 9th Addition exceed the minimum lot requirements in the underlying C-3 District. Outlot. There are no outlots in the Heritage Commons 9th Addition plat. Easements. The final plat must be revised to include five-foot-wide drainage and utility easements along the side property lines of both lots, prior to City Council consideration. Streets. No new street construction is proposed with the Heritage Commons 9th Addition final plat. The property is adjacent to 202nd Street (CSAH 9), Heritage Drive and Idealic Avenue. 202nd Street is classified as a minor arterial road and Heritage Drive is classified as minor collector road in the Comprehensive Transportation Plan. Idealic Avenue is a private street. All required right- Page 243 of 268 4 of-way for the streets abutting the plat was dedicated with previous phases of Heritage Commons. Trails and Sidewalks. Eight-foot-wide concrete sidewalks are in place along 202nd Street and Heritage Drive with a five-foot-wide concrete sidewalk along both sides of Idealic Avenue. No new public sidewalk or trail construction is required with the Heritage Commons 9th Addition plat. Grading, Drainage, Erosion Control, and Utilities. Grading, drainage and erosion control plans have been submitted with the Heritage Commons 9th Addition preliminary plat. Alanna Sobottka, Civil Engineer and Maria Friedges, Environmental Resources Specialist have reviewed the site, grading, drainage and erosion control, and utility plans. A copy of the engineering report dated April 25, 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. Park dedication for the Heritage Commons development was satisfied with a land dedication with the Planned Unit Development and first phase final plat of Heritage Commons in 2000. Dakota County Plat Commission. The Dakota County Plat Commission reviewed the preliminary and final plat at their March 12, 2025 meeting and will recommend approval of the final plat to the Dakota County Board. SITE P LAN Setbacks. The Chase Bank building and parking lot on Lot 1, Block 1, Heritage Commons 9th Addition 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) The proposed Chase Bank building and parking lot meet the setback requirements of the Zoning Ordinance. Parking. The proposed 3,395 square foot bank requires 15 parking spaces, taking into account the allowable 10% gross floor area credit and the requirement for one parking space per 200 square feet of floor area. The site plan proposes 26 parking spaces, including two handicap accessible spaces at the Page 244 of 268 5 front entrance. This is in compliance with the parking requirements in effect at the time of the preliminary plat application. The site also proposes a bike rack placed on a concrete pad The proposed parking spaces and drive aisle dimensions and configurations comply with the requirements of the Zoning Ordinance. Parking aisles will be 24 feet in width and parking stall dimensions will be 9 feet in width and 20 feet in length. Snow storage may not occur within required parking spaces. Circulation/Loading Area. Access to the site will be from Heritage Drive and from Idealic Avenue. Parking spaces are primarily located along the north side of the building. A drive-up ATM is located on the south side of the building as well as bypass lane to provide access around the building. No direct driveway access to 202nd Street is permitted. An agreement for shared driveway access between the parcels in Heritage Commons 9th Addition and Heritage Commons 8th Addition (Tires Plus) is required to be executed as part of the recording of the final plat. Landscaping. The landscape plan proposes a mix of overstory trees around the perimeter of the site, foundation plantings on three sides of the building, and a row of plantings along the south side of the drive through to minimize headlights shining on to 202nd Street. Remaining areas will be seeded and in-ground irrigation is required. Development of the site shall include responsibility for boulevard maintenance along 202nd Street, Heritage Drive and Idealic Avenue. The Developer must provide an estimate of the landscape costs to be submitted as a security to guarantee installation of the landscaping. The City Forester has reviewed and approved the landscape plan dated May 1, 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 bank building is proposed to be clad with exterior materials that are nearly all Grade A materials (97.7%), including three colors of brick, cast stone, and glass. Grade C metal trim is proposed at the roofline, several canopies, and metal panels framing some of the windows (2.3%). The materials proposed comply with Zoning Ordinance requirements. The building includes a variety of roofline heights as well as relief so as to not have flat exterior walls. A contrasting stripe of pale brick is about two-thirds of the way up the building, matching the color of the cast stone at the foundation of the building. The contrasting strip is a design element seen in all of the buildings in the Heritage Commons development. Trash Enclosure. The trash and recycling enclosure will be located on the north side of the building. The enclosure is proposed to be six feet, six inches in height and uses two of the materials in contrasting colors proposed for the building exterior. The trash enclosure gate must be durable and made of maintenance-free gate. Signs. A development sign for Heritage Commons is located at the northeast corner of 202nd Street and Idealic Avenue. According to the adopted sign plan for Heritage Commons, Chase Bank is able to have a monument sign, up to six feet in height and with a sign area of up to 18 square feet, at the southeast corner of the parcel, if desired. Since the building fronts more than Page 245 of 268 6 one street, up to two wall signs permitted, not to exceed 100 square feet in sign area. All signs require approval of a sign permit prior to installation. Exterior Lighting. Parking lot lighting is scattered around the site and is proposed to be mounted at a height of 25 feet. The photometric plan indicates that the proposed light levels complies with Zoning Ordinance requirements. All lighting fixtures shall contain a cutoff which directs the light at an angle of 90 degrees or less. 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. Ghost Plan. No development plans have been received for Lot 2, Block 1, but a future development access stub will be provided from Lot 1 to Lot 2 on the north side of the bank building. Access from the Tires Plus parcel east of Lot 2 is provided on the north side of the parcel, with a shared access to Heritage Drive and along the south side of the lot. 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 for maintenance of the stormwater basin on site. EASEMENT VACATION The platted drainage and utility easements within Outlot A, Heritage Commons 8th Addition are proposed to be vacated and the same easements platted on the Heritage Commons 9th Addition final plat. RECOMMENDATION Community Development Department staff recommends approval of the Heritage Commons 9th Addition preliminary plat and easement vacation, subject to the following stipulations: 1. Implementation of the recommendations listed in the April 25, 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 Chase Bank and the City of Lakeville for the maintenance of the stormwater basin located on Lot 1, Block 1, Heritage Commons 9th Addition. 4. An agreement for shared driveway access shall be established between Lots 1 and 2, Block 1, Heritage Commons 9th Addition and Lot 1, Block 1, Heritage Commons 8th Addition (Tires Plus) in conjunction with the recording of the final plat. Page 246 of 268 7 5. The trash enclosure must have a durable maintenance-free gate. 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 1, 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. A cost estimate for the installation of the approved landscaping shall be submitted prior to City Council consideration of the final plat. 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. 11. Prior to City Council consideration of the final plat, drainage and utility easements must be added along the side property lines of each parcel. Page 247 of 268 • • • • Page 248 of 268 HHEERRIITTAAGGEE CCOOMMMMOONNSS 99TTHH AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY PPLLAATT AAPPRRIILL 2255,, 22002255 PPAAGGEE 22 OOFF 55 Page 249 of 268 HHEERRIITTAAGGEE CCOOMMMMOONNSS 99TTHH AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY PPLLAATT AAPPRRIILL 2255,, 22002255 PPAAGGEE 33 OOFF 55 Page 250 of 268 HHEERRIITTAAGGEE CCOOMMMMOONNSS 99TTHH AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY PPLLAATT AAPPRRIILL 2255,, 22002255 PPAAGGEE 44 OOFF 55 Page 251 of 268 HHEERRIITTAAGGEE CCOOMMMMOONNSS 99TTHH AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY PPLLAATT AAPPRRIILL 2255,, 22002255 PPAAGGEE 55 OOFF 55 Page 252 of 268 Dakota County, Maxar, Microsoft City of Lakeville Heritage Commons 9th Addition Site Location Map EXHIBIT ADODD BLVD (CSAH 9)202ND ST (CSAH 50)IBERIA AVESite Location HERITA GE DR IDEALIC AVE203RD ST± Page 253 of 268 City of Lakeville Heritage Commons 9th Addition Site Location Map EXHIBIT BDODD BLVD (CSAH 9)202ND ST (CSAH 50)IBERIA AVESite Location HERITA GE DR IDEALIC AVE203RD ST± PUD PUD PUD PUD PUD C-3 C-3 C-3 C-3 P/OS P/OS RM-1 RM-1 RH-1 Page 254 of 268 EXHIBIT CPage 255 of 268 Page 256 of 268 HERITAGE DRIVE IDEALIC AVENUE202ND STREET T NO PARKINGFFE: 982.30±3,395 SF 15' PARKING SETBACK 15' PARKING SETBACK 5' PARKING SETBACK 15' PARKING SETBACK DRAINAGE & UTILITY EASEMENT EXISTING 10' DRAINAGE & UTILITY EASEMENT STORMWATER MANAGEMENT AREA PROPOSED PROPERTY LINE 10' BUILDING SETBACK 30' BUILDING SETBACK 30' BUILDING SETBACK 30' BUILDING SETBACK 24.0'9.0'12.0'14.0'20.0'9.0' 33.0'24.0'20.0'QQ Q Q Q P P P P 25.0' Q6.5'6.0'U R25.0' R8.0' R3.0' R20.0' R20.0' R20.0' R3.0' R8.0' R15.0' R15.0'R15.0' R3.0' R25.0' R15.0' C C C C FUTURE DEVELOPMENT ACCESS DRIVE STUB C C 10.0'1 3 . 3 ' S Y Q C C AAL N M M M M N A A A A A F F G AA J E E T H D M M N H M M D M N M R15.0' R3.0' R X B J J O O O O O O O B Y Y W W EXISTING DEVELOPMENT MONUMENT SIGN AA AA L L L L L L L AA BB BB BB AA L AA A BB PROPOSED 10' DRAINAGE & UTILITY EASEMENT PROPOSED 10' DRAINAGE & UTILITY EASEMENT PROPOSED 10' DRAINAGE & UTILITY EASEMENT 9 5 6.0'8.0' D 20.0'9.0'9.0'9.0'C 5.0'N H U 9.0'R3.0'R8.0' O A B 24.0' D 11 O 5.0'6.0'M AA M 1CITY COMMENTS03/28/2025 BSKThis document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2025 KIMLEY-HORN AND ASSOCIATES, INC.11995 SINGLETREE LANE, SUITE 225 EDEN PRAIRIE, MN 55344PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TCW_LDEV\the architects partnership\lakeville- chase bank\3 Design\CAD\plansheets\C4-SITE PLAN.dwg April 30, 2025 - 10:24am©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTION2CITY COMMENTS05/01/2025 BSK Know what'sbelow. before you dig.Call R NORTH LEGENDPROPERTY SUMMARY TOTAL PROPERTY AREA 1.36 AC / 59,366 SF DISTURBED AREA 1.06 AC / 46,124 SF EXISTING IMPERVIOUS AREA 0.01 AC / 500 SF / 1.1% EXISTING PERVIOUS AREA 1.05 AC / 45,624 SF / 98.9% PROPOSED IMPERVIOUS AREA 0.64 AC / 27,800 SF / 60.3% PROPOSED PERVIOUS AREA 0.42 AC / 18,324 SF / 39.7% NET INCREASE IN IMPERVIOUS AREA 0.63 AC / 27,300 SF SITE DATA EXISTING ZONING PUD- PLANNED UNIT DEVELOPMENT PROPOSED LAND USE FINANCIAL INSTITUTION PARKING SETBACKS SIDE/REAR = 5' STREET = 15' BUILDING SETBACKS FRONT = 30' SIDE = 10' (30' STREET) REAR = 10' (30' STREET) SITE PLAN NOTES 1. REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF STOOPS, TRUCK DOCKS, TRASH ENCLOSURES & PRECISE BUILDING DIMENSIONS. REFER TO THE SITE ELECTRICAL PLAN FOR LOCATIONS OF PROPOSED LIGHT POLES, CONDUITS, AND ELECTRICAL EQUIPMENT. 2. REFER TO CERTIFIED SITE SURVEY OR PLAT FOR EXACT LOCATION OF EXISTING EASEMENTS, PROPERTY BOUNDARY DIMENSIONS, AND ADJACENT RIGHT-OF-WAY & PARCEL INFORMATION. 3. DIMENSIONS AND RADII ARE DRAWN TO THE FACE OF CURB, UNLESS OTHERWISE NOTED. DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT, AND AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. 4. UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATING EXISTING SITE IMPROVEMENTS THAT CONFLICT WITH THE PROPOSED WORK, INCLUDING BUT NOT LIMITED TO TRAFFIC SIGNS, LIGHT POLES, ABOVEGROUND UTILITIES, ETC. PERFORM WORK IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITE WORK SPECIFICATIONS. COST SHALL BE INCLUDED IN BASE BID. 5. TYPICAL PARKING STALL DIMENSIONS SHALL BE 9.0-FEET IN WIDTH AND 20-FEET IN LENGTH UNLESS OTHERWISE INDICATED. 6. MONUMENT SIGN(S) ARE DETAILED ON THE ARCHITECTURAL PLANS AND ARE SHOWN FOR GRAPHICAL & INFORMATIONAL PURPOSES ONLY. CONTRACTOR TO VERIFY SIGN DIMENSIONS, LOCATION AND REQUIRED PERMITS WITH THE OWNER. 7. THE CURB & GUTTER AND CONCRETE WHEEL STOPS LOCATED IN FRONT OF THE PROPOSED ADA STALLS & AISLE ARE TO BE PAINTED SAFETY YELLOW.PREPARED FORSITE PLANC400CHASE BANK- 202NDW AND IDEAL AVETHE ARCHITECTSPARTNERSHIPLAKEVILLEMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN11/25/202453113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16009405603/28/2025AS SHOWNBSKBSKMTLBUILDING DATA TOTAL BUILDING AREA 3,395 SF PERCENT OF TOTAL PROPERTY AREA 5.72% PARKING SUMMARY REQUIRED PARKING 17 SPACES @ 1 / 200 SF TOTAL PROPOSED PARKING 26 SPACES REQUIRED ACCESSIBLE PARKING 2 STANDARD SPACES 1 VAN ACCESSIBLE PROPOSED ACCESSIBLE PARKING 2 VAN ACCESSIBLE PROPOSED CURB AND GUTTER PROPERTY LINE PROPOSED FENCE SETBACK LINE PROPOSED FLUSH CURB DRAINAGE AND UTILITY EASEMENT STANDARD DUTY ASPHALT PAVMENT SEE DETAILS FOR SECTION HEAVY DUTY ASPHALT PAVEMENT SEE DETAILS FOR SECTION HEAVY DUTY CONCRETE PAVEMENT SEE DETAILS FOR SECTION CONCRETE SIDEWALK SEE DETAILS FOR SECTION STORM WATER AREA SEE GRADING PLAN FOR DETAILS KEYNOTE LEGEND CONCRETE SIDEWALK - SEE DETAIL 6" CONCRETE FILLED PIPE BOLLARD - SEE DETAIL MATCH EXISTING EDGE OF PAVEMENT/ CURB & GUTTER ACCESSIBLE CURB RAMP - SEE DETAIL ACCESSIBLE PARKING SIGN, SIGN AND POST FURNISHED BY CHASE SIGN VENDOR. BOLLARD AND CONCRETE FOUNDATION PROVIDED BY GC ACCESSIBLE PARKING SYMBOL - SEE DETAIL AREA STRIPED WITH 4" SYSL @ 45° 2' O.C. TRUNCATED DOMES, SEE DETAIL "NO PARKING" SIGN - SEE DETAIL CONCRETE WHEEL STOP, SEE DETAIL SITE DIRECTIONAL SIGN (SEE ARCH PLANS FOR DETAILS) B612 CURB AND GUTTER (TYP.) - SEE DETAIL TRANSITION CURB - SEE DETAIL FLUSH CURB - SEE DETAIL LIGHT POLE (SEE ARCH SITE PLAN FOR DETAILS) 4" WIDE PAINTED SOLID LINE, TYP. TRAFFIC FLOW PAVEMENT MARKINGS, TYP. (SEE DETAILS) PROPOSED TRANSFORMER, CONCRETE PAD, & BOLLARDS (SEE MEP PLANS FOR DETAILS). TRASH ENCLOSURE (SEE ARCH PLANS FOR DETAILS) BIKE RACK WITH ASSOCIATED CONCRETE PAD FLATWORK (SEE ARCH PLANS) ACCESSIBLE CROSSWALK - SEE DETAIL MONUMENT SIGN (SEE ARCH PLANS FOR DETAILS) 'DO NOT ENTER' SIGN - SEE DETAIL CLEARANCE BAR (SEE ARCH PLANS FOR DETAILS) HEAVY DUTY CONCRETE - SEE DETAIL UTILITY SCREENING FENCE (SEE ARCH PLANS FOR DETAILS) OUTFALL B612 CURB AND GUTTER (TYP.) - SEE DETAIL 'STOP' SIGN & PAVEMENT MARKING- SEE DETAIL A B C D E F G H I J K L M N O P Q R S T U V W X Y Z AA BB PROPOSED OUTFALL CURB AND GUTTER 2 EXHIBIT E Page 257 of 268 T FFE: 982.30±3,395 SF HERITAGE DRIVE IDEALIC AVENUE202ND STREET9819 8 1 9 8 0 980980980980979981981982981 981 978 9793.39%2.54%1.99%0.62%7.98% 975 976 977 978 979 975 976 977 978 979 3.69%4.18%2.25%2.79% 3. 0 3 %3.53%3.54%1.65%3.23%2.24%1.73%3.20%3. 6 7 %3.64%3.95%2.08% CO SURFACE INFILTRATION BASIN (B-1) TOTAL VOLUME: 24,202 CF BOTTOM OF BASIN INVERT: 974.50 REQUIRED WQV: 3,475 CF PROVIDED WQV: 5,579 CF 10-YR HWL: 976.31 100-YR HWL: 977.09 NWL: 974.50 (DRY)3:13:17:1 3:1 CBMH 4 RE:980.17 IE:977.17 SW IE:977.17 N CB 1 RE:980.00 IE:977.00 N CBMH 2 W/ SNOUT UNIT RE:979.68 IE:974.72 S IE:974.72 E IE:974.72 N (4' SUMP) CBMH 5 RE:979.35 IE:976.06 S IE:976.06 W OCS CBMH 48" DIA RE:978.10 IE:976.10 SW IE:974.74 N CONNECT TO EXISTING MH IE:973.80 S RD 17 IE:978.11 E RD 13 IE:976.60 W CO 18 RE:980.96 IE:977.65 W IE:977.65 NE 55 LF - 12" HDPE @ 1.67% 101 LF - 12" HDPE @ 1.09% 123 LF - 12" HDPE @ 1.09% 22 LF - 15" HDPE @ 1.00% 47 LF - 12" RCP @ 2.00% 26 LF - 6" PVC @ 2.00% 10 LF - 12" RCP @ -15.81% 23 LF - 6" PVC @ 2.00% 24 LF - 6" PVC @ 2.00% 9:1 980980 980981982983982981 981 980980 980981 982 9 8 2 9 8 1 9 8 0 980 9 7 9 979 978 978978978 9799 7 9 979 980 98 0 9811.3 7 %982981CONNECT TO EXISTING MANHOLE. CONTRACTOR TO FIELD VERIFY LOCATION AND INVERT ELEVATIONS AND NOTIFY ENGINEER IMMEDIATELY IF ANY DISCREPANCIES. FES 8 IE:974.50 S FES 15 IE:974.50 NE APPROXIMATE LOCATION OF EXISTING UNDERGROUND STORMWATER SYSTEM. CONTRACTOR TO FIELD VERIFY & NOTIFY ENGINEER IF ANY DISCREPANCIES.2.00%2.52%42 LF - 18" RCP @ 3.10% EX ST-1 RE:977.71 IE:973.70 N,W 5' WIDE x MIN 3" THICK POLYSTYRENE INSULATION (SEE NOTE 17)12.38%5.34%2.69% WYE CONNECT IE:976.08 S IE:976.08 E IE:976.08 N 6:1982 981 982 9819829819819812.30% 82 LF - 12" HDPE @ 1.67%3.98%980 981 G:981.17 G:981.68 G:981.01 G:980.68 G:980.44 G:980.90 G:981.93 HP:982.00 ME:981.70 ME:980.49 HP:981.42 G:980.88 G:980.77 G:980.36 G:980.17 G:980.51 HP:980.54 G:980.48 LP:979.68 G:981.37 G:981.34 G:981.12 G:981.22 G:980.02 LP:980.00 HP:981.78 G:981.34 G:981.68 T/G:980.84 T/G:980.87 G:981.25 HP:980.90 ME:979.52 G:979.51 ME:977.49 ME:977.57 HP:981.30 ME:979.93 G:981.68 T:982.18 G:980.47 LP:980.17 G:981.32G:981.80 G:981.80 982.30 981.82 FFE = 982.3 982.07 G:980.35 G:980.97 FFE = 982.3 G:980.13 G:980.06 G:980.13 G:980.25 G:980.45 G:980.19 G:980.10 G:979.57 G:979.38 LP:979.35 HP:979.76 HP:980.30 982.30982.30 EOF:980.67 EOF:978.39 EOF:980.18 EOF:981.30 EOF:979.85 981.83 976.78 977.28 T/G:980.82 HP:980.47 G:980.87 T/G:981.68 T/G:981.68 G:981.68 T:982.15 1CITY COMMENTS03/28/2025 BSKThis document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2025 KIMLEY-HORN AND ASSOCIATES, INC.11995 SINGLETREE LANE, SUITE 225 EDEN PRAIRIE, MN 55344PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TCW_LDEV\the architects partnership\lakeville- chase bank\3 Design\CAD\plansheets\C5-GRADING PLAN.dwg April 30, 2025 - 10:24am©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTION2CITY COMMENTS05/01/2025 BSK NORTH GRADING PLAN NOTES PROPOSED STORM SEWER PROPERTY LINE EXISTING CONTOUR PROPOSED CONTOUR925 PROPOSED SPOT ELEVATION100.00 LEGEND PROPOSED HIGH POINT ELEVATION HP:0.0 PROPOSED LOW POINT ELEVATION PROPOSED GUTTER ELEVATION PROPOSED TOP OF CURB ELEVATION PROPOSED FLUSH PAVEMENT ELEVATION LP:0.0 G:0.00 T:0.00 PROPOSED EMERGENCY OVERFLOW ELEVATION T/G:0.0 EOF:0.0 0.0%PROPOSED DRAINAGE DIRECTION ME:0.0 MATCH EXISTING ELEVATION PROPOSED STORM MANHOLE (SOLID CASTING) PROPOSED STORM MANHOLE (ROUND INLET CASTING) PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING) PROPOSED STORM SEWER CLENOUT PROPOSED RIPRAP PROPOSED FLARED END SECTION CO D PROPOSED RIDGE LINE PROPOSED SWALE PROPOSED TOP/BOTTOM OF WALL ELEVATION TW:0.0 BW:0.0 Know what'sbelow. before you dig.Call R PREPARED FORGRADING ANDDRAINAGE PLANC500CHASE BANK- 202NDW AND IDEAL AVETHE ARCHITECTSPARTNERSHIPLAKEVILLEMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN11/25/202453113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16009405603/28/2025AS SHOWNBSKBSKMTL1. PERFORM GRADING WORK IN ACCORDANCE WITH APPLICABLE CITY SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS. 2. CONTACT STATE 811 CALL-BEFORE-YOU-DIG LOCATING SERVICE AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION FOR UNDERGROUND UTILITY LOCATIONS. 3. STORM SEWER PIPE SHALL BE AS FOLLOWS: RCP PER ASTM C-76 HDPE: 0" - 10" PER AASHTO M-252 HDPE: 12" OR GREATER PER ASTM F-2306 PVC SCH. 40 PER ASTM D-1785 STORM SEWER FITTINGS SHALL BE AS FOLLOWS: RCP PER ASTM C-76, JOINTS PER ASTM C-361, C-990, AND C-443 HDPE PER ASTM 3212 PVC PER ASTM D-3034, JOINTS PER ASTM D-3212 4. CONTRACTOR TO FIELD VERIFY THE LOCATIONS AND ELEVATIONS OR EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE START OF SITE GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS. 5. SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION TO HELP OFFSET ANY STABILITY PROBLEMS DUE TO WATER SEEPAGE OR STEEP SLOPES. WHEN PLACING NEW SURFACE MATERIAL ADJACENT TO EXISTING PAVEMENT, THE EXCAVATION SHALL BE BACKFILLED PROMPTLY TO AVOID UNDERMINING OF EXISTING PAVEMENT. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. 7. CONTRACTOR SHALL EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ALIGNMENTS. 8. GRADES SHOWN ARE FINISHED GRADES. CONTRACTOR SHALL ROUGH GRADE TO SUBGRADE ELEVATION AND LEAVE STREET READY FOR SUBBASE. 9. ALL EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ANY ABANDONED UTILITY ITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE. 10. REFER TO THE UTILITY PLAN FOR SANITARY SEWER MAIN, WATER MAIN SERVICE LAYOUT AND ELEVATIONS AND CASTING / STRUCTURE NOTATION. 11. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OF PAVEMENTS AND CURB AND GUTTER WITH SMOOTH UNIFORM SLOPES TO PROVIDE POSITIVE DRAINAGE. 12. INSTALL A MINIMUM OF 4" CLASS 5 AGGREGATE BASE UNDER CURB AND GUTTER AND CONCRETE SIDEWALKS. 13. UPON COMPLETION OF EXCAVATION AND FILLING, CONTRACTOR SHALL RESTORE ALL STREETS AND DISTURBED AREAS ON SITE. ALL DISTURBED AREAS SHALL BE RE-VEGETATED WITH A MINIMUM OF 4" OF TOPSOIL. 14. ALL SPOT ELEVATIONS/CONTOURS ARE TO GUTTER / FLOW LINE UNLESS OTHERWISE NOTED. 15. GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSING DRIVEWAYS SHALL CONFORM TO CURRENT ADA STATE/NATIONAL STANDARDS. IN NO CASE SHALL ACCESSIBLE RAMP SLOPES EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASE SHALL SIDEWALK CROSS SLOPES EXCEED 2% . IN NO CASE SHALL LONGITUDINAL SIDEWALK SLOPES EXCEED 5%. IN NO CASE SHALL ACCESSIBLE PARKING STALLS OR AISLES EXCEED 2% (1.5% TARGET) IN ALL DIRECTIONS. SIDEWALK ACCESS TO EXTERNAL BUILDING DOORS AND GATES SHALL BE ADA COMPLIANT. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TO PAVING. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR A.D.A COMPLIANCE ISSUES. 16. MAINTAIN A MINIMUM OF 0.5% GUTTER SLOPE TOWARDS LOW POINTS. 17. CONTRACTOR TO PROVIDE 3" INSULATION BY 5' WIDE CENTERED ON STORM PIPE IF LESS THAN 4' OF COVER IN PAVEMENT AREAS AND LESS THAN 3' OF COVER IN LANDSCAPE AREAS. 18. ROOF DRAIN INVERT CONNECTIONS AT THE BUILDING SHALL BE AT ELEVATION <XXX.XX> OR LOWER UNLESS NOTED OTHERWISE. REFERENCE MEP PLANS FOR ROOF DRAIN CONNECTION. 19. ALL STORM SEWER CONNECTIONS SHALL BE GASKETED AND WATER TIGHT INCLUDING MANHOLE CONNECTIONS. 20. ALL STORM SEWER PIPE SHALL BE AIR TESTED IN ACCORDANCE WITH THE CURRENT PLUMBING CODE. 21. MAINTAIN A MINIMUM OF 1.25% SLOPE IN BITUMINOUS PAVEMENT AREAS, 0.5% SLOPE IN CONCRETE PAVEMENT AREAS. 22. CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT "INFALL CURB" WHERE PAVEMENT DRAINS TOWARD GUTTER, AND "OUTFALL" CURB WHERE PAVEMENT DRAINS AWAY FROM GUTTER. NO LATER THAN DURING INFILTRATION/FILTRATION BASIN OVER-EXCAVATION/SUB-SOIL WORK, THE APPLICANT SHALL ENSURE THAT A CERTIFIED SOIL SCIENTIST WILL BE PRESENT TO VERIFY AND DOCUMENT THAT PRACTICE AREA SUB-SOILS ARE SUITABLE FOR A SATURATED CONDITION INFILTRATION RATE OF 0.30-INCH PER HOUR OR GREATER. IF THE SUB-SOIL SATURATED CONDITION INFILTRATION RATES ARE LESS THAN 0.30-INCH PER HOUR, THE CONTRACTOR SHALL CORRECT DOWN TO A POORLY GRADED SAND LAYER. THE CITY SHALL BE PROVIDED WITH 24-HOURS' NOTICE OF COMMENCEMENT OF INFILTRATION TESTING AND SHALL BE PROVIDED WITH INFILTRATION RESULTS (E.G. TESTING DATA LOGS) WITHIN 24-HOURS OF TESTING COMPLETION. THE APPLICANT SHALL PROVIDE THE CITY WATER RESOURCES STAFF WITH 24-HOUR ADVANCE NOTICE PRIOR TO ANY EXCAVATION AND/OR SOIL BACKFILLING WITHIN ANY INFILTRATION/FILTRATION PRACTICES (CITY WATER RESOURCES STAFF CONTACT/INSTRUCTIONS SHALL BE CLEARLY/PROMINENTLY LISTED ON APPROPRIATE PLAN SHEETS). EXHIBIT F Page 258 of 268 T FFE: 982.30±3,395 SF HERITAGE DRIVE IDEALIC AVENUECO SS-1 IE:975.47 E CONNECT TO EXISTING MANHOLE RE:978.79 IE:971.40 S UTILITY CROSSING. T/SAN: 973.96 B/STRM: 975.92 PROPOSED TRANSFORMER. REFER TO MEP PLANS.5.0'CO 10.5' UTILITY CROSSING. MAINTAIN 18" OF VERTICAL CLEARANCE. 12.5' PROPOSED INFILTRATION BASIN (REFER TO SHEET C500) SS-6 RE:979.81 IE:973.70 S IE:973.70 N 46 LF - 6" PVC @ 2.00% 70 LF - 6" PVC @ 2.00% 2" WATER SERVICE CONNECT FRANCHISE UTILITIES IN ROW. CONTRACTOR TO WORK W/ PRIVATE UTILITY COMPANIES ON EXACT LOCATIONS & CONNECTIONS EXISTING HYDRANT EXISTING 12" DIP WATER MAIN CONNECT TO EXISTING WATER STUB. 8" DIP IE: 968.60 SS-7 RE:977.45 IE:971.30 E 223 LF - 8" PVC @ 0.67% ADJUST RIM TO FINISHED GRADE. PROPOSED GATE VALVE (2)2" DATA CONDUITS. REFER TO MEP PLANS.10.4' APPROXIMATE LOCATION OF EXISTING UNDERGROUND STORMWATER SYSTEM 18 LF - 6" PVC @ 2.00% SS-2 RE:980.49 IE:975.11 W IE:975.11 N 10.8' PROPOSED HYDRANT 6" WATER LINE CONNECT TO EXISTING WATER LINE EXISTING 8" DIP WATER SERVICE 10.4' UTILITY CROSSING. MAINTAIN 18" VERTICAL CLEARANCE. CO SS-14 RE:979.91 IE:972.78 S IE:972.78 N 69 LF - 6" PVC @ 2.00% 12.5' 5.0' 10.4'1CITY COMMENTS03/28/2025 BSKThis document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2025 KIMLEY-HORN AND ASSOCIATES, INC.11995 SINGLETREE LANE, SUITE 225 EDEN PRAIRIE, MN 55344PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TCW_LDEV\the architects partnership\lakeville- chase bank\3 Design\CAD\plansheets\C6-UTILITY PLAN.dwg April 30, 2025 - 10:25am©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTION2CITY COMMENTS05/01/2025 BSK NORTH SANITARY SEWER MANHOLE SANITARY SEWER WATERMAIN GATE VALVE HYDRANT TEE REDUCER UNDERGROUND ELECTRIC TELEPHONE GAS MAIN STORM SEWER LEGEND CO SANITARY CLEANOUTCO EXISTING PROPOSED Know what'sbelow. before you dig.Call R PREPARED FORUTILITY PLANC600CHASE BANK- 202NDW AND IDEAL AVETHE ARCHITECTSPARTNERSHIPLAKEVILLEMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN11/25/202453113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16009405603/28/2025AS SHOWNBSKBSKMTLUTILITY PLAN NOTES 1. INSTALL UTILITIES IN ACCORDANCE WITH APPLICABLE CITY SPECIFICATIONS, STATE PLUMBING CODE, AND BUILDING PERMIT REQUIREMENTS. 2. CONTACT STATE 811 CALL-BEFORE-YOU-DIG LOCATING SERVICE AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION FOR UNDERGROUND UTILITY LOCATIONS. 3. CONTRACTOR IS RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. 4. SANITARY SEWER PIPE SHALL BE: PVC: ASTM D-2729, D-3034 PVC SCH 40: ASTM D-1785, F-714, F-894 SANITARY SEWER FITTINGS SHALL BE: PVC: ASTM D-2729, D-3034 PVC SCH40: ASTM D-2665, F-2794, F-1866 5. WATER MAIN PIPE SHALL BE: PVC: ASTM D-1785, D-2241, AWWA C-900 DUCTILE IRON: AWWA C115 WATER MAIN FITTINGS SHALL BE: PVC: ASTM D-2464, D-2466, D-2467, F-1970, AWWA C-907 DUCTILE IRON: AWWA C-153, C-110, ASME 316.4 6. WHEN CONNECTING TO AN EXISTING UTILITY LINE, FIELD VERIFY THE LOCATION, DEPTH, AND SIZE OF THE EXISTING PIPE(S) PRIOR TO INSTALLATION OF THE NEW LINES. NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS IMPACTING THE PROPOSED DESIGN OF THE PROJECT. 7. PLACE AND COMPACT ALL FILL MATERIAL PRIOR TO INSTALLATION OF PROPOSED UNDERGROUND UTILITIES. MINIMUM TRENCH WIDTH SHALL BE 2 FEET. 8. MAINTAIN A MINIMUM OF 7'-6" COVER ON ALL WATER LINES. 9. FOR WATER LINES AND STUB-OUTS UTILIZE MECHANICAL JOINTS WITH RESTRAINTS SUCH AS THRUST BLOCKING, WITH STAINLESS STEEL OR COBALT BLUE BOLTS, OR AS INDICATED IN THE CITY SPECIFICATIONS AND PROJECT DOCUMENTS. 10. MAINTAIN 18-INCH MINIMUM VERTICAL SEPARATION WHERE SEWER PIPE CROSSES WATER LINES (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE OR STRUCTURE). PROVIDE 10-FOOT HORIZONTAL SEPARATION BETWEEN SEWER PIPE AND WATER LINES. 11. IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATER LINES, SANITARY LINES, STORM LINES AND GAS LINES (OR ANY OBSTRUCTION EXISTING AND PROPOSED), THE SANITARY PIPE MATERIAL SHALL BE PVC SCHEDULE 40 OR PVC C900 AND HAVE MECHANICAL JOINTS AT LEAST 10 FEET ON EITHER SIDE OF THE CENTER LINE OF THE CROSSING. THE WATER LINE SHALL HAVE MECHANICAL JOINTS WITH APPROPRIATE FASTENERS AS REQUIRED TO PROVIDE A MINIMUM OF 18-INCH VERTICAL SEPARATION MEETING REQUIREMENTS OF ANSI A21.10 OR ANSI 21.11 (AWWA C-151) (CLASS 50). 12. ALL PVC & HDPE SEWER AND WATER PIPE SHALL HAVE A TRACER WIRE INSTALLED IN THE TRENCH AND TERMINATED PER THE DETAILS. 13. UNDERGROUND UTILITY LINES SHALL BE INSTALLED, INSPECTED AND APPROVED PRIOR TO PLACING BACKFILL. 14. IN PAVEMENT AREAS, RAISE MANHOLE CASTINGS TO BE FLUSH WITH PROPOSED FINISHED SURFACE GRADE. IN GREEN AREAS, RAISE MANHOLE CASTINGS TO BE ONE FOOT ABOVE FINISHED GROUND ELEVATION & INSTALL A WATERTIGHT LID. 15. REFER TO PLUMBING PLANS FOR LOCATION, SIZE AND ELEVATION OF UTILITY SERVICE CONNECTIONS AND ROOF DRAINS TO THE INTERIOR BUILDING SYSTEMS. BACKFLOW DEVICES (DDCV AND PRZ ASSEMBLIES) & METERS ARE LOCATED INSIDE THE BUILDING. 16. CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 17. CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES. COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 18. REFER TO THE SITE ELECTRICAL PLANS FOR SPECIFICATIONS OF THE PROPOSED SITE LIGHTING AND ELECTRICAL EQUIPMENT. 19. EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ALIGNMENTS. REFER TO THE UTILITY PLANS FOR LAYOUT AND ELEVATIONS FOR PROPOSED SANITARY SEWER, WATER MAIN, AND OTHER BUILDING UTILITY SERVICE CONNECTIONS. REFER TO THE GRADING PLAN FOR DETAILED SURFACE ELEVATIONS. 20. EXCESS MATERIAL, ABANDONED UTILITY ITEMS, AND OTHER UNUSABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE. 21. COORDINATE WITH THE PLUMBING PLANS FOR THE LOCATION, SIZE AND ELEVATION OF THE PROPOSED UNDERGROUND ROOF DRAIN CONNECTIONS. 22. WHERE STORM SEWER ROOF DRAINS HAVE LESS THAN 4-FEET OF COVER IN PAVED AREAS OR 3-FEET OF COVER IN LANDSCAPE AREAS, PROVIDE 3-INCH THICK INSULATION A MINIMUM OF 5-FEET IN WIDTH, CENTERED ON THE PIPE. 23. ALL STORM SEWER PIPE JOINTS SHALL BE WATER-TIGHT CONNECTIONS. 24. ALL STORM SEWER PIPE CONNECTIONS TO MANHOLES SHALL BE GASKETED AND WATER TIGHT. BOOTED COUPLERS AT THE STRUCTURE OR A WATER STOP WITH NON-SHRINK GROUT MAY BE USED IN ACCORDANCE WITH LOCAL CODES. 25. CONTRACTOR SHALL AIR TEST ALL STORM SEWER PIPE IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS. EXHIBIT G Page 259 of 268 LANDSCAPE LEGEND EDGER (TYP.) APPROXIMATE LIMITS OF SEEDING/ SEED ALL DISTURBED AREAS (TYP.) SEED EDGE (TYP.) BOULDERS (TYP.) SEED WITH SHORT PRAIRIE GRASS SEED MIX AND WILDFLOWER MIX AVAILABLE FROM PRAIRIE RESTORATIONS, INC. SEED WITH MNDOT WET DITCH SEED MIX (TYP.) A LANDSCAPE KEYNOTES EDGER (TYP.) ROCK MULCH (TYP.) SEED WITH MNDOT SOUTHERN BOULEVARD SEED MIX (TYP.) BOULDER (TYP.) SEED WITH SHORT PRAIRIE GRASS SEED MIX AND WILDFLOWER MIX AVAILABLE FROM PRAIRIE RESTORATIONS, INC. SEED WITH MNDOT WET DITCH SEED MIX (TYP.) BOTTOM BASIN PLUGS: DISTRIBUTE EVENLY USING TRIANGULAR SPACING, SEE INFILTRATION POND PLANT SCHEDULE A B C D E F G T NO PARKINGFFE: 982.30±3,395 SF HERITAGE DRIVE IDEALIC AVENUEA B C D D D D D D D D A B A B B A B B B B B E C C E E F F E E C C G SYMBOL CODE QTY COMMON NAME BOTANICAL NAME N/A CAL. CONIFEROUS TREE NWS 3 NORWAY SPRUCE PICEA ABIES B & B 6` HT. OVERSTORY TREE BOL 5 BOULEVARD LINDEN TILIA AMERICANA `BOULEVARD`B & B 2.5" CAL. IHL 5 IMPERIAL HONEYLOCUST GLEDITSIA TRIACANTHOS VAR. INERMIS `IMPERIAL`B & B 2.5" CAL. PRE 3 AMERICAN ELM ULMUS AMERICANA `PRINCETON`B & B 2.5" CAL. SWO 3 SWAMP WHITE OAK QUERCUS BICOLOR B & B 2.5" CAL. SYMBOL CODE QTY COMMON NAME BOTANICAL NAME CONTAINER SPACING CONIFEROUS SHRUBS HZA 7 HETZ MINI ARBORVITAE THUJA OCCIDENTALIS `HETZ MINI`#5 CONT. 3` O.C. SGJ 19 SEA OF GOLD JUNIPER JUNIPERUS X PFITZERIANA 'MONSAN'#5 CONT. 4` O.C. TAU 9 TAUTON YEW TAXUS X MEDIA `TAUNTONII`#5 CONT. 5` O.C. DECIDUOUS SHRUBS AFD 8 ARTIC FIRE DOGWOOD CORNUS SERICEA `ARTIC FIRE`#5 CONT. 3` O.C. ANH 4 ANNABELLE HYDRANGEA HYDRANGEA ARBORESCENS `ANNABELLE`#5 CONT. 4` O.C. BLC 26 IROQUOIS BEAUTY BLACK CHOKEBERRY ARONIA MELANOCARPA `IROQUOIS BEAUTY` TM #5 CONT. 4` O.C. GLS 5 GRO-LOW FRAGRANT SUMAC RHUS AROMATICA `GRO-LOW`#5 CONT. 4` O.C. LDN 10 LITTLE DEVIL NINEBARK PHYSOCARPUS OPULIFOLIUS `DONNA MAY` TM #5 CONT. 4` O.C. ORNAMENTAL GRASSES GVH 6 GOLDEN VARIEGATED HAKONECHLOA HAKONECHLOA MACRA `AUREOLA`#1 CONT 24" OC HMS 14 HEAVY METAL SWITCHGRASS PANICUM VIRGATUM 'HEAVY METAL'#1 CONT. 3` O.C. NSG 20 NORTHWIND SWITCH GRASS PANICUM VIRGATUM 'NORTHWIND'#1 CONT. 24" O.C. PDS 23 PRAIRIE DROPSEED SPOROBOLUS HETEROLEPIS #1 CONT. 18" O.C. PFG 5 PURPLE FLAME GRASS MISCANTHUS X `PURPURASCENS`#1 CONT 18" O.C. PERENNIALS BES 21 BLACK-EYED SUSAN RUDBECKIA FULGIDA `GOLDSTURM`#1 CONT. 18" O.C. RBC 21 RUBY STAR CONEFLOWER ECHINACEA PURPUREA `RUBY STAR`#1 CONT. 20" O.C. VPA 14 VISION IN PINK CHINESE ASTILBE ASTILBE CHINENSIS 'VISION IN PINK'#1 CONT. 24" O.C. PLANT SCHEDULE BOTTOM OF BASIN PLUGS 2,205 SF CAREX PENSYLVANICA / PENNSYLVANIA SEDGE 51 FLAT, 2" PLUGS 20% @ 36" oc CAREX VULPINOIDEA / FOX SEDGE 64 FLAT, 2" PLUGS, 36" OC 25% @ 36" oc EUPATORIUM MACULATUM / JOE PYE WEED 14 FLAT, 2" PLUGS, 48" O.C. 10% @ 48" oc EUPATORIUM PERFOLIATUM / BONESET 36 FLAT, 2" PLUGS, 48" O.C. 25% @ 48" oc IRIS VERSICOLOR / BLUE FLAG 25 FLAT, 2" PLUGS, 36" OC 10% @ 36" oc PANICUM VIRGATUM / SWITCHGRASS 25 FLAT, 2" PLUGS, 36" OC 10% @ 36" oc INFILTRATION POND PLANT SCHEDULE202ND STREET 1CITY COMMENTS03/28/2025 BSKThis document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2025 KIMLEY-HORN AND ASSOCIATES, INC.11995 SINGLETREE LANE, SUITE 225 EDEN PRAIRIE, MN 55344PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TCW_LDEV\the architects partnership\lakeville- chase bank\3 Design\CAD\plansheets\L1-LANDSCAPE PLAN.DWG April 30, 2025 - 10:25am©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTION2CITY COMMENTS05/01/2025 BSK Know what'sbelow. before you dig.Call R PREPARED FORLANDSCAPE PLANL100CHASE BANK- 202ND WAND IDEAL AVETHE ARCHITECTSPARTNERSHIPLAKEVILLEMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALLANDSCAPE ARCHITECT UNDER THE LAWS OFTHE STATE OF MINNESOTA.MNLIC. NO.RYAN A. HYLLESTED03/28/202553828DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16009405603/28/2025AS SHOWNCFKRAHCFKNOTE: QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN THE EVENT OF A DISCREPANCY. ABBREVIATIONS: B&B = BALLED AND BURLAPPED CAL. = CALIPER HT. = HEIGHT MIN. = MINIMUM O.C. = ON CENTER SP. = SPECIES QTY. = QUANTITY PERIMETER TREES REQUIRED:PLANTINGS AT PROPERTY PERIMETER, DESIGNED SITE AMENITIES (COMPOSITION OF PLANT MATERIAL AND / OR CREATIVE GRADING, DECORATIVE LIGHTING, EXTERIOR SCULPTURE, ETC) PERIMETER TREES PROVIDED:SEE PLAN *CONIFEROUS TREES MAY REPLACE SOME DECIDUOUS TREES TO PROVIDE YEAR AROUND SCREENING PARKING LOT SCREENING REQUIRED:36" HT MAX. CONTINUOUS SCREEN OF PARKING LOT FROM ROADWAY DECIDUOUS TREES 40' O.C. MAX, CONIFEROUS TREES 15' O.C. MAX, DECIDUOUS SHRUBS 4' O.C. MAX, CONIFEROUS SHRUBS 3' O.C. MAX PARKING LOT SCREENING PROVIDED:SEE PLAN INTERIOR LANDSCAPE AREA REQUIRED:441 SF = (8,820 SF OFF STREET PARKING AREA / 100) * 5 INTERIOR LANDSCAPE AREA PROVIDED:772 SF *MINIMUM DIMENSION OF LANDSCAPE AREA IS NINE (9) FEET IN ANY DIRECTION, MEASURED FROM BACK OF CURB. MINIMUM LANDSCAPE AREA IS ONE HUNDRED SIXTY (160) SQUARE FEET. LANDSCAPING SHALL BE SETBACK 2' FROM PARKING STALLS. LANDSCAPE SUMMARY NORTH EXHIBIT H Page 260 of 268 HERITAGE DRIVE IDEALIC AVENUE202ND STREET T NO PARKINGFFE: 982.30±3,395 SF EXISTING TIRES PLUS 1CITY COMMENTS03/28/2025 BSKThis document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2025 KIMLEY-HORN AND ASSOCIATES, INC.11995 SINGLETREE LANE, SUITE 225 EDEN PRAIRIE, MN 55344PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TCW_LDEV\the architects partnership\lakeville- chase bank\3 Design\CAD\Exhibits\Vacant Parcel\2025-0317 Concept\Lakeville_Vacant Parcel Concept.dwg March 27, 2025 - 1:54pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONKnow what'sbelow. before you dig.Call R NORTH PREPARED FORVACANT PARCELSITE CONCEPT----CHASE BANK- 202NDW AND IDEAL AVETHE ARCHITECTSPARTNERSHIPLAKEVILLEMNDATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16009405611/25/2024AS SHOWNBSKBSKMTL**CONCEPT PLAN IS SHOWN FOR REFERENCE ONLY. CONCEPT PLAN IS NOT TO BE USED IN ANY OTHER CAPACITY UNDER ANY CIRCUMSTANCES. EXHIBIT I Page 261 of 268 EXHIBIT DPage 262 of 268 # Date CommentsChecked By:Revisions Page M of 1Date:3/26/2025PHOTOMETRIC CALCULATIONSDrawn By: JJMJPMC LAKEVILLE, MNLIGHTING LAYOUT- DUE TO CHANGING LIGHTING ORDINANCES IT IS THE CONTRACTORS RESPONSIBILITY TO SUBMIT THE SITE PHOTOMETRICS AND LUMINAIRE SPECS TO THE LOCAL INSPECTOR BEFORE ORDERING TO ENSURE THIS PLAN COMPLIES WITH LOCAL LIGHTING ORDINANCES - THIS LIGHTING DESIGN IS BASED ON INFORMATION SUPPLIED BY OTHERS. CHANGES IN ELECTRICAL SUPPLY, AREA GEOMETRY AND OBJECTS WITHIN THE LIGHTED AREA MAY PRODUCE ILLUMINATION VALUES DIFFERENT FROM THE PREDICTED RESULTS SHOWN ON THIS LAYOUT. - THIS LAYOUT IS BASED ON IES FILES THAT WERE LAB TESTED OR COMPUTER GENERAGED. ACTUAL RESULTS MAY VARY - MH IS OVERALL MOUNTING HEIGHT Luminaire Schedule Symbol Label Qty Part Number Description Calculation Summary Label Units Avg Max Min Avg/Min Max/Min Description 24HR-ENTRY 5'Fc 56.89 86.9 16.2 3.51 5.36 FC TAKEN 5' FROM ENTRY @ 3'-0" AFG SL3 1 24HR-ENTRY 50'Fc 4.21 52.7 2.0 2.11 26.35 FC TAKEN 50' FROM ENTRY @ 3'-0" AFG EACL010E4AF740-DIMMING-D1-FINISH FULL CUTOFF AREA LIGHT ATM 5'Fc 76.71 107.8 24.9 3.08 4.33 SL2 1 EACL010D4AF740-DIMMING0D1-FINISH W/SHIELDFULL CUTOFF AREA LIGHT W/SHIELD FC TAKEN 5' FROM ATM @ 3'-0" AFG ATM 50'Fc 4.00 99.3 0.1 40.00 993.00 SL1-S FC TAKEN 50' FROM ATM @ 3'-0" AFG PROPERTY LINE Fc 0.30 1.0 0.0 N.A. 7 EACL010E4AF740-DIMMING- D1-FINISH W/SHIELDFULL CUTOFF AREA LIGHT W/SHIELD N.A.FC TAKEN @ GRADE SITE Fc 1.51 90.6 0.0 L7R 7 5811SAT20L RECESSED DOWNLIGHT L4-DO 5 9004-W1-RW-LED3090-W-BK-L1-UNV WALL MOUNT DN LIGHT L21-B 1 XTOR6B-W WALL MOUNT FULL CUTOFF HO WALLPACK N.A.N.A.FC TAKEN @ GRADE JPMC PAVEMENT Fc 3.83 90.6 0.6 6.38 151.00 FC TAKEN @ GRADEATM HERITAGE DRIVE DRIVE-UPATMDO NOT ENTERTHRUONLYTONEWAYNO PARKINGSTOPSTOPSTOPSTOPFFE: 982.30±3,395 SF24HR VEST. ENTRYSL1-S MH: 25 SL1-S MH: 25 MH: 25 SL1-SSL1-S MH: 25 SL3 MH: 25 SL1-S MH: 25 SL1-S MH: 25 MH: 25 SL2 L7R MH: 10 L7R MH: 10MH: 10 L7R MH: 10 L7R MH: 9 L4-DO L4-DO MH: 9 MH: 9 L4-DO L4-DO MH: 9 L4-DO MH: 9 L21-B MH: 9 L7R MH: 10 L7R MH: 10 MH: 10 L7R SL1-S MH: 25 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.4 0.4 0.4 0.5 0.4 0.3 0.2 0.3 0.1 0.1 0.1 0.1 0.2 0.3 0.6 0.5 0.3 0.2 0.1 0.2 0.4 0.6 0.7 0.5 0.4 0.2 0.5 0.6 0.8 1.0 0.9 0.7 0.8 0.7 0.5 0.30.40.20.20.10.20.20.40.60.60.40.30.20.20.20.20.40.40.2 0.3 0.5 0.7 0.8 0.40.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.5 0.7 0.7 0.7 0.8 0.6 0.4 0.2 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 0.1 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 0.1 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 0.1 0.1 0.1 0.2 0.2 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 0.1 0.1 0.1 0.2 0.3 0.3 0.3 0.3 0.2 0.2 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 0.1 0.1 0.2 0.3 0.5 0.7 0.6 0.8 0.6 0.4 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.7 1.2 1.2 1.6 1.2 0.6 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.9 1.6 1.4 2.2 1.4 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.5 1.1 2.3 2.4 4.1 2.5 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.5 1.2 2.4 2.3 4.3 2.1 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.5 1.2 2.5 2.6 4.4 2.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.5 1.1 2.0 1.7 2.7 1.6 0.5 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.5 1.1 1.7 1.6 2.1 1.5 0.8 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.6 1.1 1.6 1.6 1.9 1.5 1.0 0.4 0.0 0.1 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.5 1.0 1.7 1.6 2.1 1.6 0.9 0.3 0.1 0.1 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.3 0.3 0.3 0.4 0.2 1.1 2.1 1.9 2.9 2.0 0.7 0.1 0.1 0.2 0.5 0.5 0.4 0.3 0.3 0.4 0.6 0.9 0.9 0.8 0.6 0.5 0.5 0.4 0.4 2.9 2.9 4.5 3.0 0.5 0.1 0.2 0.3 0.8 1.2 1.5 2.5 2.2 2.6 1.6 1.7 1.5 1.6 1.8 2.7 2.2 2.9 2.3 3.4 2.9 4.5 2.5 0.4 0.1 0.2 0.5 1.1 1.8 3.1 4.8 4.7 4.7 3.2 2.8 2.4 2.6 3.4 4.9 4.6 4.6 3.5 4.0 3.2 4.4 3.0 0.8 0.1 0.2 0.5 1.0 1.6 2.3 3.6 3.5 4.1 3.5 3.5 3.1 2.7 3.0 3.5 3.1 3.4 2.7 3.2 2.4 2.7 1.9 0.9 0.2 0.3 0.5 1.0 1.6 2.4 3.6 3.8 4.0 4.0 3.7 3.4 2.8 3.5 3.5 3.2 3.5 3.2 3.3 2.8 2.7 2.1 1.2 0.5 0.2 0.4 0.8 1.2 1.8 3.0 3.7 4.5 5.2 4.8 4.7 3.2 3.3 2.6 2.3 2.6 2.9 2.9 3.0 2.3 1.8 1.0 0.4 0.2 0.3 0.5 0.8 1.3 2.5 3.2 3.9 4.4 3.6 4.5 2.7 2.7 1.7 1.4 1.8 2.7 2.6 3.4 2.2 1.6 0.8 0.3 0.1 0.2 0.4 0.7 1.5 2.9 3.8 4.4 5.1 4.2 4.4 2.7 2.5 1.5 1.2 1.7 3.0 3.3 5.0 3.2 2.0 0.7 0.2 0.1 0.2 0.3 0.5 1.2 2.8 3.7 3.5 4.4 3.6 3.2 2.0 2.0 1.2 1.0 1.5 2.9 3.1 5.1 2.7 1.7 0.6 0.1 0.1 0.2 0.2 0.4 1.1 3.3 5.0 3.7 4.2 3.1 2.5 1.6 1.6 1.1 0.9 1.4 2.8 4.6 14.9 3.2 2.2 0.9 0.3 0.1 0.2 0.2 0.3 0.7 3.0 5.3 3.6 3.9 2.7 2.1 7.6 3.5 0.9 0.4 0.1 0.1 0.2 0.3 0.6 2.9 5.0 3.2 3.3 2.2 16.3 49.1 5.0 1.1 0.5 0.1 0.1 0.2 0.3 1.0 2.8 4.1 3.0 3.2 2.4 20.1 1.9 2.5 1.0 0.5 0.1 0.1 0.2 0.4 1.0 2.1 3.1 3.0 3.7 3.2 3.0 6.1 1.7 1.1 0.6 0.1 0.1 0.2 0.4 1.0 1.8 2.5 2.6 3.4 3.0 2.8 1.9 1.8 1.4 1.7 1.9 72.2 90.6 19.4 2.3 1.4 1.0 0.5 0.0 0.1 0.2 0.3 0.7 1.4 2.2 3.0 4.7 4.5 4.3 2.4 2.0 1.5 1.8 2.3 4.5 5.1 4.8 3.4 1.9 1.3 0.5 0.0 0.1 0.1 0.2 0.5 1.0 1.5 2.0 3.3 2.6 3.1 1.8 1.6 1.2 1.5 1.6 2.7 2.6 2.7 2.3 1.4 1.0 0.4 0.0 0.1 0.1 0.2 0.3 0.6 0.8 0.7 0.7 0.5 0.8 0.8 1.0 0.8 0.9 0.8 0.8 0.4 0.4 0.7 0.7 0.6 0.3 0.0 0.0 0.1 0.1 0.2 0.3 0.3 0.1 0.1 0.1 0.1 0.2 0.4 0.4 0.4 0.2 0.1 0.1 0.1 0.1 0.2 0.3 0.2 0.0 0.0 0.0 0.1 0.1 0.1 0.0 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 0.1 JPMC PAVEMENT FC TAKEN @ GRADE Illuminance (Fc) Average = 3.83 Maximum = 90.6 Minimum = 0.6 Avg/Min Ratio = 6.38 Max/Min Ratio = 151.00 EXHIBIT L Page 263 of 268 EXHIBIT KPage 264 of 268 Page 265 of 268 Page 266 of 268 EXHIBIT L Page 267 of 268 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 March 13, 2025 City of Lakeville 20195 Holyoke Ave. Lakeville, MN 55044 Re: HERITAGE COMMONS 9TH ADDITION The Dakota County Plat Commission met on March 12, 2025, to consider the preliminary plat of the above referenced plat. The plat is adjacent to CSAH 50 (202nd St. W.) and is therefore subject to the Dakota County Contiguous Plat Ordinance. The proposed site is a replat of Outlot A, HERITAGE COMMONS 8TH ADDITION. The plat includes one lot and one outlot. The right-of-way needs for a 4-lane divided roadway are 75 feet of half right of way, which has been met. Restricted access is shown along all of CSAH 50 as dedicated in the plat of HERITAGE COMMONS. The Plat Commission has approved the preliminary and final plat and will recommend approval to the County Board of Commissioners meeting on April 8, 2025. Traffic volumes on CSAH 50 are 7,703 ADT and are anticipated to be 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. 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: EXHIBIT M Page 268 of 268