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03.16.26 Council Packet
Meeting Location: Farmington City Hall, Council Chambers 430 Third Street Farmington, MN 55024 CITY COUNCIL REGULAR MEETING AGENDA Monday, March 16, 2026 7:00 PM Page 1. CALL TO ORDER 7:00 P.M. 2. PLEDGE OF ALLEGIANCE 3. ROLL CALL 4. APPROVE AGENDA 5. ANNOUNCEMENTS / COMMENDATIONS 6. CONSENT AGENDA 6.1. Minutes of the March 2, 2026 City Council Work Session Agenda Item: Minutes of the March 2, 2026 City Council Work Session - Pdf 5 - 8 6.2. Minutes of the March 2, 2026 Regular City Council Meeting Agenda Item: Minutes of the March 2, 2026 Regular City Council Meeting - Pdf 9 - 16 6.3. Minutes of the March 5, 2026 Special City Council Work Session Agenda Item: Minutes of the March 5, 2026 Special City Council Work Session - Pdf 17 - 22 6.4. Payment of Claims Agenda Item: Payment of Claims - Pdf 23 - 24 Payment of Claims 6.5. Staff Approvals and Recommendations Agenda Item: Staff Approvals and Recommendations - Pdf 25 6.6. Amendment to AIA Owner / Architect Agreement with JLG Architects for City Hall Project Agenda Item: Amendment to AIA Owner / Architect Agreement with JLG Architects for City Hall Project - Pdf 26 - 31 Page 1 of 176 6.7. Plans and Specifications and Authorize the Advertisement for Bids for the Willow Street MSA Improvements Agenda Item: Plans and Specifications and Authorize the Advertisement for Bids for the Willow Street MSA Improvements - Pdf 32 - 34 6.8. Professional Services Agreement with WSB for a Citywide Speed Limit Study Agenda Item: Professional Services Agreement with WSB for a Citywide Speed Limit Study - Pdf 35 - 48 7. PUBLIC HEARINGS 7.1. Ordinance Amending Charges and Fees for Licenses, Permits, or Other City Approvals and Services for Calendar Year 2026 Hold a public hearing and pass Ordinance 2026-002 Amending Charges and Fees for Licenses, Permits, or Other City Approvals and Services for Calendar Year 2026. Agenda Item: Ordinance Amending Charges and Fees for Licenses, Permits, or Other City Approvals and Services for Calendar Year 2026 - Pdf 49 - 86 8. AWARD OF CONTRACT 8.1. Agreement for Services with Hoisington Koegler Group, Inc. for the 2050 Comprehensive Plan Update Authorize the following actions: 1. Signing of the attached agreement for services with Hoisington Koegler Group, Inc. for the 2050 Comprehensive Plan Update. The agreement accounts for work already completed by Hoisington Koegler Group, Inc. as part of the recent comprehensive plan amendment. 2. Amending the 2026 budget to include an additional $20,000 to the Professional Services line item in the Planning Department's budget. Agenda Item: Agreement for Services with Hoisington Koegler Group, Inc. for the 2050 Comprehensive Plan Update - Pdf 87 - 101 9. PETITIONS, REQUESTS AND COMMUNICATIONS 9.1. Preliminary Plat and Preliminary Planned Unit Development Approval; Amending the Zoning Ordinance and Rezoning the Development; and Amending the 2040 Comprehensive Plan - for the Development Known as Sawyer Glenn Approve the following actions by three separate motions: 102 - 166 Page 2 of 176 1. Adopt Resolution 2026-023 Approving the Sawyer Glenn Preliminary Plat and Preliminary Planned Unit Development, subject to the following conditions a. The satisfaction of all engineering comments/requirements including plans for grading, stormwater, and utilities. b. Approval of the rezoning of a portion of the Sawyer Glenn development area from R-3 (Medium Density Residential) to R-2 (Low/Medium Density Residential). c. Approval of comprehensive plan amendments to land use, MUSA designation, and development staging timeframe by the Metropolitan Council. 2. Pass Ordinance 2026-003 Amending Title 10 of the Farmington City Code, the Farmington Zoning Ordinance, Rezoning the Development Known as Sawyer Glenn from A-1 (Agriculture) to R-2 (Low/Medium Density Residential). 3. Adopt Resolution 2026-022 Approving the 2040 Comprehensive Plan Amendments to the Future Land Use Guidance, MUSA Staging and Development Staging for the Development Known as Sawyer Glenn. Agenda Item: 1. Preliminary Plat and Preliminary Planned Unit Development - Sawyer Glenn2. Rezoning of the Sawyer Glenn Development Property from A-1 - Pdf 10. UNFINISHED BUSINESS 11. NEW BUSINESS 11.1. Resolution Authorizing to Request Funding from the Environmental and Natural Resources Trust Fund Adopt Resolution 2026-021 Authorizing Approval for the City of Farmington to Request Funding from the Environmental and Natural Resources Trust Fund - for the North Creek Greenway Trails and Trailhead Construction Project. Agenda Item: Resolution Authorizing to Request Funding from the Environmental and Natural Resources Trust Fund - Pdf 167 - 171 11.2. Designation of Acting Mayor for the Remainder of 2026 Motion to appoint Councilmember Jake Cordes as Acting Mayor for the remainder of calendar year 2026 and through his 2027 appointment as Acting Mayor, effective March 16, 2026 through December 31, 2027. Agenda Item: Designation of Acting Mayor for the Remainder of 2026 - Pdf 172 - 173 11.3. Declaration of Vacancy – City Council Seat (Nick Lien) Make a motion to declare the City Council seat previously held by Nick Lien vacant and direct staff to open the application process for 174 - 176 Page 3 of 176 interested residents in accordance with the proposed timeline. Agenda Item: Declaration of Vacancy – City Council Seat (Nick Lien) - Pdf 12. CITIZENS COMMENTS / RESPONSES TO COMMENTS (This time is reserved for citizen comments regarding non-agenda items. No official action can be taken on these items. Speakers are limited to five minutes to address the city council during citizen comment time.) 13. CITY COUNCIL ROUNDTABLE 14. ADJOURN Page 4 of 176 REGULAR COUNCIL AGENDA MEMO To: Mayor, Councilmembers and City Administrator From: Shirley Buecksler, City Clerk Department: Administration Subject: Minutes of the March 2, 2026 City Council Work Session Meeting: Regular Council - Mar 16 2026 INTRODUCTION: For review are the minutes of the March 2, 2026 City Council Work Session. ACTION REQUESTED: Approve the minutes of the March 2, 2026 City Council Work Session. ATTACHMENTS: 03.02.26 Work Session Minutes Page 5 of 176 Work Session Minutes of March 2, 2026 Page 1 of 3 City of Farmington City Council Work Session Minutes Monday, March 2, 2026 The City Council met in a work session on Monday, March 2, 2026, at Farmington City Hall, 430 Third Street, Farmington, Minnesota. 1. CALL TO ORDER Acting Mayor Lien called the meeting to order at 5:30 pm. Members Present: Acting Mayor Nick Lien Councilmembers Holly Bernatz, Jake Cordes, and Steve Wilson Members Absent: None Staff Present: Lynn Gorski, City Administrator David Chanski, Assistant City Administrator/HR Director Amy Schmidt, City Attorney Deanna Kuennen, Economic & Community Development Director Kim Sommerland, Finance Director Kellee Omlid, Parks & Recreation Director Nate Siem, Police Chief John Powell, Public Works Director/City Engineer Melissa Geis, Building Permit Technician Shirley Buecksler, City Clerk 2. APPROVE AGENDA Motion was made by Councilmember Bernatz and seconded by Councilmember Cordes to approve the agenda, as presented. Motion carried: 4 ayes / 0 nays 3. DISCUSSION ITEMS 3.1 Discussion on Mayor Vacancy The City Council accepted the resignation of Mayor Hoyt and announced the vacancy of his mayoral term on February 17. The City Council is obligated to appoint an individual to the position of Mayor. That individual can be a current member of the City Council or a qualified member of the public. As the current mayoral term has more Page 6 of 176 Work Session Minutes of March 2, 2026 Page 2 of 3 than two years remaining, the appointee shall serve until a special election can be held for the unexpired portion of the term. The City Council took questions from resident David Pritzlaff and provided answers. David Pritzlaff recommended to Council that they have the open Council seat application period for three days rather than the recommended 13 days. Following discussion of the mayoral vacancy, the City Council unanimously agreed to appoint Nick Lien to serve as Mayor until a special election is held in November and the results are certified. Direction to Staff: • By resolution on tonight’s regular Council agenda, appoint Nick Lien as Mayor. A blank resolution has already been included on the agenda under Item 12.1; City Clerk shall add Mayor Nick Lien to the resolution for approval. • March 16th agenda – by resolution, declare a vacancy for Councilmember. • March 17th – open the application process and advertise with a deadline to apply by March 30th at 4 pm. All applicants will be interviewed if they are a qualified member of the public (at least 21 years of age and a resident of the city of Farmington). Staff will review applications and contact applicants to schedule interviews. • April 6th – tentative date for mayoral candidate interviews, followed by Council deliberation. • April 20th – the new appointed Councilmember will be sworn in and take their seat at the Council table. 4. COUNCIL COMMITTEE UPDATE Councilmember Bernatz: upcoming Airlake Advisory Committee meeting. Councilmember Wilson: Fire Relief Association meeting will be on March 19th. Acting Mayor Lien: Dakota 911 meeting was last Thursday. Dakota County Commissioner Mike Slavik was elected as the new Chair of the Dakota 911 board. 5. CITY ADMINISTRATOR UPDATE Administrator Gorski introduced Melissa Geis to the City Council. Her appointment to City Clerk is on tonight’s regular agenda for approval, and her start date is April 20th. Page 7 of 176 Work Session Minutes of March 2, 2026 Page 3 of 3 6. ADJOURNMENT Motion was made by Councilmember Wilson and seconded by Councilmember Bernatz to adjourn the meeting at 6:21 pm. Motion carried: 4 ayes / 0 nays Respectfully submitted, Shirley R Buecksler City Clerk Page 8 of 176 REGULAR COUNCIL AGENDA MEMO To: Mayor, Councilmembers and City Administrator From: Shirley Buecksler, City Clerk Department: Administration Subject: Minutes of the March 2, 2026 Regular City Council Meeting Meeting: Regular Council - Mar 16 2026 INTRODUCTION: For approval are the minutes of the March 2, 2026 Regular City Council meeting. ACTION REQUESTED: Approve the minutes of the March 2, 2026 Regular City Council meeting. ATTACHMENTS: 03.02.26 Council Minutes Page 9 of 176 Regular City Council Meeting Minutes of March 2, 2026 Page 1 of 7 City of Farmington Regular Council Meeting Minutes Monday, March 2, 2026 The City Council met in regular session on Monday, March 2 , 2026, at Farmington City Hall, 430 Third Street, Farmington, Minnesota. 1. CALL TO ORDER Acting Mayor Lien called the meeting to order at 7 pm. 2. PLEDGE OF ALLEGIANCE Acting Mayor Lien led everyone in the Pledge of Allegiance. 3. ROLL CALL Members Present: Acting Mayor Lien Councilmembers Holly Bernatz, Jake Cordes, and Steve Wilson Members Absent: None Staff Present: Lynn Gorski, City Administrator David Chanski, Assistant City Administrator Amy Schmidt, City Attorney arrived at 7:04 pm Deanna Kuennen, Economic & Community Development Director Kim Sommerland, Finance Director Kellee Omlid, Parks & Recreation Director Nate Siem, Police Chief John Powell, Public Works Director Melissa Geis, Building Permit Technician Shirley Buecksler, City Clerk 4. APPROVE AGENDA Councilmember Wilson request ed Item 7.1 on the Consent Agenda be moved to New Business as Item 12.2 and that the remainder of the Consent Agenda be renumbered. City Administrator Gorski requested that Item 5.1 be pulled and postponed to a future date. Page 10 of 176 Regular City Council Meeting Minutes of March 2, 2026 Page 2 of 7 Motion was made by Councilmember Wilson and seconded by Councilmember Bernatz to approve the agenda as amended by Councilmember Wilson and City Administrator Gorski. Motion carried: 4 ayes / 0 nays 5. ANNOUNCEMENTS / COMMENDATIONS 5.1 Swearing In Police Department Personnel – this item was pulled from the agenda and postponed to a fut ure date. 6. CITIZENS COMMENTS / RESPONSES TO COMMENTS The following citizen(s) addressed the Council: • David Seaberg, Farmington • David Pritzlaff, Farmington • Casey Nelson, city/township not stated • Katie, city/township not stated 7. CONSENT AGENDA 7.1 Amend City Council By-Laws – this item was moved to New Business as Item 12.2 7.1 Application for Gambling Exempt Permit for Farmington Rotary Club 7.2 Master Subscription Agreement with DaMarco Solutions, LLC for Safety Data Sheet Management 7.3 Minutes of the February 2, 2026 Regular City Council Meeting 7.4 Minutes of the February 17, 2026 Special Council Work Session 7.5 Minutes of the February 17, 2026 Regular City Council Meeting 7.6 Temporary On-Sale Liquor License Application for Corinthian Masonic Lodge No. 67 for April 11, 2026 7.7 Consent to Assignment of Development Contract 7.8 Payment of Claims 7.9 Staff Approvals and Recommendations: appointment of Derrik Pelant as Police Officer 7.10 Final Payment for Rambling River Center Project 7.11 Professional Services Agreement with Bolton & Menk for Jim Bell Park and Preserve Trail Project 7.12 First Amendment to Communication Site Lease Agreement With Option for T-Mobile Central Motion was made by Councilmember Wilson and seconded by Councilmember Cordes to approve the Consent Agenda, as amended. Motion carried: 4 ayes / 0 nays Page 11 of 176 Regular City Council Meeting Minutes of March 2, 2026 Page 3 of 7 8. PUBLIC HEARINGS 9. AWARD OF CONTRACT 10. PETITIONS, REQUESTS AND COMMUNICATIONS 11. UNFINISHED BUSINESS 12. NEW BUSINESS 12.1 Appointment of Mayor Following Resignation of Mayor Hoyt Motion was made by Councilmember Wilson and seconded by Councilmember Bernatz to adopt Resolution 2026-019 Appointing Nick Lien to the Office of Mayor of the City of Farmington, effective immediately, to serve until a successor is elected on November 3, 2026 and the election has officially been certified. Motion carried: 4 ayes / 0 nays 12.2 Amend City Council By-Laws (moved to New Business from Consent Agenda) Motion was made by Councilmember Bernatz and seconded by Councilmember Wilson to approve an amendment to Section IV of the City Council By-Laws to relocate the Citizen Comments section to follow New Business in the Order of Business, as discussed at the February 17, 2026 Work Session, and to approve the revised agenda format as presented. Motion carried: 4 ayes / 0 nays 13. CITY COUNCIL ROUNDTABLE City Attorney Schmidt : earlier in February, I had the opportunity to meet with the Parks and Recreation Commission and talk to them about the Open Meeting Law and how that affects the performance of their duties. I had a really good time meeting them. Councilmember Bernat z told Mayor Lien that she really appreciates his commitment to Farmington. I am very grateful to you and, by extension, to your family for their support and seeing you in this role. Councilmember Bernatz also shared successes by a lot of Farmington kids in the last couple of weeks, which included opportunities to head to State, and a few wrestlers that did an exceptional j ob and were awarded State title. We had Page 12 of 176 Regular City Council Meeting Minutes of March 2, 2026 Page 4 of 7 some that put all they had to give onto the court, the ice, or the mat – and maybe did not come out with a medal but gave it everything they had, and they should be very proud of that. We also had a very successful Cabaret weekend for Farmington High School Choir. Councilmember Bernatz sai d she is grateful for the community members and the support they give to our kids. Councilmember Cordes thanked Mayor Lien for his willingness to step out of his comfort zone and step up into this new role during this time of transition . Councilmember Cordes added to Councilmember Bernatz’s comments about our students. In addition to the basketball, the hockey, the wrestlers, and the boys swim team attended State, as well. The 200 Free Relay Team broke their own record. Congratulations to all of our students who completed their winter season. Councilmember Wilson said he appreciates Mayor Lien and that he is very honest and thoughtful in his approach to how he serves. Councilmember Wilson said we approved, on the Consent Agenda, improvements to Jim B ell Park Trail in a partnership between the City and Dakota County. We have 52 miles of trail in this community that are widely used and among our most popular amenities. Councilmember Wilson thanked every resident who came up to speak. It’s nice when we have the public engage with us and provide respectful comments to us. City Administrator Gorski thanked everyone for their comments tonight during the work session to appoint Nick as Mayor and described the process for the vacant Council seat. The vacancy will be declared at the next City Council meeting, then the City Council can either appoint someone, or they can run an application process. At the work session tonight, Council decided to run a process that includes: March 16: City Council will declare a vacancy on the Council. March 17 – 30: Application period; closes at 4 pm on March 30. April 6: (Tentative) date for the City Council to conduct interviews. City Administrator Gorski encouraged anyone that has questions about the data center process that we’ve gone through as of today – all of the step-by- step process is on the City’s website under the main page, then Project Updates, and Development Project – Data Centers. Project Updates | Farmington, MN (https://www.farmingtonmn.gov/428/Project -Updates). As of right now, we do not have a project in front of us. What we have done is the Page 13 of 176 Regular City Council Meeting Minutes of March 2, 2026 Page 5 of 7 City Council approved some plats and the PUD (Planned Unit Development), but that is just to identify minimums, if a specific project does come in front of Council. But, as of right now, there is nothing for Council to approve that is in front of them. City Clerk Buecksler thanked the Council for approving the appointment of Melissa Geis to City Clerk. I couldn ’t be happier for Melissa to take over my position. She is such a kind and happy person and will be a fantastic City Clerk. If it weren’t for health issues, I would probably be here for another ten or more years because I love this job and Team Farmington so much. Congratulations, Melissa, I hope you love this job even more than I do. Assistant City Administrator Chanski thanked the Council and congratulated Melissa on her pending promotion. She will become the City Clerk effective April 20th, with Shirley officially retiring on April 23 rd. When we have the opportunity to promote from within, it ’s a lot of fun, especially in local government where there is not always opportunity to move up within your organization. Sometimes you have to move around. The City received over a hundred applications. After a multi-phase interview process, we came to the decision that Melissa was the best person for this position , and we couldn’t be happier to have her on board. Melissa started with the City as a temp, then she became an Admin Specialist, and then moved over to her current position as a Building Permit Technician. It’s been exciting for many Team Farmington members to see Melissa move along in the organization. I look forward to working with Melissa for many years to come. Assistant City Administrator Chanski said the promotion for Derrick Pelant from ICPOET Cadet to Patrol Officer was also approved on the Consent Agenda tonight. He will begin field training later this week. Director Kuennen said she has appreciated working with Nick as Councilmember and looks forward to working with him as the Mayor. Thank you for stepping into this position. Director Kuennen said Melissa has been a true asset to Team Farmington, especially to the Community Development Department and the Building Department. She will be missed with us, but I am thrilled for the organization. This is absolutely the best thing that could happen for this organization and Team Farmington. Congratulations, Melissa. Director Powell said the industrial park ditch cleaning process is well underway and they have completed cleaning of the farm field area and along the north border of Northern Natural Gas’ property. We expect, in the next couple of Page 14 of 176 Regular City Council Meeting Minutes of March 2, 2026 Page 6 of 7 days, that they will be inside the fence at Northern Natural Gas cleaning the ditch in that area. Director Powell said, with the warm weather and melting, we will be out sweeping if we have any clear curb lines. Director Powell also mentioned an Engineering Technic ian position that is currently open and posted. Director Omlid said we are moving into the next phase of the Rambling River Center Skate Park. A design survey selection was posted last Friday to the City’s website and social media. Spohn Ranch has developed three conceptual design options for the project. We encourage all to review the proposed concepts and complete the online survey to share their preference. Feedback will play an important role in guiding the final design selection for construction. The survey will remain open through Sunday, March 8th. Police Chief Siem said we had a traffic collision involving a squad car tonight. He wanted to inform everyone here that CR 50 and Highway 3 is currently blocked with two vehicles on scene. Mayor Lien said Cabaret was incredible and commented on the gem we have in Farmington, whether it’s musicals, the choir, the band, or anything we have with the arts. Their talent is incredible. Mayor Lien thanked a resident who took the time to text him a few nights ago with a simple update about a meeting they wanted to have with Tract and the Coalition. The resident was willing to break that communication barrier where it was just one-on-one communication, and I think that ’s the key to all of this. Let’s have these one-on-one conversations where we’re talking about specific needs and specific concerns one by one, not these conditions of person against panel or Tract against the Coalition. It’s only going to get defensive behaviors out of all of us. We’re not going to progress through something unless we have difficult one-on-one productive conversations. So, thank you for taking that first step, and I hope we can build on that. 14. ADJOURNMENT Motion was made by Councilmember Cordes and seconded by Councilmember Bernatz to adjourn the meeting at 7:48 pm. Motion carried: 4 ayes / 0 nays Page 15 of 176 Regular City Council Meeting Minutes of March 2, 2026 Page 7 of 7 Respectfully submitted, Shirley R Buecksler City Clerk Page 16 of 176 REGULAR COUNCIL AGENDA MEMO To: Mayor, Councilmembers and City Administrator From: Shirley Buecksler, City Clerk Department: Administration Subject: Minutes of the March 5, 2026 Special City Council Work Session Meeting: Regular Council - Mar 16 2026 INTRODUCTION: For Council approval are the minutes of the March 5, 2026 Special City Council Work Session. ACTION REQUESTED: Approve the minutes of the March 5, 2026 Special City Council Work Session. ATTACHMENTS: 03.05.26 Special Work Session Minutes Page 17 of 176 Special Work Session Minutes of March 5, 2026 Page 1 of 5 City of Farmington Special City Council Work Session Minutes Thursday, March 5, 2026 The City Council met in a work session on Thursday, March 5, 2026, at Farmington City Hall, 430 Third Street, Farmington, Minnesota. 1. CALL TO ORDER Mayor Lien called the meeting to order at Noon. Members Present: Mayor Nick Lien Councilmembers Holly Bernatz and Jake Cordes Members Absent: Councilmember Steve Wilson Staff Present: Lynn Gorski, City Administrator David Chanski, Assistant City Administrator/HR Director Amy Schmidt, City Attorney Deanna Kuennen, Economic & Community Development Director Kim Sommerland, Finance Director Matt Price, Fire Chief Kari Kubicek, Grant Writer Josh Solinger, Liquor Operations Manager Kellee Omlid, Parks & Recreation Director Nate Siem, Police Chief Andrew Van Dorn, Police Captain Bob Sauter, Police Captain John Powell, Public Works Director/City Engineer Kari Kubicek, Grant Writer Also Present: Paul Omodt, Professor, University of St. Thomas 2. APPROVE AGENDA Motion was made by Councilmember Bernatz and seconded by Councilmember Cordes to approve the agenda, as presented. Motion carried: 3 ayes / 0 nays 3. DISCUSSION ITEMS 3.1 Discussion on Goals and Priorities for 2026 / 2027 The City Council held their annual Strategic Planning meeting with department Staff to discuss goals and priorities. Page 18 of 176 Special Work Session Minutes of March 5, 2026 Page 2 of 5 2026 / 2027 Pillars Quality Business Grown & Retention o Enhance business activities o Positively position Farmington to welcome, support, and attract development o Maintain and grow relationships Community Engagement o Increase transparency in City government o Communicate effectively o Enhance outreach and create tools to encourage resident engagement o Be present and responsive Infrastructure Support o Provide the highest level of core service delivery o Meet industry standards for CIP Employee Engagement / Culture / Wellness o Ensure all employees feel empowered, valued, and appreciated o Promote employee collaboration o Create a respectful and trusting work environment Discussion: The City Council would like Staff to bring department successes and awards to celebrate with the Council, along with a presentation. Then share it with the community where all residents can see it. 2025 Council Priorities 1. Police Department Expansion 2. Combination Full-Time/Paid-on-Call and Fire Station Expansion 3. Street Reconstruction and Maintenance / Water and Sewer Expansion 4. Building Maintenance and Upgrades 5. Trail Construction and Maintenance 6. Maintenance Facility Expansion 7. Ice Arena Department Goals and Priorities Police Department • Electric and gas franchise fees. The City Council is in favor of moving forward with the Police Department expansion, is Page 19 of 176 Special Work Session Minutes of March 5, 2026 Page 3 of 5 interested in finding resources for funding, and would like to see what the next steps are regarding franchise fees. Continue to pursue this as a tool. Fire Department • Adequate Staff and Paid-on-Call Staff. In the past month, the addition of full-time Fire Staff has already paid off with much lower response times. Having full-time Fire Staff has also reduced Police time when waiting for medical assistance to arrive on scene. • Administrative Assistant. This position will help relief time spent on data by both the Fire Chief and Deputy Fire Chief. • Fire Station Assessment in 2027. • Two-Day Citizen’s Academy. Public Works • Timely implementation of infrastructure expansion/ rehabilitation projects to meet CIP and new development needs. • Emphasize water conservation and evaluate re-use options to reduce our existing and future water demand. • Complete a citywide streetlight inventory and cost analysis to guide future procurement, maintenance, and replacement in time for the 2027-2031 CIP. Council would like to look at what we want our streetlights to look like and also have a conversation about dark sky. Parks and Recreation • Finish skate park design and construction. • Complete and identify needs at Depot Way Art Park. • City Hall Projects. Include egress issue on the second floor, and masonry blocks coming out on the south side of the building. Community Development • Building Department transition to BS&A. Will go live mid-June. • Update to the Zoning Code is wrapping up. • Kick-Off to the Comprehensive Plan 2050. Zoning Code cleanup is moving forward; discussion of the Comprehensive Plan at the March 19th Joint Planning Commission/City Council Work Session; and adoption in 2028. Finance • Assistant Finance Director needed. Staff size has not changed in 30 years, and accounting standards have tripled since 2000. • Update policies. Page 20 of 176 Special Work Session Minutes of March 5, 2026 Page 4 of 5 IT • Wi-Fi at Parks: Fair Hills, Hill Dee, and Fairfield Estates. • Policies: 25 to be adopted and approved for audit. • Security Services. Liquor Operations • Staffing. An additional two full-time employees are necessary for more stability; City Council is in support. Human Resources • New Human Resources Manager has made a big difference. • Update the Personnel Policy. • Improve general processing. • Compensation and Classification Study. • Improving employee wellness. Communications • Create informational and educational content. • Interviews for Video Content Specialist for the cable commission. • Create a strategic communications plan and a project communications plan. • Communications Manager for 2027 budget. • Citizen’s/Communications Academy. Similar to a Civics 101 course; educational and community champions; the first would be a pilot program. • Accessibility requirements. Must be completed by 2027. Administration • Grant project activity was shared. • Representation is needed at the State level. Paul Omodt provided a presentation for the City Council and Staff. City Council discussion: a. Public understanding and sharing different things that are happening in Farmington. Capture a component or snip-it of the meeting and share it. Have a monthly theme, such as educating the public on the consent agenda and how it’s used. b. Videos to capture what government does and build more trust, such as themes, consent agenda, work sessions, routine jobs, transparency, and the responsibility of a Councilmember. City Administrator Gorski said a follow-up meeting will be scheduled. Page 21 of 176 Special Work Session Minutes of March 5, 2026 Page 5 of 5 4. ADJOURNMENT Motion was made by Councilmember Bernatz and seconded by Councilmember Cordes to adjourn the meeting at 4:19 pm. Motion carried: 3 ayes / 0 nays Respectfully submitted, Shirley R Buecksler City Clerk Page 22 of 176 REGULAR COUNCIL AGENDA MEMO To: Mayor, Councilmembers and City Administrator From: Kim Sommerland, Finance Director Department: Finance Subject: Payment of Claims Meeting: Regular Council - Mar 16 2026 INTRODUCTION: Minnesota Statutes require that all claims for payment be presented to the City Council for review and approval. DISCUSSION: The City Council has established a process to review and approve claims for payment at each regular meeting. The list of claims for the period of 02/24/2026 to 03/11/2026 is being presented for consideration, ensuring compliance with State law and maintaining proper financial oversight. BUDGET IMPACT: The claims paid will reduce the available budget for the accounts listed in the detailed report provided to the Council. ACTION REQUESTED: Approve payment of claims. ATTACHMENTS: Council Ck Summary 03162026 Page 23 of 176 CLAIMS FOR APPROVAL 02/24/2026 - 03/11/2026 CHECK PAYMENTS 785,925.06$ ELECTRONIC PAYMENTS 976,112.58$ TOTAL 1,762,037.64$ The City Council receives a detail list of claims paid that is available to the public upon request. CITY OF FARMINGTON SUMMARY PAYMENT OF CLAIMS March 16, 2026 Page 24 of 176 REGULAR COUNCIL AGENDA MEMO To: Mayor, Councilmembers and City Administrator From: Samantha Hazelrigg, Human Resources Manager Department: HR Subject: Staff Approvals and Recommendations Meeting: Regular Council - Mar 16 2026 INTRODUCTION: Staff is recommending the appointment of Shane Van Dusartz as Public Works Maintenance Worker. DISCUSSION: Staff recommends the appointment of Shane Van Dusartz to the position of Public Works Maintenance Worker for the City of Farmington. Shane holds an Associate of Applied Science degree in Heavy Construction Equipment Technology from Dakota County Technical College. He brings a strong technical background with experience as a Heavy Equipment Technician, Diesel Mechanic, and Marine & Small Engine Mechanic, and has most recently been working as a Heavy Equipment Operator. Shane's education and hands-on experience make him well qualified for this role and a strong addition to the Public Works Team. BUDGET IMPACT: Included in the 2026 budget. ACTION REQUESTED: Approve the appointment of Shane Van Dusartz as Public Works Maintenance Worker. Page 25 of 176 REGULAR COUNCIL AGENDA MEMO To: Mayor, Councilmembers and City Administrator From: Kellee Omlid, Parks & Recreation Director Department: Parks & Recreation Subject: Amendment to AIA Owner / Architect Agreement with JLG Architects for City Hall Project Meeting: Regular Council - Mar 16 2026 INTRODUCTION: At the December 1, 2025 City Council meeting, the Council approved an AIA Owner / Architect Agreement with JLG Architects for the City Hall Project. This project included construction drawings to address the exiting and work area security issues, as well as schematic design to improve layout efficiency on the second floor. JLG Architects completed the project and delivered all required materials to the City on schedule. The original project is now complete. During the project, City Staff and JLG Architects discussed converting an existing storage room into two offices. However, further evaluation of this option and preparation of construction documents were not included in the original project scope. DISCUSSION: Staff contacted JLG Architects to determine whether this additional work could be added. City Staff and JLG Architects met to review and confirm the proposed scope. The project would divide the existing storage room into two offices. The scope also includes an the from offices new the of control thermal the separate to option alternate surrounding open office area, along with an updated cost estimate. JLG Architects will prepare construction drawings that include, but are not limited to, an updated life safety plan, updated floor plan showing the work area, enlarged floor plan and reflected ceiling plan of the scope area, updated wall sections, as required for code compliance and to indicate design intent, and any updated outline specifications and door schedule. JLG Architects will also provide updated construction cost estimates for the two new offices and the alternate option to separate thermal control from the surrounding open office area. Page 26 of 176 Upon completion of the construction drawings, Staff will solicit quotes from contractors to complete both the improvements identified in the original project and the additional scope described above. Attached is an Amendment to the AIA Owner / Architect Agreement with JLG Architects, which includes the proposal for this additional work. BUDGET IMPACT: The cost for JLG Architects’ professional services for this project is a lump-sum fee of $8,075. This work was not included in the originally adopted budget, and a budget amendment is required. The expense will be funded from the available fund balance within the Building Maintenance Fund. ACTION REQUESTED: Approve the attached Amendment to the AIA Owner / Architect Agreement with JLG Architects for the City Hall Project and amend the budget accordingly. ATTACHMENTS: Amendment with JLG Architects JLG Proposal for Additional Scope 2026 JLG Hourly Compensation Expenses Page 27 of 176 DR A F T Document G802®–2017 Amendment to the Professional Services Agreement AIA Document G802 –2017.Copyright ©2000,2007 and 2017.All rights reserved.“The American Institute of Architects,”“American Institute of Architects,” “AIA,”the AIA Logo,and “AIA Contract Documents”are trademarks of The American Institute of Architects.This draft was produced at 10:37:36 CDT on 03/12/2026 under Subscription No.20240078376 which expires on 11/14/2026,is not for resale,is licensed for one-time use only,and may only be used in accordance with the AIA Contract Documents®Terms of Service.To report copyright violations,e-mail docinfo@aiacontracts.com. User Notes:(69b2dd65fc5b9c8198da2a88) 1 PROJECT: (name and address)AGREEMENT INFORMATION: AMENDMENT INFORMATION: 250303 -Farmington City Hall Study &Remodel Date: December 01,2025 Amendment Number: 001 Date: March 12,2026 OWNER: (name and address)ARCHITECT: (name and address) City of Farmington JLG Architects Minnesota Municipal Corporation,430 Third Street Farmington,MN 55024 710 S.2nd Street,8th Floor Minneapolis,MN 55401 The Owner and Architect amend the Agreement as follows: The City of Farmington wants to JLG to divide an existing storage room into two offices with new entries and separate thermal control from the adjacent zone. The Architect’s compensation and schedule shall be adjusted as follows: Compensation Adjustment: $8,075.00 Schedule Adjustment: 2 weeks design and documentation. 0c71a38e ARCHITECT (Signature) BY:Ben Lindau,Principal Architect (Printed name,title,and license number if required) 4144 Date d3dfef8c OWNER (Signature) BY:Kellee Omlid,Parks &Recreation Director (Printed name and title) 9bb3 Date Page 28 of 176 JLG Architects | Salim Makhoul 710 S 2 nd Street | Minneapolis, MN 55401 | p.612.436.4003 | smakhoul@jlgarchitects.com v:\25\250303\1-3 - project administration\1 - owner\250303 additional services proposal 030926 farmington city hall study & remodel -draft.docx Page 1 of 2 Dear Kellee: Thank you for considering JLG Architects for this additional scop e. Based on the information provided in our online meeting which took place on 01/26/2026 and subsequent email exchange, we have developed the following additional services scope of work for inclusion in an AIA Owner-Architect Agreement Amendment. PROJECT TEAM OWNER: City of Farmington, MN ARCHITECT: JLG Architects CONSULTANTS: CMTA PROGRAM NA BUDGET To be determined by the City of Farmington SCOPE OF WORK Demising Room #238 which is designated as a Finance Storage Room, to two new offices. The work includes the option to separate the new offices thermal control from the surrounding open office a rea as alternate and an updated cost estimate. Pre-Design and Site Analysis Phase NA Schematic Design Phase - NA Design Development Phase NA Construction Documents Phase – Life-safety & Security Correction Description of work: The construction documents shall contain all data the Architect deems necessary to produce the intended aesthetic effect of the Project, describe locations, dimensions and types of materials, and obtain the approval of government al authorities. • Updated Life Safety Plan • Updated Floor Plan showing the work area • Updated Demolition Floor Plan as required • Enlarged Floor Plan & Reflected Ceiling Plan of the scope area PROPOSAL – EXHIBIT A City of Farmington, MN RE: Proposal for Additional Services March 09, 2026 250303 Farmington City Hall Study & Remodel To: CC: ☒ ☐ Kellee Omlid Parks & Recreation Director City of Farmington, MN ☐ ☒ Joshua Lawrenz Building Official City of Farmington, MN ☐ ☒ Ben Lindau Principal Architect JLG Architects Page 29 of 176 Page 2 of 2 • Interior Elevation & Section as needed • Updated Wall section s/wall types, as required for code compliance and to indicate design intent • Details as required for code compliance and to indicate design intent • Any updated Outline Specifications & Door Schedule • Updated Construction Cost Estimate to including the two new offices and alternate • One online design coordination meeting is included. Additional meetings if requested by the Owner will be billed hourly. Contract Administration Phase NA OWNER RESPONSIBILITIES Provide necessary information in a timely manner, including, but not limited to: • Design feedback and direction • Bidding, Negotiation and General Contractor selection • Construction Administration SCHEDULE To be coordinated with the Owner based on a preferred project commencement date . It is anticipated that the Construction Documentation of the two new rooms will take (2) weeks to complete. COMPENSATION Construction Documents Additional S ervices: JLG Architects is proposing a Lump-sum compensation to complete the additional work as described above in the amount of 8,075$. REIMBURSABLE EXPENSES All documents will be delivered electronically. Travel by JLG Architects to the project site is NOT included in the fixed compensation amount. Any additional work, services or requests to travel to the project site will be billed on hourly rate and expensed to the Owner in addition to any associated reimbursable fees. Additional services or costs will NOT be incurred without the Owner’s prior approval . OTHER • Drawings, specifications and other documents prepared by the Architect are instruments of the Architect’s service and are for the Owner’s use with respect to this Project. The Architect shall retain all common law, statutory and other reserved rights, including the copyright. • The Owner shall provide professional credit for the Architect in the Owner’s promotional materials for the Project and aptly credit any/all drawings, renderings and other documents by including JLG’s logo or otherwise crediting JLG Architects by name in wr iting ATTACHMENTS Exhibit C JLG Hourly Compensation Expenses . END OF PROPOSAL EXHIBIT Page 30 of 176 Schedule of Hourly Compensation (As of 1/1/2026) $400/hour Principal Architect - Senior Principal Practice Leader - Senior Principal Practice Leader $290/hour Principal Architect Principal Project Designer $270/hour Practice Studio Specialist - Senior Project Manager - Senior Project Architect - Senior Project Designer - Senior Project Assistant - Senior Technical Assistant - Senior Construction Services - Senior $230/hour Project Designer III $215/hour Interior Designer - Senior Construction Services III Technical Assistant III Project Assistant III Project Manager II Project Architect II Project Designer II Studio Architect II $190/hour Technical Assistant II Construction Services II Project Assistant II Project Architect I $180/hour Interior Designer III Project Technician III Project Manager I Studio Architect I $160/hour Interior Designer II Project Technician II Project Designer I Job Captain $140/hour Project Associate II $125/hour Interior Designer I Project Associate I Project Technician I Technical Assistant I Project Assistant I Construction Services I $90/hour Student Intern EXHIBIT C Reimbursable Expensen Charges Cost Per Sheet Standard P Size (Inches) Standard Glossy Marketing Cardstock B&W 8.5x11 $0.20 $1.30 $0.40 $0.45 B&W 11x17 $0.40 $2.60 $0.80 $0.90 B&W 12x18 $0.45 $3.00 Color 8.5x11 $1.00 $4.00 $1.55 $1.65 Color 11x17 $2.00 $8.00 $3.10 $3.30 Color 12x18 $2.30 $9.20 $3.57 Plotted Print Size (Inches) Standard Glossy B&W 18x24 $1.35 $5.40 B&W 15x31 $1.45 $5.80 B&W 22x34 $2.35 $9.40 B&W 24x36 $2.70 $10.80 B&W 30x42 $3.95 $15.80 B&W 34x44 $4.70 $18.80 B&W 36x48 $5.40 $21.60 Color 18x24 $13.50 $18.90 Color 15x31 $14.50 $20.30 Color 22x34 $23.50 $32.90 Color 24x36 $27.00 $37.80 Color 30x42 $39.50 $55.30 Color 34x44 $47.00 $65.80 Color 36x48 $54.00 $75.60 Mounted Gator Board 3/16” Thickness $.045/Sq. in. Mileage Current Federal Rate Photos At cost plus 10% Postage/Shipping At cost plus 10% Other reimbursables At cost plus 10% Note: This schedule is subject to adjustment by JLG Architects annually. Does not include sales tax where applicable. Page 31 of 176 REGULAR COUNCIL AGENDA MEMO To: Mayor, Councilmembers and City Administrator From: John Powell, Public Works Director Department: Engineering Subject: Plans and Specifications and Authorize the Advertisement for Bids for the Willow Street MSA Improvements Meeting: Regular Council - Mar 16 2026 INTRODUCTION: At the January 20, 2026, City Council meeting, a Professional Services Agreement (PSA) was approved with WSB, LLC for final design, permitting, and bidding assistance services for the Willow Street MSA Improvements. The project area includes Willow Street from 5th Street to 8th Street. The final design has been substantially completed; this action authorizes staff to advertise for bids for the proposed improvements. DISCUSSION: Plans and specifications for the project have been prepared consistent with the City Council direction regarding design options presented at the January 20, City Council meeting. If approved, Staff expects that bids would be opened on April 14, 2026, and a recommendation for contract award would be available for consideration by the City Council on April 20, 2026, as shown in the following schedule: March 16, 2026 City Council Approves Plans and Specifications & Authorizes Advertisement for Bids April 14, 2026 Bid Opening April 20, 2026 City Council Awards Construction Contract April 27, 2026 Pre-Construction Meeting April 29, 2026 Pre-construction Neighborhood Meeting May 15, 2026 Begin Construction September 30, 2026 Substantial Completion October 15, 2026 Final Completion October 2028 Two-Year Warranty Inspection The design has been prepared to meet Municipal State Aid (MSA) standards and has been submitted to the Minnesota Department of Transportation for review and approval. There Page 32 of 176 were only minor comments from the Trunk Highway review and no comments from the State Aid group. BUDGET IMPACT: As identified in the approved 2026-2030 Capital Improvement Plan, the funding sources for this project are as follows: State Funding (MSA Construction) $ 875,000 Sewer Fund $ 75,000 Water Fund $ 150,000 Total $1,025,000 MSA Construction Funds can be used by the City for construction of roadway and storm sewer improvements, as well as for engineering design. The State Aid Hydraulics staff have determined that 100% of the storm sewer costs are eligible for State Aid funding. Based on the most recent Engineer's Estimate, and assuming an additional 20% for engineering, surveying, testing, etc., an estimate of the proposed funding sources and amounts are as follows: State Funding (MSA Construction) $ 1,188,023 Sewer Fund $ 35,320 Water Fund $ 289,194 Total $ 1,512,537 The estimated project cost in the Feasibility Report of $1,512,537 exceeds the identified funding amount but also 20% for other costs such as engineering, State Aid administration, surveying, soil borings, materials testing, sewer televising, permits, etc. The work scope includes extensive soil correction as well water main and water service replacement as recommended by the Water Board. The plan file size is quite large, only the cover sheet has been attached. ACTION REQUESTED: Approve the Plans and Specifications and Authorize the Advertisement for Bids for the Willow Street MSA Improvements ATTACHMENTS: Willow Street cover sheet 031626 Page 33 of 176 501 LINDEN ST 505 LINDEN ST 509 LINDEN ST 601 LINDEN ST 605 LINDEN ST 609 LINDEN ST 613 LINDEN ST 617 LINDEN ST 621 LINDEN ST 2 5TH ST 3 5TH ST 502 LINDEN ST 506 LINDEN ST 510 LINDEN ST 516 LINDEN ST 602 LINDEN ST 606 LINDEN ST 612 LINDEN ST 616 LINDEN ST 620 LINDEN ST 10 7TH ST 7 7TH ST 9 7TH ST 21095 CHIPPENDALE AVE 705 WILLOW ST701 WILLOW ST621 WILLOW ST615 WILLOW ST613 WILLOW ST609 WILLOW ST605 WILLOW ST519 WILLOW ST517 WILLOW ST513 WILLOW ST509 WILLOW ST507 WILLOW ST501 WILLOW ST421 WILLOW ST417 WILLOW ST413 WILLOW ST409 WILLOW ST405 WILLOW ST 301 PINE ST 303 PINE ST 315 PINE ST 20 4TH ST 317 PINE ST 28 4TH ST 15 4TH ST 500 WILLOW ST 504 WILLOW ST 27 5TH ST 510 WILLOW ST 28 8TH ST 100 8TH ST700 PINE ST 109 7TH ST 110 8TH ST 100 7TH ST612 PINE ST608 PINE ST604 PINE ST600 PINE ST100 6TH ST514 PINE ST512 PINE ST508 PINE ST 101 5TH ST 107 5TH ST 1041/2 5TH ST 100 5TH ST 316 PINE ST 101 3RD ST 108 4TH ST 301 MAIN ST 305 MAIN ST 309 MAIN ST 313 MAIN ST 317 MAIN ST 120 4TH ST 407 MAIN ST 413 MAIN ST 417 MAIN ST 421 MAIN ST 501 MAIN ST 113 5TH ST 509 MAIN ST 515 MAIN ST 110 6TH ST 521 MAIN ST 111 6TH ST 609 MAIN ST 613 MAIN ST 615 MAIN ST 621 MAIN ST 701 MAIN ST 705 MAIN ST 709 MAIN ST 713 MAIN ST 200 8TH ST708 MAIN ST704 MAIN ST700 MAIN ST 620 MAIN ST 616 MAIN ST612 MAIN ST608 MAIN ST604 MAIN ST 600 MAIN ST 520 MAIN ST514 MAIN ST510 MAIN ST506 MAIN ST500 MAIN ST 420 MAIN ST 412 MAIN ST406 MAIN ST 400 MAIN ST 209 4TH ST 320 MAIN ST316 MAIN ST312 MAIN ST308 MAIN ST304 MAIN ST 300 MAIN ST LINDEN STREET CH I P P E N D A L E A V E N U E ( T H 3 ) N 7 T H S T R E E T 4T H S T R E E T MAIN STREET COUNTY ROAD 50 5T H S T R E E T SPRUCE STREET 3R D S T R E E T WILLOW STREET 5T H S T R E E T C: \ A C C \ A C C D o c s \ W S B \ 0 3 0 7 1 6 - 0 0 0 \ P r o j e c t F i l e s \ 0 5 _ D i s c i p l i n e \ R o a d w a y \ 0 3 _ S h e e t s \ 0 3 0 7 1 6 - 0 0 0 - C - T I T L - 0 0 0 1 . d w g 2/ 3 / 2 0 2 6 3 : 5 5 : 2 3 P M THE CITY OF FARMINGTON, MINNESOTA LOCATED ON WILLOW STREET FROM 5TH STREET TO CHIPPENDALE AVENUE (TH 3) PROJECT LOCATION MAP COUNTY:DAKOTA SECT X, TWP XXX, RNG XX PROJECT LOCATION THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL D. THIS UTILITY QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE 38-22, ENTITLED, "STANDARD GUIDELINES FOR INVESTIGATING AND DOCUMENTING EXISTING UTILITIES". GOPHER ONE CALL TICKET NUMBER: XXXXXXXX UTILITY COORDINATION MEETING HELD ON: XXXXXXXXXXXX APPROVED BYSHEET NO.DATE PLAN REVISIONS ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS AND ORDINANCES WILL BE COMPLIED WITH IN THE CONSTRUCTION OF THIS PROJECT. THIS PLAN SET CONTAINS 28 SHEETS I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. LICENSE NUMBER:DATE:MM/DD/YYYY 52107 NICHOLAS B. GUILLIAMS, P.E. SHEET 28 OF WSB PROJ. NO. 030716-000 BEGIN S.A.P. 212-116-001 WILLOW STREET STA 15+16.42 END S.A.P. 212-116-001 WILLOW STREET STA 27+78.64 1 A CALL TO GOPHER STATE ONE (651-454-0002) IS REQUIRED A MINIMUM OF 48 HOURS PRIOR TO PERFORMING ANY EXCAVATION. EXCAVATION NOTICE SYSTEM UTILITY INFORMATION N COMMENCING AT THE... LEGAL DESCRIPTION DISTRICT:METRO BRIDGES-LENGTH STATE AID PROJ. NO. GROSS LENGTH EXCEPTIONS-LENGTH NET LENGTH FEET FEET FEET FEET MILES MILES MILES MILES 212-116-001 X.XXX X.XXX XXXX.XX X.XX X.XX X.XXX X.XXX XXXX.XX R VALUE =XX PRESENT ADT (20XX)=XX,XXX PROJECTED ADT (20XX)=XX,XXX ESALS =XX,XXX,XXX DESIGN SPEED =XX MPH BASED ON: STOPPING SIGHT DISTANCE HEIGHT OF EYE = 3.5 HEIGHT OF OBJECT = 2.0 DESIGN SPEED NOT ACHIEVED AT: FUNCTIONAL CLASSIFICATION: NO. OF TRAFFIC LANES: NO. OF PARKING LANES: SHOULDER WIDTH: STRUCTURAL DESIGN STRENGTH: MINNESOTA DEPARTMENT OF TRANSPORTATION DATE: DATE: FOR DISTRICT STATE AID ENGINEER: REVIEWED FOR COMPLIANCE WITH STATE AID RULES/POLICY DATE: CITY OF FARMINGTON ENGINEER APPROVED: DATE: DAKOTA COUNTY ENGINEER APPROVED: APPROVED FOR STATE AID FUNDING FOR STATE AID ENGINEER S.A.P. 212-116-001 C.P. XXXXXXX SCALE IN FEET 0 H: X 2X HORIZONTAL DATUM: VERTICAL DATUM: PLAN SET INDEX GOVERNING SPECIFICATIONS THIS WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF FARMINGTON "GENERAL SPECIFICATIONS AND STANDARD DETAIL PLATES FOR STREET AND UTILITY CONSTRUCTION." THE 2025 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION" SHALL GOVERN. THE LATEST EDITION OF THE CITY ENGINEERS ASSOCIATION OF MINNESOTA'S "STANDARD UTILITIES SPECIFICATION" SHALL APPLY. ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE LATEST EDITION OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, INCLUDING THE LATEST FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS. CURB & GUTTER, STORM SEWER, AND MILL & OVERLAYCONSTRUCTION PLAN FOR CITY HALL S.A.P. 212-116-001 R VALUE =XX PRESENT ADT (20XX)=XX,XXX PROJECTED ADT (20XX)=XX,XXX ESALS =XX,XXX,XXX DESIGN SPEED =XX MPH BASED ON: STOPPING SIGHT DISTANCE HEIGHT OF EYE = 3.5 HEIGHT OF OBJECT = 2.0 DESIGN SPEED NOT ACHIEVED AT: FUNCTIONAL CLASSIFICATION: NO. OF TRAFFIC LANES: NO. OF PARKING LANES: SHOULDER WIDTH: STRUCTURAL DESIGN STRENGTH: 4TH STREET DESIGN DESIGNATION WILLOW STREET DESIGN DESIGNATION S.A.P. 123-456-789 S.A.P. 123-456-789 NOT FOR CONSTRUCTION Pa g e 3 4 o f 1 7 6 REGULAR COUNCIL AGENDA MEMO To: Mayor, Councilmembers and City Administrator From: John Powell, Public Works Director Department: Engineering Subject: Professional Services Agreement with WSB for a Citywide Speed Limit Study Meeting: Regular Council - Mar 16 2026 INTRODUCTION: The issue of speed limit levels, the City's ability to set speed limits, and the process for changing speed limits has been discussed at multiple City Council work sessions extending back to December of 2023. Per presentation and discussion at the January 6, 2025 work session, a scope and budget has been prepared for developing a Citywide Speed Limit Policy. This task was not budgeted for 2025 but has been budgeted for 2026. Staff is now requesting authorization to move forward. DISCUSSION: Minnesota Statutes Section 169.14 was updated August 1, 2019 by the Minnesota State Legislature. The change gave Cities the authority to establish speed limits for streets under their jurisdiction without having the Minnesota Department of Transportation conduct a speed study and without approval by the Commissioner of Transportation, provided that: Speed limits are implemented in a consistent and understandable manner. The City erects appropriate signs to display the speed limit. safety, City’s the on based limits to set procedures develops City The speed engineering, and traffic analysis considering national urban speed limit guidance and studies, local traffic crashes, and methods to effectively communicate the change to the public. Many Cities have addressed this issue on a citywide basis versus reacting to speed limit concerns from residents, businesses, and property owners as they arise. On February 21, 2023, the City Council approved the Consultant Pool for 2023-2027. WSB is one of the firms in the Consultant Pool and has prepared the attached proposal based on discussions with City Staff and WSB's experience completing similar efforts in other cities. Page 35 of 176 Following best practices, the attached scope and budget was prepared to meet the criteria established in state statute. The scope includes the following major tasks: 1. Project Management 2. Data Collection 3. Background Documentation 4. Safety and Traffic Investigation 5. Speed Limit Plan and Recommendation 6. Public Engagement 7. Speed Limit Policy 8. Agency Coordination / Meetings Preparation of the Citywide Speed Limit Study will be completed by the end of 2026. BUDGET IMPACT: As detailed in the attached Professional Services Agreement, the not to exceed cost for this effort is $31,656.00. These costs have been budgeted in 2026 within the Engineering budget under the Professional Services line item. ACTION REQUESTED: Approve the Professional Services Agreement with WSB for a Citywide Speed Limit Study ATTACHMENTS: 031626 PSA WSB Citywide Speed Limit Study Page 36 of 176 224345v1 PROFESSIONAL SERVICES AGREEMENT This Professional Services Agreement (“Agreement”) is made this 16th day of March, 2026, by and between the CITY OF FARMINGTON, a Minnesota municipal corporation, whose business address is 430 3rd St, Farmington, MN 55024 (hereinafter "City") and WSB LLC, a Limited Liability Company, whose business address is 701 Xenia Avenue South, Suite 300, Minneapolis, MN 55416 (hereinafter "Engineer"). PRELIMINARY STATEMENT The City has adopted a policy regarding the selection and hiring of consultants to provide a variety of professional services for City projects. That policy requires that persons, firms or corporations providing such services enter into written agreements with the City. The purpose of this Agreement is to set forth the terms and conditions for the provision of professional services by Engineer for engineering services, hereinafter referred to as the "Work", and as outlined on Exhibit “A” attached hereto. IN CONSIDERATION OF THEIR MUTUAL COVENANTS, THE PARTIES AGREE AS FOLLOWS: 1. SCOPE OF SERVICES. The City retains Engineer to furnish the services set forth on the attached Exhibit “A”. The Engineer agrees to perform the services. Engineer shall provide all personnel, supervision, services, materials, tools, equipment and supplies and do all things necessary and ancillary thereto specified on Exhibit “A”. The Work to be performed under this Agreement shall be done under the review of a professional engineer licensed in the State of Minnesota, who shall attest that the Work will be performed in compliance with all applicable codes and engineering standards. The Work shall be performed in accordance with the Contract Documents, which includes this Agreement and the attached Exhibits: Exhibit “A” – Scope of Services, Exhibit “B” – Schedule of Payment and Fee Schedule. In the event any ambiguity or conflict between the Contract Documents listed above, the order of precedence shall be the following order: (i) this Agreement; (ii) Exhibit “A”, (iii) Exhibit “B”. 2. REPRESENTATIVES. City has designated John Powell, Public Works Director/City Engineer (the “City Representative”), and the Engineer has designated Mark Erichson, Director of Municipal Services (the “Engineer Representative”). The City Representative and the Engineer Representative shall be available as often as is reasonably necessary for reviewing the Services and Work to be performed. 3. COMPENSATION FOR SERVICES. Engineer shall be paid by the City for the services described in Exhibit “A” on an hourly basis in accordance with the attached fee schedule, Exhibit “B”, but not to exceed $31,656.00 inclusive of taxes and reimbursable costs. A. Any changes in the scope of the Work which may result in an increase to the compensation due the Engineer shall require prior written approval by the Page 37 of 176 224345v1 authorized representative of the City or by the City Council. The City will not pay additional compensation for services that do not have prior written authorization. B. Special Consultants may be utilized by the Engineer when required by the complex or specialized nature of the Project and when authorized in writing by the City. 4. COMPLETION DATE/TERM. The Engineer must complete the Services by December 31, 2026. This Agreement may be extended upon the written mutual consent of the parties for such additional period as they deem appropriate, and upon the terms and conditions as herein stated. 5. OWNERSHIP OF DOCUMENTS. All plans, diagrams, analyses, reports and information generated in connection with the performance of the Agreement (“Information”) shall become the property of the City, but Engineer may retain copies of such documents as records of the services provided. The City may use the Information for its purposes and the Engineer also may use the Information for its purposes. Use of the Information for the purposes of the project contemplated by this Agreement does not relieve any liability on the part of the Engineer, but any use of the Information by the City or the Engineer beyond the scope of the Project is without liability to the other, and the party using the Information agrees to defend and indemnify the other from any claims or liability resulting therefrom. 6. COMPLIANCE WITH LAWS AND REGULATIONS. In providing services hereunder, Engineer shall abide by all statutes, ordinances, rules, and regulations pertaining to the provisions of services to be provided. Any violation of statutes, ordinances, rules, and regulations pertaining to the Services to be provided shall constitute a material breach of this Agreement and entitle the City to immediately terminate this Agreement. Engineer’s books, records, documents, and accounting procedures and practices related to services provided to the City are subject to examination by the legislative auditor or the state auditor, as appropriate, for a minimum of six years. 7. STANDARD OF CARE. Engineer shall exercise the same degrees of care, skill, and diligence in the performance of the Services as is ordinarily possessed and exercised by a professional engineer under similar circumstances. Engineer shall be liable to the fullest extent permitted under applicable law, without limitation, for any injuries, loss, or damages proximately caused by Engineer’s breach of this standard of care. Engineer shall put forth reasonable efforts to complete its duties in a timely manner. Engineer shall not be responsible for delays caused by factors beyond its control or that could not be reasonably foreseen at the time of execution of this Agreement. Engineer shall be responsible for costs, delays, or damages arising from unreasonable delays in the performance of its duties. No other warranty, expressed or implied, is included in this Agreement. City shall not be responsible for discovering deficiencies in the accuracy of Engineer’s services. 8. INDEMNIFICATION. The Engineer shall defend, indemnify and hold harmless the City, its officers, agents, and employees, of and from any and all judgments, claims, damages, demands, actions, causes of action, including costs and attorney's fees paid or incurred resulting from any breach of this Agreement by Engineer, its agents, contractors and employees, or any Page 38 of 176 224345v1 negligent or intentional act or omission performed, taken or not performed or taken by Engineer, its agents, contractors and employees, relative to this Agreement. City will indemnify and hold Engineer harmless from and against any loss for injuries or damages arising out of the negligent acts of the City, its officers, agents, or employees. 9. INSURANCE. a. General Liability. Prior to starting the Work, Engineer shall procure, maintain, and pay for such insurance as will protect against claims or loss which may arise out of operations by Engineer or by any subcontractor or by anyone employed by any of them or by anyone for whose acts any of them may be liable. Such insurance shall include, but not be limited to, minimum coverages and limits of liability specified in this Paragraph, or required by law. b. Engineer shall procure and maintain the following minimum insurance coverages and limits of liability for the Work: Worker’s Compensation Statutory Limits Employer’s Liability $500,000 each accident $500,000 disease policy limit $500,000 disease each employee Commercial General Liability $2,000,000 property damage and bodily injury per occurrence $2,000,000 general aggregate Comprehensive Automobile Liability $1,000,000 combined single limit each accident (shall include coverage for all owned, hired and non-owed vehicles.) Commercial General Liability requirements may be met through a combination of umbrella or excess liability insurance. The City shall be named as an additional insured on the general liability and umbrella policies. c. Professional Liability Insurance. In addition to the coverages listed above, Engineer shall maintain a professional liability insurance policy in the amount of $2,000,000. Said policy need not name the City as an additional insured. Page 39 of 176 224345v1 d. Engineer shall maintain “stop gap” coverage if Engineer obtains Workers’ Compensation coverage from any state fund if Employer’s liability coverage is not available. e. All policies, except the Worker’s Compensation Policy, Automobile Policy, and Professional Liability Policy, shall name the “City of Farmington” as an additional insured. f. All policies, except the Professional Liability Policy, shall apply on a “per project” basis. g. All polices shall contain a waiver of subrogation in favor of the City. h. All policies, except for the Worker’s Compensation Policy and the Professional Liability Policy, shall be primary and non-contributory. i. All polices, except the Worker’s Compensation Policy, shall insure the defense and indemnity obligations assumed by Engineer under this Agreement. j. Engineer agrees to maintain all coverage required herein throughout the term of the Agreement and for a minimum of two (2) years following City’s written acceptance of the Work. k. It shall be Engineer’s responsibility to pay any retention or deductible for the coverages required herein. l. The Engineer’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. m. Engineer shall maintain in effect all insurance coverages required under this Paragraph at Engineer’s sole expense and with insurance companies licensed to do business in the state in Minnesota and having a current A.M. Best rating of no less than A-, unless specifically accepted by City in writing and all insurance policies shall be on ISO forms acceptable to the City. n. A copy of the Engineer’s Certificate of Insurance which evidences the compliance with this Paragraph, must be filed with City prior to the start of Engineer’s Work. Upon request a copy of the Engineer’s insurance declaration page, rider and/or endorsement, as applicable shall be provided. Such documents evidencing insurance shall be in a form acceptable to City and shall provide satisfactory evidence that Engineer has complied with all insurance requirements. Renewal certificates shall be provided to City prior to the expiration date of any of the required policies. City will not be obligated, however, to review such Certificate of Insurance, declaration page, rider, endorsement, certificates, or other evidence of insurance, or to advise Engineer of any deficiencies in such documents and Page 40 of 176 224345v1 receipt thereof shall not relieve Engineer from, nor be deemed a waiver of, City’s right to enforce the terms of Engineer’s obligations hereunder. City reserves the right to examine any policy provided for under this Agreement. o. Effect of Engineer’s Failure to Provide Insurance. If Engineer fails to provide the specified insurance, then Engineer will defend, indemnify, and hold harmless the City, the City's officials, agents, and employees from any loss, claim, liability, and expense (including reasonable attorney's fees and expenses of litigation) to the extent necessary to afford the same protection as would have been provided by the specified insurance. Except to the extent prohibited by law, this indemnity applies regardless of any strict liability or negligence attributable to the City (including sole negligence) and regardless of the extent to which the underlying occurrence (i.e., the event giving rise to a claim which would have been covered by the specified insurance) is attributable to the negligent or otherwise wrongful act or omission (including breach of contract) of Engineer, its subcontractors, agents, employees or delegates. Engineer agrees that this indemnity shall be construed and applied in favor of indemnification. Engineer also agrees that if applicable law limits or precludes any aspect of this indemnity, then the indemnity will be considered limited only to the extent necessary to comply with that applicable law. The stated indemnity continues until all applicable statutes of limitation have run. If a claim arises within the scope of the stated indemnity in section o, the City may require Engineer to: i. Furnish and pay for a surety bond, satisfactory to the City, guaranteeing performance of the indemnity obligation; or ii. Furnish a written acceptance of tender of defense and indemnity from Engineer's insurance company. Engineer will take the action required by the City within fifteen (15) days of receiving notice from the City. 10. INDEPENDENT CONTRACTOR. The City hereby retains the Engineer as an independent contractor upon the terms and conditions set forth in this Agreement. The Engineer is not an employee of the City and is free to contract with other entities as provided herein. Engineer shall be responsible for selecting the means and methods of performing the work. Engineer shall furnish any and all supplies, equipment, and incidentals necessary for Engineer's performance under this Agreement. City and Engineer agree that Engineer shall not at any time or in any manner represent that Engineer or any of Engineer's agents or employees are in any manner agents or employees of the City. Engineer shall be exclusively responsible under this Agreement for Engineer's own FICA payments, workers compensation payments, unemployment compensation payments, withholding amounts, and/or self-employment taxes if any such payments, amounts, or taxes are required to be paid by law or regulation. 11. SUBCONTRACTORS. Engineer shall not enter into subcontracts for services provided under this Agreement without the express written consent of the City. Engineer shall comply with Minnesota Statute § 471.425. Engineer must pay subcontractor for all undisputed Page 41 of 176 224345v1 services provided by subcontractor within ten (10) days of Engineer’s receipt of payment from City. Engineer must pay interest of 1.5 percent per month or any part of a month to subcontractor on any undisputed amount not paid on time to subcontractor. The minimum monthly interest penalty payment for an unpaid balance of $100 or more is $10. 12. ASSIGNMENT AND THIRD PARTIES. Neither party shall assign this Agreement, nor any interest arising herein, without the written consent of the other party. Nothing under this Agreement shall be construed to give any rights or benefits in this Agreement to anyone other than the City and Engineer, and all duties and responsibilities undertaken pursuant to this Agreement will be for the sole and exclusive benefit of the City and Engineer and not for the benefit of any other party. 13. WAIVER. Any waiver by either party of a breach of any provisions of this Agreement shall not affect, in any respect, the validity of the remainder of this Agreement. 14. ENTIRE AGREEMENT. The entire agreement of the parties is contained herein. This Agreement supersedes all oral agreements and negotiations between the parties relating to the subject matter hereof as well as any previous agreements presently in effect between the parties relating to the subject matter hereof. Any alterations, amendments, deletions, or waivers of the provisions of this Agreement shall be valid only when expressed in writing and duly signed by the parties, unless otherwise provided herein. 15. CONTROLLING LAW AND VENUE. This Agreement shall be governed by and construed in accordance with the laws of the State of Minnesota. All proceedings related to this contract shall be venued in the Dakota County District Court. 16. COPYRIGHT. Engineer shall defend actions or claims charging infringement of any copyright or patent by reason of the use or adoption of any designs, drawings, or specifications supplied by it, and it shall hold harmless the City from loss or damage resulting therefrom. 17. RECORDS. The Engineer shall maintain complete and accurate records of time and expense involved in the performance of services. 18. MINNESOTA GOVERNMENT DATA PRACTICES ACT. Engineer must comply with the Minnesota Government Data Practices Act, Minnesota Statutes Chapter 13, as it applies to (1) all data provided by the City pursuant to this Agreement, and (2) all data, created, collected, received, stored, used, maintained, or disseminated by the Engineer pursuant to this Agreement. Engineer is subject to all the provisions of the Minnesota Government Data Practices Act, including but not limited to the civil remedies of Minnesota Statutes Section 13.08, as if it were a government entity. In the event Engineer receives a request to release data, Engineer must immediately notify City. City will give Engineer instructions concerning the release of the data to the requesting party before the data is released. Engineer agrees to defend, indemnify, and hold City, its officials, officers, agents, employees, and volunteers harmless from any claims resulting from Engineer’s officers’, agents’, partners’, employees’, volunteers’, assignees’, or subcontractors’ unlawful disclosure and/or use of protected data. The terms of this paragraph shall survive the cancellation or termination of this Agreement. Page 42 of 176 224345v1 19. TERMINATION. This Agreement may be terminated by City on thirty (30) days’ written notice delivered to Engineer at the address on file with the City. Upon termination under this provision if there is no fault of the Engineer, the Engineer shall be paid for services rendered and reimbursable expenses until the effective date of termination. If the City terminates the Agreement because the Engineer has failed to perform in accordance with this Agreement, no further payment shall be made to the Engineer, and the City may retain another engineer to undertake or complete the work identified in Paragraph 1. 20. NON-DISCRIMINATION. During the performance of this Agreement, the Engineer shall not discriminate against any employee or applicants for employment because of race, color, creed, religion, national origin, sex, marital status, status with regard to public assistance, disability, sexual orientation or age. The Engineer shall post in places available to employees and applicants for employment, notices setting forth the provision of this non- discrimination clause and stating that all qualified applicants will receive consideration for employment. The Engineer shall incorporate the foregoing requirements of this paragraph in all of its subcontracts for program work, and will require all of its subcontractors for such work to incorporate such requirements in all subcontracts for program work. The Engineer further agrees to comply with all aspects of the Minnesota Human Rights Act, Minnesota Statutes 363.01, et. seq., Title VI of the Civil Rights Act of 1964, and the Americans with Disabilities Act of 1990. 21. SURVIVAL. All express representations, waivers, indemnifications, and limitations of liability included in this Agreement will survive its completion or termination for any reason. 22. SERVICES NOT PROVIDED FOR. Claims for services furnished by the Engineer not specifically provided for herein shall not be honored by the City. 23. SEVERABILITY. The provisions of this Agreement are severable. If any portion hereof is, for any reason, held by a court of competent jurisdiction to be contrary to law, such decision shall not affect the remaining provisions of this Agreement. 24. CONFLICTS. No officer or salaried employee of the City and no member of the Council of the City shall have a financial interest, direct or indirect, in this Agreement. The violation of this provision renders the Agreement void. 25. NOTICES. Any notice required under this Agreement will be in writing, addressed to the appropriate party at its address on the signature page and given personally, by facsimile, by registered or certified mail postage prepaid, or by a commercial courier service. All notices shall be effective upon the date of receipt. 26. WAIVER. A party’s non-enforcement of any provision shall not constitute a waiver of that provision, nor shall it affect the enforceability of that provision or of the remainder of this Agreement. Page 43 of 176 224345v1 27. COUNTERPARTS. This Agreement may be executed in multiple counterparts, each of which shall be considered an original. Dated: March 16, 2026 CITY: CITY OF FARMINGTON By: Nicholas Lien Mayor By: Shirley R Buecksler City Clerk Dated:__________________, 20___ ENGINEER: WSB LLC By: [print name] Its: [title] Page 44 of 176 224345v1 EXHIBIT “A” SCOPE OF SERVICES AND EXHIBIT “B” SCHEDULE OF PAYMENT AND FEE SCHEDULE Page 45 of 176 G:\GROUP DATA\Traffic\Proposals\2025\Farmington\Farmington- Speed Limit Policy 2026.docx 7 0 1 X E N I A A V E N U E S | S U I T E 3 0 0 | M I N N E A P O L I S , M N | 55 4 1 6 | 7 6 3 . 5 4 1 . 4 8 0 0 | W S B E N G . C O M Proposal to Provide Traffic Engineering Services To: John Powell, PE, Public Works Director/City Engineer, City of Farmington From: Sean Delmore, PE, PTOE, Director of Traffic Engineering Mallori Fitzpatrick, PE, PTOE, Project Manager Date: May 1, 2025 Re: Scope and Cost Estimate for a Citywide Speed Limit Policy BACKGROUND Based on State Statutes, Cities can set speed limits with additional study and analysis on selected local City streets (not Township Roads, County Roads or Trunk Highways). In order for the city to adopt the speed limits they must develop procedures to set speed limits based on safety, engineering, and traffic analysis. WSB presents this proposal to prepare a citywide speed limit policy for the City of Farmington. SCOPE Task 1 – Project Management: This task includes planning and coordination of all work tasks, establishment and monitoring of budgets, and correspondence with the City of Farmington. The project manager (Mallori) will provide technical direction on all aspects of the project review, all work products, and keep the City informed on the project progress. The project manager will serve a primary role in the analysis and preparation of the Speed Limit Policy. Task 2 – Data Collection: Available data will be collected from the City of Farmington, Dakota County, MnDOT and other impacted agencies. Data will include but not limited to: • Existing and proposed roadway Jurisdiction and Functional Classification. • Existing speed limits on roadways within the City. • Past three years of crash data on area roadways. • Existing Average Daily Traffic volumes on area roadways. • City and County 2040/2045 Transportation Plans. • GIS map data showing land use and zoning. Field site visits will be conducted as needed to document any information on local roadways not available or provided. Task 3 – Background Documentation: Guidance from Minnesota Statutes, Minnesota Department of Transportation (MnDOT) policies and guidelines and Minnesota Manual on Uniform Traffic Control Devices (MnMUTCD) will be reviewed and discussed. This task will document the cities opportunities and responsibilities for setting specific speeds (i.e., 20mph, 25mph, 30mph, etc.). Task 4 – Safety and Traffic Investigation: WSB will Identify the local city streets that would be eligible for speed reduction and conduct a safety and traffic investigation identifying which streets have current crash, capacity issues , or concerns. Page 46 of 176 Page 2 G:\GROUP DATA\Traffic\Proposals\2025\Farmington\Farmington- Speed Limit Policy 2026.docx Task 5 – Speed Limit Plan and Recommendations: Based on current Minnesota State rules and documentation from the Safety and Traffic Investigation, any recommended speed limit changes will be prepared. The plan will include preparation of a summary technical memorandum with maps showing the existing conditions and any proposed speed limit changes. The plan will also identify the next steps for when and where speed limit signs should be posted, if changes are proposed. Task 6 – Public Engagement: WSB will create a web based interactive map that the public can provide comments on specific issues and concerns. A summary will be prepared documenting the comments received. A link will be provided by WSB that the city can use on their website or other communication with the public. Task 7 – Speed Limit Policy: A Speed Limit Policy will be prepared documenting the process and requirements for establishing and or modifying speed limits within the city. Information from Tasks 2 through 5 will be provided within the Speed Limit Policy Document. Task 8 – Agency Coordination / Meetings: WSB will hold project meetings with the City and other stakeholders throughout the preparation of the Speed Limit Policy through phone and email correspondence to ensure the final product meets the intended need. The meetings will include one kick -off meeting with City staff at the beginning of the project, one meeting with City staff and other agencies if needed, to review the pre liminary findings and one City Council meeting to present the results. If additional meetings are required, WSB will charge the time at our standard hourly rates. SCHEDULE AND COST Coordination with the City will begin promptly after notice to proceed (NTP). The data collection/field review will take place in late March or early April of 2026, weather-dependent. Draft study findings will be available for discussion with the City eight weeks after data analysis is complete. WSB will bill for the actual hours worked at each employee classification times the 2026 WSB hourly rates for that employee classification up to the maximum of $31,656.00. No work in excess of the $31,656.00 will be completed without prior written approval from the City of Farmington. Thank you for the opportunity to propose on this project. Please contact me at 612-400-5384 if you have any questions regarding the content of this proposal. Sincerely, Mallori Fitzpatrick Project Manager Page 47 of 176 ESTIMATE OF HOURS AND COSTS SPEED LIMIT PLAN AND POLICY City of Farmington Estimated Hours Sean Delmore Mallori Fitzpatrick Dane Stensgaard Hours Cost Task No. 1 Project Management 2 6 8 1,784.00$ 2 Data Collection 2 12 24 38 6,734.00$ 3 Background Documentation 2 2 4 8 1,584.00$ 4 Safety and Traffic Investigation 2 4 16 22 3,854.00$ 5 Speed Limit Plan and Recommendation 2 12 16 30 5,494.00$ 6 Public Engagement 2 2 12 16 2,824.00$ 7 Speed Limit Policy 4 12 24 40 7,288.00$ 8 Agency Coordination / Meetings 2 6 2 10 2,094.00$ Total Hours 18 56 98 172 Hourly Costs 277.00 205.00 155.00 Labor Costs $4,986.00 $11,480.00 $15,190.00 31,656.00$ Project Manager/ Traffic EngineerPrincipal Grad Engineer Total Farmington Speed Limit Policy Cost 2026 3/11/2026 Pa g e 4 8 o f 1 7 6 REGULAR COUNCIL AGENDA MEMO To: Mayor, Councilmembers and City Administrator From: Kellee Omlid, Parks & Recreation Director Department: Parks & Recreation Subject: Ordinance Amending Charges and Fees for Licenses, Permits, or Other City Approvals and Services for Calendar Year 2026 Meeting: Regular Council - Mar 16 2026 INTRODUCTION: At its December 15, 2025 meeting, City Council approved the 2026 Fee Schedule and passed Ordinance 2025-009 Establishing Charges and Fees for Licenses, Permits, or Other City Approvals and Services for Calendar Year 2026. Following passage, Staff identified several housekeeping corrections and fees that were inadvertently omitted from the 2026 Fee Schedule. For City Council review and approval is an ordinance amending the 2026 Fee Schedule. DISCUSSION: City Council, at is meeting on February 1, 2016, approved the purchase of an electric ice resurfacer for the Schmitz-Maki Arena. As part of the purchase, the Farmington Liquor Store contributed $10,000 in exchange for sole advertising rights on the ice resurfacer. The advertising fee associated with the ice resurfacer was not removed from the 2017 Fee Schedule and has mistakenly remained in subsequent fee schedules. Staff recommend removing the ice resurfacer advertising rate from the 2026 Fee Schedule. Under Water, a fee of $16.95 per report for Backflow Assembly Test Record Submittal will be added to the Fee Schedule. A correction is needed under Grading Authorization. The $25,000 SWPPP Compliance Escrow is currently listed under Surety but should be listed under Inspection Escrow. A typographical error in the Platting Fees section will be corrected to properly reference gross. Page 49 of 176 A beekeeping ordinance was passed by City Council on August 18, 2025. The Ordinance included updating the 2025 Fee Schedule to include applicable permit fees. However, the permit fees were not transferred to the 2026 Fee Schedule. Staff is requesting they be added to the 2026 Fee Schedule as follows: Beekeeping Permit •Initial Permit: $100 •Renewal Permit: $40 A notice was published in the February 27, 2026 edition of the Dakota County Tribune for a public hearing to be held at the Regular City Council Meeting on March 16. City Council needs to hold the hearing, receive any public comment, and motion to pass Ordinance 2026-002 Amending Charges and Fees for Licenses, Permits, or Other City Approvals and Services for Calendar Year 2026. BUDGET IMPACT: The revenue from the proposed amended fee schedule for 2026 has been incorporated into the 2026 budget. ACTION REQUESTED: Hold a public hearing and pass Ordinance 2026-002 Amending Charges and Fees for Licenses, Permits, or Other City Approvals and Services for Calendar Year 2026. ATTACHMENTS: 2026-002 Amending Charges and Fees for Calendar Year 2026 2026 Amended Fee Schedule Page 50 of 176 CITY OF FARMINGTON DAKOTA COUNTY, MINNESOTA ORDINANCE 2026-002 AN ORDINANCE AMENDING CHARGES AND FEES FOR LICENSES, PERMITS, OR OTHER CITY APPROVALS AND SERVICES FOR CALENDAR YEAR 2026 The City Council of the City of Farmington ordains: SECTION 1. FEES FOR LICENSES AND PERMITS. The City Council of the City of Farmington, pursuant to statutory authority or directive, requires certain licenses, permits or other City approvals for certain regulated activities and, as a condition of issuing these licenses and permits, established the attached fees effective January 1, 2026. SECTION 2. Charges and fees for calendar year 2026 are amended as follows with deleted text shown as stricken and added text shown as underlined: PARKS AND RECREATION Schmitz-Maki Arena Advertising Rates 6/1/25 – 5/31/26 6/1/26 – 5/31/27 Ice Resurfacer – entire fee must be paid up front One Year $802 $802 Three Years $717/year – $2,151/annual $717/year – $2,151/annual PERMITS - BUILDING Water 2026 Amount Backflow Assembly Test Record Submittal $16.95 per report PERMITS – DEVELOPMENT/SUBDIVISION APPLICATION FEES 2026 Amount Grading Authorization Surety for 125% of Estimated Construction Costs (including $25,000 SWPPP compliance escrow); Inspection Escrow: 5% of Estimated Construction Costs (including $25,000 SWPPP compliance Page 51 of 176 Ordinance 2026-002 Page 2 of 3 escrow); Admin Fee: 3% of Estimated Construction Costs PERMITS – DEVELOPMENT/SUBDIVISION Platting Fees, Escrows & Sureties 2026 Amount Platting fees are generally collected with the approval of a Development Contract. Acreage charges shall be based on the grass gross area of the development, less floodways, steep slopes, delineated wetlands, and oversizing of county ROW fees based on REU shall use the MCES determination for flows. Permits – Special 2026 Amount Beekeeping Permit Initial Permit $100 Renewal Permit $40 SECTION 3. EFFECTIVE DATE AND CODIFICATION. This ordinance shall be effective immediately upon its passage and shall govern all licenses, permits, and approvals for regulated activities occurring or undertaken in the 2026 calendar year. This ordinance need not be codified but may be attached to the City Code as an Appendix. SECTION 4. SUMMARY PUBLICATION. CITY OF FARMINGTON DAKOTA COUNTY, MINNESOTA SUMMARY PUBLICATION ORDINANCE 2026-002 AN ORDINANCE AMENDING CHARGES AND FEES FOR LICENSES, PERMITS, OR OTHER CITY APPROVALS AND SERVICES FOR CALENDAR YEAR 2026 During their March 16, 2026 regular meeting, the City Council of the City of Farmington adopted Ordinance 2026-002. Pursuant to Minnesota Statutes Section 412.191, in the case of a lengthy ordinance, a summary may be published. While a copy of the entire ordinance is available for inspection and without cost by any person at the office of the City Clerk, the summary i s approved by the City Council and shall be published in lieu of publishing the entire ordinance. EFFECTIVE DATE. This ordinance shall be effective upon its passage and publication according to law. Passed by the City Council of the City of Page 52 of 176 Ordinance 2026-002 Page 3 of 3 Farmington, Minnesota, this 16th day of March 2026. /S/ Nicholas Lien, Mayor ATTEST: /S/ Shirley R Buecksler, City Clerk SECTION 5. EFFECTIVE DATE. This ordinance shall be effective upon its passage and publication according to law. Passed by the City Council of the City of Farmington, Minnesota, this 16th day of March 2026. ATTEST: ____________________________ ______________________________ Nicholas Lien, Mayor Shirley R Buecksler, City Clerk Page 53 of 176 City of Farmington 2026 Fee Schedule Adopted by the Farmington City Council December 15, 2025 Pa g e 5 4 o f 1 7 6 Page 1 of 32 TABLE OF CONTENTS SECTION SUB-SECTION PAGE CITY SERVICES 3-7 Fire Services 3-5 Municipal Services Equipment 6 Police Services 6-7 LICENSE – GENERAL 7-9 Dog License 7 Gambling License 7 Business Licenses 7 Special Licenses 7 Liquor Licenses 8 Cannabis Retail Business Fees 8 Cannabis Retail Business Penalties 9 License Investigation Fees 9 PARKS AND RECREATION 9-13 The Currents Advertising Rates 9-10 Park Facilities Rental Rates 10 Outdoor Field Rental Rates 11 Rambling River Center Rental Rates 11 Recreational Programs 11 Schmitz-Maki Arena Advertising Rates 12 Schmitz-Maki Arena Rates 12-13 PERMITS – BUILDING 13-18 General 13-16 Electrical Permits 16 Mechanical Permits 16 Plumbing Permits 16-17 Utility Service Connection Permits 17-18 PERMITS – CONSTRUCTION RELATED 18-19 Excavation and Mining 18-19 ROW (Right-of-Way) Permits 19 Pa g e 5 5 o f 1 7 6 Page 2 of 32 SECTION SUB-SECTION PAGE PERMITS – DEVELOPMENT/SUBDIVISION 19-24 Application Fees 19-21 Platting Fees, Escrows and Sureties 21-22 Permits – Special 22 Water Tower Communication Devices 22-23 Miscellaneous 23 Billing and Invoice Charges 23 Counter Sales 23-24 UTILITY CHARGES AND FEES 24-25 Water 24-25 Sanitary Sewer 25 Other 25 Penalties 25 SCHEDULE G – RAMBLING RIVER CENTER ROOM RENTAL RATES 26 SCHEDULE H – OUTDOOR FIELD USE SCHEDULE 27 Non-Tournament Outdoor Field Use Charges 27 Tournaments Outdoor Field Use Charges 27 Other Services and Fees 27 SCHEDULE I – 2009 MN STATE STATUTE 326B.1530 28-29 Building Value Range 28 Residential Building Valuations 28-29 SCHEDULE L – REQUEST FOR ELECTRICAL INSPECTION (REI) PERMIT 30-31 Single Family Residential 30 Multi-Family Residential and Commercial 31 SCHEDULE M – SOLAR PV INSTALLATION ELECTRICAL INSPECTION FEES 32 Single Family Residential and Solar Farm Installations 32 Pa g e 5 6 o f 1 7 6 Page 3 of 32 General Personnel Charges When the City charges for Staff time, the hourly rate will be multiplied by a factor of 1.5, which includes salary and benefits. Specific rates are available from the Finance Department upon request. Escrow Deposits Escrows are set to recover costs incurred by the City related to some permitting actions. Escrows shall be determined as defi ned in this Fee Schedule and may include, but are not limited to, administrative costs, personnel charges, and outside services. Wh en the City requires an escrow, the amount represents initial deposits, not actual charges. Additional deposits may be required if costs incurred go above the original escrow amount. Any unused escrow will be returned to the applicant. An Escrow Deposit Agreement may be required. CITY SERVICES FIRE SERVICES 2026 AMOUNT AMENDED False Alarms (after 3, per ordinance), Fire Alarms Non-Residential $250 up to five; $500 thereafter 2023 Residential $150 up to five; $300 thereafter Service and/or testing personnel conducting fire drills, maintenance, testing, or service of the alarm or sprinkler system, who caused a nuisance or unintentional alarm $250 per response 2023 Malicious/Mischievous False Alarms Staff time plus equipment rate Fire/Rescue Response (non-contracted services) Apparatus/Vehicle (includes personnel) Rate per hour Aerial Ladder Truck $550 2023 Brush Truck $165 2023 Chief $131 2023 Engine $330 2023 Light Rescue $165 2023 Tender $236 2023 Utility Vehicle $110 2023 Invalid/Lift Assist $150 up to five; $300 thereafter Pa g e 5 7 o f 1 7 6 Page 4 of 32 Hazardous Material Incidents Unauthorized Burning Extinguishment Fee Personnel and equipment rates Paid On-Call Personnel Rate $30/hour/person 2023 Fireworks Establishments Selling Fireworks Only $350 Establishments with Mixed Sales $100 Pyrotechnic Display Permit and Inspection (Fireworks sales as accessory item) $100 Flammable Tank System 500 Gallons or Less $25 501 – 1,000 Gallons $50 1,001 Plus Gallons 1.5% up to $10,000 Tank Removal $100 per tank Temporary Tent $40 MPCA Permit – 30 days (limited to 2 per year) $30 Open Burning Fire Permit (30 days) $30 Fire Alarm System – New or Alteration 1.5% of contract cost up to $10,000 (minimum of $50); 1% of contract cost over $10,000 Fire Suppression System – New or Alteration 1.5% of contract cost up to $10,000 (minimum of $50); 1% of contract cost over $10,000 Daycares $50 Complaint, Requested, or Routine Fire Life Safety Inspection Initial Inspection and Follow-up Inspection Free 2021 Re-Inspection of Any Type $75 Miscellaneous Fire Report Fee $15 Fire/Rescue Standby (2 Hour Minimum for Pyrotechnic Displays) Current hourly rate/person/ vehicle (vehicle would include personnel) Pa g e 5 8 o f 1 7 6 Page 5 of 32 Live Burn Instructor $75/hour Live Burn Trailer Rental $300/day Mobile Food Preparation Vehicle Permit $50 Tents and Temporary Membrane Structures Application $40 2005; Moved from Licenses - General MUNICIPAL SERVICES EQUIPMENT 2026 AMOUNT AMENDED Billed at equipment rate listed below plus personnel rate for Staff time. Staff time is billed at a one-hour minimum. Equipment rates during regular work hours are billed at a one-hour minimum; personnel rates for call-outs after regular hours are billed at a two-hour minimum at time and a half. ALL CITY EQUIPMENT MUST BE OPERATED BY A CITY EMPLOYEE. 1 Ton Truck $35/hour 5 Yard Dump Truck/Water Tanker $45/hour Air Compressor, Hammer, Hose $35/hour Backhoe $60/hour Blower $25/hour Bucket Truck $60/hour Chipper $50/hour Compacting Tamper $25/hour Flail Mower $75/hour Front End Loader $75/hour Generator – Small $50/hour Generator – Trailer $100/hour Grader $85/hour Paint Striper $30/hour Pickup Truck $30/hour Sewer Jetter/Vactor $175/hour Skid Steer $60/hour Street Sweeper $85/hour Trailer Pump $50/hour Trash Pump $25/hour TV Sewer Camera $200/hour Pa g e 5 9 o f 1 7 6 Page 6 of 32 POLICE SERVICES 2026 AMOUNT AMENDED Billed at equipment rate listed below plus personnel rate for Staff time. Staff time is billed at a two -hour minimum. Equipment rates during regular work hours are billed at a one -hour minimum; call-outs after regular hours are billed at a two-hour minimum. Copies Members of the Public – Paper Copies Fewer than 100 pages of black and white, letter or legal sized paper copies, the City may charge $.25 for each page copied, or $.50 for a two-sided copy 2024 Members of the Public – Most Other Copies (more than 100 paper copies, photographs, data on a CD, DVD, data stored electronically, etc.) The City may charge the actual cost for an employee to search for and retrieve the data, and to make paper copies or to electronically transmit the data. 2024 Data Subjects Actual cost for an employee to make and transmit paper copies or copies of electronically stored data, as well as the actual cost of materials 2024 False Alarms (after 3 per ordinance) Non-Residential $150 Residential $150 Miscellaneous Fingerprinting, Non-Resident (no charge for Resident) $50 Police Personnel Event Coverage $100/hour for non-profit; $150/hour for profit Pawnbrokers and Precious Metal Dealers Annual License Fee $8,000/year Pa g e 6 0 o f 1 7 6 Page 7 of 32 Billable Transaction Fee, Electronic $1.50/transaction Billable Transaction Fee, Manual $2.50/transaction Pawnbrokers and Precious Metal Dealers Investigation $1,000 LICENSES - GENERAL DOG LICENSE 2026 AMOUNT AMENDED Dangerous Dog Registration $100 Warning Tags and Symbols At cost Dog Kennel (3 or more dogs) Pursuant to Ordinance 6-2-14, the owner shall pay an additional $50, as appropriate, for a 4th dog. Exception – new residents, see note under animal licensing above. Permitted in Agricultural Zone only. $300/year GAMBLING LICENSE 2026 AMOUNT AMENDED Gambling Event Permit Fee No Fee Gambling Premise Permit Fee $50 BUSINESS LICENSE 2026 AMOUNT AMENDED Bed and Breakfast $50 Cigarette/Tobacco Sales $200/year Reinstatement After Revocation $150 plus administrative time per Fee Schedule Saunas $5,000/annual/business Therapeutic Massage – Business License $50 (includes one therapist) Therapeutic Massage – Therapist $50 SPECIAL LICENSES 2026 AMOUNT AMENDED Peddler, Solicitor, Transient Merchant License - Fee cannot be prorated; all licenses expire December 31st of current year $100/person/year 2024 Temporary Outdoor Exhibition Permit $50/event Pa g e 6 1 o f 1 7 6 Page 8 of 32 LIQUOR LICENSES 2026 AMOUNT AMENDED Beer, Off-Sale $75/year Beer, On-Sale $250/year Display and Consumption $300/year Temporary On-Sale Liquor No Fee On-Sale Intoxicating Liquor $3,500/year On-Sale Intoxicating Liquor – Sunday Sales $200/year Club On-Sale Intoxicating Liquor (1) $300 for a club with under 200 members; (2) $500 for a club with between 201-500 members; (3) $650 for a club with between 501 and 1,000 members; (4) $800 for a club with between 1,001 and 2,000 members; (5) $1,000 for a club with between 2,001 and 4,000 members; (6) $2,000 for a club with between 4,001 and 6,000 members; or (7) $3,000 for a club with over 6,000 members Fees set by Minnesota Statutes 340A.408 Transfer Fee $300 On-Sale Wine $300/year Brew Pub $250/year Cocktail Room $250/year Microbrewery $250/year 2024 Taproom $250/year CANNABIS RETAIL BUSINESS FEES 2026 AMOUNT AMENDED Registration renewals occur when the Office of Cannabis Management renews the license. The City may impos e an initial retail registration fee of $500 and a renewal retail registration fee of $1,000 or up to one half the amount of the applicable fee under Minnesota Statutes, Sectio 342.11, whichever is less. Cannabis Microbusiness Initial $0; Renewal $1,000 Initial $0; Renewal $1,000 2026 Cannabis Mezzobusiness Initial $500; Renewal $1,000 Initial $500; Renewal $1,000 2026 Cannabis Retailer Initial $500; Renewal $1,000 Initial $500; Renewal $1,000 2026 Medical Cannabis Combination Business Initial $500; Renewal $1,000 Initial $500; Renewal $1,000 2026 Lower Potency Hemp Edible Retailer Initial $125; Renewal $125 Initial $125; Renewal $125 2026 Temporary Cannabis Event $375 $375 2026 Pa g e 6 2 o f 1 7 6 Page 9 of 32 CANNABIS RETAIL BUSINESS PENALTIES 2026 AMOUNT AMENDED Non-Registrant $2,000 per violation $2,000 per violation 2026 Registrant $2,000 and suspension of registration up to 30 days $2,000 and suspension of registration up to 30 days 2026 Temporary Cannabis Events $200 per violation $200 per violation 2026 LICENSE INVESTIGATION FEES 2026 AMOUNT AMENDED Brew Pub, Cocktail Room, Microbrewery, or Taproom – Investigation Fee $100 Gambling Premise – Investigation Fee $50 On-Sale or Club On-Sale Intoxicating – Investigation Fee $300 On-Sale Wine – Investigation Fee $100 Saunas – Initial Investigation Fee $300 Saunas – Renewal Investigation Fee $150 Therapeutic Massage – Business Investigation Fee $300 Therapeutic Massage – Therapist Investigation Fee $200 PARKS AND RECREATION THE CURRENTS ADVERTISING RATES (full color advertising) 2026 AMOUNT AMENDED To qualify for non-profit status, a 501c3 tax exempt status is required Half Page per Publication Rate – Government/Non-Profit (H) 7.5” wide x 4.5” high; (V) 3.667” wide x 9.25” high $329 2026 Half Page per Publication Rate – Commercial/For Profit (H) 7.5” wide x 4.5” high; (V) 3.667” wide x 9.25” high $379 2026 Half Page 1-Year Rate $1,050 2026 Pa g e 6 3 o f 1 7 6 Page 10 of 32 – Government/Non-Profit 4 Issues/Year Half Page 1-Year Rate – Commercial/For Profit 4 Issues/Year $1,212 2026 Quarter Page per Publication Rate – Government/Non-Profit 3.667” wide x 4.5” high $228 2026 Quarter Page per Publication Rate – Commercial/For Profit 3.667” wide x 4.5” high $253 2026 Quarter Page 1-Year Rate – Government/Non-Profit 4 Issues/Year $727 2026 Quarter Page 1-Year Rate – Commercial/For Profit 4 Issues/Year $808 2026 PARK FACILITIES RENTAL RATES 2026 AMOUNT AMENDED Shelter Half Day 7 a.m. to 2:45 p.m.; or 3:15 p.m. to 11 p.m. $75 Includes Tax 2025 Shelter Full Day 7 a.m. to 11 p.m. $100 Includes Tax 2025 Event Application Fee $65 Includes Tax 2025 Events in Parks (150 or more people) – Requires insurance certificate and separate fees for portable toilet and trash service $300 Includes Tax 2025 Weddings – Requires insurance certificate and separate fees for portable toilet and trash service $300 Includes Tax 2025 Warming House Rental Rate – Private Skating Party 8 a.m. to 12 p.m. (Noon) only with minimum two- hour charge $41/hour Includes Tax Pa g e 6 4 o f 1 7 6 Page 11 of 32 OUTDOOR FIELD RENTAL RATES 2026 AMOUNT AMENDED Baseball Fields See Schedule H Soccer Fields See Schedule H RAMBLING RIVER CENTER RENTAL RATES 2026 AMOUNT AMENDED Annual Membership Includes both regular and fitness center membership $45/Individual Includes Tax 2026 DVD Rental Included with rental fee if requested Fitness Room Non-Member One-Time Visitor Pass $10 Includes Tax 2025 Member Incentive Programs – 30-day money back guarantee (Financial Support Program) Rambling River Center Room Rental Rates See Schedule G Rambling River Center Damage Deposit – Banquet Room $500 Rambling River Center Damage Deposit – Meeting Rooms $75 Rambling River Center Non-Member User Fee $6 Includes Tax 2023 Rambling River Center Newsletter Advertisement 2” x 2” ad space for 1 year $100 2026 Sound System Rental $151 Tax Included in Room Rental Fees 2026 RECREATIONAL PROGRAMS 2026 AMOUNT AMENDED Programs, Lessons, Activities Covers all direct costs Special Event Minimum or no fee charged Pa g e 6 5 o f 1 7 6 Page 12 of 32 SCHMITZ-MAKI ARENA ADVERTISING RATES 6/1/25 – 5/31/26 6/1/26 – 5/31/27 AMENDED Full 4’ x 8’ Sheet – entire fee must be paid up front One Year $505 $505 2025 Three Years $449/year = $1,347/annual $449/year = $1,347/annual 2025 4’ x 4’ Sheet – entire fee must be paid up front One Year $343 $343 2025 Three Years $313/year = $939/annual $313/year = $939/annual 2025 Ice Resurfacer – entire fee must be paid up front One Year $802 $802 2025 Three Years $717/year = $2,151/annual $717/year = $2,151/annual 2025 Dasher Boards – entire fee must be paid up front One Year $600 $600 2026 Three Years $550/year = $1,650/annual $550/year = $1,650/annual 2026 SCHMITZ-MAKI ARENA RATES 6/1/25 – 5/31/26 6/1/26 – 5/31/27 AMENDED Dry Floor Rental $500/day plus tax; $150/day plus tax (set-up and teardown) Ice Time – Prime Time Saturday and Sunday 7 a.m. to 10 p.m. Monday through Friday 2 p.m. to 10 p.m. $305/hour plus tax $315/hour plus tax 2026 Ice Time – Non-Prime Time Saturday and Sunday 10:15 p.m. to 6:45 a.m. Monday through Friday 10:15 p.m. to 1:45 p.m.) $245/hour plus tax $265/hour plus tax 2026 Indoor Turf Rental $115/hour plus tax $125/hour plus tax 2026 Open Hockey $11 Includes Tax Open Skating $6/person Includes Tax Open Skating Free Style $11 Includes Tax Open Skating Punch Card (expires on April 1 each year) 10 punches $54 Includes Tax Pa g e 6 6 o f 1 7 6 Page 13 of 32 Skate Rental $6/pair Skate Sharpening $6/sharpened pair or 10 sharpened pairs for $54 Includes Tax Summer Ice – June through August $245/hour plus tax $265/hour plus tax 2026 PERMITS - BUILDING GENERAL 2026 AMOUNT AMENDED Building Permit Grading permit fees may apply 2009 MN State Statute 326B.1530 See Schedule I New Tenant / Change of Use / Occupancy Classification $160 2026 Additional Plan Review Fee (after first review) Decks, Interior Finishes, Additions $25 2022 Commercial, New Single-Family Development, Multi Family Development $100 2022 Re-Inspection Fee $80 Basement Finish, All-Inclusive (3 or more rooms) (Only applicable to existing homes with Certificate of Occupancy) Basement Finish, All-Inclusive (2 rooms or less) Includes building, plumbing and HVAC (Fireplace NOT included) Flat $315 + State Surcharge Or Flat $210 + State Surcharge See Schedule I 2025 Bathroom Finish, All-Inclusive Includes building, plumbing and HVAC $105 plus State surcharge as recommended by MN State Code section Building Demolition See Schedule I Building Moving – House Requires special exception in addition to fees listed $160 plus State surcharge as recommended by MN State Code section 1300.0160 Pa g e 6 7 o f 1 7 6 Page 14 of 32 Building Moving – Garage Requires special exception in addition to fees listed $50 plus cost of utility locations Building Moving – Surety $10,000 flat Rooftop Solar Panels – Residential $100 2023 Re-Deck and Railing $100 2023 Decks See Schedule I Garages Grading permit fees may apply See Schedule I Gazebos, Freestanding See Schedule I Pools – Above Ground Grading permit fees may apply $105 plus State surcharge as recommended by MN State Code section 1300.0160 Pools – Inground Grading permit fees may apply $180 plus State surcharge as recommended by MN State Code section 1300.0160 2022 Hot Tub/Spa Installation $80 + State surcharge as recommended by State Code section 1300.0160 2025 Retaining Wall (over 4 feet) Grading permit fees may apply See Schedule I 2022 Parking Lot Striping, Resurfacing or Reconfiguration Flat Fee $250 + State surcharge as recommended by State Code section 1300.0160 2025 Porches See Schedule I Miscellaneous Requested Inspections $80 2025 Investigation Fee/Stop Work Order $80 Permit Pack Reprint $75 2023 Permit Card Reprint $5 Pa g e 6 8 o f 1 7 6 Page 15 of 32 Cancelled Permit $10 plus Plan Review Fees if applicable and print costs 2025 Expired Permit 50% of Base Fee Expired Temporary Certificate of Occupancy 50% of Base Fee Commercial Roof – Pitched Roof Flat Fee $250 + State surcharge as recommended by State Code section 1300.0160 2025 Commercial Roof – Flat Roof Flat Fee $500 + State surcharge as recommended by State Code section 1300.0160 2025 Multi-Family/Townhouses – Roof $70 per/unit, up to a maximum of 6 units or $420 + State surcharge 2025 Multi-Family/Townhouses – Siding $70 per/unit, up to a maximum of 6 units or $420 + State surcharge 2025 Roof $90 plus State surcharge as recommended by State Code section 1300.0160 2026 Siding $90 plus State surcharge as recommended by State Code section 1300.0160 2026 Window/Door Replacement $90 plus State surcharge as recommended by State Code section 1300.0160 2026 Egress Window $150 plus State surcharge as recommended by State Code section 1300.0160; Plan Review Required 2026 Pa g e 6 9 o f 1 7 6 Page 16 of 32 Combo Permit – two (2) of the following permits: Roof, Siding, or Window/Door Replacement $135 plus State surcharge as recommended by State Code section 1300.0160 2024 Combo Permit - three (3) of the following permits: Roof, Siding, or Window/Door Replacement $170 plus State surcharge as recommended by State Code section 1300.0160 2024 Re-Inspection (after two fails) $80 2025 Temporary Buildings on Construction Sites $150 ELECTRICAL PERMITS 2026 AMOUNT AMENDED Single-Family Residential See Schedule L Multi-Family Residential and Commercial See Schedule L Solar PV Installation See Schedule M MECHANICAL PERMITS 2026 AMOUNT AMENDED Fireplace $80/fireplace plus State surcharge as recommended by State Code section 1300.0160 2025 Commercial Heating 1.25% of contract cost plus State surcharge (contract valuation x .0005); minimum of $100 Commercial Heating – Re-Inspection $80 Residential Heating – New Construction $160 plus State surcharge as recommended by State Code section 1300.0160 2025 Residential Heating – Repair/Replace $80 plus State surcharge as recommended by State Code section 1300.0160 2025 Residential Heating – Re-Inspection $80 PLUMBING PERMITS 2026 AMOUNT AMENDED Heater, Water Softener $80 plus State surcharge as recommended by State Code section 1300.0160 2026 Pa g e 7 0 o f 1 7 6 Page 17 of 32 Commercial Plumbing Includes Sprinkling Systems 1.25% of contract plus State surcharge (contract valuation x .0005); Minimum $100 2026 Commercial Plumbing – Re-Inspection $80 plus State surcharge as recommended by State Code section 1300.0160 2026 Residential Plumbing – New Construction $160 plus State surcharge as recommended by State Code section 1300.0160 2025 Residential Plumbing – Repair/Addition $80 plus State surcharge as recommended by State Code section 1300.0160 2025 Residential Plumbing – Re -Inspection Not to exceed price of permit 2025 UTILITY SERVICE CONNECTION PERMITS 2026 AMOUNT AMENDED Erosion Control/Grading/Landscaping/As-Builts Initial Permit Fee $200 2026 Re-Inspection Fee Charged for any inspections in addition to those included in the permit fee $80 2023 Escrow – Single-Family and Multi-Family Residential Failure to complete the required escrow work items within one (1) year of issuance of a Temporary or Final Certificate of Occupancy will result in forfeiture of the Builder’s Deposit / Escrow deposit to the City of Farmington. $3,000 2026 Escrow – All Other Site Grading Permits 125% of Estimated Restoration Cost Sewer – Right-of-way permit required for work it the right-of-way, plus surety Connection Permit $75/each Lateral Connection Charge $2,160 Lateral Equivalent Charge See assessment rolls City Sewer Availability Charge (CSAC) $590/REU; 2025 Pa g e 7 1 o f 1 7 6 Page 18 of 32 REU determination by Metropolitan Council MCES Sewer Availability Charge (SAC) $2,485/REU); REU determination by Metropolitan Council 2022 Re-Inspection Fee $80 2023 Water Connection Permit Right-of-Way Permit required for work in the right- of-way, plus surety $75/each Lateral Connection Charge $1,515/each Re-Inspection Fee $80 2023 Reserve Capacity Connection (WAC) Fee Funds construction of trunk infrastructure to support new development. Water connection charge will not apply to fire sprinkler lines. $2,610/REU; REU determination by Metropolitan Council 2025 Backflow Assembly Test Record Submittal $16.95 per report 2025 PERMITS – CONSTRUCTION RELATED EXCAVATION & MINING 2026 AMOUNT AMENDED Grading plans required plus personnel charges to review the application. CUP required for 50,000 cubic yards and above. 0 – 1,000 Cubic Yards $50 1,000 – 25,000 Cubic Yards $150 25,001 – 50,000 Cubic Yards $300 50,001 – 250,000 Cubic Yards $500 250,000+ Cubic Yards $1,000 Filling – CUP required $75 plus Staff time Landfills, Sludge Ash, Incinerator Ash, etc. $150,000 initial; $60,000/year plus $30/ton renewal Pa g e 7 2 o f 1 7 6 Page 19 of 32 Excavation/Filling/Mining Surety Per estimated costs of code compliance ROW (RIGHT-OF-WAY) PERMITS 2026 AMOUNT AMENDED Utility Construction Permit Fee for Work up to 1,000 Linear Feet $160 Fee for Work Over 1,000 Linear Feet $0.16 per linear foot Escrow Deposit $500 Minimum General Excavation Permit Fee $160 Escrow Deposit $500 minimum Obstruction Permit $50 PERMITS – DEVELOPMENT/SUBDIVISION APPLICATION FEES 2026 AMOUNT AMENDED Applicant is responsible for all additional costs incurred beyond initial application fee associated with processing application. An escrow deposit may be required. Annexation Petition $250 plus $20/acre up to 10 acres; $5/acre over 10 acres 2005 Comprehensive Guide Plan Amendment $450 Conditional Use Permit/Special Exception $250 Interim Use Permit $250 Rezoning Administrative Fee $450 Appeal by Applicant to Zoning Decision $150 Appeal by Applicant to Planning Commission Decision $150 2005 Zoning Certificate, Verification of Zoning $25 Site Plan Review $150 Sketch Plan Review $150 Subdivision Waiver, Administrative Fee $125/Staff time 2005 Pa g e 7 3 o f 1 7 6 Page 20 of 32 Vacation of Public Right-of-Way $200 Variance Request $250 Environmental Review Actual cost which may include both personnel and outside services Preliminary Plat Fee $750 base plus $10/lot Escrow 3 lots or less $1,000 4-10 lots $2,500 11 lots or more $5,000 Grading Authorization Surety for 125% of Estimated Construction Costs (including $25,000 SWPPP compliance escrow) Inspection Escrow: 5% of Estimated Construction Costs (including $25,000 SWPPP compliance escrow); Admin Fee: 3% of Estimated Construction Costs 2024 Final Plat Fee $300 Escrow 3 lots or less $1,000 4-10 lots $2,500 11 lots or more $5,000 PUD (Planned Unit Development) Fee $500 plus $22/acre 2005 PUD Amendment Fee $300 Business Subsidy Application (Applicant responsible for any additional costs incurred beyond initial application fee and escrow associated with processing application) Tax Abatement Application Fee $500 plus $6,000 escrow 2023 Tax Increment Financing Application Fee $500 plus $10,000 escrow 2023 Wetland Conservation Act Administration Fee $250 Pa g e 7 4 o f 1 7 6 Page 21 of 32 Wetland Replacement Plan Surety 125% of estimated construction cost Wetland Replacement Plan Monitoring $5,000; 5-year Surety PLATTING FEES, ESCROWS & SURETIES 2026 AMOUNT AMENDED Platting fees are generally collected with the approval of a Development Contract. Acreage charges shall be based on the grass gross area of the development, less floodways, steep slopes, delineated wetlands, and oversizing of county ROW fees based on REU shall use the MCES determination for flows. Sanitary Sewer Trunk Area Charge – this charge funds trunk improvements $2,729/acre 2026 Sealcoating Fee – this fee funds initial sealing of newly constructed streets after initial construction, as required by engineering guidelines $1.66/square yard of bituminous area 2026 Surface Water Management Fee (Development) – this fee funds the trunk storm water improvements identified in the City’s Surface Water Management Plan Residential, Low Density $12,744/acre 2021 Residential, High Density $21,169/acre 2021 Commercial/Industrial/Institutional $25,484/acre 2021 Surface Water Quality Management – this fee is collected to fund future excavation of sediments deposited in sedimentation ponds Residential (single/multi) $120/acre 2023 Commercial/Industrial/School/Other $246/acre 2023 Water Trunk Area Charge – this charge funds the trunk improvements $5,090/acre 2026 Parkland and Trail Fees Per Parkland Dedication Ordinance Calculation Future Through Street Sign Actual cost Wetland Buffer, Conservation, and Natural Area Signs Actual cost Public Improvement Surety 125% of Estimated Public Improvement Construction Estimate (including $25,000 SWPPP compliance escrow) 2024 Contract Administration Fee 3% of Estimated Public Improvement Construction Cost Estimate Pa g e 7 5 o f 1 7 6 Page 22 of 32 Construction Observation Escrow 5% of Estimated Public Improvement Construction Cost Estimate PERMITS – SPECIAL 2026 AMOUNT AMENDED Sign Permit, Review Plans – signs which need a Conditional Use Permit must pay both the established Sign Permit fee, plus the Conditional Use Permit fee Estimated value: up to $500 $20 Estimated value: $500.01 - $1,000 $30 Estimated value: $1,000.01 - $2,500 $60 Estimated value: over $2,500 $80 Urban Chicken Permit Initial Permit $100 Renewal Permit $40 Beekeeping Permit Initial Permit $100 2025 Renewal Permit $40 2025 Dock Permit $40 WATER TOWER COMMUNICATION DEVICES 2026 AMOUNT AMENDED Lease Administration Fee – this fee must be paid prior to any research or site meetings. The fee covers Staff time or outside costs to review plans and specifications. Surety may be required for any approved work. $500 Lease rates noted are the initial rate indicated in any new lease agreements, and the rate will increase by 5% annually on January 1, regardless of the date that the lease is signed or type of equipment. Base Lease Rate – this lease rate covers up to three (3) antennas and 300 square feet of space at the base of the tower. $4,775.00 ($57,300.00 annually) 2026 Additional Antenna Lease Rate – this rate will be added to the base lease rate, beginning with the $1,590.00 ($19,104.00 annually) 2026 Pa g e 7 6 o f 1 7 6 Page 23 of 32 fourth antenna array, for each additional antenna array. Additional Space Rental Lease Rate – this charge will apply if the installation occupies more than a total of 300 square feet at the base of the tower. Square footage will be calculated based on a rectangular area described by adding three (3) feet to the maximum width and length, or by the actual size of easement requested, whichever is larger. This will not include access easements, or line easements from the tower to the enclosure/equipment. $8.00/month/sq ft ($96.00/year/sq ft) 2024 Lease Rate for Small Antenna Installations – Small Antenna Installation Definition: • Ground lease area no greater than 30 sq ft • No alteration of the tank exterior coating for antenna mounting Negotiated 2024 MISCELLANEOUS 2026 AMOUNT AMENDED Ag Preserve Filing $75 Candidate Filing – 10,000 – 100,000 population $5 Code Enforcement Cost Recovery $75 Re-Inspection/ administrative fee plus cost of abatement 2022 Private Hauler – Commercial Dumpster Annual Fee $100 BILLING AND INVOICE CHARGES 2026 AMOUNT AMENDED Assessment Certification Fee $35 administrative fee plus 8% interest Late Payment Penalty 10% of current delinquent charge Returned Item Fee $30 Special Assessment Search $25 COUNTER SALES 2026 AMOUNT AMENDED CD/DVD $35 2005 Comprehensive Plan Document $40 Pa g e 7 7 o f 1 7 6 Page 24 of 32 Copies $.25 for each page copied or $.50 for a two-sided copy 2026 Color Copies 8 ½ x 11 $.50 for each page copied or $1.00 for a two-sided copy 2026 Color Copies 11 x 17 $1 for each page copied or $2.00 for a two-sided copy 2026 Large Format Copy (excluding 2’ contour) $3/copy Flood Plain Map (copy of FEMA map) $5 Flood Plain Map (other) $15 New Resident List (photo or electronic copies) $3.50/mo or $42/yr Photographs $5/copy Redevelopment Plan $10 UTILITY CHARGES AND FEES WATER 2026 AMOUNT AMENDED Base Fee – All Classes (per quarterly bill) $18.25 per quarter 2026 Volume Charges Up to 20,000 gallons $1.88 per 1,000 gallons 2026 20,001 to 40,000 gallons $2.81 per 1,000 gallons 2026 40,001 gallons and up $3.73 per 1,000 gallons 2026 Irrigation meters $3.73 per 1,000 gallons 2026 Hydrant Meter Water Usage $2/1,000 gallons; $60 minimum Hydrant Meter Deposit $5,000 refundable deposit Meter Reading (if no change in ownership) $37.50 Meter Testing Fee $125 2026 Meters Meter fee does not include applicable sales tax. Meter Size Amount ¾” $ 533.00 ¾” High flow 583.00 1” 748.00 1 ½” 1,038.00 2” 1,315.00 2026 Pa g e 7 8 o f 1 7 6 Page 25 of 32 3” 3,345.00 4” 5,590.00 6” $6,385.00 Backflow Assembly Test $16.95 per test report submission 2026 Water Disconnection Fee $75 Water Reconnection Fee $75 SANITARY SEWER 2026 AMOUNT AMENDED Base Fee Residential; includes first 10,000 gallons $73.43/qtr 2026 Commercial; includes first 20,000 gallons $146.87/qtr 2026 Volume Charges; based on actual water consumed during the most recent quarter or the customer’s winter quarter, whichever is less Residential use over 10,000 gallons $9.55/1,000 gallons 2026 Commercial use over 20,000 gallons $9.55/1,000 gallons 2026 Sump Pump Ordinance Non-Compliance $100/mo. added to sewer bill OTHER 2026 AMOUNT AMENDED Storm Water Utility $26.66/storm water unit/qtr 2026 Street Light Utility $7.57/REU/qtr 2026 PENALTIES 2026 AMOUNT AMENDED Water Use Restriction Penalties 1st Offense Warning 2nd Offense $50 3rd and Subsequent Offenses $100 Pa g e 7 9 o f 1 7 6 Page 26 of 32 SCHEDULE G RAMBLING RIVER CENTER ROOM RENTAL RATES * ROOM NAME 2026 AMOUNT AMENDED Arts and Crafts Room – capacity 30 people $70 for 2-hour block + $35 each additional hour 2023 Banquet Room – capacity 130 people and includes use of kitchenette and Minnwest Bank Patio. Use of up to 12 round tables and chairs and mandatory cleaning fee for cleaning the room after rental ends, which includes trash removal and tear down. If cleaning takes more than three hours, then billing for additional cleaning time beyond the three hours will be at a rate of $80 per additional hour. $520 for 4-hour rental block + one additional hour for set up and clean up time (5 hours total) $130 for each additional hour rented beyond the original 4-hour block 2026 $1,300 for 10-hour rental block + two additional hours for set up and clean up time (12 hours total) 2026 Empire Room - capacity 57 people $95 for 2-hour time block and $48 each additional hour 2026 Two Small Conference Rooms – capacity 15 people $20 for 2-hour time block and $10 each additional hour Pa g e 8 0 o f 1 7 6 Page 27 of 32 SCHEDULE H OUTDOOR FIELD USE FEE SCHEDULE NON-TOURNAMENT OUTDOOR FIELD USE CHARGES 2026 AMOUNT AMENDED Adult Groups $75; includes tax 2026 Summer Outdoor Use Fee – groups primarily serving local youth under 18 years of age. Calculated based on the number of registered participants as of the first day of scheduled practice. $19/participant 2025 Youth groups not qualifying or choosing not to pay the Seasonal Use Fee $70; includes tax 2026 TOURNAMENTS OUTDOOR FIELD USE CHARGES 2026 AMOUNT AMENDED Baseball and Softball Fields – fee includes use plus initial dragging, setting of the base path and pitching, and painting of foul and fence lines once each tournament. $85/field/day; includes tax (fee does not include trash fee). User group must contract with DSI for trash removal. 2026 Soccer Fields – full size soccer fields may be subdivided into small fields but are only charged per full size field. Any portion of a full size field constitutes use of that full size field. $85/field/day; includes tax (fee does not include trash fee). User group must contract with DSI for trash removal. 2026 OTHER SERVICES AND FEES 2026 AMOUNT AMENDED Additional dragging baseball or softball fields $20 (includes tax) per field per dragging 2025 Additional labor or materials requested by group At prevailing wage Portable toilets At prevailing wage Soccer field lining $60 (includes tax) per hour for labor + $35 (includes tax) per hour for painting 2025 Pa g e 8 1 o f 1 7 6 Page 28 of 32 SCHEDULE I 2009 MN STATE STATUTE 326B.1530 BUILDING VALUE RANGE 2026 AMOUNT AMENDED $0 - $500 $80 2026 $501 - $2,000 $29.68 for the first $500; $3.92 per additional $100 2026 $2,001 - $25,000 $88.51 for the first $2.000; $17.55 per additional $1,000 2026 $25,001 - $50,000 $492 for the first $25,000; $12.72 per additional $1.000 2026 $50,001 - $100,000 $810 for the first $50,000; $8.96 per additional $1,000 2026 $100,001 - $500,000 $1,257.85 for the first $100,000; $7.16 per additional $1,000 2026 $500,001 - $1,000,000 $4,119.85 for the first $500,000; $5.83 per additional $1,000 2026 $1,000,001 and up $7,034.85 for the first $1,000,000; $4.77 per additional $1,000 2026 This fee schedule was developed with information provided by the State Building Codes and Standards Division. RESIDENTIAL BUILDING VALUATIONS 2026 AMOUNT AMENDED Cost per Square Foot Decks $22.15 2026 Entry Covered Porches $33.92 2026 Four Season Porches $89.39 2026 Garages Wood Frame $48.75 2026 Masonry Construction $33.73 2026 Pa g e 8 2 o f 1 7 6 Page 29 of 32 Carport $22.28 2026 Pole Building $21.69 2026 Gazebos, Wood Framed/Screened $62.21 2026 Single Family Dwellings – Basement Finished Basements $31.13 2026 Unfinished Basements $23.90 2026 Crawl Space $13.45 2026 Conversion (Basement Finish) $16.32 2026 All Inclusive Basement Finish $19.82 2026 Single Family Dwellings – Type V – Wood Frame First Floor $103.77 2026 Second Floor $103.77 2026 Five Course 1st Floor Lookout Unfinished $89.39 2026 Sheds $31.01 2026 Three Season Porches, Wood Framed $62.21 2026 Pa g e 8 3 o f 1 7 6 Page 30 of 32 SCHEDULE L – PAGE 1 REQUEST FOR ELECTRICAL INSPECTION (REI) PERMIT Single Family Residential ITEM DESCRIPTION 2026 AMOUNT AMENDED New Home Construction $185 2025 Lower Level Finish $90 2025 Addition $90 2025 Porch $90 2025 Kitchen Remodel $90 2025 Range $45 2025 Add Receptacle $45 2025 Pool $90 2025 Hot Tub/Spa $45 2025 Bath Remodel $90 2025 Exhaust Fan $45 2025 Radon $45 2025 Furnace, Air Conditioner, Fireplace, Water Heater, Dryer $45/each 2025 Separate Grounding $45 2025 Service Panel Upgrade $200 2025 Sub Panel $90 2025 Temporary Service – Residential Only $45 2025 Generator – Residential Only $90 2025 Service Lateral – Trench Inspection $45 2025 Off Peak EV Car Charger $45 2025 Inspection Fee – One Trip $45 2025 Inspection Fee – Two Trips $90 2025 Inspection Fee – Three Trips $135 2025 City Service Fee (All Electrical Permits) $10 2025 State Surcharge (All Electrical Permits) $1 2025 Pa g e 8 4 o f 1 7 6 Page 31 of 32 SCHEDULE L – PAGE 2 REQUEST FOR ELECTRICAL INSPECTION (REI) PERMIT Multi Family Residential & Commercial ITEM DESCRIPTION 2026 AMOUNT AMENDED Commercial Work/One Trip Only Minimum $45 + City service fee $10 + State surcharge (Job Cost x .0005) 2025 Commercial Work/Multiple Trips Minimum $90 + City service fee $10 + State surcharge (Job Cost x .0005) 2025 All Commercial Electrical Permits, based on job cost valuation 1 ½% of contract cost 2025 City service fee $10 Street / parking lot / outdoor or traffic standards $6 MFG home pedestal $41 New multi family dwelling $100 Failure to file permit $82 or total fee doubled, whichever is greater, up to $1,000 Pa g e 8 5 o f 1 7 6 Page 32 of 32 SCHEDULE M SOLAR PV INSTALLATION ELECTRICAL INSPECTION FEES Single Family Residential & Solar Farm Installations ITEM DESCRIPTION 2026 AMOUNT AMENDED Single Family Residential 0 watts to 10,000 watts $175 2025 10,001 watts and greater $250 2025 Solar Farm Installations 40,001 watts to 1,000,000 watts $375 plus $37.50 for each additional 10,000 watts over 40,000 2025 1,000,001 watts to 5,000,000 watts $3,975 plus $25 for each additional 10,000 watts over 1,000,000 2025 5,000,001 watts or larger $10,810 plus $15 for each additional 10,000 watts over 5,000,000 2025 Approved by the Farmington City Council on the 15th day of December 2025 (Ord 2025-009). Pa g e 8 6 o f 1 7 6 REGULAR COUNCIL AGENDA MEMO To: Mayor, Councilmembers and City Administrator From: Tony Wippler, Planning Manager Department: Community Development Subject: Agreement for Services with Hoisington Koegler Group, Inc. for the 2050 Comprehensive Plan Update Meeting: Regular Council - Mar 16 2026 INTRODUCTION: All incorporated Cities, Counties, and Townships within the seven-county metro region must prepare a comprehensive plan and update that plan every 10 years. Imagine 2050 (Imagine2050 - Imagine 2050) kicked off in September 2025 when the Metropolitan Council issued their system statements. System statements are individualized documents that inform the City on how it is affected by the Metropolitan Council's policy plans for regional systems (i.e., transportation, aviation, water resources, and regional parks and trails) and provides individualized forecasts for population, households and employment. With the issuance the of the to update City's required the statement, system decennial comprehensive plan begins (the 2050 Comprehensive Plan Update). DISCUSSION: Attached for Council's consideration and approval is an agreement for services, along with a project scope/work plan with Hoisington Koegler Group, Inc. pertaining to the required 2050 Comprehensive Plan Update. As indicated in the attached scope/work plan - the 2050 Comprehensive Plan Update will build forth mid-cycle recent the in set the that direction and work of off was the complete to (multi-year) process process. amendment plan comprehensive The comprehensive plan update will follow the standard/required steps, but the starting point will be different. The required tasks in the scope include: 1. Take the pulse - this task will include reviewing the Metropolitan Council's Imagine 2050 and how it needs to be incorporated into the City's 2050 Comprehensive Plan Update, updating of round initial the public and context, existing community's the conduct engagement. 2. Shape the plan - this will include changes to the land use based on such things as projections public of round second the include policies. will It and goals and also engagement. Page 87 of 176 3. Prepare the plan - full draft of the 2050 Comprehensive Plan will be prepared and presented to the Planning Commission and City Council. The third and final round of public engagement will take place, and a final draft of the plan will be created based on Planning Commission and City Council reviews and community engagement. 4. Seek approvals - public hearing to be held at the Planning Commission, present the plan to the City Council, and seek approval to distribute the plan to the affected and adjacent jurisdictions and agencies. 5. Distribute plan for 6-month review - assemble an electronic version of the plan for distribution to affected and adjacent jurisdictions and agencies, submit the plan to the Metropolitan Council for preliminary review, summarize comments received, and present the the to plan the of submittal the authorize to Council City the to plan revised Metropolitan Council for formal review. 6. Facilitate Metropolitan Council review - prepare and submit the plan for Metropolitan Council formal review, and revise the plan as needed to address completeness issues identified by the Metropolitan Council. 7. Adopt the plan - seeking final adoption of the plan by the City Council following approval by the Metropolitan Council. BUDGET IMPACT: The budget for the work to be completed through the 7 tasks identified above is not to exceed $110,000. The work is proposed to be spread over the next three years with the following expenditures per year: $70,000 in 2026, $30,000 in 2027, and $10,000 in 2028. Staff is also requesting an amendment to the 2026 budget for Professional Services within the Planning Department budget. The 2026 budget allocated $50,000 for Professional Services to the Planning Department. As indicated above, Hoisington Koegler Group, Inc. has budgeted $70,000 for 2026 - this would require an adjustment of $20,000 to the 2026 budget. The amounts for 2027 and 2028 will be reflected in the Planning Department's budget for those years. ACTION REQUESTED: Authorize the following actions: 1. Signing of the attached agreement for services with Hoisington Koegler Group, Inc. for the 2050 Comprehensive Plan Update. The agreement accounts for work already completed by Hoisington Koegler Group, Inc. as part of the recent comprehensive plan amendment. 2. Amending the 2026 budget to include an additional $20,000 to the Professional Services line item in the Planning Department's budget. ATTACHMENTS: Page 88 of 176 Farmington DRAFT Contract 2050 Comp Plan 20260224 (002)CLEAN Page 89 of 176 800 Washington Avenue North, Suite 207 Minneapolis, Minnesota 55401 February 24, 2026 Tony Wippler, Planning Manager City of Farmington 430 Third Street Farmington, MN 55024 RE: AN AGREEMENT BETWEEN THE CITY OF FARMINGTON AND HOISINGTON KOEGLER GROUP INC. FOR SERVICES PERTAINING TO 2050 COMPREHENSIVE PLAN Dear CLIENT: This letter outlines a Scope of Services, Fee Schedule and other elements which together constitute an agreement between the City of Farmington hereinafter referred to as the CLIENT, and Hoisington Koegler Group Inc., hereinafter referred to as the CONSULTANT for 2050 Comprehensive Plan, hereinafter referred to as the PROJECT. The CLIENT and CONSULTANT agree as set forth below: A. BASIC SERVICES The CONSULTANT’S basic services for the PROJECT are as provided in Attachment A Work Program. B. ADDITIONAL SERVICES The CONSULTANT and the CLIENT may agree in writing to amend this Contract for additional services related to the PROJECT and compensation for such services. The following services have not been requested by the CLIENT but are available upon written authorization. 1. Meetings in addition to those specified in Paragraph A above. 2. Services or Deliverables not specifically identified in Paragraph A above. C. FEES FOR PROFESSIONAL SERVICES The CONSULTANT agrees to complete the scope of work contained in Paragraph A in exchange for professional fee compensation as noted below. The CLIENT agrees to pay the CONSULTANT for PROJECT services rendered as follows: Page 90 of 176 2/24/2026 2050 Comprehensive Plan City of Farmington 2 1. For the CONSULTANT’S Basic Services described in Paragraph A above, a fee based on the CONSULTANT’S current hourly rate schedule (see Attachment B) not-to-exceed one hundred ten thousand dollars inclusive of expenses as noted in Paragraph A. 2. For the CONSULTANT’S Additional Services described in Paragraph B, a fee based on the CONSULTANT’S current hourly rate schedule plus incidental expenses or a negotiated fee. 3. Invoices will be submitted electronically (PDF form) to the CLIENT via email on a monthly basis as work is completed and shall be payable within 30 days in accordance with this Agreement. 4. The CONSULTANT reserves the right to suspend services if the CLIENT is delinquent in making payments in accordance with this Agreement. D. CLIENT’S RESPONSIBILITY The CLIENT shall be responsible for the following: 1. Assembly of background information including, but not limited to digital copies of all files, pertinent plans, aerial photographs, base maps, inventory data, available GIS mapping, limited to those that are reasonably available. 2. Arrangements and notification for public meetings, including, but not limited to open houses, neighborhood meetings, and commission/board meetings. 3. Preparation of required minutes per city policy. 4. Participation in Planning Staff and Key Staff meetings. 5. Reproduction and distribution of Project reports as deemed necessary and not otherwise specified in paragraph A. 6. Participation in community engagement events to expand reach of those specified in paragraph A. 7. Review of draft Project reports prepared in accordance with paragraph A. 8. Coordination with consultants retained for transportation and infrastructure analysis. This includes the delivery of DNR water supply and the local surface water management plans or summaries of these plans in a schedule consistent with the overall comprehensive plan schedule. 9. Preparation of content to be inserted into comprehensive plan chapters. E. INSURANCE CONSULTANT shall maintain insurance of the kind and in the amounts shown below for the life of the contract. Certificates for General Liability Insurance should state that the CLIENT, its Page 91 of 176 2/24/2026 2050 Comprehensive Plan City of Farmington 3 officials, employees, agents and representatives are Additional Insureds. The CLIENT reserves the right to review CONSULTANT’s insurance policies at any time to verify that contractual requirements have been met. 1. Commercial General Liability Insurance ▪$2,000,000 per occurrence ▪$3,000,000 general aggregate ▪$300,000 damage to rented premises ▪$15,000 medical expenses 2. Umbrella Liability ▪$1,000,000 per occurrence ▪$1,000,000 general aggregate ▪$10,000 self-insured retention 3. Worker’s Compensation and Employer’s Liability a. Worker’s Compensation per Minnesota Statutes b. Employer’s Liability ▪$500,000 per accident; ▪$500,000 per employee; ▪$500,000 per disease policy limit. 4. Professional Liability Insurance ▪$2,000,000 per claim ▪$4,000,000 annual aggregate F. COMPLETION SCHEDULE The services of the CONSULTANT will begin upon CLIENT approval and will, absent of causes beyond the control of the CONSULTANT, be completed within thirty months of the date that the CLIENT issues a notice to proceed. The notice to proceed shall come from an authorized representative of the City. G. SUB-CONSULTANTS The CONSULTANT shall not add any Sub-Consultants without written consent from the CLIENT. H. NONDISCRIMINATION The CONSULTANT agrees not to discriminate by reason of age, race, religion, color, sex, national origin, or handicap unrelated to the duties of a position, of applicants for employment or employees Page 92 of 176 2/24/2026 2050 Comprehensive Plan City of Farmington 4 as to terms of employment, promotion, demotion or transfer, recruitment, layoff or termination, compensation, selection for training, or participation in recreational and educational activities. I. EQUAL OPPORTUNITY During the performance of this Contract, the CONSULTANT, in compliance with Executive Order 11246, as amended by Executive Order 11375 and Department of Labor regulations 41 CFR Part 60, shall not discriminate against any employee or applicant for employment because of race, color, religion, sex or national origin. The CONSULTANT shall take affirmative action to insure that applicants for employment are employed, and that employees are treated during employment, without regard to their race, color, religion, sex or national origin. Such action shall include, but not be limited to, the following: employment, upgrading, demotion, transfer; recruitment or recruitment advertising; layoff or termination, rates of pay or other forms of compensation; and selection for training, including apprenticeship. The CONSULTANT shall post in conspicuous places available to employees and applicants for employment notices to be provided by the Government setting forth the provisions of this nondiscrimination clause. The CONSULTANT shall state that all qualified applicants will receive consideration for employment without regard to race, color, religion, sex, or national origin. The CONSULTANT shall incorporate the foregoing requirements of this paragraph in all of its subcontracts for program work, and will require all of its subcontractors for such work to incorporate such requirements in all subcontracts for program work. J. INDEMNIFICATION CLIENT and CONSULTANT agree to indemnify and hold the other harmless, and their respective officers, employees, agents, and representatives, from and against liability for all claims, losses, damages, and expenses, including reasonable attorneys fees, to the extent such claims, losses, damages or expenses are caused by the indemnifying party's negligent acts, errors, or omissions. In the event claims, losses, damages or expenses are caused by the joint or concurrent negligence of the CLIENT and CONSULTANT, they shall be borne by each party in proportion to its negligence K. TERM, TERMINATION, SUCCESSORS AND/OR ASSIGNS 1. The Term of this Agreement shall be concurrent with the work authorized and shall be in accordance with the schedule to be established between the CLIENT and the CONSULTANT. 2. Either party may terminate this Agreement by written notice to the other party at its address by certified mail at least ten (10) days prior to the date of termination. 3. Neither the CLIENT nor the CONSULTANT shall assign, sublet or transfer its interest in this Agreement without the written consent of the other. Page 93 of 176 2/24/2026 2050 Comprehensive Plan City of Farmington 5 4. The time schedule shall not apply and/or time extensions will be allowed for any circumstances beyond the control of the CONSULTANT. 5. This Agreement shall be governed by all applicable laws. 6. Upon termination, Consultant shall be entitled to fees earned through the effective date of termination. L. DISPUTES In the event the CLIENT and CONSULTANT are unable to reach agreement under the terms of this contract, disputes shall be resolved using alternative dispute resolution (ADR). M. REVOCATION If this agreement is not signed and accepted by both parties within 90 days of the contract date, it shall become null and void. N. AUTHORIZATION IN WITNESS WHEREOF, The CLIENT and the CONSULTANT have made and executed this Agreement for Professional Services, This day of , 2026 CLIENT City of Farmington Name Title Name Title Page 94 of 176 2/24/2026 2050 Comprehensive Plan City of Farmington 6 CONSULTANT Hoisington Koegler Group Inc. Name Title Page 95 of 176 2/24/2026 2050 Comprehensive Plan City of Farmington 7 ATTACHMENT A WORK PROGRAM The work program for the 2050 Comprehensive Plan Update was developed to build off the direction set forth in the most recent comprehensive plan amendment process. That process included community engagement to inform the development of a new vision and set of guiding principles, evaluation of existing conditions and trends to inform the development of a future land use plan, and discussions with elected and appointed officials about the desired character and form of future development. It is important to note that while the process proposed below is similar to our typical comprehensive planning updates, the starting point is different. Farmington’s process will begin with understanding what has changed since the development of the draft future land use plan in the recent amendment and how Metropolitan Council requirements for the 2050 Comprehensive Plan may necessitate further discussion and refinement. 1. Take the Pulse Task 1 is focused on establishing the foundation for the 2050 Comprehensive Plan. Task 1 will focus on updating the community’s existing context and gathering input on community needs. In addition to updating base mapping and demographics, the planning process will include an audit of the 2040 Comprehensive Plan and recent comprehensive plan amendment, as well as a review of how the direction established by the Metropolitan Council in Imagine 2050 will need to be incorporated into the 2050 Comprehensive Plan. This task will include the following subtasks: 1.1. Evaluate the city’s system statement and minimum requirements checklist from the Metropolitan Council to preliminarily determine what needs to be updated and what topics potentially require additional discussion with Staff, policymakers, and the community. 1.2. Prepare base mapping and update demographic, housing, and economic information to create a succinct summary for the community and to update the Community Background chapter. 1.3. Facilitate a meeting with Key Staff (e.g. parks, engineering, public works) to officially kick off the project: a. Discuss issues and opportunities. b. Discuss potential impacts from city’s system statement and minimum requirements checklist from the Metropolitan Council. c. Review and refine draft community engagement materials. d. Discuss approach for updates to Transportation and Water Resources chapters. Page 96 of 176 2/24/2026 2050 Comprehensive Plan City of Farmington 8 1.4. Conduct Engagement Round 1. Round 1 of the community engagement will have two primary purposes. First, we will use it to communicate the project to the community: the “what,” “why,” and “how” of the Comprehensive Plan update. Secondly, we will use this phase to confirm the vision that was prepared during the recent amendment process and identify any community needs that should be considered. It is anticipated that this round of engagement will include the preparation of materials for posting on the project website and inclusion in City communications; preparation of an online engagement tool; attendance at community pop-up events and/or targeted community groups to reach underrepresented populations; and the preparation of an engagement summary. It also will include property owner interviews for those areas where the future land use may change from the 2040 Comprehensive Plan. In order to ensure a broad audience is engaged, this round of community engagement will extend for at least four months to enable the consulting team and Planning Staff to participate in a range of events. While the consultant team will participate in up to 3 events, the consultant team will ensure Planning Staff will have the materials needed to attend additional events. 1.5. Conduct Kick Off Event with the Planning Commission and City Council to provide background on comprehensive planning, provide highlights about Farmington today, share community input received to date, and solicit initial input. Combine with discussion about zoning code. 1.6. Conduct Kick Off Event with Parks & Recreation Commission and Rambling River Center Advisory Board to provide background on comprehensive planning, provide highlights about Farmington today, share community engagement input received to date, and solicit initial input. 1.7. Meet with Planning Staff to review the draft community engagement summary and community context chapter, as well as to confirm additional community outreach events. 1.8. At the completion of this task, HKGi’s project manager will meet with the City’s project manager to discuss whether and how findings from the task reshape the work plan and budget. 2. Shape the Plan Building on the findings from Task 1, HKGi will collaborate with Key Staff to identify key directions for each chapter of the Comprehensive Plan. This will include changes to land use based on revised projections, refinements to existing goals and policies, and the development of new goals and policies for the Metropolitan Council’s new requirements regarding climate and natural systems. Community Engagement Round 2 will focus on seeking input through neighborhood meetings as appropriate. This task will include the following subtasks: 2.1. Collaborate with Key Staff on the plan directions, as well as land use changes and infrastructure system improvements needed. This exploration is anticipated to extend up to three Key Staff meetings and will include the development of diagrams and illustrations. Preliminary data, Page 97 of 176 2/24/2026 2050 Comprehensive Plan City of Farmington 9 including GIS of future land use, will also be prepared and quantified to enable high-level evaluation of land use concepts. 2.2. Conduct a Joint Meeting where members of the Planning Commission, Park and Recreation Commission, and City Council to learn the findings from the 1st round of community engagement and discuss the key directions. 2.3. Conduct Community Engagement Round 2. The 2nd round of community engagement will seek input from targeted stakeholders regarding key directions. This is anticipated include at least two neighborhood meetings and a meeting to focus on the topics of transportation, trails, greenways, and linear parks. While the consultant team will participate in up to 3 events, the consultant team will ensure Planning Staff will have the materials needed to attend additional events. 2.4. Meet with Key Staff to review input received and identify proposed revisions to the plan key directions. 2.5. Prepare revised GIS files of land use and confirm conformance with Metropolitan Council projections. 2.6. At the completion of this task, HKGi’s project manager will meet with the City’s project manager to discuss whether and how findings from the task reshape the work plan and budget. 3. Prepare the Plan Task 3 will use community input and the key directions from Task 2 to prepare a full draft of the 2050 Comprehensive Plan in collaboration with Key Staff. A review draft will be presented to the Planning Commission and City Council. Then, HKGi will facilitate Community Engagement Round 3. Input from the reviews and community engagement will be used to create a final draft that will be considered for approval by the Planning Commission and City Council in Task 4. This task will include the following subtasks: 3.1. Prepare draft of the 2050 Comprehensive Plan in collaboration with Key Staff. Work with Key Staff to incorporate transportation and utility information into the document. 3.2. Present the draft 2050 Comprehensive Plan to the Planning Commission. 3.3. Present the draft 2050 Comprehensive Plan to the City Council. 3.4. Conduct Community Engagement Round 3. Round 3 of Community Engagement will include the posting of the draft 2050 Comprehensive Plan online for broad community review and comment. The draft will also be sent to the Park & Recreation Commission and the Rambling River Center Advisory Board for review and comment. Page 98 of 176 2/24/2026 2050 Comprehensive Plan City of Farmington 10 3.5. At the completion of this task, HKGi’s project manager will meet with the City’s project manager to discuss whether and how findings from the task reshape the work plan and budget. 4. Seek Approvals The final task of this phase will begin with the preparation of the final draft of the 2050 Comprehensive Plan based on the review and community input in Task 3. The final draft will then be presented to the Planning Commission at a public hearing. The City Council will consider approving the draft for distribution to adjacent and affected agencies for review. This task will include the following subtasks: 4.1. Prepare final draft of the 2050 Comprehensive Plan. 4.2. Conduct the Planning Commission Public Hearing. 4.3. Make final revisions to the plan based on Planning Commission recommendation. 4.4. Present 2050 Comprehensive Plan to the City Council for approval to distribute to adjacent and affected agencies. 5. Distribute the Plan for 6-Month Review Comprehensive Plans are required to be distributed to adjacent and affected jurisdictions for a minimum of six months, or until comments from all agencies are received. Depending on timing, the Metropolitan Council also allows communities to submit the draft Comprehensive Plan for optional preliminary review. This task will include the following subtasks: 5.1. Assemble electronic version of Comprehensive Plan for distribution. 5.2. Support review by adjacent and affected jurisdictions by preparing an email with a response form and a link to the 2050 Comprehensive Plan for Planning Staff to distribute to the required list of affected and affected jurisdictions. 5.3. Submit the 2050 Comprehensive Plan for Metropolitan Council preliminary plan review. 5.4. Summarize comments received and prepare revisions as needed from adjacent and affected jurisdictions, as well as the Metropolitan Council. 5.5. Present revised 2050 Comprehensive Plan to the City Council for authorization to submit it to the Metropolitan Council. 5.6. At the completion of this task, HKGi’s project manager will meet with the City’s project manager to discuss whether and how findings from the task reshape the work plan and budget. Page 99 of 176 2/24/2026 2050 Comprehensive Plan City of Farmington 11 6. Facilitate Metropolitan Council Review Task 6 will focus on seeking approval from the Metropolitan Council for the 2050 Comprehensive Plan. This will involve making revisions until the Metropolitan Council deems it complete and supporting Planning Staff through the approval process. This task will include the following subtasks: 6.1. Prepare and submit the 2050 Comprehensive Plan for Metropolitan Council formal review. 6.2. Revise the 2050 Comprehensive Plan as needed to address completeness issues identified by the Metropolitan Council. 6.3. Support Planning Staff through the Metropolitan Council approval process. 6.4. At the completion of this task, HKGi’s project manager will meet with the City’s project manager to discuss whether and how findings from the task reshape the work plan and budget. 7. Adopt the Plan The final task will support the final adoption of the 2050 Comprehensive Plan by the City Council following approval by the Metropolitan Council. This task will include the following subtasks: 7.1. Prepare final 2050 Comprehensive Plan for City Council adoption. 7.2. Support Planning Staff with the City Council’s adoption. 7.3. Submit the 2050 Comprehensive Plan and all required documentation to the Metropolitan Council. 7.4. Provide Planning Staff with the final electronic files. Page 100 of 176 2/24/2026 2050 Comprehensive Plan City of Farmington 12 ATTACHMENT B 2026 HOURLY RATE SCHEDULE Rates by Professional Category Principal......................................................................$200-290/hr Associate.....................................................................$145-200/hr Senior Professional.....................................................$110–160/hr Professional II...............................................................$90-135/hr Professional I..................................................................$50–90/hr Technical.........................................................................$50-90/hr Litigation Services......................................................$250-350/hr Testimony ...................................................................$275-375/hr Incidental Expenses Mileage ....................................................current federal rate/mile Photocopying BW..............................................................5¢/page Photocopying Color.........................................................25¢/page Outside Printing...........................................................Actual Cost Large Format Scanning ...............................................Actual Cost Lodging and meals...................................................... Actual Cost Page 101 of 176 REGULAR COUNCIL AGENDA MEMO To: Mayor, Councilmembers and City Administrator From: Tony Wippler, Planning Manager Department: Community Development Subject: Preliminary Plat and Preliminary Planned Unit Development Approval; Amending the Zoning Ordinance and Rezoning the Development; and Amending the 2040 Comprehensive Plan - for the Development Known as Sawyer Glenn Meeting: Regular Council - Mar 16 2026 INTRODUCTION: Lennar, the Developer, has submitted applications for preliminary plat, preliminary planned unit proposed The development. Glenn Sawyer for rezoning and development the development also requires amendments to the City's 2040 Comprehensive Plan. The subject property currently consists of four parcels totaling 73.28 acres and is located near the northwest intersection of CSAH 50 and Flagstaff Avenue and is directly south of the Farmington High School. The southern half of the site is relatively flat with the elevation of the site rising towards its northwestern corner. The site contains an agricultural ditch that runs north and south on the eastern half of the site. The east branch of South Creek runs through the southern half of the property. DISCUSSION: As shown on the preliminary plat (attached), the Developer is proposing 215 single-family lots spread over the 73.28 acres. The gross density for the development is 2.94 dwelling units per acre and a net density of 4.6 dwelling units per acre. The property is currently zoned A- 1 (Agriculture). The Developer is requesting the property be rezoned to R-2 (Low/Medium Density Residential) and be approved as a planned unit development. The R-2 zone allows for a density range between 3.5 - 6.0 dwelling units per acre. The preliminary plat also includes 4 outlots (labeled A-D). The outlots consist of a combination of stormwater facilities, wetland / floodplain, trail corridor and remnant land. The proposed standards for the development are: Minimum lot width: 42 feet Minimum lot depth: 135 feet Minimum lot area: 5,670 square feet Front yard setback: 25 feet Side yard setback (interior): 6 feet Page 102 of 176 Side yard setback (corner): 20 feet Rear yard setback: 25 feet The lot sizes range from 5,670 square feet up to 23,560 square feet in size. The average lot size within the development is proposed at 7,237 square feet. Access and Transportation Access to this development is proposed from three access points - the extension of both 208th and 209th Streets W from the Whispering Fields development located to the east, along with the extension of 211th Street W along the southern border of Regetta Fields. All street sections, with the exception of 211th Street W from where it currently terminates at Flagstone Way in Regetta Fields to just before Fairfield Drive, provide for a 60-foot-wide right-of-way with 30-foot-wide roadways. 211th Street W provides for a 70-foot-wide right- of-way and a roadway width of 41 feet before it neckdowns to a 60-foot-wide right-of-way and 30-foot-wide roadway at Fairfield Drive. Parks, Trails and Sidewalks Sidewalks are provided on one side of every road within the development in accordance with City Code. Trail will be provided from the end of the cul-de-sac (209th Street W) through Outlot A and a was that trail existing the into will connect trail This B. Outlot of portion section constructed with the Whispering Fields and Regetta Fields developments. Trail will also be provided on the south side of 211th Street W and will extend north to the existing trail located on the west side of the Regetta Fields development. The Developer is showing Outlot D (0.84 acres) as parkland to be dedicated. The Parks and Recreation Commission has reviewed the preliminary plat and determined not to accept Outlot D as park dedication due to the location of wetland within the outlot. Section 11-4-9 (B)2(c) does not allow for park dedication credit for wetlands among other things. Therefore, the City will be taking cash in lieu of parkland dedication with this development. Preliminary Planned Unit Development This development is being proposed as a planned unit development to allow flexibility with the bulk standards within the R-2 zoning district. The flexibility and/or changes being requested are as follows: Reducing the minimum lot area to 5,670 square feet (typical minimum is 6,000 sf) Reducing the minimum lot width to 42 feet (typical minimum is 60 feet) Increasing the building coverage percentage for lots to 45% (typical maximum is 35%) Increasing the minimum front setback to 25 feet (typical minimum is 20 feet) Rezoning As previously mentioned, the 4 parcels that make up the Sawyer Glenn development are all currently zoned A-1 (Agriculture). The Developer has requested that the parcels be rezoned to the R-2 (Low/Medium Density Residential) zoning designation. Approval of the Page 103 of 176 preliminary plat will be conditioned upon the City Council approving the requested rezoning. Comprehensive Plan Amendments Three amendments to the City's 2040 Comprehensive Plan are necessary for the Sawyer Glenn development as proposed; those amendments are as follows: As previously mentioned, the development site consists of 4 parcels of land. The northern 2 parcels are guided Medium Density Residential, and the southern 2 parcels 2040 City's the in Density Residential Low as guided are Medium Comprehensive Plan. The future land use map (attached) must be amended to redesignate the northern 2 parcels of the development area from Medium Density Residential be the with line in would Low Residential. Density Medium to This proposed rezoning. The MUSA staging map (attached) will need to be amended. The northern 2 parcels of the development site are currently shown to received MUSA designation in 2040, and the southern 2 parcels of the development site are currently shown to receive MUSA designation in 2030. The MUSA staging map will need to be amended to show all 4 parcels with MUSA designation of 2020. be the change amended must to map staging development The (attached) development timeframe for the northern 2 parcels in the development area from 2030-2040 to 2020-2030. The southern 2 parcels are currently shown in the 2020-2030 development timeframe. Approval of the preliminary plat will be conditioned upon the City Council and, ultimately, the plan comprehensive above-mentioned the approval Council Metropolitan of amendments. Planning Commission Review unit planned preliminary plat, preliminary reviewed Commission Planning The the development, rezoning and comprehensive plan amendments for the Sawyer Glenn development at its regular meeting on March 10, 2026 and recommended approval of all of the items with a 5-0 vote. ACTION REQUESTED: Approve the following actions by three separate motions: 1. Adopt Resolution 2026-023 Approving the Sawyer Glenn Preliminary Plat and Preliminary Planned Unit Development, subject to the following conditions a. The satisfaction of all engineering comments/requirements including plans for grading, stormwater, and utilities. b. Approval of the rezoning of a portion of the Sawyer Glenn development area from Density (Low/Medium R-2 to R-3 Density (Medium Residential) Residential). c. Approval of comprehensive plan amendments to land use, MUSA designation, and development staging timeframe by the Metropolitan Council. Page 104 of 176 2. Pass Ordinance 2026-003 Amending Title 10 of the Farmington City Code, the Farmington Zoning Ordinance, Rezoning the Development Known as Sawyer Glenn from A-1 (Agriculture) to R-2 (Low/Medium Density Residential). 3. Adopt Resolution 2026-022 Approving the 2040 Comprehensive Plan Amendments to the Future Land Use Guidance, MUSA Staging and Development Staging for the Development Known as Sawyer Glenn. ATTACHMENTS: 2026-03-02 Sawyer Glenn - Prelim 2026-03-02 Sawyer Glenn - Landscape 2040 Future Land Use Map 2040 MUSA Staging Map 2040 Development Staging Map 2026-023 Pre Plat and PUD Sawyer Glenn Ord 2026-003 2026-022 Comp Plan Amendment Page 105 of 176 OH U X X X X X X X X X X X X X X X X X X OHU OHU OHU OHU OHU OHU OHU OHU I I I I > > > > TV S S TV T V TVTV TV D S D D D D EOF 938.7 EOF 938.7 EOF 933.6 G G G G G G G G ST-9 GW 922.5 ST-1 ST-2 GW 934.8 ST-3 ST-4 ST-5 ST-6 GW 928.9 ST-7 GW 927.4 ST-8 GW 928.5 ST-10 GW 929.0 ST-11 GW 928.1 ST-12 GW 925.3 W B F WBF WB F WB F WB F WB F D SS XXX X X FE M A Z O N E A E RE G U L A T O R Y FL O O D W A Y FE M A ZO N E A E FEMA ZONE AE FEMA ZONE A FEMA ZONE A FEMA ZONE A BM #1 TNH=942.29 BM #2 TNH=949.18 EOF 932.9 1 23 4 56 8 7 123456789101112131415161718192021222324 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 1 2 3 4 1 2 3 4 5 6789101112131415 16 17 18 19 20 2122232425 1 2 3 4 5 6 7 89101112 13 14 15 16 17 18 19 20 21 22 23 24 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 1 2 3 4 5 6 7 8 9 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 1011 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 53 52 OUTLOT B OUTLOT A OUTLOT D OUTLOT C OU T L O T B 1 8 6 7 I I I II I I I I I I I I I I IIII I I I I I I I I I I I > > > > > 211TH ST FENW A Y L N FE N W A Y L N FA I R F I E L D D R FAIR F I E L D D R FA I R F I E L D D R 209TH ST 20 9 T H S T 20 9 T H S T FLAXTON LN FLAXTON LN 21 1 T H S T FE N W A Y L N FLANDERS WAY 208TH ST FLANDERS WAY PROJECT COORDINATES N44° 38' 43.55" W93° 12' 17.39" PROJECT NO. 24332 CAD FILE 12/23/2025 DATE REVISIONS DRAWN BY Da t e : Re g . N o . 2025-12-30 REV WETLAND BUFFER 29 9 9 W E S T C . R . 4 2 , S U I T E 1 0 0 BU R N S V I L L E , M N 5 5 3 0 6 PH O N E : 9 5 2 - 8 9 0 - 6 0 4 4 JB e n d e r @m n h i l l . c o m ww w . m n h i l l . c o m I h e r e b y c e r t i f y t h a t t h i s p l a n , sp e c i f i c a t i o n o r r e p o r t w a s p r e p a r e d by m e o r u n d e r m y d i r e c t s u p e r v i s i o n an d t h a t I a m a d u l y L i c e n s e d Pr o f e s s i o n a l E n g i n e e r u n d e r t h e l a w s of t h e S t a t e o f M i n n e s o t a . PRE L I M I N A R Y FA R M I N G T O N , M I N N E S O T A SA W Y E R G L E N N LE N N A R FO R 16 3 5 5 3 6 T H A V E S U I T E # 1 0 0 P L Y M O U N T H , M N 5 5 4 4 6 CTY 2026-03-02 REV PER CITY COMMENTS F: \ _ C i v i l 3 D P r o j e c t s \ 2 4 3 3 2 \ P R E - P L A T P L A N S \ 2 4 3 3 2 T S . d w g - 3 / 0 2 / 2 0 2 6 0 8 : 1 9 A M 24332 TS C0.0 TI T L E S H E E T PRELIMINARY PLAT SAWYER GLENN FARMINGTON, MINNESOTA LENNAR 16355 36TH AVE N SUITE #100, PLYMOUTH, MN 55446 PHONE: 612-590-0531 FOR F: \ _ C i v i l 3 D P r o j e c t s \ 2 4 3 3 2 \ P R E - P L A T P L A N S \ 2 4 3 3 2 T S . d w g - 3 / 0 2 / 2 0 2 6 0 8 : 1 9 A M GENERAL CONTRACTOR REPRESENTATIVE:TBD - TBD PROJECT ENGINEER: CITY ENGINEER: 952-890-6044 (O)JOHN BENDER, P.E. - HILL, INC. PROJECT CONTACTS JOHN POWELL, P.E. - CITY OF FARMINGTON DEVELOPER:STEVE TROSKEY - LENNAR 612-590-0531 651-280-6841 651-757-2859NPDES OFFICER:ELLIE BERGFALK - MPCA LEGEND SITE Know what's below. before you dig.Call R SCALE IN FEET 0 300 600 BENCHMARKS #1 TNH AT NW QUAD 211TH ST W & FLAGSTONE WAY ELEV=942.29 #2 TNH NORTH OF 208TH ST W & 130' FROM WEST STREET END ELEV=949.18 LOCATION MAP 1" = 2000' INDEX TITLE SHEET C0.0 EXISTING CONDITIONS C1.0 - C1.4 PRELIMINARY PLAT C2.0 - C2.3 EROSION CONTROL PLAN & NARRATIVE C3.0 - C3.6 GRADING & DRAINAGE PLAN C4.0 - C4.4 TEMPORARY DITCH GRADING C4.5 WETLAND IMPACT PLAN C4.6 FEMA FLOODPLAIN MITIGATION C4.7 UTILITY PLAN - SANITARY SEWER & WATERMAIN PLAN C5.0 - C5.4 UTILITY PLAN - STORM SEWER PLAN C6.0 - C6.4 CONSTRUCTION DETAILS C7.0 - C7.5 TREE PRESERVATION PLAN C8.0 - C8.3 EXISTING TELEPHONE BOX EXISTING ELECTRIC TRANSFORMER BOX EXISTING TREELINE/TREES > I EXISTING STORM SEWER EXISTING SANITARY SEWER EXISTING WATERMAIN > I S EXISTING POWER POLE EXISTING CURB & GUTTER EXISTING FENCEXXXX EXISTING ASPHALT EXISTING CONCRETE EXISTING RETAINING WALL SB-1 G G G EXISTING UNDERGROUND GAS EXISTING TELEVISION BOX EXISTING CONTOUR923 EXISTING WETLAND EDGE EXISTING WETLAND EXISTING SOIL BORING LOCATION AC EXISTING AIR CONDITIONER EXISTING CLEANOUT EXISTING CURB STOP EXISTING ELECTRIC OUTLET POST EXISTING GAS METER EXISTING GAS VALVE EXISTING GUY WIRE EXISTING LIGHT POLE EXISTING MAILBOX EXISTING SIGN E EXISTING OVERHEAD POWEROHPOHPOHP EXISTING OVERHEAD UTILITYOHUOHUOHU T TV PROPOSED CONTOUR923 PROPOSED CONCRETE PROPOSED ASPHALT SURFACE PROPOSED SEDIMENT BASIN PROPOSED DITCH CHECK - POST GRADING/UTILITY CONSTRUCTION PROPOSED SILT FENCEooooooooooooooooooooooooooooooooooooo PROPOSED SILT FENCE POST CONSTRUCTION PROPOSED WIMCO OR EQUAL POST STORM SEWER CONSTRUCTION PROPOSED YARD CB INLET PROTECTION POST STORM SEWER CONSTRUCTION PROPOSED TEMPORARY ROCK CONSTRUCTION ENTRANCE PROPOSED MNDOT "MESIC INSLOPE" SEED MIX >>>>>>PROPOSED DRAINTILE >>>>>>>>>>PROPOSED PERFORATED DRAINTILE>>>>>>>>>> >>>>>> PROPOSED WATERMAINII PROPOSED SANITARY SEWER PROPOSED STORM SEWER>> PROPOSED CURB & GUTTER PROPOSED SANITARY SERVICE PROPOSED WATER SERVICE PROPOSED RETAINING WALL PROPOSED EROSION CONTROL BLANKET PROPOSED MNDOT "WET DITCH" SEED MIX EOF PROPOSED EMERGENCY OVERFLOW ooooooooooooooooooooooooooooooooooooo PROPOSED GRADING LIMITS PROPOSED SILT FENCE HEAVY DUTYllllllllllllllllllllllllllllllllllll PROPOSED AQUATIC BENCH PROPOSED TURF REINFORCEMENT MAT (TRM) PROPOSED WETLAND FILL PROPOSED WETLAND BUFFER WB F WB F PROPOSED POND MAINTENANCE ACCESS Pa g e 1 0 6 o f 1 7 6 95 0 960 970 980 950 95 0 950 950 960 960 960 960 960 96 0 960 960 960 960 960 96 0 96 0 96 0 9 6 0 970 970 97 0 98 0 952 95 2 952 952 9 5 4 954 954 954 954 954 954 9 5 4 954 954 954 954 9 5 4 9 5 4 9 5 4 954 954 954 95 4 956 956 9 5 6 956 956 956 9 5 6 956 956 956 9 5 6 956 9 5 6 95 6 956 956 956 958 958958 958 958 958 958 95 8 958 9 5 8 958 9 5 8 95 8 95 8 962 96 2 9 6 2 964 964 964 966 966 966 9 6 6 968 968 9 6 8 9 7 2 972 972 972 9 7 2 9 7 2 972 97 2 9 7 4 974 974 974 97 6 9 7 6 97 8 944 946 948 950952 950 950 950 950 950 9 5 0 95 0 950 950 950 950 9 5 0 9 5 0 950 950 944 944 944 94 4 944 94 4 944 94 4 94 4 944 944 944 944 94 4 94 4 94 4 9 4 4 94 6 946 946 94 6 946 946 948 946 946 9 4 6 9 4 6 946 9 4 6 946 9 4 6 946 94 8 9 4 8 948 94 8 948 948 948 948 9 4 8 9 4 8 948 94 8 948 948 952 952 952 95 2 952 952 952 9 5 2 95 2 95 2 952 952 95 2 952 952 952 9 5 2 936 938 94 0 94 2 940 940 940940 940 940 94 0 940 94 0 940 940 940 942 94 0 9 4 0 940 940 940 940 940 940 940 940 940 940 9 4 0 936 936 936 936 936 9 3 6 936 936 936 93 6 936 9 3 6 936 93 6 9 3 6 93 6 936 9 3 6 936 936 93 6 936 936 938 938 93 8 938 938 938 938 938 938 9 3 8 938 938 9 3 8 938 938 9 3 8 938 93 8 938 93 8 93 8 93 8 938 9 3 8 93 8 93 8 93 8 942 942 942 94 2 942 94 2 942 94 6 94 0 942 94 2 942 942 942 942 942 94 2 94 2 9 4 2 94 2 942 94 2 942 9 3 4 9 3 6 934 9 3 4 934934 9 3 4 93 4 9 3 4 934 934 934 934 934 934 934 9 3 4 9 3 4 934 93 4 934 934 934 9 3 4 934 932 93 2 932 930 930 92 8 93 0 93 2 93 4 93 6 936 93 8 9 3 6 954 948 9 4 8 948 93 6 932 9 3 2 9 3 2 9 3 0 9 3 2 932 9 3 2 934 934 932 934 9 3 4 9 3 6 932 9 3 2 934 93 2 93 2 9 3 2 9 3 2 9 3 2 93 2 92 2 92 4 92 6 92 8 93 0 93 2 93 2 934 934 9 3 6 94 0 93 2 93 2 92 2 92 4 92 6 OH U OH U X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU I I I I I I I I I I >> > > > > > > > > >>> > > > > TV S S TV T V TVTV TV D S D D D D EOF 938.7 EOF 938.7 EOF 933.6 G G G G G G G G G G G G G G G G G G ST-9 GW 922.5 ST-1 ST-2 GW 934.8 ST-3 ST-4 ST-5 ST-6 GW 928.9 ST-7 GW 927.4 ST-8 GW 928.5 ST-10 GW 929.0 ST-11 GW 928.1 ST-12 GW 925.3 D SS XXXXXX X X X X X X FE M A Z O N E A E RE G U L A T O R Y FL O O D W A Y FE M A ZO N E A E FEMA ZONE A FEMA ZONE A FEMA ZONE A BM #1 TNH=942.29 BM #2 TNH=949.18 EOF 932.9 PROJECT NO. 24332 CAD FILE 12/23/2025 DATE REVISIONS DRAWN BY Da t e : Re g . N o . 2025-12-30 REV WETLAND BUFFER 29 9 9 W E S T C . R . 4 2 , S U I T E 1 0 0 BU R N S V I L L E , M N 5 5 3 0 6 PH O N E : 9 5 2 - 8 9 0 - 6 0 4 4 JB e n d e r @m n h i l l . c o m ww w . m n h i l l . c o m I h e r e b y c e r t i f y t h a t t h i s p l a n , sp e c i f i c a t i o n o r r e p o r t w a s p r e p a r e d by m e o r u n d e r m y d i r e c t s u p e r v i s i o n an d t h a t I a m a d u l y L i c e n s e d Pr o f e s s i o n a l E n g i n e e r u n d e r t h e l a w s of t h e S t a t e o f M i n n e s o t a . PRE L I M I N A R Y FA R M I N G T O N , M I N N E S O T A SA W Y E R G L E N N LE N N A R FO R 16 3 5 5 3 6 T H A V E S U I T E # 1 0 0 P L Y M O U N T H , M N 5 5 4 4 6 CTY 2026-03-02 REV PER CITY COMMENTS F: \ _ C i v i l 3 D P r o j e c t s \ 2 4 3 3 2 \ P R E - P L A T P L A N S \ 2 4 3 3 2 E X C . d w g - 3 / 0 2 / 2 0 2 6 0 8 : 1 9 A M 24332 EXC C1.0 EX I S T I N G C O N D I T I O N S LEGEND Know what's below. before you dig.Call R SCALE IN FEET 0 150 300 EXISTING TELEPHONE BOX EXISTING ELECTRIC TRANSFORMER BOX EXISTING TREELINE/TREES > I EXISTING STORM SEWER EXISTING SANITARY SEWER EXISTING WATERMAIN > I S EXISTING POWER POLE EXISTING CURB & GUTTER EXISTING FENCEXXXX EXISTING ASPHALT EXISTING CONCRETE EXISTING RETAINING WALL SB-1 G G G EXISTING UNDERGROUND GAS EXISTING TELEVISION BOX EXISTING CONTOUR923 EXISTING WETLAND EDGE EXISTING WETLAND EXISTING SOIL BORING LOCATION AC EXISTING AIR CONDITIONER EXISTING CLEANOUT EXISTING CURB STOP EXISTING ELECTRIC OUTLET POST EXISTING GAS METER EXISTING GAS VALVE EXISTING GUY WIRE EXISTING LIGHT POLE EXISTING MAILBOX EXISTING SIGN E EXISTING OVERHEAD POWEROHPOHPOHP EXISTING OVERHEAD UTILITYOHUOHUOHU T TV NOTES: 1.THE EXISTING TOPOGRAPHY AND CONTOUR ELEVATIONS ON THE PLANS WERE PROVIDED BY HILL, INC. ON 10/28/2025. THE DEGREE OF ACCURACY OF THE EXISTING CONTOURS SHOWN ON THE PLAN IS EQUAL TO ± ONE HALF THE CONTOUR INTERVAL. 2.FEMA FLOOD DATA EXPORTED ON 12/01/2025. 3.TREE DATA PROVIDED BY MIDWEST NATURAL RESOURCES, INC. ON 12/05/2025. 4.WETLANDS PER KJOLHAUG ENVIRONMENTAL DELINEATION (PENDING APPROVAL). BENCHMARKS #1 TNH AT NW QUAD 211TH ST W & FLAGSTONE WAY ELEV=942.29 #2 TNH NORTH OF 208TH ST W & 130' FROM WEST STREET END ELEV=949.18 Pa g e 1 0 7 o f 1 7 6 95 0 960 970 980 950 950 960 960 970 952 952 9 5 4 954 954 9 5 4 956 956 956 958 958 962 964 966 968 9 7 2 9 7 4 97 6 97 8 944 946 948 950 952 950 950 950 950 94 4 944 94 4 944 94 6 946 946 94 8 948 948 952 952 952 94 2 940 940 940 942 93 6 9 3 6 938 9 3 8 938 942 94 2 942 94 6 94 0 93 8 954 948 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X I I I I > > > > > > > > > > > > >>>>>>>>>>> > > > > > > > > > > TV S >> S TV T V D D D D EOF 938.7 I >> 19" BOX ELDER12" ELM21" ELM21" ELM12" ELM 12" ELM 12" ELM 13" MULBERRY 13" BOX ELDER 8,7,6" SOFT MAPLE ST-1 ST-2 GW 934.8 ST-3 ST-4 ST-5 ST-6 GW 928.9 D EX CBMH RE 943.28 IE 939.74 (12" N) IE 939.69 (15" S) EX CBMH RE 943.36 IE 938.93 (15" N) IE 939.35 (12" E) IE 938.90 (18" S) EX CBMH RE 940.57 IE 937.00 (18" N) IE 937.42 (12" E) IE 936.68 (24" S) EX CBMH RE 940.43 IE 936.30 (24" N) IE 936.20 (27" S) EX CBMH RE 940.58 IE 936.09 (27" N) IE 937.03 (12" E) IE 935.90 (30" S) SUMP 932.75 EX CBMH RE 939.59 IE 935.67 (30" N) IE 935.67 (30" S) EX FES IE 935.64 (30") EX CBMH RE 943.34 IE 940.46 (12" E) IE 940.46 (12" S) EX FES IE 942.75 EX STM 123 (54" ID) RE 954.00 IE 945.81 (30" W) IE 945.81 (30" E) EX STM 124 (54" ID) RE 957.00 IE 947.84 (30" N) IE 947.83 (30" E) OCS 1 RE 948.86 IE 948.00 (8" S) SUMP 945.00 OCS 1A RE 950.42 IE 947.50 (8" N) IE 945.00 (18" S) EX STM 122 (72" ID) RE 949.55 IE 944.05 (18" NE) IE 943.00 (30" W) IE 943.00 (33" S) SUMP 940.70 PROJECT NO. 24332 CAD FILE 12/23/2025 DATE REVISIONS DRAWN BY Da t e : Re g . N o . 2025-12-30 REV WETLAND BUFFER 29 9 9 W E S T C . R . 4 2 , S U I T E 1 0 0 BU R N S V I L L E , M N 5 5 3 0 6 PH O N E : 9 5 2 - 8 9 0 - 6 0 4 4 JB e n d e r @m n h i l l . c o m ww w . m n h i l l . c o m I h e r e b y c e r t i f y t h a t t h i s p l a n , sp e c i f i c a t i o n o r r e p o r t w a s p r e p a r e d by m e o r u n d e r m y d i r e c t s u p e r v i s i o n an d t h a t I a m a d u l y L i c e n s e d Pr o f e s s i o n a l E n g i n e e r u n d e r t h e l a w s of t h e S t a t e o f M i n n e s o t a . PRE L I M I N A R Y FA R M I N G T O N , M I N N E S O T A SA W Y E R G L E N N LE N N A R FO R 16 3 5 5 3 6 T H A V E S U I T E # 1 0 0 P L Y M O U N T H , M N 5 5 4 4 6 CTY 2026-03-02 REV PER CITY COMMENTS F: \ _ C i v i l 3 D P r o j e c t s \ 2 4 3 3 2 \ P R E - P L A T P L A N S \ 2 4 3 3 2 E X C . d w g - 3 / 0 2 / 2 0 2 6 0 8 : 1 9 A M 24332 EXC C1.1 EX I S T I N G C O N D I T I O N S Know what's below. before you dig.Call R SCALE IN FEET 0 50 100 Pa g e 1 0 8 o f 1 7 6 950 944 94 6 94 8 936 938 94 0 94 2 940 936 93 6 93 6 936 9 3 6 938 938 93 8 938 93 8 9 3 4 9 3 6 934 93 4 934 934 934 9 3 4 934 932 93 2 92 8 93 8 93 6 932 9 3 2 934 9 3 2 934 93 2 93 2 9 3 2 92 2 92 4 92 6 92 8 93 0 93 2 934 934 9 3 6 94 0 92 2 92 4 9 2 6 X X X X X X X X X X X X X X X X X X X X X X X X X X X X I I I I I I > > > > > > > V TVTV D S EOF 938.7 8,7,6" SOFT MAPLE 20" BOX ELDER 25" BOX ELDER 8,7,6,5" BOX ELDER 12" BOX ELDER 12" BOX ELDER 13,10,9" BOX ELDER 12" BOX ELDER 12" BOX ELDER 12" BOX ELDER 16" BOX ELDER 12" BOX ELDER ST-9 GW 922.5 ST-4 ST-7 GW 927.4 ST-8 GW 928.5 ST-11 GW 928.1 ST-12 GW 925.3 X X X X X X X X X X X X X X FE M A Z O N E A E RE G U L A T O R Y FL O O D W A Y EX SSMH RE 935.44 IE 920.63 (W) IE 920.53 (SE) BLD 14.46' 10" PVC PLUG IE 921.37 10" PVC 8" PVC C-900 EOF 932.9 PROJECT NO. 24332 CAD FILE 12/23/2025 DATE REVISIONS DRAWN BY Da t e : Re g . N o . 2025-12-30 REV WETLAND BUFFER 29 9 9 W E S T C . R . 4 2 , S U I T E 1 0 0 BU R N S V I L L E , M N 5 5 3 0 6 PH O N E : 9 5 2 - 8 9 0 - 6 0 4 4 JB e n d e r @m n h i l l . c o m ww w . m n h i l l . c o m I h e r e b y c e r t i f y t h a t t h i s p l a n , sp e c i f i c a t i o n o r r e p o r t w a s p r e p a r e d by m e o r u n d e r m y d i r e c t s u p e r v i s i o n an d t h a t I a m a d u l y L i c e n s e d Pr o f e s s i o n a l E n g i n e e r u n d e r t h e l a w s of t h e S t a t e o f M i n n e s o t a . PRE L I M I N A R Y FA R M I N G T O N , M I N N E S O T A SA W Y E R G L E N N LE N N A R FO R 16 3 5 5 3 6 T H A V E S U I T E # 1 0 0 P L Y M O U N T H , M N 5 5 4 4 6 CTY 2026-03-02 REV PER CITY COMMENTS F: \ _ C i v i l 3 D P r o j e c t s \ 2 4 3 3 2 \ P R E - P L A T P L A N S \ 2 4 3 3 2 E X C . d w g - 3 / 0 2 / 2 0 2 6 0 8 : 1 9 A M 24332 EXC C1.2 EX I S T I N G C O N D I T I O N S Know what's below. before you dig.Call R SCALE IN FEET 0 50 100 Pa g e 1 0 9 o f 1 7 6 940 94 0 9 3 6 936 936 936 93 6 9 3 6 938 938 9 3 4 934 934 934 93 4 93 2 932 930 930 92 8 93 0 93 2 93 4 93 2 9 3 2 9 3 2 9 3 0 9 3 2 932 9 3 2 934 934 9 3 2 93 2 93 2 9 3 2 9 3 2 9 3 2 93 2 92 4 92 6 92 8 93 0 93 2 93 2 93 2 93 2 92 2 92 4 92 6 OH U OH U OH U OH U OH U OH U OH U X X X OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU >> > > > > > > > > > > > > > TV EOF 933.6 G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G ST-10 GW 929.0 ST-11 GW 928.1 X X X X X X X X FE M A Z O N E A E RE G U L A T O R Y FL O O D W A Y FE M A ZO N E A E FEMA ZONE A FEMA ZONE A FEMA ZONE A EX FES IE 930.14 (21") EX FES IE 930.21 (21") EX OCS RE HIGH 933.59 RE LOW 932.86 IE 930.69 (21" W) EX FES IE 927.27 (30") EX FES IE 926.93 (30") EX FES IE 926.99 (30")EX FES IE 926.89 (30") EX OCS RE HIGH 933.25 RE LOW 932.76 IE 930.39 (21" W) EX FES IE 927.00 (84") EX FES IE 926.82 (84") EX FES BOX (5' H x 8' W) IE 926.57 EX FES BOX (5' H x 8' W) IE 926.48 EX FES BOX (5' H x 8' W) IE 926.24 EX FES BOX (5' H x 8' W) IE 926.34 EX WATER LEVEL ±930.4 (10/28/25) PROJECT NO. 24332 CAD FILE 12/23/2025 DATE REVISIONS DRAWN BY Da t e : Re g . N o . 2025-12-30 REV WETLAND BUFFER 29 9 9 W E S T C . R . 4 2 , S U I T E 1 0 0 BU R N S V I L L E , M N 5 5 3 0 6 PH O N E : 9 5 2 - 8 9 0 - 6 0 4 4 JB e n d e r @m n h i l l . c o m ww w . m n h i l l . c o m I h e r e b y c e r t i f y t h a t t h i s p l a n , sp e c i f i c a t i o n o r r e p o r t w a s p r e p a r e d by m e o r u n d e r m y d i r e c t s u p e r v i s i o n an d t h a t I a m a d u l y L i c e n s e d Pr o f e s s i o n a l E n g i n e e r u n d e r t h e l a w s of t h e S t a t e o f M i n n e s o t a . PRE L I M I N A R Y FA R M I N G T O N , M I N N E S O T A SA W Y E R G L E N N LE N N A R FO R 16 3 5 5 3 6 T H A V E S U I T E # 1 0 0 P L Y M O U N T H , M N 5 5 4 4 6 CTY 2026-03-02 REV PER CITY COMMENTS F: \ _ C i v i l 3 D P r o j e c t s \ 2 4 3 3 2 \ P R E - P L A T P L A N S \ 2 4 3 3 2 E X C . d w g - 3 / 0 2 / 2 0 2 6 0 8 : 1 9 A M 24332 EXC C1.3 EX I S T I N G C O N D I T I O N S Know what's below. before you dig.Call R SCALE IN FEET 0 50 100 50' MN BUFFER LAW BUFFER FROM OHW 100' VRWJPO PRINCIPAL CONNECTOR BUFFER FROM OHW 50' MN BUFFER LAW BUFFER FROM OHW 100' VRWJPO PRINCIPAL CONNECTOR BUFFER FROM OHW Pa g e 1 1 0 o f 1 7 6 944 94 4 940 940 940 940 940 940 940 9 4 0 9 3 6 936 936 93 6 936 936 93 8 93 8 938 9 3 8 93 8 93 8 93 8 942 94 2 94 2 9 4 2 94 2 942 94 2 934 934 934 934 9 3 4 9 3 4 934 93 4 92 8 93 0 93 2 93 4 92 2 92 4 92 6 OHU OHU OHU OHU I I I I I I I I I I I G G G G G G SS > > > X X XXXXXXXXXXXXXXXX X X X X X X X X XXXXX FEMA ZONE A EX SSMH RE 940.96 IE 918.69 (W) IE 917.94 (E) EX SSMH RE 942.30 IE 916.15 (W) IE 916.05 (S) 8" PVC PLUG IE 916.01 8" PVC PLUG IE 918.99 8" PVC SDR 268" PVC SDR 26 8" PVC C-900 BM #1 TNH=942.29 PROJECT NO. 24332 CAD FILE 12/23/2025 DATE REVISIONS DRAWN BY Da t e : Re g . N o . 2025-12-30 REV WETLAND BUFFER 29 9 9 W E S T C . R . 4 2 , S U I T E 1 0 0 BU R N S V I L L E , M N 5 5 3 0 6 PH O N E : 9 5 2 - 8 9 0 - 6 0 4 4 JB e n d e r @m n h i l l . c o m ww w . m n h i l l . c o m I h e r e b y c e r t i f y t h a t t h i s p l a n , sp e c i f i c a t i o n o r r e p o r t w a s p r e p a r e d by m e o r u n d e r m y d i r e c t s u p e r v i s i o n an d t h a t I a m a d u l y L i c e n s e d Pr o f e s s i o n a l E n g i n e e r u n d e r t h e l a w s of t h e S t a t e o f M i n n e s o t a . PRE L I M I N A R Y FA R M I N G T O N , M I N N E S O T A SA W Y E R G L E N N LE N N A R FO R 16 3 5 5 3 6 T H A V E S U I T E # 1 0 0 P L Y M O U N T H , M N 5 5 4 4 6 CTY 2026-03-02 REV PER CITY COMMENTS F: \ _ C i v i l 3 D P r o j e c t s \ 2 4 3 3 2 \ P R E - P L A T P L A N S \ 2 4 3 3 2 E X C . d w g - 3 / 0 2 / 2 0 2 6 0 8 : 1 9 A M 24332 EXC C1.4 EX I S T I N G C O N D I T I O N S Know what's below. before you dig.Call R SCALE IN FEET 0 50 100 Pa g e 1 1 1 o f 1 7 6 The West 889.80 feet of the Southwest Quarter of the Southeast Quarter of Section 27, Township 114, Range 20, Dakota County, Minnesota. And That part of the Northwest Quarter of the Northeast Quarter of Section 34, Township 114, Range 20, Dakota County, Minnesota, described as follows: Beginning at the northwest corner of said Northwest Quarter of the Northeast Quarter; thence South (assumed bearing) along the West line thereof 1062.04 feet; thence South 83 degrees 15 minutes 00 seconds East 895.96 feet; thence on a bearing of North 1181.34 feet to the North line of said Northwest Quarter of the Northeast Quarter; thence South 89 degrees 05 minutes 57 seconds West along said North line 889.86 feet to the point of beginning. And All that part of the Southwest Quarter of the Southeast Quarter (SW1/4 of SE1/4) of Section Twenty-seven (27) Township One Hundred Fourteen (114) North, Range Twenty (20) West, Dakota County, Minnesota, according to the government survey thereof, ling East of the West 889.80 feet thereof. And All the part of the Northwest Quarter of the Northeast Quarter (NW1/4 of NE1/4) of Section Thirty-four (34), Township One Hundred Fourteen (114) North, Range Twenty (20) West, Dakota County, Minnesota, except that portion thereof lying South of the Southerly right-of-way of State Trunk Highway No. 50 and Further Excepting therefrom that portion of said Northwest Quarter of the Northeast Quarter described as follows: Beginning at the Northwest corner of said Northwest Quarter of the Northeast Quarter; thence South (assumed bearing) along the West line thereof 1062.04 feet; thence South 83 degrees 15 minutes 00 seconds East 895.96 feet; thence on a bearing of North 1181.34 feet to the North line of said Northwest Quarter of the Northeast Quarter; thence South 89 degrees 05 minutes 57 seconds West along said North line 889.86 feet to the point of beginning, Except that part platted as "Regetta Fields". PROPERTY DESCRIPTION PROJECT NO. 24332-00 CAD FILE 12/23/2025 DATE REVISIONS DRAWN BY 29 9 9 W E S T C . R . 4 2 , S U I T E 1 0 0 BU R N S V I L L E , M N 5 5 3 0 6 PH O N E : 9 5 2 - 8 9 0 - 6 0 4 4 ma r c u s @m n h i l l . c o m ww w . m n h i l l . c o m 24332PP-1.dwg F: \ _ C i v i l 3 D P r o j e c t s \ 2 4 3 3 2 \ P R E - P L A T P L A N S \ 2 4 3 3 2 p p - 1 . d w g - 3 / 0 2 / 2 0 2 6 0 8 : 1 9 A M PLM Da t e : Re g . N o . I h e r e b y c e r t i f y t h a t t h i s s u r v e y , p l a n or r e p o r t w a s p r e p a r e d b y m e o r un d e r m y d i r e c t s u p e r v i s i o n a n d t h a t I am a d u l y L i c e n s e d L a n d S u r v e y o r un d e r t h e l a w s o f t h e S t a t e o f Mi n n e s o t a . SCALE IN FEET 0 150 300 PRE L I M I N A R Y ZONING INFORMATION A-1 (AGRICULTURE)CURRENT ZONING: PROPOSED ZONING: R-2 (LOW/MEDIUM DENSITY RESIDENTIAL) LOTS GROSS DENSITY (TOTAL UNITS/GROSS AREA) LOTS R.O.W. EXISTING ROADS (C.S.A.H. NO. 50) SUBDIVISION ROADS OUTLOTS OPEN SPACE (OUTLOTS A-C) PARK (OUTLOT D) TOTAL 215 LOTS 2.94 D.U./ACRE 35.72 ACRES 16.36 ACRES (5.43 ACRES) (10.93 ACRES) 21.20 ACRES (20.36 ACRES) (0.84 ACRES) 73.28 ACRES MINIMUM SETBACKS PROVIDED FRONT SIDE (HOUSE & GARAGE) SIDE (STREET) REAR 25 FEET 6 FEET 20 FEET 25 FEET LOT DATA NO. OF LOTS SMALLEST LOT SIZE LARGEST LOT SIZE AVERAGE LOT SIZE 215 LOTS 5,670 S.F. 23,560 S.F. 7,237 S.F. SITE DATA GROSS AREA 73.28 ACRES MINIMUM LOT REQUIREMENTS PROVIDED LOT SIZE LOT WIDTH LOT DEPTH 5670 S.F. 42 FEET 135 FEET FA R M I N G T O N , M I N N E S O T A SA W Y E R G L E N N LE N N A R FO R 16 3 5 5 3 6 T H A V E S U I T E # 1 0 0 P L Y M O U N T H , M N 5 5 4 4 6 PR E L I M I N A R Y P L A T PUD (PLANNED UNIT DEVELOPMENT) C2.0 2026-01-08 GROSS DENSITY 2026-03-02 REV PER CITY COMMENTS Pa g e 1 1 2 o f 1 7 6 PROJECT NO. 24332-00 CAD FILE 12/23/2025 DATE REVISIONS DRAWN BY 29 9 9 W E S T C . R . 4 2 , S U I T E 1 0 0 BU R N S V I L L E , M N 5 5 3 0 6 PH O N E : 9 5 2 - 8 9 0 - 6 0 4 4 ma r c u s @m n h i l l . c o m ww w . m n h i l l . c o m 24332PP-2.dwg F: \ _ C i v i l 3 D P r o j e c t s \ 2 4 3 3 2 \ P R E - P L A T P L A N S \ 2 4 3 3 2 p p - 2 . d w g - 3 / 0 2 / 2 0 2 6 0 8 : 1 9 A M PLM Da t e : Re g . N o . I h e r e b y c e r t i f y t h a t t h i s s u r v e y , p l a n or r e p o r t w a s p r e p a r e d b y m e o r un d e r m y d i r e c t s u p e r v i s i o n a n d t h a t I am a d u l y L i c e n s e d L a n d S u r v e y o r un d e r t h e l a w s o f t h e S t a t e o f Mi n n e s o t a . PRE L I M I N A R Y FA R M I N G T O N , M I N N E S O T A LE N N A R FO R PR E L I M I N A R Y P L A T SCALE IN FEET 0 50 100 C2.1 SA W Y E R G L E N N 16 3 5 5 3 6 T H A V E S U I T E # 1 0 0 P L Y M O U N T H , M N 5 5 4 4 6 2026-03-02 REV PER CITY COMMENTS Pa g e 1 1 3 o f 1 7 6 PROJECT NO. 24332-00 CAD FILE 12/23/2025 DATE REVISIONS DRAWN BY 29 9 9 W E S T C . R . 4 2 , S U I T E 1 0 0 BU R N S V I L L E , M N 5 5 3 0 6 PH O N E : 9 5 2 - 8 9 0 - 6 0 4 4 ma r c u s @m n h i l l . c o m ww w . m n h i l l . c o m FA R M I N G T O N , M I N N E S O T A LE N N A R FO R PR E L I M I N A R Y P L A T 24332PP-2.dwg F: \ _ C i v i l 3 D P r o j e c t s \ 2 4 3 3 2 \ P R E - P L A T P L A N S \ 2 4 3 3 2 p p - 2 . d w g - 3 / 0 2 / 2 0 2 6 0 8 : 1 9 A M PLM Da t e : Re g . N o . I h e r e b y c e r t i f y t h a t t h i s s u r v e y , p l a n or r e p o r t w a s p r e p a r e d b y m e o r un d e r m y d i r e c t s u p e r v i s i o n a n d t h a t I am a d u l y L i c e n s e d L a n d S u r v e y o r un d e r t h e l a w s o f t h e S t a t e o f Mi n n e s o t a . PRE L I M I N A R Y SCALE IN FEET 0 50 100 C2.2 SA W Y E R G L E N N 16 3 5 5 3 6 T H A V E S U I T E # 1 0 0 P L Y M O U N T H , M N 5 5 4 4 6 2026-03-02 REV PER CITY COMMENTS Pa g e 1 1 4 o f 1 7 6 PROJECT NO. 24332-00 CAD FILE 12/23/2025 DATE REVISIONS DRAWN BY 29 9 9 W E S T C . R . 4 2 , S U I T E 1 0 0 BU R N S V I L L E , M N 5 5 3 0 6 PH O N E : 9 5 2 - 8 9 0 - 6 0 4 4 ma r c u s @m n h i l l . c o m ww w . m n h i l l . c o m 24332PP-2.dwg F: \ _ C i v i l 3 D P r o j e c t s \ 2 4 3 3 2 \ P R E - P L A T P L A N S \ 2 4 3 3 2 p p - 2 . d w g - 3 / 0 2 / 2 0 2 6 0 8 : 1 9 A M PLM Da t e : Re g . N o . I h e r e b y c e r t i f y t h a t t h i s s u r v e y , p l a n or r e p o r t w a s p r e p a r e d b y m e o r un d e r m y d i r e c t s u p e r v i s i o n a n d t h a t I am a d u l y L i c e n s e d L a n d S u r v e y o r un d e r t h e l a w s o f t h e S t a t e o f Mi n n e s o t a . PRE L I M I N A R Y FA R M I N G T O N , M I N N E S O T A LE N N A R FO R PR E L I M I N A R Y P L A T SCALE IN FEET 0 50 100 C2.3 SA W Y E R G L E N N 16 3 5 5 3 6 T H A V E S U I T E # 1 0 0 P L Y M O U N T H , M N 5 5 4 4 6 2026-03-02 REV PER CITY COMMENTS Pa g e 1 1 5 o f 1 7 6 95 0 960 970 980 950 95 0 950 950 960 960 960 960 960 96 0 960 960 960 960 960 96 0 96 0 96 0 9 6 0 970 970 97 0 98 0 952 95 2 952 952 9 5 4 954 954 954 954 954 954 9 5 4 954 954 954 954 9 5 4 9 5 4 9 5 4 954 954 954 95 4 956 956 9 5 6 956 956 956 9 5 6 956 956 956 9 5 6 956 9 5 6 95 6 956 956 956 958 958958 958 958 958 958 95 8 958 9 5 8 958 9 5 8 95 8 95 8 962 96 2 9 6 2 964 964 964 966 966 966 9 6 6 968 968 9 6 8 9 7 2 972 972 972 9 7 2 9 7 2 972 97 2 9 7 4 974 974 974 97 6 9 7 6 97 8 944 946 948 950952 950 950 950 950 950 9 5 0 95 0 950 950 950 950 9 5 0 9 5 0 950 950 944 944 944 94 4 944 94 4 944 94 4 94 4 944 944 944 944 94 4 94 4 94 4 9 4 4 94 6 946 946 94 6 946 946 948 946 946 9 4 6 9 4 6 946 9 4 6 946 9 4 6 946 94 8 9 4 8 948 94 8 948 948 948 948 9 4 8 9 4 8 948 94 8 948 948 952 952 952 95 2 952 952 952 9 5 2 95 2 95 2 952 952 95 2 952 952 952 9 5 2 936 938 94 0 94 2 940 940 940940 940 940 94 0 940 94 0 940 940 940 942 94 0 9 4 0 940 940 940 940 940 940 940 940 940 940 9 4 0 936 936 936 936 936 9 3 6 936 936 936 93 6 936 9 3 6 936 93 6 9 3 6 93 6 936 9 3 6 936 936 93 6 936 936 938 938 93 8 938 938 938 938 938 938 9 3 8 938 938 9 3 8 938 938 9 3 8 938 93 8 938 93 8 93 8 93 8 938 9 3 8 93 8 93 8 93 8 942 942 942 94 2 942 94 2 942 94 6 94 0 942 94 2 942 942 942 942 942 94 2 94 2 9 4 2 94 2 942 94 2 942 9 3 4 9 3 6 934 9 3 4 934934 9 3 4 93 4 9 3 4 934 934 934 934 934 934 934 9 3 4 9 3 4 934 93 4 934 934 934 9 3 4 934 932 93 2 932 930 930 92 8 93 0 93 2 93 4 93 6 936 93 8 9 3 6 954 948 9 4 8 948 93 6 932 9 3 2 9 3 2 9 3 0 9 3 2 932 9 3 2 934 934 932 934 9 3 4 9 3 6 932 9 3 2 934 93 2 93 2 9 3 2 9 3 2 9 3 2 93 2 92 2 92 4 92 6 92 8 93 0 93 2 93 2 934 934 9 3 6 94 0 93 2 93 2 92 2 92 4 92 6 OH U OH U X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU I I I I I I I I I I >> > > > > > > > > >>> > > > > TV S S TV T V TVTV TV D S D D D D EOF 938.7 EOF 938.7 EOF 933.6 G G G G G G G G G G G G G G G G G G ST-9 GW 922.5 ST-1 ST-2 GW 934.8 ST-3 ST-4 ST-5 ST-6 GW 928.9 ST-7 GW 927.4 ST-8 GW 928.5 ST-10 GW 929.0 ST-11 GW 928.1 ST-12 GW 925.3 W B F W B F WBF WB F WB F WB F WB F WB F W B F WB F WB F WBF D SS XXXXXX X X X X X X FE M A Z O N E A E RE G U L A T O R Y FL O O D W A Y FE M A ZO N E A E FEMA ZONE A FEMA ZONE A FEMA ZONE A BM #1 TNH=942.29 BM #2 TNH=949.18 EOF 932.9 12345678910111213141516 17 18 19 20 21 22 23 24 2 5 2 6 2 7 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 0+00 50+50 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 0+ 0 0 17 + 3 3 1 2 3 4 5 6 7 8 9 0+00 9 + 1 6 012345678 9 10 11 12 13 14 1 5 16 16 + 2 9 1 23 4 56 8 7 123456789101112131415161718192021222324 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 1 2 3 4 1 2 3 4 5 6789101112131415 16 17 18 19 20 2122232425 1 2 3 4 5 6 7 89101112 13 14 15 16 17 18 19 20 21 22 23 24 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 1 2 3 4 5 6 7 8 9 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 53 52 OUTLOT B OUTLOT A OUTLOT D OUTLOT C OU T L O T B 1 8 6 7 21 1 T H S T FE N W A Y L N 208TH ST 208TH ST FA I R F I E L D D R FAIR F I E L D D R FA I R F I E L D D R 20 9 T H S T 209TH ST FLAXTON LN FLA X T O N L N 211TH ST FEN W A Y L N FE N W A Y L N >>>>> > > > > > > > > > >>> > > > > > > > > >> > >> > > > > > > > > > > > > > > > > > > > > > POND 1P BTM 921.0 OLE 931.0 HWL 937.7 POND 2P BTM 920.5 OLE 930.5 HWL 933.6 POND 3P BTM 923.0 OLE 933.0 HWL 934.5 FEMA FLOOD STORAGE BTM 929.0 FEMA FLOOD STORAGE BTM 929.0 FEMA FLOOD STORAGE BTM 929.0 POND 4P HWL 931.0 B-B HWL 933.2 lllllllllllllllllllllllllllllllllllllllll llllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l llllllllllllllllllllllllll llllll l l l l l l l l l l l l l l l l l l l l l l l lllll l l l llllllllllll lllll l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l ll l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l llllllll ooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooo o ooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooo ooooooooooooooooooooooooooo ooooooooooooooo ooooooooooooooooooooooooooooooo o oo ooooooooooooooo oooooooooooooooooooooooooooooooooooooooooooooooooooooooo oooooo o o o ooooooooooooooo ooooo o o ooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooo oooooo ooooooooooooooooooooooooooooooooooooooooo oooo ooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooo ooooo oooo oooo llllllllllllllllllllllllllloooo ooooooooooooooooooooo oooooooo PROJECT NO. 24332 CAD FILE 12/23/2025 DATE REVISIONS DRAWN BY Da t e : Re g . N o . 2025-12-30 REV WETLAND BUFFER 29 9 9 W E S T C . R . 4 2 , S U I T E 1 0 0 BU R N S V I L L E , M N 5 5 3 0 6 PH O N E : 9 5 2 - 8 9 0 - 6 0 4 4 JB e n d e r @m n h i l l . c o m ww w . m n h i l l . c o m I h e r e b y c e r t i f y t h a t t h i s p l a n , sp e c i f i c a t i o n o r r e p o r t w a s p r e p a r e d by m e o r u n d e r m y d i r e c t s u p e r v i s i o n an d t h a t I a m a d u l y L i c e n s e d Pr o f e s s i o n a l E n g i n e e r u n d e r t h e l a w s of t h e S t a t e o f M i n n e s o t a . PRE L I M I N A R Y FA R M I N G T O N , M I N N E S O T A SA W Y E R G L E N N LE N N A R FO R 16 3 5 5 3 6 T H A V E S U I T E # 1 0 0 P L Y M O U N T H , M N 5 5 4 4 6 CTY 2026-03-02 REV PER CITY COMMENTS F: \ _ C i v i l 3 D P r o j e c t s \ 2 4 3 3 2 \ P R E - P L A T P L A N S \ 2 4 3 3 2 E R C . d w g - 3 / 0 2 / 2 0 2 6 0 8 : 2 0 A M 24332 ERC C3.0 Know what's below. before you dig.Call R SCALE IN FEET 0 150 300 LEGEND ER O S I O N & S E D I M E N T C O N T R O L P L A N EXISTING TELEPHONE BOX EXISTING ELECTRIC TRANSFORMER BOX EXISTING TREELINE/TREES > I EXISTING STORM SEWER EXISTING SANITARY SEWER EXISTING WATERMAIN > I S EXISTING POWER POLE EXISTING CURB & GUTTER EXISTING FENCEXXXX EXISTING ASPHALT EXISTING CONCRETE EXISTING RETAINING WALL SB-1 G G G EXISTING UNDERGROUND GAS EXISTING TELEVISION BOX EXISTING CONTOUR923 EXISTING WETLAND EDGE EXISTING WETLAND EXISTING SOIL BORING LOCATION AC EXISTING AIR CONDITIONER EXISTING CLEANOUT EXISTING CURB STOP EXISTING ELECTRIC OUTLET POST EXISTING GAS METER EXISTING GAS VALVE EXISTING GUY WIRE EXISTING LIGHT POLE EXISTING MAILBOX EXISTING SIGN E EXISTING OVERHEAD POWEROHPOHPOHP EXISTING OVERHEAD UTILITYOHUOHUOHU T TV PROPOSED CONTOUR923 PROPOSED CONCRETE PROPOSED ASPHALT SURFACE PROPOSED SEDIMENT BASIN PROPOSED DITCH CHECK - POST GRADING/UTILITY CONSTRUCTION PROPOSED SILT FENCEooooooooooooooooooooooooooooooooooooo PROPOSED SILT FENCE POST CONSTRUCTION PROPOSED WIMCO OR EQUAL POST STORM SEWER CONSTRUCTION PROPOSED YARD CB INLET PROTECTION POST STORM SEWER CONSTRUCTION PROPOSED TEMPORARY ROCK CONSTRUCTION ENTRANCE PROPOSED MNDOT "MESIC INSLOPE" SEED MIX >>>>>>PROPOSED DRAINTILE >>>>>>>>>>PROPOSED PERFORATED DRAINTILE>>>>>>>>>> >>>>>> PROPOSED WATERMAINII PROPOSED SANITARY SEWER PROPOSED STORM SEWER>> PROPOSED CURB & GUTTER PROPOSED SANITARY SERVICE PROPOSED WATER SERVICE PROPOSED RETAINING WALL PROPOSED EROSION CONTROL BLANKET PROPOSED MNDOT "WET DITCH" SEED MIX EOF PROPOSED EMERGENCY OVERFLOW ooooooooooooooooooooooooooooooooooooo PROPOSED GRADING LIMITS PROPOSED SILT FENCE HEAVY DUTYllllllllllllllllllllllllllllllllllll PROPOSED AQUATIC BENCH PROPOSED TURF REINFORCEMENT MAT (TRM) BENCHMARKS #1 TNH AT NW QUAD 211TH ST W & FLAGSTONE WAY ELEV=942.29 #2 TNH NORTH OF 208TH ST W & 130' FROM WEST STREET END ELEV=949.18 Pa g e 1 1 6 o f 1 7 6 95 0 960 970 980 950 950 960 960 970 952 952 9 5 4 954 954 9 5 4 956 956 956 958 958 962 964 966 968 9 7 2 9 7 4 97 6 97 8 944 946 948 950 952 950 950 950 950 94 4 944 94 4 944 94 6 946 946 94 8 948 948 952 952 952 94 2 940 940 940 942 93 6 9 3 6 938 9 3 8 938 942 94 2 942 94 6 94 0 93 8 954 948 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X I I I I > > > > > > > > > > > > >>>>>>>>>>> > > > > > > > > > > TV S >> S TV T V D D D D EOF 938.7 I >> ST-1 ST-2 GW 934.8 ST-3 ST-4 ST-5 ST-6 GW 928.9 D 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 50+50 11 12 13 14 15 16 17 17 + 3 3 1 2 3 4 5 6 7 8 0+00 0 1 234567 8 9 10 11 1 23 4 123456789101112131415161718192021222324 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 1 2 3 4 1 2 3 4 5 6789101112131415 16 17 18 19 20 2122232425 1 2 3 4 5 6 7 89101112 13 14 15 16 17 18 19 20 21 22 23 24 1 2 3 4 5 6 7 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 8 208TH ST 208TH ST FA I R F I E L D D R 209TH ST FLAXTON LN FLA X T O N L N FE N W A Y L N >>> > > > >>>> > > > > > > > > > > > > > > >> > >>>>>>> > > > > > > > > > >>>>>> > > > > > > > >> > >>>>> > > > >>>>>>>> >> > > > > >>>>>>>>> > > > > > > > > > > > > > > > >>> >>> >>>> > > > > > > > > > > > 94 8 . 3 S LF E 9 4 8 . 8 94 8 . 3 94 9 . 5 S LF E 9 5 0 . 0 94 9 . 5 95 0 . 7 S LF E 9 5 1 . 2 95 0 . 7 95 1 . 7 S LF E 9 5 2 . 2 95 1 . 7 95 2 . 8 S LF E 9 5 3 . 3 95 2 . 8 95 3 . 1 S LF E 9 5 3 . 6 95 3 . 1 95 3 . 6 S LF E 9 5 4 . 1 95 3 . 6 95 4 . 0 S LF E 9 5 4 . 5 95 4 . 0 95 4 . 3 S LF E 9 5 4 . 8 95 4 . 3 95 4 . 6 S LF E 9 5 5 . 1 95 4 . 6 95 4 . 9 S LF E 9 5 5 . 4 95 4 . 9 95 5 . 3 S LF E 9 5 5 . 8 95 5 . 3 95 5 . 6 S LF E 9 5 6 . 1 95 5 . 6 95 5 . 9 S LF E 9 5 6 . 4 95 5 . 9 95 6 . 7 S LF E 9 5 7 . 2 95 6 . 7 95 7 . 4 S LF E 9 5 7 . 9 95 7 . 4 95 8 . 0 SLF E 9 5 8 . 5 95 8 . 0 958. 2 S LFE 9 5 8 . 7 958. 2 957.6S LFE 958.1 957.6 956.8S LFE 957.3956.8 955.9S LFE 956.4 955.9 955.7S LFE 956.2955.7 955.3S LFE 955.8955.3 955.0S LFE 955.5955.0 954.7S LFE 955.2 954.7 954.4S LFE 954.9954.4 954.0S LFE 954.5954.0 953.7S LFE 954.2953.7 953.3S LFE 953.8953.3 952.9S LFE 953.4 952.9 952.2S LFE 952.7952.2 951.3S LFE 951.8951.3 950.0S LFE 950.5950.0 948.5S LFE 949.0 948.5 946.9S LFE 947.4946.9 945.9S LFE 946.4945.9 945.4S LFE 945.9945.4 945.4S LFE 945.9945.4 945.7S LFE 946.2945.7 946.0S LFE 946.5 946.0 946.4S LFE 946.9 946.4 946.8S LFE 947.3 946.8 94 2 . 3 S LF E 9 4 2 . 8 94 2 . 3 94 2 . 6 S LF E 9 4 3 . 1 94 2 . 6 94 2 . 9 S LF E 9 4 3 . 4 94 2 . 9 94 3 . 2 S LF E 9 4 3 . 7 94 3 . 2 94 3 . 2 S LF E 9 4 3 . 7 94 3 . 2 94 2 . 9 S LF E 9 4 3 . 4 94 2 . 9 94 2 . 7 S LF E 9 4 3 . 2 94 2 . 7 94 2 . 9 S LF E 9 4 3 . 4 94 2 . 9 94 3 . 3 S LF E 9 4 3 . 8 94 3 . 3 94 3 . 7 S LF E 9 4 4 . 2 94 3 . 7 94 4 . 1 S LF E 9 4 4 . 6 94 4 . 1 94 4 . 6 S LF E 9 4 5 . 1 94 4 . 6 94 4 . 2 S LF E 9 4 4 . 7 94 4 . 2 94 3 . 9 S LF E 9 4 4 . 4 94 3 . 9 94 3 . 5 S LF E 9 4 4 . 0 94 3 . 5 94 3 . 2 S LF E 9 4 3 . 7 94 3 . 2 943.2S LFE 943.7 943.2 943.9S LFE 944.4943.9 944.1S LFE 944.6944.1 944.6S LFE 945.1944.6 945.5S LFE 946.0 945.5 945.5S LFE 946.0945.5 945.8S LFE 946.3945.8 946.4S LFE 946.9946.4 946.4S LFE 946.9 946.4 946.7S LFE 947.2 946.7 947.6 S LFE 94 8 . 1947.6 947 . 6 S LFE 9 4 8 . 1 947 . 6 94 7 . 3 S LF E 9 4 7 . 8 94 7 . 3 94 7 . 1 S LF E 9 4 7 . 6 94 7 . 1 94 7 . 1 S LF E 9 4 7 . 6 94 7 . 1 946.5S LFE 947.0 946.5 946.9S LFE 947.4946.9 947.4S LFE 947.9947.4 947.8S LFE 948.3947.8 948.2S LFE 948.7 948.2 95 2 . 2 S LF E 9 5 2 . 7 95 2 . 2 95 2 . 7 S LF E 9 5 3 . 2 95 2 . 7 95 3 . 0 S LF E 9 5 3 . 5 95 3 . 0 95 3 . 3 S LF E 9 5 3 . 8 95 3 . 3 95 3 . 6 S LF E 9 5 4 . 1 95 3 . 6 95 3 . 9 S LF E 9 5 4 . 4 95 3 . 9 95 4 . 3 S LF E 9 5 4 . 8 95 4 . 3 954.9S LFE 955.4954.9 954.1S LFE 954.6954.1 953.8S LFE 954.3953.8 953.5S LFE 954.0953.5 953.1S LFE 953.6953.1 952.8S LFE 953.3952.8 952.5S LFE 953.0952.5 952.1S LFE 952.6952.1 951.6S LFE 952.1951.6 950.8S LFE 951.3950.8 949.7S LFE 950.2949.7 948.3S LFE 948.8948.3 946.8S LFE 947.3946.8 945.3S LFE 945.8945.3 944.3S LFE 944.8944.3 944.0S LFE 944.5 944.0 943.7S LFE 944.2 943.7 943.5S LFE 944.0943.5 943.2S LFE 943.7 943.2 942.9 S LFE 943.4 942.9 942 . 3 S LFE 9 4 2 . 8 942 . 3 94 2 . 9 SLF E 9 4 3 . 4 94 2 . 9 94 3 . 2 S LF E 9 4 3 . 7 94 3 . 2 94 3 . 2 S LF E 9 4 3 . 7 94 3 . 2 94 3 . 1 S LF E 9 4 3 . 6 94 3 . 1 94 2 . 7 S LF E 9 4 3 . 2 94 2 . 7 943.4S LFE 943.9943.4 943.7S LFE 944.2943.7 944.1S LFE 944.6944.1 944.4S LFE 944.9944.4 944.8S LFE 945.3944.8 945.1S LFE 945.6945.1 945.4S LFE 945.9945.4 94 7 . 2 S LF E 9 4 7 . 7 94 7 . 2 94 7 . 2 S LF E 9 4 7 . 7 94 7 . 2 94 6 . 9 S LF E 9 4 7 . 4 94 6 . 9 94 6 . 5 S LF E 9 4 7 . 0 94 6 . 5 94 6 . 1 S LF E 9 4 6 . 6 94 6 . 1 94 5 . 7 94 5 . 3 94 4 . 8 94 4 . 4 94 2 . 2 94 1 . 9 94 1 . 7 94 1 . 4 94 1 . 0 953.8 954.6 955.3 955. 5 95 5 . 5 95 4 . 7 95 3 . 8 95 3 . 6 95 3 . 2 95 2 . 9 95 2 . 6 95 2 . 3 95 1 . 9 95 1 . 2 95 1 . 6 95 0 . 8 95 0 . 1 94 9 . 2 94 7 . 9 94 6 . 4 94 4 . 8 94 3 . 6 94 2 . 8 94 2 . 4 94 2 . 8 94 3 . 1 94 3 . 4 94 3 . 8 94 4 . 2 944.2 942.0 941.5 941.1 940.7 941.0 941.1 941.0 940.7 940.4 940. 2 940 . 6 94 0 . 8 94 1 . 1 94 1 . 4 94 1 . 6 94 1 . 9 94 2 . 2 944.3 944.7 945.0 945.1 94 3 . 4 94 3 . 1 94 2 . 8 94 2 . 4 94 2 . 1 94 1 . 7 94 1 . 4 94 1 . 0 940.6 941.0 941.1 940.8 940 . 1 944.4944.8945.3945.7 95 0 . 4 951.1 951.6 951.9 952.2 952.5 952.8 953.2 95 4 . 0 95 3 . 3 95 3 . 0 95 2 . 7 95 2 . 4 95 2 . 0 95 1 . 7 95 1 . 4 95 1 . 0 95 0 . 5 94 9 . 7 94 8 . 6 94 7 . 2 94 5 . 7 94 4 . 2 943.2 942.1 941.8 941.4 941.1 94 1 . 0 94 1 . 4 94 1 . 7 94 2 . 0 94 2 . 4 94 2 . 7 94 3 . 1 94 3 . 5 94 3 . 8 94 4 . 2 9 4 4 . 4 9 4 4 . 6 944.8 945.0 945.1 944.9 94 2 . 8 94 2 . 6 94 0 . 8 94 0 . 5 94 0 . 5 940.4 945.9 946.8 943.7 94 3 . 6 94 4 . 0 943.6 5+00.00 90' VC (941.82) 941.85 HP 38+51.21 953.69 LP 47+07.00 942.10 34+00.00 200' VC (950.69) 950.25 38+50.00 200' VC (954.06) 953.69 44+00.00 200' VC (950.04) 949.34 46+42.00 200' VC (941.48) 942.55 LP 13+70.00 940.03 LP 9+80.00 HP 12+15.00 940.80 12+15.00 90' VC (940.96) 940.80 13+70.00 90' VC (939.88) 940.03 LP 2+08.01 939.96 HP 9+00.06 944.81 955.1 S LFE 955.6 955.1 95 5 . 1 S LF E 9 5 5 . 6 95 5 . 1 0.75% 0.7 5 % 0. 7 5 % 0.73% 3.54% 2. 5 0 % 0.73% 0.75% 0. 7 0 % 0.7 0 % 0. 7 0 % 0. 7 0 % 0. 7 0 % 0. 7 5 % 0. 7 5 % 0.75% 0.55% 2.00% 0.85%0.60% 939.8 EOF 940.5 EOF 943.7 EOF 944.7 942.3 953.5 953.2 952.8 952.5 952.2 951.9 951.5 951.0 950.4 949.6 948.6 947.4 946.2 94 7 . 3 94 9 . 0 95 0 . 5 95 1 . 9 95 2 . 9 95 3 . 8 95 4 . 7 95 5 . 7 95 7 . 2 95 8 . 5 96 0 . 2 96 1 . 6 96 4 . 0 96 6 . 1 96 9 . 2 97 1 . 9 97 7 . 3 985.1 970.5 965.4 964.6 964.3 964.1 963.2 962.3 962.2 959.7 957.4 955.0 952.9 951.5 949.9 949.4 948.7 948.1 946.5 946.3 946.0 945.3 945.8 945.8 945.5 945.2 946.8 941.3 941.3 945.4944.394 3 . 7 945.3946.2 94 4 . 5 944.7 94 5 . 4 945.6 94 6 . 3 94 5 . 5 94 4 . 4 94 5 . 3 946 . 2 945 . 6 9 4 5 . 2 944.7 946.1 945.2 9 4 5 . 0 944.3 94 3 . 6 944.6 944.0 944.8 943.9 943.3 94 3 . 8 94 2 . 9 94 2 . 0 94 2 . 2 94 1 . 3 940.4 94 3 . 5 94 2 . 7 94 2 . 1 94 1 . 5 94 5 . 0 94 4 . 1 94 3 . 1 93 8 . 5 94 3 . 8 94 2 . 8 94 2 . 3 94 3 . 5 94 4 . 5 94 1 . 4 94 1 . 5 94 0 . 6 93 9 . 7 94 0 . 5 93 9 . 6 93 8 . 7 93 9 . 9 940.3 939.2 939.3 939.1 938 . 5 941.4 941.1 939.8 943.0 EOF 942.1 EOF 941.3 EOF 948.1EOF 952.2EOF 953.5 943.9944.4 943.5943.5944.0944.9946.5947.6948.5949.4950.5 951.4950.0951.0951.9952.8951.2952.1953.0953.9954.7955.2 955.5 EOF 956.6 955.5 EOF 956.5 956.1 956 . 0 96 9 . 9 95 5 . 6 96 7 . 2 95 4 . 7 96 4 . 1 95 3 . 9 96 2 . 0 95 3 . 0 955.1 954.2 953.4 952.5 951.6 953.1 952.3 951.4 950.5 951.7 950.9 950.0 949.7 948.7 947.5 946.3 EOF 953.8 EOF 952.5 EOF 951.3 EOF 948.0 EOF 940.5 94 5 . 6 9 94 8 . 1 9 95 0 . 2 5 95 1 . 4 4 95 2 . 1 9 95 2 . 9 4 953 . 5 9 953.60 952.96 952.23 951.50 950.77 949.34 946.50 943.33 942.10 942.67 943.42 EOF 942.4 EOF 941.0 EOF 939.8 EOF 941.9 EOF 946.3 EOF 946.7 EOF 946.1 940.9 EOF 941.9EOF 944.3 EOF 942.7EOF 945.4 942.3 941.3 940.3 941.6 940.3 945.6 944.7 943.2 944.6 94 6 . 9 EOF 945.5 950.5950.5 94 9 . 1 94 5 . 1 95 1 . 7 94 6 . 7 95 0 . 7 94 4 . 5 949.2 946.2 951.8945.2 944.5950.1 943.6949.0 942.5946.6 941.5942.5 EOF 956.1 944.3 944.0 2+15.00 90' VC (939.82) 939.97 9+00.00 90' VC (944.97) 944.81 G G G G G G G G G G G G G G G G G G G G G G G G G GGGGGGGGGGGGGGGGGGGGG G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G GGGGGGG G G G G G G G G G G G G G G G G G G G G G GGGGGGGGGG 946.25 945.24 944.38 943.53 942.68 941.85 941.22 940.62 940 . 0 2 94 2 . 6 0 94 0 . 1 6 94 0 . 7 9 94 0 . 3 7 94 0 . 1 0 94 0 . 7 9 94 1 . 4 9 94 2 . 1 8 941.00 940.45 939.96940.46941.21941.97942.72943.47 944. 2 2 94 4 . 8 1 94 4 . 2 2 94 3 . 3 4 93 7 . 2 93 7 . 9 93 8 . 8 94 0 . 2 94 1 . 1 941.8 93 8 . 7 93 7 . 8 93 6 . 6 93 6 . 2 7.7% 8.0% 7.8% 7.7% 8.2% 7.0% 6.8% 6.1% 5.7% 5.2% 5.1% 5.0% 5.0% 5.3% 7.0% 6.6% 6.6% 6.5% 6.5% 6.7% 6.5% 6.3% 5.7% 6.3% 8.2% 7. 2 % 6. 7 % 5. 6 % 5. 3 % 6. 6 % 6. 4 % 6. 5 % 6. 9 % 5. 1 % 5. 2 % 5. 3 % 5. 0 % 5. 1 % 5. 3 % 5. 4 % 6. 2 % 7. 0 % 7. 7 % 8. 2 % 8. 4 % 7. 1 % 6. 6 % 6. 6 % 6. 5 % 6. 7 % 6. 6 % 7. 1 % 7. 5 % 8. 1 % 8. 4 % 8. 6 % 8. 1 % 7. 9 % 7. 9 % 7. 6 % 7. 4 % 6. 6 % 6. 2 % 7. 1 % 7.9% 8.0% 7.9% 8.3% 8.2% 8.2% 8.6% 7.8% 7.9% 7.8% 7.9% 6.7% 6.5% 6.6% 6.5% 6.6% 6.4% 6.6% 6.0% 6.2% 6.7% 6.6 % 8. 6 % 8. 0 % 8. 4 % 8. 6 % 8. 8 % 8. 7 % 8. 5 % 6.0% 5.7% 6.8% 8.1 % 6. 8 % 6. 9 % 7. 8 % 7. 1 % 7. 4 % 8. 3 % 6. 9 % 6. 5 % 6. 8 % 5. 9 % 6. 8 % 6. 7 % 6. 7 % 6. 6 % 6. 7 % 6. 5 % 6. 5 % 6. 4 % 6. 6 % 6. 0 % 6. 1 % 8. 1 % 8. 2 % 8. 0 % 8. 1 % 8. 0 % 8. 0 % 8. 2 % 8. 1 % 8. 2 % 5.4% 6. 4 % 4. 9 % 5. 1 % 5. 2 % 5. 5 % 5. 1 % 7.8% 7.9% 8.2% 8.1% 8.6% 94 7 . 7 946.1 947.8 949.0 950.2 951.2 952.0 953.1 952.6 953.5 953.8 954.1 954.4 954.8 955.1 955.4 956.2 956.9 957.1 95 6 . 6 95 6 . 3 95 5 . 4 95 5 . 1 95 4 . 8 95 4 . 5 95 4 . 2 95 3 . 9 95 3 . 5 95 3 . 2 95 2 . 8 95 2 . 4 95 1 . 7 95 0 . 8 94 9 . 5 94 8 . 0 94 6 . 4 94 5 . 4 94 4 . 9 94 4 . 9 94 5 . 2 94 5 . 5 94 5 . 9 951.7 952.2 952.5 952.8 953.1 953.4 953.8 954 . 6 95 3 . 9 95 3 . 6 95 3 . 3 95 3 . 0 95 2 . 6 95 2 . 3 95 2 . 0 95 1 . 6 95 1 . 1 95 0 . 3 94 9 . 2 94 7 . 8 94 6 . 3 94 4 . 8 94 3 . 4 941.8 942.1 942.4 942.7 942.4 942.2 941 . 8 942.4 942.7 942.6 942.2 942.4 942.8 943.2 942.7 943.0 943.4 943.7 94 1 . 6 94 2 . 9 94 3 . 2 94 3 . 6 94 3 . 9 94 4 . 3 94 4 . 6 94 2 . 7 94 3 . 4 94 3 . 6 94 4 . 1 94 5 . 0 94 5 . 0 94 5 . 3 94 5 . 9 94 5 . 9 9 4 6 . 2 9 4 7 . 1 946.6 946.8 946.6 946.7 946.4 946.0 945.694 7 . 3 94 6 . 9 94 6 . 4 94 6 . 0 94 3 . 5 94 3 . 2 94 3 . 0 94 2 . 7 94 2 . 4 964 966 968 97 0 972 97 4 976 97 8 980 98 2 984 98 6 944 944 946 946 948 948 950 950 95 2 952 954 954 940 94 2 942 94 4 944 94494 6 940 942 942 942 94 0 940 940 94 8 948 944 944 944 954 9 4 8 94 8 9 4 2 94 2 94 2 94 2 94 2 942 942 942 942 944 944 944 94 6 94 6 94 6 946 944 942 942944 946 9 4 6 9 4 8 9 4 8 9 5 0 9 5 2 95 8 95 4 96 4 9 5 4 96 8 95 6 970 97 2 97 4 97 6 956 956 952 952 950 948 946 944 944 944 944 946 9 4 6 94 2 944 9 4 2 9 4 2 94 4 942944 946 946 9 4 6 9 4 6 944946 95 0 95 2 95 2 952 954 952 952 950 950 948 952 946 944 946 9 4 4 94 6 944 942 942 942 940 942 940 94 0 94 2 94 2 94 0 93 8 94 2 EOF 942.0 95 9 . 6 95 2 . 1 95 8 . 2 95 3 . 6 95 6 . 5 95 2 . 8 95 5 . 2 95 1 . 9 95 2 . 4 95 1 . 4 955.7964.3 955.2963.1 954.4962.8 953.5962.6 952.6961.7 951.7960.8 953.3960.7 952.4958.2 951.5955.9 950.5953.5 951.6952.6 942.7945.2 944.3948.5945.3949.7 946.6951.0 95 1 . 2 94 5 . 8 95 0 . 5 94 6 . 0 95 0 . 2 94 6 . 8 94 9 . 9 94 5 . 9 94 9 . 6 94 5 . 0 95 0 . 8 94 4 . 9 945.7950.7 944.8950.4 944.4949.4 943.4947.7 941.8943.7 964.3 974 . 3 939.6 EOF 956.5 8 . 5 % oooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooo oooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooo ooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooo oooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooo ooooooooooooooooooooooooooooooooooooooooooooooo PROJECT NO. 24332 CAD FILE 12/23/2025 DATE REVISIONS DRAWN BY Da t e : Re g . N o . 2025-12-30 REV WETLAND BUFFER 29 9 9 W E S T C . R . 4 2 , S U I T E 1 0 0 BU R N S V I L L E , M N 5 5 3 0 6 PH O N E : 9 5 2 - 8 9 0 - 6 0 4 4 JB e n d e r @m n h i l l . c o m ww w . m n h i l l . c o m I h e r e b y c e r t i f y t h a t t h i s p l a n , sp e c i f i c a t i o n o r r e p o r t w a s p r e p a r e d by m e o r u n d e r m y d i r e c t s u p e r v i s i o n an d t h a t I a m a d u l y L i c e n s e d Pr o f e s s i o n a l E n g i n e e r u n d e r t h e l a w s of t h e S t a t e o f M i n n e s o t a . PRE L I M I N A R Y FA R M I N G T O N , M I N N E S O T A SA W Y E R G L E N N LE N N A R FO R 16 3 5 5 3 6 T H A V E S U I T E # 1 0 0 P L Y M O U N T H , M N 5 5 4 4 6 CTY 2026-03-02 REV PER CITY COMMENTS F: \ _ C i v i l 3 D P r o j e c t s \ 2 4 3 3 2 \ P R E - P L A T P L A N S \ 2 4 3 3 2 E R C . d w g - 3 / 0 2 / 2 0 2 6 0 8 : 2 0 A M 24332 ERC C3.1 Know what's below. before you dig.Call R SCALE IN FEET 0 50 100 ER O S I O N & S E D I M E N T C O N T R O L P L A N Pa g e 1 1 7 o f 1 7 6 950 944 94 6 94 8 936 938 94 0 94 2 940 936 93 6 93 6 936 9 3 6 938 938 93 8 938 93 8 9 3 4 9 3 6 934 93 4 934 934 934 9 3 4 934 932 93 2 92 8 93 8 93 6 932 9 3 2 934 9 3 2 934 93 2 93 2 9 3 2 92 2 92 4 92 6 92 8 93 0 93 2 934 934 9 3 6 94 0 92 2 92 4 9 2 6 X X X X X X X X X X X X X X X X X X X X X X X X X X X X I I I I I I > > > > > > > V TVTV D S EOF 938.7 ST-9 GW 922.5 ST-4 ST-7 GW 927.4 ST-8 GW 928.5 ST-11 GW 928.1 ST-12 GW 925.3 WBF WB F W B F W B F W B F W B F W B F WBFWBFWBFWBF WB F WB F WB F WB F WB F X X X X X X X X X X X X X X FE M A Z O N E A E RE G U L A T O R Y FL O O D W A Y EOF 932.9 20 21 22 23 24 2 5 2 6 2 7 2 8 29 30 31 32 33 1 2 3 4 5 6 7 8 9 10 11 0+ 0 0 1 2 3 4 5 6 7 8 9 0+00 9 + 1 6 11 12 13 14 1 5 16 16 + 2 9 56 8 7 40 41 42 43 44 45 46 47 48 49 50 51 2122232425 5 6 7 8910 13 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 1 2 3 4 5 6 7 8 9 1 2 3 4 5 6 7 8 9 10 5 6 7 8 9 10 11 12 13 14 15 16 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 53 52 OUTLOT B OUTLOT A OUTLOT D OU T L O T B 1 8 6 7 FE N W A Y L N FAIR F I E L D D R FA I R F I E L D D R 20 9 T H S T FLAXTON LN FLA X T O N L N FEN W A Y L N > > > > > > > >>>>>>> > > > > > > > > > > > > > > > > > > >> > > > > > > > > > > > > > > > > > > > >>> > > > >>> > >>> >> > > > > > > > >>> > > > > > > > > > > > > > > 94 3 . 4 S LF E 9 4 3 . 9 94 3 . 4 94 3 . 7 S LF E 9 4 4 . 2 94 3 . 7 94 4 . 0 S LF E 9 4 4 . 5 94 4 . 0 94 4 . 4 S LF E 9 4 4 . 9 94 4 . 4 94 4 . 7 S LF E 9 4 5 . 2 94 4 . 7 94 5 . 0 S LF E 9 4 5 . 5 94 5 . 0 94 5 . 4 S LF E 9 4 5 . 9 94 5 . 4 94 5 . 7 S LF E 9 4 6 . 2 94 5 . 7 94 6 . 3 S LF E 9 4 6 . 8 94 6 . 3 94 7 . 3 S LF E 9 4 7 . 8 94 7 . 3 94 8 . 3 S LF E 9 4 8 . 8 94 8 . 3 94 9 . 5 S LF E 9 5 0 . 0 94 9 . 5 95 0 . 7 S LF E 9 5 1 . 2 95 0 . 7 94 2 . 6 S LF E 9 4 3 . 1 94 2 . 6 94 2 . 6 S LF E 9 4 3 . 1 94 2 . 6 94 2 . 6 S LF E 9 4 3 . 1 94 2 . 6 94 2 . 3 S LF E 9 4 2 . 8 94 2 . 3 941 . 9 S LFE 9 4 2 . 4 941 . 9 94 1 . 5 S LFE 9 4 2 . 0 941 . 5 94 1 . 2 S LFE 9 4 1 . 7 94 1 . 2 94 0 . 9 S LF E 9 4 1 . 4 94 0 . 9 94 0 . 5 S LF E 9 4 1 . 0 94 0 . 5 94 0 . 5 S LF E 9 4 1 . 0 94 0 . 5 94 1 . 2 SLF E 9 4 1 . 7 94 1 . 2 94 1 . 2 S LF E 9 4 1 . 7 94 1 . 2 94 1 . 6 S LFE 9 4 2 . 1 94 1 . 6 942 . 0 S LFE 9 4 2 . 5 942 . 0 94 2 . 3 S LFE 9 4 2 . 8 94 2 . 3 94 2 . 6 S LF E 9 4 3 . 1 94 2 . 6 94 3 . 0 S LF E 9 4 3 . 5 94 3 . 0 94 3 . 4 S LF E 9 4 3 . 9 94 3 . 4 94 3 . 8 S LF E 9 4 4 . 3 94 3 . 8 942.5 S LFE 9 4 3 . 0 942.5 942. 2 S LFE 9 4 2 . 7 942. 2 941. 7 S LFE 9 4 2 . 2 941. 7 94 1 . 3 S LF E 9 4 1 . 8 94 1 . 3 94 1 . 2 S LF E 9 4 1 . 7 94 1 . 2 9 4 1 . 2 S L F E 9 4 1 . 7 9 4 1 . 2 9 4 1 . 4 S L F E 9 4 1 . 9 9 4 1 . 4 9 4 1 . 7 S L F E 9 4 2 . 2 9 4 1 . 7 9 4 2 . 2 S L F E 9 4 2 . 7 9 4 2 . 2 9 4 2 . 6 S L F E 9 4 3 . 1 9 4 2 . 6 9 4 3 . 0 S L F E 9 4 3 . 5 9 4 3 . 0 9 4 3 . 5 S L F E 9 4 4 . 0 9 4 3 . 5 94 3 . 9 S LF E 9 4 4 . 4 94 3 . 9 94 4 . 2 S LF E 9 4 4 . 7 94 4 . 2 94 4 . 6 S LF E 9 4 5 . 1 94 4 . 6 94 4 . 9 S LF E 9 4 5 . 4 94 4 . 9 94 5 . 2 S LF E 9 4 5 . 7 94 5 . 2 947.9S LFE 948.4947.9 947.5S LFE 948.0947.5 947.1S LFE 947.6947.1 946.6S LFE 947.1946.6 946.2S LFE 946.7946.2 94 4 . 5 S LF E 9 4 5 . 0 94 4 . 5 94 4 . 1 S LF E 9 4 4 . 6 94 4 . 1 94 3 . 8 S LF E 9 4 4 . 3 94 3 . 8 94 3 . 5 S LF E 9 4 4 . 0 94 3 . 5 94 3 . 1 S LF E 9 4 3 . 6 94 3 . 1 94 2 . 8 S LF E 9 4 3 . 3 94 2 . 8 9 4 2 . 1 S L F E 9 4 2 . 6 9 4 2 . 1 94 1 . 6 S LF E 9 4 2 . 1 94 1 . 6 941.2 S LFE 941.7941.2 941.3 S LFE 94 1 . 8 941.3 941 . 5 S LFE 9 4 2 . 0 941 . 5 94 2 . 6 S LF E 9 4 3 . 1 94 2 . 6 94 3 . 4 S LF E 9 4 3 . 9 94 3 . 4 94 3 . 4 S LF E 9 4 3 . 9 94 3 . 4 94 3 . 7 S LF E 9 4 4 . 2 94 3 . 7 94 4 . 1 S LF E 9 4 4 . 6 94 4 . 1 94 4 . 4 S LF E 9 4 4 . 9 94 4 . 4 94 4 . 7 S LF E 9 4 5 . 2 94 4 . 7 94 5 . 1 S LF E 9 4 5 . 6 94 5 . 1 944.1S LFE 944.6944.1 943.8S LFE 944.3943.8 943.6S LFE 944.1943.6 943.3S LFE 943.8943.3 942.9 S LFE 943 . 4 942.9 94 2 . 4 S LF E 9 4 2 . 9 94 2 . 4 94 2 . 4 S LF E 9 4 2 . 9 94 2 . 4 94 2 . 1 SLF E 9 4 2 . 6 94 2 . 1 94 1 . 8 S LF E 9 4 2 . 3 94 1 . 8 94 1 . 7 S LF E 9 4 2 . 2 94 1 . 7 94 1 . 2 S LF E 9 4 1 . 7 94 1 . 2 94 1 . 6 S LF E 9 4 2 . 1 94 1 . 6 942 . 3 S LFE 9 4 2 . 8 94 2 . 3 942 . 7 S LFE 9 4 3 . 2 942 . 7 942 . 4 S LFE 9 4 2 . 9 942 . 4 942 . 1 S LFE 9 4 2 . 6 942 . 1 941. 9 S LFE 9 4 2 . 4 941. 9 941 . 9 S LFE 9 4 2 . 4 941 . 9 942 . 1 S LFE 9 4 2 . 6 942 . 1 94 2 . 3 S LF E 9 4 2 . 8 94 2 . 3 94 2 . 6 S LF E 9 4 3 . 1 94 2 . 6 94 2 . 9 S LF E 9 4 3 . 4 94 2 . 9 946.5S946.9S947.4S947.8S948.2S 944.3S 944.0S 943.7S 943.5S 943.2S 942.9 S 942 . 3 S LFE 9 4 2 . 8 942 . 3 94 2 . 9 SLF E 9 4 3 . 4 94 2 . 9 94 6 . 1 S LF E 9 4 6 . 6 94 6 . 1 94 0 . 7 94 0 . 4 939 . 9 939 . 5 939 . 1 938 . 8 939. 1 939.5 939.9 940.4 940.8 941.2 941.7 942.1 942.4 942.8 943.1 943.4 94 5 . 7 94 5 . 3 94 4 . 8 94 4 . 4 942.4 942.0 941.7 941.4 941.0 940.7 940.0 939.5 938 . 9 9 3 9 . 1 9 3 9 . 2 939.4 939.6 940.5 941.3 941.6 941.9 942.3 942.6 942.9 94 2 . 2 94 1 . 9 94 1 . 7 94 1 . 4 94 1 . 0 94 0 . 5 940. 3 940.0 939.7 939.3 939.0 938.7 938.5 939. 0 939 . 4 939 . 8 940. 1 940.4 940.8 941.1 941.0 941.3 941.6 941.9 942.3 942.6 942.9 940.7 940.4 940. 2 93 9 . 9 93 9 . 8 9 3 9 . 9 9 4 0 . 2 9 4 0 . 6 94 0 . 6 939.9 939.3 939.0 938.7 938.5 938.7 939.0 939. 3 939 . 6 940. 0 940.4 940.8 941.2 940 . 6 94 0 . 8 94 1 . 1 94 1 . 4 94 1 . 6 94 1 . 9 94 2 . 2 940.8 940 . 1 944.4944.8945.3945.7 939 . 0 940 . 0 94 1 . 8 94 1 . 6 945.9 946.8 943.7 94 3 . 6 94 4 . 0 943.6 5+00.00 90' VC (941.82) 941.85 LP 24+25.00 938.47 24+25.00 90' VC (938.30) 938.47 31+10.00 90' VC (943.44) 943.63 LP 4+79.19 938.15 HP 8+16.34 940.31 LP 9+80.00 939.47 4+80.00 90' VC (937.98) 938.15 8+15.00 90' VC (940.47) 940.31 9+80.00 90' VC (939.32) 939.47 0. 7 5 % 0. 7 5 % 0. 7 5 % 2. 5 0 % 2. 5 0 % 0. 7 4 % 0.7 2 % 0.7 4 % 0.70 % 0.7 0 % 0.70 % 0. 7 5 % 2. 0 0 % 2.00% 0.85%0.60% 0. 7 5 % EOF 939.0 EOF 940.0 EOF 938.8 EOF 939.7 948.6 947.4 946.2 945.2 944.2 943.6 943.3 939.84 G 938.38 G 939.21 G 939.95 93 6 . 2 93 7 . 0 93 8 . 0 93 9 . 2 94 0 . 3 94 1 . 9 94 2 . 8 94 4 . 0 94 4 . 5 94 5 . 4 94 6 . 1 94 7 . 3 94 9 . 0 95 0 . 5 93 8 . 5 93 8 . 5 938 . 5 938 . 5 938 . 5 938 . 5 938 . 5 938 . 5 938.5 938.5 938.5 937.0 93 7 . 0 93 7 . 0 937 . 0 937 . 0 937 . 0 937 . 0 93 7 . 0 93 7 . 0 93 7 . 0 94 3 . 8 938 . 5 941 . 6 94 1 . 6 941. 3 94 0 . 3 939.9 939.6 940.4 938.4 939.2 940.9 941.8 942.7 939.4 940.4 939.0 938.1 937.3 938. 3 9 3 8 . 8 938 . 8 937.3 937. 3 939.3 940.4 941.3 93 8 . 5 9 3 8 . 7 938 . 8 938 . 0 939 . 2 937. 8 938. 7 939.4 939.5 940.5 940.7 940.0 939.9 939.1 940.2 940.5 941.5 941.7 940.6 940.8 941.6 941.7 94 2 . 5 94 4 . 0 94 2 . 9 94 3 . 1 94 4 . 7 939.0 0.7 2 % 948.7 947.5 946.3 945.1 944.3 943.4 943.2 942.3 941.4 939.0 939.9 940.3 939.4 938.6 EOF 948.0 EOF 943.9 EOF 940.3 93 8 . 7 93 9 . 9 94 0 . 8 94 0 . 4 94 1 . 2 94 0 . 7 938.7 938.7 938.7 EOF 940.1 EOF 941.1 938.8 939.1 939.2 EOF 942.1 EOF 940.9 940.2 939.4 939.9 938.0 938.8 EOF 940.9 941.0 EOF 940.5 941.4 9 940.7 4 939.9 9 939 . 2 4 93 8 . 5 2 9 3 8 . 8 6 9 3 9 . 6 1 9 4 0 . 3 6 9 4 1 . 1 1 94 1 . 8 6 94 2 . 6 1 94 3 . 4 8 94 5 . 6 9 94 8 . 1 9 EOF 940.4 POND 2P BTM 920.5 OLE 930.5 HWL 933.6 POND 3P BTM 923.0 OLE 933.0 HWL 934.5 EOF 936.5 94 2 . 8 S LF E 9 4 3 . 3 94 2 . 8 937.7 940.793 5 . 5 EOF 940.5 G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G GGGGGGGGGG 9 3 9 . 6 7 946.25 945.24 944.38 943.53 942.68 941.85 941.22 940.62 940 . 0 2 9 3 9 . 3 8 94 1 . 6 0 94 0 . 7 1 93 9 . 9 9 939 . 2 7 93 8 . 5 6 93 8 . 1 8 93 8 . 8 7 93 9 . 6 2 940 . 2 9 939. 8 8 939 . 5 1 94 0 . 1 6 94 3 . 3 4 94 2 . 7 2 94 1 . 9 7 94 1 . 2 2 9 4 0 . 4 7 93 9 . 2 3 93 7 . 2 93 6 . 6 93 6 . 2 7.9 % 8.1 % 7.8 % 7.9 % 9.0% 9.0% 8.2% 7.8% 8.1% 8.0% 8.0% 8.3% 7.7% 7.7% 8.0% 7.9% 7.9% 5.0% 6.0% 6.2% 6.5% 6.7% 6.5% 6.4% 6.6% 6.6% 7.1% 7.7% 7.7% 8.0% 7.8% 5.2% 6.5% 7.9% 8.3% 8.3 % 8.3 % 8.2% 8.3% 7.7% 7.7% 8.2% 7.8% 7.9 % 8. 1 % 7. 9 % 8. 0 % 8. 1 % 8. 0 % 8.1 % 7.9% 8.0% 7.9% 6.7% 6.6 % 6.6% 6.6% 6.6% 7.2% 7.5% 7.0% 6.7 % 6.9 % 6.7 % 6.7% 6.9% 7.0% 7.2% 8.0% 7.7% 7.9% 8.0% 7.8% 7.9% 6.7% 8.1% 7.1 % 6 . 9 % 7. 1 % 7.7% 7.7% 7.6% 6.2% 6.7% 6.6% 6.5% 6.7% 6. 8 % 6. 7 % 6. 7 % 6. 6 % 6. 7 % 6. 5 % 6. 5 % 6. 4 % 6. 6 % 6. 0 % 6.1 % 8.6 % 8.3 % 8. 1 % 8. 2 % 8. 0 % 8. 1 % 8. 0 % 8. 0 % 8. 2 % 8. 1 % 8. 2 % 7.8% 942.3 942.9 943.2 943.5 943.9 944.2 944.5 944.9 945.2 945.8 946.8 947.8 949.0 950.2 943.0 943.4 943.7 944.1 944.4 942.5 942.1 941.7 941.2 940.9 940. 7 940 . 7 940 . 8 94 1 . 2 94 1 . 7 94 2 . 0 942.9 942.5 942.1 941. 8 941. 5 941. 1 940. 7 940.7 940.5 942.1 942.1 941.8 941. 4 941. 0 940 . 6 940. 4 940.0 941.1 941.2 941.3 941.6 940.7 941.1 94 1 . 8 9 4 1 . 8 9 4 1 . 6 9 4 1 . 4 94 1 . 4 941 . 4 941. 6 941.8 942.1 941 . 8 942.4 944.2 943.9 943.6 943.2 942.9 942.9 942.1 942.0 943.6 943.3 943.0 942.6 942.3 941.6 941.1 9 4 0 . 7 9 4 0 . 8 941.0 94 7 . 0 94 6 . 6 94 6 . 1 94 5 . 7 94 3 . 6 94 3 . 3 94 3 . 1 94 2 . 8 94 2 . 4 94 1 . 9 94 0 940 94 2 944 946 948 9 4 0 94 0 940 940 94 4 940 94 2 94494 6 940 942 932 934 936 938 922 938.7 938.7 93 4 93 4 93 6 93 8 92 4 92 6 92 8 93 0 93 4 93 6 93 8 93 2 93 4 93 6 93 8 92 2 92 4 92 6 92 8 93 0 922 92 4 92 6 92 8 92 2 92 4 926 92 8 93 0 932 93 4 93 6 924 926 928 930 932 934 936 94 0 934 936 93 8 926 928 93 0 932 93 8 93 8 932 934 936 938 940 942 9 3 8 9 3 8 9 4 2 9 4 0 94 0 94 2 94 4 94 6 94 8 94 6 94 4 94 4 9 4 2 9 4 0 94 0 942 942 94 2 94 2 94 0 94 0 94 0 94 2 942 94 0 94 0 94 2 94 4 94 4 94 2 94 2 940 9 4 0 9 4 2 94 4 946 944 942 94 2 942944 946 93 8 9 3 4 9 3 6 9 3 6 93 6 94 0 940 9 4 2 94 4 9 4 4 9 4 6 9 4 8 9 4 8 940 94 2 94 0 94 0 94 2 940 940 942 9 4 0 940 940 938 93 8 940940 94 2 94 0 9 4 0 940 94 0 94 2 9 4 2 9 4 2 94 4 944944946 94 0 93 8 94 0 93 8 932 93 4 936 94 0 940 94 0 93 8 EOF 932.9 G llllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l lllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l llllllllllllllllllllllll oooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooo ooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooo o oo o oo oo o ooo ooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooo o oooooooooooooooo oooooooooooo PROJECT NO. 24332 CAD FILE 12/23/2025 DATE REVISIONS DRAWN BY Da t e : Re g . N o . 2025-12-30 REV WETLAND BUFFER 29 9 9 W E S T C . R . 4 2 , S U I T E 1 0 0 BU R N S V I L L E , M N 5 5 3 0 6 PH O N E : 9 5 2 - 8 9 0 - 6 0 4 4 JB e n d e r @m n h i l l . c o m ww w . m n h i l l . c o m I h e r e b y c e r t i f y t h a t t h i s p l a n , sp e c i f i c a t i o n o r r e p o r t w a s p r e p a r e d by m e o r u n d e r m y d i r e c t s u p e r v i s i o n an d t h a t I a m a d u l y L i c e n s e d Pr o f e s s i o n a l E n g i n e e r u n d e r t h e l a w s of t h e S t a t e o f M i n n e s o t a . PRE L I M I N A R Y FA R M I N G T O N , M I N N E S O T A SA W Y E R G L E N N LE N N A R FO R 16 3 5 5 3 6 T H A V E S U I T E # 1 0 0 P L Y M O U N T H , M N 5 5 4 4 6 CTY 2026-03-02 REV PER CITY COMMENTS F: \ _ C i v i l 3 D P r o j e c t s \ 2 4 3 3 2 \ P R E - P L A T P L A N S \ 2 4 3 3 2 E R C . d w g - 3 / 0 2 / 2 0 2 6 0 8 : 2 0 A M 24332 ERC C3.2 Know what's below. before you dig.Call R SCALE IN FEET 0 50 100 ER O S I O N & S E D I M E N T C O N T R O L P L A N Pa g e 1 1 8 o f 1 7 6 940 94 0 9 3 6 936 936 936 93 6 9 3 6 938 938 9 3 4 934 934 934 93 4 93 2 932 930 930 92 8 93 0 93 2 93 4 93 2 9 3 2 9 3 2 9 3 0 9 3 2 932 9 3 2 934 934 9 3 2 93 2 93 2 9 3 2 9 3 2 9 3 2 93 2 92 4 92 6 92 8 93 0 93 2 93 2 93 2 93 2 92 2 92 4 92 6 OH U OH U OH U OH U OH U OH U OH U X X X OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU >> > > > > > > > > > > > > > TV EOF 933.6 G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G ST-10 GW 929.0 ST-11 GW 928.1 WBF WB F WB F WB F WB F WB F WB F WB F WB F WBF WBF W B F WB F WB F WB F WB F WB F WB F WB F WB F WBF X X X X X X X X FE M A Z O N E A E RE G U L A T O R Y FL O O D W A Y FE M A ZO N E A E FEMA ZONE A FEMA ZONE A FEMA ZONE A 131415 16 17 18 19 20 21 22 23 24 1 2 0+ 0 0 7 8 9 7 8 9 10 10 11 12 OUTLOT B OUTLOT C 6 7 21 1 T H S T FA I R F I E L D D R FEN W A Y L N >>>>>>> > > > > > > > > > > > > > > > > 94 2 . 6 S LF E 9 4 3 . 1 94 2 . 6 94 2 . 6 S LF E 9 4 3 . 1 94 2 . 6 94 2 . 6 S LF E 9 4 3 . 1 94 2 . 6 94 2 . 3 S LF E 9 4 2 . 8 94 2 . 3 LFE 9 4 2 . 4 94 1 . 9 94 3 . 0 S LF E 9 4 3 . 5 94 3 . 4 S LF E 9 4 3 . 9 94 3 . 4 94 3 . 8 S LF E 9 4 4 . 3 94 3 . 8 942.5 S LFE 9 4 3 . 0 942.5 942. 2 S LFE 9 4 2 . 7 941. 7 S 94 1 . 3 94 0 . 7 94 0 . 4 939 . 9 939 . 5 939 . 1 940.4 940.8 941.1 940.4 940.8 941.2 94 1 . 8 94 1 . 6 HP 18+60.00 942.37 LP 24+25.00 938.47 LP 13+15.58 938.68 13+00.00 150' VC (938.34) 938.69 18+60.00 90' VC (942.54) 942.37 (938.30) 938.47 0. 7 5 % 0.75% 0. 7 5 % 0. 7 5 % 1.14% EOF 938.8 94 2 . 6 94 0 . 6 93 7 . 0 93 7 . 0 937 . 0 937 . 0 940.4 941.3 0.7 2 % 938.7 938.7 938.7 938.7 938.7 939.48 938.69 939.09 939.84 940.59 941. 3 4 9 4 2 . 0 9 94 2 . 2 4 941.4 9 940.7 4 939.9 9 939 . 2 4 93 8 . 5 2 936.0 936.0 935.7935.7 939.1 935.7 939.5 935.0 939.9 935.8 934.0 934.0 POND 1P BTM 921.0 OLE 931.0 HWL 937.7 POND 2P BTM 920.5 OLE 930.5 HWL 933.6 929.3 G G G G G G G GG G G 94 1 . 6 0 94 0 . 7 1 93 9 . 9 9 FEMA FLOOD STORAGE BTM 929.0 FEMA FLOOD STORAGE BTM 929.0 FEMA FLOOD STORAGE BTM 929.0 7.9 % 8.1 % 7.8 % 7.9 % 5.2% 6.5% 7.9% 8.3% 6.9% 7.0% 7.2% 94 1 . 2 94 1 . 7 94 2 . 0 942.9 942.5 942.1 942.1 941.8 941. 4 EOF 938.2 938.7 EOF 938.2 940 940 942 9 4 2 932 934 936 938 940 922 924 926 928 930 938.7 93 4 93 6 93 8 93 2 93 4 93 6 93 8 92 2 92 4 92 6 92 8 93 0 930 932 930932934 93 0 93 2 930 932 93 0 93 2 930932 93 0 93 2 93 0 93 2 934 936 938 932 934 936 938 93 0 93 2 93 4 930 93 2 93 4 92 4 92 6 92 8 93 0 92 2 92 4 92 2 92 4 92 6 92 8 93 0 93 2 93 4 93 6 938 934 936 938 94 0 94 0 942 942 94 2 94 2 94 2 934 9 3 4 9 3 6 93 8 940 9 4 2 94 2 94 0 93 8 EOF 938.9 EOF 938.6 EOF 933.6 934.6 934.6 934.6 934.6 934.5 934.6 POND 4P HWL 931.0 B-B HWL 933.2 DUAL CULVERTS SERVE AS EOF 929.3 936 938 932 940 lllllllllllllllllllll l llllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l lllllllllll llllllllllllll l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l lllllllllll llll l l l l l l l l l l l l lllllllllllllllllllllll llllllllllll lllllllllllll l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l llllllllllllllllllllllll oooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooo o o o o ooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooo oooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooo oooooooooooooooooo o o o o o o o o o o o oooooooooooooooooooooooooooooooooooooooooooo o ooooooooooooooo ooooo o o oooooooooooooooooooooooooooooooooooooooooo oooooooooooooooo oooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooo o oooooooooooo ooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooo o oooooooooooooooo oooooooooooo ll l l l lllllllllllllllllllllllllllllllllllllll lllllllllllll lllllllllllllllllllllllllooooooooooo o o oooooooooooooooooooooooooooooooooooooo o oooooooooooooooooooooooo oooooooooooo oooooooooooo PROJECT NO. 24332 CAD FILE 12/23/2025 DATE REVISIONS DRAWN BY Da t e : Re g . N o . 2025-12-30 REV WETLAND BUFFER 29 9 9 W E S T C . R . 4 2 , S U I T E 1 0 0 BU R N S V I L L E , M N 5 5 3 0 6 PH O N E : 9 5 2 - 8 9 0 - 6 0 4 4 JB e n d e r @m n h i l l . c o m ww w . m n h i l l . c o m I h e r e b y c e r t i f y t h a t t h i s p l a n , sp e c i f i c a t i o n o r r e p o r t w a s p r e p a r e d by m e o r u n d e r m y d i r e c t s u p e r v i s i o n an d t h a t I a m a d u l y L i c e n s e d Pr o f e s s i o n a l E n g i n e e r u n d e r t h e l a w s of t h e S t a t e o f M i n n e s o t a . PRE L I M I N A R Y FA R M I N G T O N , M I N N E S O T A SA W Y E R G L E N N LE N N A R FO R 16 3 5 5 3 6 T H A V E S U I T E # 1 0 0 P L Y M O U N T H , M N 5 5 4 4 6 CTY 2026-03-02 REV PER CITY COMMENTS F: \ _ C i v i l 3 D P r o j e c t s \ 2 4 3 3 2 \ P R E - P L A T P L A N S \ 2 4 3 3 2 E R C . d w g - 3 / 0 2 / 2 0 2 6 0 8 : 2 0 A M 24332 ERC C3.3 Know what's below. before you dig.Call R SCALE IN FEET 0 50 100 ER O S I O N & S E D I M E N T C O N T R O L P L A N Pa g e 1 1 9 o f 1 7 6 944 94 4 940 940 940 940 940 940 940 9 4 0 9 3 6 936 936 93 6 936 936 93 8 93 8 938 9 3 8 93 8 93 8 93 8 942 94 2 94 2 9 4 2 94 2 942 94 2 934 934 934 934 9 3 4 9 3 4 934 93 4 92 8 93 0 93 2 93 4 92 2 92 4 92 6 OHU OHU OHU OHU I I I I I I I I I I I G G G G G G SS > > > X X XXXXXXXXXXXXXXXX X X X X X X X X XXXXX FEMA ZONE A BM #1 TNH=942.29 1234567891011121314 0+00 211TH ST >>>>>>>>>>>>>>>>>>> HP 8+95.64 942.36 LP 13+15.58 938.68 LP 4+32.87 940.27 4+00.00 150' VC (940.00) 940.33 9+25.00 150' VC (942.62) 942.32 13+00.00 150' VC (938.34) 938.69 0.75% 0.50%1.14%0.50% 1.14% 1.28% 940.33940.50941.00941.50942.00942.36941.77940.62 939.48 938.69 939.09 938.6 938.5 938.7 938.1 939.1 937.6 939.4 936.6 939.7 936.6 939.6 935.7 939.0 936.1 938.3 935.9937.1 935.3936.0 936.0 935.7935.7 939.1 935.7 939.5 935.0 940 940 940 942942 934 936 938 940 942940 938 EOF 938.9 EOF 938.6 oooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooo oooooooooooooooooo o ooooooooooooooo ooooo o o oooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooo PROJECT NO. 24332 CAD FILE 12/23/2025 DATE REVISIONS DRAWN BY Da t e : Re g . N o . 2025-12-30 REV WETLAND BUFFER 29 9 9 W E S T C . R . 4 2 , S U I T E 1 0 0 BU R N S V I L L E , M N 5 5 3 0 6 PH O N E : 9 5 2 - 8 9 0 - 6 0 4 4 JB e n d e r @m n h i l l . c o m ww w . m n h i l l . c o m I h e r e b y c e r t i f y t h a t t h i s p l a n , sp e c i f i c a t i o n o r r e p o r t w a s p r e p a r e d by m e o r u n d e r m y d i r e c t s u p e r v i s i o n an d t h a t I a m a d u l y L i c e n s e d Pr o f e s s i o n a l E n g i n e e r u n d e r t h e l a w s of t h e S t a t e o f M i n n e s o t a . PRE L I M I N A R Y FA R M I N G T O N , M I N N E S O T A SA W Y E R G L E N N LE N N A R FO R 16 3 5 5 3 6 T H A V E S U I T E # 1 0 0 P L Y M O U N T H , M N 5 5 4 4 6 CTY 2026-03-02 REV PER CITY COMMENTS F: \ _ C i v i l 3 D P r o j e c t s \ 2 4 3 3 2 \ P R E - P L A T P L A N S \ 2 4 3 3 2 E R C . d w g - 3 / 0 2 / 2 0 2 6 0 8 : 2 0 A M 24332 ERC C3.4 Know what's below. before you dig.Call R SCALE IN FEET 0 50 100 ER O S I O N & S E D I M E N T C O N T R O L P L A N Pa g e 1 2 0 o f 1 7 6 PROJECT NO. 24332 CAD FILE 12/23/2025 DATE REVISIONS DRAWN BY Da t e : Re g . N o . 2025-12-30 REV WETLAND BUFFER 29 9 9 W E S T C . R . 4 2 , S U I T E 1 0 0 BU R N S V I L L E , M N 5 5 3 0 6 PH O N E : 9 5 2 - 8 9 0 - 6 0 4 4 JB e n d e r @m n h i l l . c o m ww w . m n h i l l . c o m I h e r e b y c e r t i f y t h a t t h i s p l a n , sp e c i f i c a t i o n o r r e p o r t w a s p r e p a r e d by m e o r u n d e r m y d i r e c t s u p e r v i s i o n an d t h a t I a m a d u l y L i c e n s e d Pr o f e s s i o n a l E n g i n e e r u n d e r t h e l a w s of t h e S t a t e o f M i n n e s o t a . PRE L I M I N A R Y FA R M I N G T O N , M I N N E S O T A SA W Y E R G L E N N LE N N A R FO R 16 3 5 5 3 6 T H A V E S U I T E # 1 0 0 P L Y M O U N T H , M N 5 5 4 4 6 CTY 2026-03-02 REV PER CITY COMMENTS F: \ _ C i v i l 3 D P r o j e c t s \ 2 4 3 3 2 \ P R E - P L A T P L A N S \ 2 4 3 3 2 E R D . d w g - 3 / 0 2 / 2 0 2 6 0 8 : 2 1 A M 24332 ERD C3.5 SITE 1-MILE RADIUS USGS MAP 1" = 2000' USDA SOIL MAP 1" = 400' ESTIMATED EROSION AND SEDIMENT CONTROL QUANTITIES CONSTRUCTION ROCK ENTRANCE EA 1 STANDARD DUTY SILT FENCE LF 10,600 HEAVY DUTY SILT FENCE LF 3,800 MNDOT SEED MIX MESIC INSLOPE (GENERAL MIX)AC 43.0 MNDOT SEED MIX WET DITCH (STORMWATER BASIN)AC 4.5 MNDOT SEED MIX WINTER WHEAT (TEMPORARY CROP COVER)AC 21.5 REAR YARD INLET PROTECTION EA 39 WIMCO OR APPROVED EQUAL INLET PROTECTION EA 67 DITCH CHECKS - MASS GRADING EA 28 DITCH CHECKS - TEMPORARY DITCH GRADING EA 35 EROSION CONTROL BLANKET - MASS GRADING SY 9,800 EROSION CONTROL BLANKET - TEMPORARY DITCH GRADING SY 18,700 TURF REINFORCEMENT MAT (TRM)SY 300 SAWYER GLENN - FARMINGTON, MINNESOTA These plans shall be considered part of the project Storm Water Pollution Prevention Plan (SWPPP.) A copy of the SWPPP shall remain on site throughout active construction. PROJECT SUMMARY SAWYER GLENN is a single-family residential development project. The project includes construction of building pads, streets, utilities and stormwater management basins. TYPE OF PROJECT: Platting and development of 215 Single-family Residential Lots TYPE OF WORK: Clearing and grubbing, demolition of existing houses, mass grading, utility and street construction and installation of phone, communication, gas and electric utilities. TOTAL SITE AREA:73.3 AC OR 67.8 AC EXCLUDING LAKEVILLE BLVD R/W TOTAL DISTURBED AREA:63.9 AC (INCLUDING 3.0 AC OFFSITE) EXISTING IMPERVIOUS AREA:0.0 AC PROPOSED (DESIGN) IMPERVIOUS AREA:30.0 AC IMPAIRED WATERS: There are impaired or special waters within a 1-mile radius of the site. An unnamed Creek has an EPA-approved impairment for: Benthic macroinvertebrates bioassessments; Dissolved oxygen; Fecal coliform; Fish bioassessments; Total suspended solids (TSS). UNNAMED CREEK 0.46 MI These impairment(s) are considered to be construction related parameters and require the additional best management practices (BMPs) found in items 23.9 and 23.10 of the permit if the project has a discharge point on the project within 1 mile (aerial radius measurement) of, and flows to the impaired stream. 23.9: Permittees must immediately initiate stabilization of exposed soil areas, as described in item 8.4, and complete the stabilization within seven (7) calendar days after the construction activity in that portion of the site temporarily or permanently ceases. 23.10: Permittees must provide a temporary sediment basin as described in Section 14 for common drainage locations that serve an area with five (5) or more acres disturbed at one time. TROUT STREAMS & TRIBUTARIES: There are trout steams and/or tributaries within a 1-mile radius of the site. TROUT STREAM: M-049-012 0.46 MI TROUT STREAM TRIBUTARIES: M-049-012-002 0.15 MI M-049-012-002-001 0.41 MI M-049-012-000.5 0.68 MI M-049-012-003 0.93 MI M-049-012 0.93 MI M-049-012-001 0.95 MI Projects discharging to trout streams must incorporate the additional best management practices (BMPs) found in items 23.9, 23.10, 23.11 and 23.12 of the permit if the project has a discharge point on the project within 1 mile (aerial radius measurement) of, and flows to the trout stream. 23.9: Permittees must immediately initiate stabilization of exposed soil areas, as described in item 8.4, and complete the stabilization within seven (7) calendar days after the construction activity in that portion of the site temporarily or permanently ceases. 23.10: Permittees must provide a temporary sediment basin as described in Section 14 for common drainage locations that serve an area with five (5) or more acres disturbed at one time. 23.11: Permittees must include an undisturbed buffer zone of not less than 100 linear feet from a special water (not including tributaries) and must maintain this buffer zone at all times, both during construction and as a permanent feature post construction, except where a water crossing or other encroachment is necessary to complete the project. Permittees must fully document the circumstance and reasons the buffer encroachment is necessary in the SWPPP and include restoration activities. This permit allows replacement of existing impervious surface within the buffer. Permittees must minimize all potential water quality, scenic and other environmental impacts of these exceptions by the use of additional or redundant BMPs and must document this in the SWPPP for the project. 23.12: Permittees must design the permanent stormwater treatment system so the discharge from the project minimizes any increase in the temperature of trout streams resulting from the one (1) and two (2) year 24-hour precipitation events. A mandatory Stormwater Pollution Prevention Plan (SWPPP) review is required by the MPCA if the project will disturb over 50 acres and has a discharge point on the project within 1 mile (aerial radius measurement) of, and flows to the impaired water. Owners must submit the application for coverage and the SWPPP at least 30-days before the construction start date. The SWPPP can be attached electronically when using the online application. ENVIRONMENTAL REVIEW No environmental reviews were performed for the site, nor were any required by the City of FARMINGTON or for other agency approvals. CONSTRUCTION PHASING Mass grading will be one phase. Site grading and demolition may occur simultaneously. Mass grading is anticipated to take 3-4 weeks, which will include the construction of the stormwater basins. Utility installation will immediately follow grading. Upon completion of utilities, street construction will take place. Final construction work prior to home construction includes installation of phone, cable, gas and electric utilities, as well as retaining wall construction. PERMANENT STORMWATER TREATMENT SYSTEMS Three stormwater basins will provide treatment. Pond 1 will be located south of the proposed lots along the north side of the west-east ditch. Pond 2 will be located east of Pond 1 and Pond 3 will be northeast of Pond 2. Due to shallow groundwater, each basin will be a wet pond with storage meeting NURP standards. A skimming outlet control structure (OCS) with an orifice will be installed in each pond to provide rate control. Pond 3 will drain to Pond 2 and Pond 2 will drain to the southern remnant of the north-south ditch. Pond 1 will discharge to the west-east ditch. MPCA STORMWATER PERMIT - RESPONSIBILITY LENNAR is the Owner for the development. The owner will apply for the Stormwater Permit and shall remain responsible for implementation of the SWPPP until final stabilization and filing of the N.O.T. or Subdivision Registration Form. Residential sites are required to file a Subdivision Registration Form through the MPCA for ownership changes. Prior to terminating permit coverage for a single residential lot or lots, temporary erosion protection and downgradient perimeter controls shoule be established and an MPCA Homeowner Fact Sheet should be distributed. OWNER: STEVE TROSKEY - LENNAR - 612-590-0531 PERMITTEE: TBD - TBD - %% OPERATOR(S): Name - Name - XXX-XXX-XXXX ENGINEER: JOHN BENDER, PE, Proj. Mgr - Hill, Inc. - 952-890-6044 LGU CONTACT: JOHN POWELL, P.E. - CITY OF FARMINGTON - 651-280-6841 MPCA COMPLIANCE: ELLIE BERGFALK - MPCA - 651-757-2859 The Contractor shall follow the implementation sequence as described on these plans. Amendments shall be made as site conditions change. Amendments shall be reviewed by the engineer. IMPLEMENTATION OF THE SWPPP The GENERAL CONTRACTOR (GC) or their subcontractor is responsible for implementation of the SWPPP. Contractor has or will provide trained personnel responsible for inspection of erosion and sediment control BMPs. Either the Contractor or their subcontractor will provide trained personnel responsible for installing and maintaining erosion and sediment control BMPs. Long term operation and maintenance of the permanent stormwater management system will the responsibility of City of FARMINGTON. DOCUMENTATION OF TRAINED INDIVIDUALS Prior to start of construction, GC and/or their subcontractors shall ensure they have proper documentation for all individuals involved in implementing the SWPPP, as well as all involved individuals as described in section 21 of the General Stormwater Permit. SWPPP Design: JOHN BENDER, PE, training by University of Minnesota “Design of Construction SWPPP, 6/1/2024-5/31/2027. Instructor: John Chapman (Online). SWPPP Contact for Contractor: Name - XXX-XXX-XXXX Alternate SWPPP Contact for Contractor: Name - XXX-XXX-XXXX REQUIREMENTS FOR NOTICE OF TERMINATION (NOT) Before submitting the NOT to the MPCA, the permittee must meet the following requirements: 1.All construction activity associated with the project must be completed. 2.All pervious surfaces must be stabilized with permanent vegetative cover having a growth density of 70% of the expected full growth density (unless a specific area of the site specifies no vegetation) and it must be uniform. 3.The stormwater treatment system (basins, pipes, structures, ditches, swales, etc.) is cleaned, removing all accumulation of sediment and debris. 4.All synthetic erosion and sediment prevention BMPs have removed. RECORD RETENTION During construction, the Contractor must retain a copy of the SWPPP and any amendments thereto on site at all times (or on the portion of the site for which the Contractor has control.) The SWPPP may be kept in a designated repository, in the construction field office or in an on-site vehicle during normal working hours. Copies of all maintenance records, inspection reports shall also be retained on site with the SWPPP. Upon completion of all construction and submittal of the NOT, the Owner shall retain the SWPPP documents for no less than three years, including the final SWPPP, other stormwater related permits, inspection and maintenance records, SWMP operational and maintenance agreements, and any other documents or binding agreements that relate to the operation and maintenance of the SWMP. GC and/or their subcontractors shall ensure they have proper documentation for all individuals involved. POTENTIAL FOR EROSION AND DISCHARGE OF SEDIMENT There is moderate potential for erosion to occur. Certain portions of the site have grades exceeding 5% and shall be closely managed to prevent erosion. Temporary sediment traps or basins shall be considered in the final SWPPP implementation. Redundant protection is required along all wetlands. Contractor shall be required to appropriately manage individual erosion-prone areas, using BMP's suitable for the particular application. GENERAL CONSTRUCTION SEQUENCING 1.Install perimeter control. Install inlet protection on existing structures. 2.Perform any clearing, as needed. 3.Grade temporary ditching and install ditch checks and erosion control blanket. 4.Perform demolition and debris removal. 5.Place topsoil perimeter berms and stabilize with seed and mulch. 6.Grade stormwater basins. Perform mass grading. As sheet drainage patterns develop, place silt fence or filter dikes as necessary to dissipate sediment transfer. 7.Construct utilities and pavements. 8.Construct buildings and structures. 9.Install phone, cable, gas and electric utilities. 10.Stabilize basins and swales with final stabilization. Stabilize landscape areas with final permanent vegetation, landscaping or turf. Stabilize future development areas with temp seed and mulch until final site development stage. GUIDANCE FOR TIMING OF BMP INSTALLATION Prior to Start of Construction 1.Install all new perimeter control BMPs as specified on plans prior to start of construction. Ensure that all existing perimeter control BMPs are functional. 2.Install or establish stabilized construction entrance. 3.Install protection devices on existing ponds, outlets, storm sewer inlets, etc. prior to start of construction. 4.Install sediment control practices on down gradient site perimeters. During Construction 1.Identify topsoil stockpile locations and stabilize with temporary seed and mulch. 2.Areas in which construction becomes inactive must have stabilization commence immediately and be completed no later than 7 days after construction activity in that area has either temporarily or permanently ceased. 3.Provide temporary or permanent energy dissipation at all pipe outlets within 24 hours of connection to a Surface Water. 4.Minimize active construction areas. Where possible, establish final grade and stabilize with permanent vegetation, particularly around stormwater basins, filter strips, berms, etc. 5.During grading construction, utilize street “hold down” areas for sediment trapping. Direct overland construction runoff towards stormwater basins to the fullest extent practicable. 6.After construction is completed and grades are certified in a particular area of the site, review that the area is ready for permanent vegetation or other permanent cover. 7.Identify locations where topsoil stockpiles will be placed for builders. Stabilize with temporary seed and mulch and install perimeter control around stockpile circumference. Stockpiles shall be located outside of natural buffers or surface waters, included stormwater conveyances, unless there is a bypass in place. During Inactivity or After Construction 1.Areas in which construction becomes inactive must have stabilization commence immediately and be completed no later than 7 days after construction activity in that area has either temporarily or permanently ceased. 2.Final stabilization cover types are shown on Sheets C3.0 - C3.4 of the plan set. Final cover consists of vegetation, paved or gravel surfaces, sod, landscaping and buildings. 3.At the point where vegetated cover has achieved 70% of expected full growth density and is must be uniform, vegetated areas can be considered fully stabilized. Removal of synthetic sediment control BMPs can be initiated. 4.Basins that have received sediment deposits shall be re excavated to plan grade, removing accumulated sediment. Verify final grade and basin capacities. 5.Inlet protection devices can be removed from structures as the attributing drainage area becomes fully stabilized. 6.Maintain street and drive sweeping activities until construction activities are fully completed. EROSION CONTROL BMPs The construction plans anticipate the use of, but are not limited to, the following Erosion Control BMPs: 1.Stabilized Construction Entrance 2.Temporary straw mulch as needed. 3.Seed and mulch 4.Erosion Control Blanket 5.Turf Reinforcement Mat (TRM) 6.Rip rap 7.Minimize active or disturbed work areas SEDIMENT CONTROL BMPs The construction plans anticipate the use of, but are not limited to, the following Sediment Control BMPs 1.Sediment traps constructed in street subcut or other strategic locations. 2.Rock filter dikes in street subcut. 3.Utilize permanent stormwater basins as Temporary Sediment Basins. 4.Silt fence at project perimeter or toe of slopes. 5.Inlet protection on existing catch basins. 6.Inlet protection on existing culverts. 7.Inlet protection after utility construction. 8.Rock checks or bio roll checks. 9.Linear control along back of new curb and gutter or concrete (bio-roll or silt fence). 10.Post construction silt fence along normal wetted perimeters of basins, filter strips, and ditches. 11. Routine street sweeping adjacent to construction entrance. Refer to plans for designated locations of BMPs, details and implementation notes. All BMP's selected and implemented shall be appropriate for the time of year, the current site conditions and for the estimated duration of use. Enhancing sedimentation with the use chemicals and chemical treatment systems is NOT anticipated for this project. BASIN AND TRAP DEWATERING BMPs Should the need arise for basin or trap dewatering, Contractor shall utilize a floating skimmer pump intake, such that the water is drawn from the surface of the basin. Pumped effluent shall be discharged, to the extent feasible, over well-vegetated upland areas. Effluent shall not be discharged into Surface Waters in a visually turbid state. Turbid effluent shall be filtered with mechanical devices, chemical filtering, or a combination thereof, until it is no longer visually turbid. POLLUTION CONTROL BMPs BMP's and good housekeeping should be implemented to prevent spills, pollutants or chemicals from entering the drainage system. 1.Fueling: A fixed fueling station is not anticipated. Contractor will be required to implement BMPs for onsite re-fueling of equipment. 2.Concrete Washout: Refer to MPCA's recommendation for concrete washouts. The developer has the ability to adjust location or to provide alternative washout containment. 3.There is not an anticipated need for storing chemicals, paints, solvents or other potentially toxic or hazardous materials on site. If at some point there is a need to store them on site, they must be stored in a receptacle or container capable of retaining spills. The container must be fenced and locked from unauthorized access. 4.Portable toilets shall be positioned and secured to prevent tipping over. SEED & MULCH SPECIFICATIONS Seed placed for permanent cover or final stabilization requires 6” minimum topsoil cover. Exception: Infiltration basins - see basin details for soil type). Multiple site visits will be required to accommodate permanent or temporary stabilization as required during the phases of construction. Refer to MnDOT Seeding Manual, Latest Edition for more details. 1) General Mix A.Seed: MNDOT Mesic Inslope (MI) at a rate of 65 lb/acre B.Fertilizer: Type 1 20-10-20 NPK at a rate of 200 lb/acre C.Mulch: MNDOT Type 1 at a rate of 2 tons/acre 2) Stormwater Basins A.Seed: MNDOT Wet Ditch (WD) at a rate of 35 lb/acre B.Fertilizer: Type 3 slow release 22-5-10 NPK at a rate of 200 lb/acre C.Mulch: MNDOT Type 3 at a rate of 2 tons/acre 3) Temporary Cover Crop A.Seed: MNDOT Winter Wheat (WW) at a rate of 100 lb/acre B.Fertilizer: Type 1 20-10-20 NPK at a rate of 200 lb/acre C.Mulch: MNDOT Type 1 at a rate of 2 tons/acre 4) Hydro-Seeding (Stockpiles) A.Seed: MNDOT Two-year Cover Crop (TCC) & Hydraulic Mulch at a rate of 10 lb/1000 gal B.Fertilizer: Type 3 slow release 10-10-10 NPK at a rate of 50 lb/1000 gal C.Mulch: Type Hydraulic Mulch at a rate of 350 lb/1000 gal D.Water: 875 gal/1000 gal E.Apply at 6000 gal of Slurry per acre INSPECTION AND MAINTENANCE OF BMPs Routine Inspection 1.Rock Entrances - Inspect weekly. If rock becomes filled with sediment and tracked material to the extent the purpose ceases to function, remove the contaminated rock and replace with new rock. 2.Stabile Concrete Entrance - Inspect weekly. Remove dirt and debris and sweep regularly to control dust. 3.Silt fence - Inspect weekly, particularly for damaged sections, breaches, down-gradient areas, flow concentration points, scour areas and sections adjacent to sensitive areas. Where capacity is filled to more than 50% of depth, sediment shall be removed to restore capture capacity. 4.Sediment traps and basins - Inspect weekly. Where capacity is filled to more than 50% of depth, sediment shall be removed to restore capture capacity within 72 hours of discovery. 5.Inlet Protection - Inspect weekly or more frequently as needed after multiple rainfalls less than 0.5”. Verify intake capacity is not compromised. Where capacity is filled to more than 50% of depth, sediment shall be removed to restore capture capacity. 6.Slope - inspect steep slopes for rills and gullies, often forming after placement of topsoil, seed and erosion control blanket. As a guide, repair and re stabilize eroded areas where rills exceed 6” in depth. 7.Inspect other site-specific BMP's on a weekly basis minimum. Rain Event Inspection - Mandatory, within 24 hours after a rain event 0.5” or greater. Complete all items associated with Routine Inspection. Furthermore, inspect site for breaches, failures, scours and gullying. Take corrective actions as necessary to restore functionality to the BMP's. If a given situation is discovered to be prone to repetitive failure, advise the Engineer and Contractor for SWPPP and BMP amendments. ADDITIONAL SWPPP NOTES 1.All Erosion and Sediment Control facilities shall be maintained by the Contractor during the construction operations. Any temporary facilities which are to be removed as called for on these plans and specifications shall be removed by the Contractor at the time directed by the engineer. The Contractor shall then restore the subsequently disturbed areas in accordance with these plans and specifications. 2.Wherever practical and feasible, the Contractor shall protect and preserve existing natural trees, grass and other vegetative cover in effort to provide natural buffering and filtering of runoff. 3.Contractor shall be adaptable in adjusting construction schedules in anticipation of weather forecasts of precipitation, in order to minimize risk of erosion and sediment transport. 4.It is the responsibility of the Contractor to keep public streets, travel ways, parking lots and trails utilized for ingress to and egress from the construction site free of dirt, sediment and debris, resulting from construction activity. Cost for this shall be considered incidental to the contract. 5.Adequate control of dust shall be maintained by the Contractor. Cost for dust control shall be considered incidental to the contract. 6.Perimeter controls shall not be removed until final stabilization of areas draining toward the control devices. 7.When temperatures do not exceed 40° F, areas that require seed and mulch stabilization shall be dormant seeded. Application rate shall be two times the normal rate. No dormant seeding shall be done on ice or snow greater than 2” in depth. 8.Any areas that were seeded that do not achieve 70% coverage and/or uniform coverage shall be reseeded at the Contractor's expense, where coverage limitation is caused by lack of seed germination and growth. 9.The normal wetted perimeter of the last 200 linear feet of ditches must be stabilized within 24 hours after connecting to surface water or property edge. 10.Temporary sediment basins are required for the site if 10 or more acres drain to a common location. 11.Solid waste must be stored, collected, and disposed or properly. 12.Topsoil shall be stockpiled for later respread & stabilized as per Note #7 under "During Construction". 13.Where vegetation will be established and where compaction is not required for structures or infrastructure, compaction of soil shall be minimized. STORMWATER BASIN MAINTENANCE All stormwater basins within the project will be owned and maintained by the City. Suggested practices are as follows: 1.For the first three years after construction, basins should be inspected for obvious signs of erosion, such as gullies, rills or sediment plumes. Identify the cause and take corrective measures such that grades are restored and surfaces re-established with appropriate vegetation. 2.During the first year after final stabilization, mow the slopes of stormwater basins, approximately 30-day intervals, 6”-8” high. Over-seed any areas not fully established. 3.Inspect for sediment accumulation at the pipe outlets into the pond at the completion of sod installation of last lot in plat. Remove sediment. Re-inspect every 3-5 years. 4.Inspect inlets and outlets for blockage or debris buildup annually. Remove debris as necessary to allow for inlets and outlets to function as designed. 5.Verify basin design capacity after 15 to 20 years of service. TURF AND VEGETATION MAINTENANCE Year 1 a.Establishment (spring seeding) 1.Prepare site: Late April-May 2.Seed: April 15th - July 20th b.Maintenance 1.When vegetation reaches 10-14 inches tall, mow down to 6-8 inches. The site shall be mowed at least 3 times from the planting date until September 30th. Mowings will be approximately 30 days apart. 2.Weed Control - mowing should help control annual weeds. c.Establishment (fall seeding) 1.Prepare site: Late August - early September 2.Seed: September 20th - October 20th 3.The following spring is Year 1 in the maintenance plan. d.Evaluation 1.Cover crop growing within 2 weeks of planting (except dormant plantings). 2.Seedlings spaced 1-6 inches apart in drill rows. 3.Native grass seedlings may only be 4-6 inches tall. 4.If there is a flush of growth from foxtail, etc., mow as necessary. Year 2 a.Maintenance: 1.When vegetation reaches 10-14 inches tall, mow down to 6-8 inches. The site shall be mowed twice between June 1st and July 31st. Mowings will be approximately 30 days apart. 2.Weed control - Mowing should help control annual weeds. Spot spray thistles, etc. 1 time between August 1st and September 30th once vegetation has grown back after the second mowing. b.Evaluation 1.Cover crop will be gone unless winter wheat is used in fall planting. 2.Grasses forming clumps 1-6 inches apart in drill rows, but still short. 3.Some flowers should be blooming (Black eyed Susans, Wild Bergamot, etc.) 4.If there is a flush of growth from foxtail, etc., mow site to a height of 6-8 inches. Year 3 a.Maintenance: 1.Spot spray perennial and first-year biennial weeds. Spot mow annual and second-year biennial weeds. Spot treatments must occur once every 3 to 5 weeks from June 1st to September 30th. At least three treatment cycles must be completed during this date window. Treatments must occur before weeds set seed. b.Evaluation: 2.Planting should begin to resemble a prairie, with tall grasses, flowers, etc. GENERAL PERMIT NOTE VISIT THE MPCA WEB SITE FOR THE LATEST INFORMATION ON THE CONSTRUCTION STORMWATER PERMIT: https://www.pca.state.mn.us/business-with-us/construction-stormwater ER O S I O N & S E D I M E N T C O N T R O L P L A N SW P P P N O T E S SOIL HSG B/D SOIL HSG B/D SOIL HSG B/D SOIL HSG B/D SOIL HSG B/D SOIL HSG B SOIL HSG B Pa g e 1 2 1 o f 1 7 6 PROJECT NO. 24332 CAD FILE 12/23/2025 DATE REVISIONS DRAWN BY Da t e : Re g . N o . 2025-12-30 REV WETLAND BUFFER 29 9 9 W E S T C . R . 4 2 , S U I T E 1 0 0 BU R N S V I L L E , M N 5 5 3 0 6 PH O N E : 9 5 2 - 8 9 0 - 6 0 4 4 JB e n d e r @m n h i l l . c o m ww w . m n h i l l . c o m I h e r e b y c e r t i f y t h a t t h i s p l a n , sp e c i f i c a t i o n o r r e p o r t w a s p r e p a r e d by m e o r u n d e r m y d i r e c t s u p e r v i s i o n an d t h a t I a m a d u l y L i c e n s e d Pr o f e s s i o n a l E n g i n e e r u n d e r t h e l a w s of t h e S t a t e o f M i n n e s o t a . PRE L I M I N A R Y FA R M I N G T O N , M I N N E S O T A SA W Y E R G L E N N LE N N A R FO R 16 3 5 5 3 6 T H A V E S U I T E # 1 0 0 P L Y M O U N T H , M N 5 5 4 4 6 CTY 2026-03-02 REV PER CITY COMMENTS F: \ _ C i v i l 3 D P r o j e c t s \ 2 4 3 3 2 \ P R E - P L A T P L A N S \ 2 4 3 3 2 E R D . d w g - 3 / 0 2 / 2 0 2 6 0 8 : 2 1 A M 24332 ERD C3.6 ER O S I O N & S E D I M E N T C O N T R O L P L A N DE T A I L S 1.1 Permit Coverage. [Minn. R. 7090] 1.2 This permit is required for construction activity that results in land disturbance of equal to or greater than one (1) acre or if a project is part of a common plan of development or sale that ultimately will disturb greater than one (1) acre, and authorizes, subject to the terms and conditions of this permit, the discharge of stormwater associated with construction activity. [Minn. R. 7090] 1.3 Construction activity covered by this permit cannot commence until coverage under this permit is effective as described in item 3.3 through 3.4 or, if applicable, until the Minnesota Pollution Control Agency (MPCA) has issued an individual National Pollutant Discharge Elimination System (NPDES)/State Disposal System (SDS) construction stormwater permit for the project. [Minn. R. 7090] 1.4 This permit covers all areas of the State of Minnesota except land wholly within the boundaries of a federally recognized Indian Reservation owned by a tribe or a tribal member or land held in trust by the federal government for a tribe or tribal member.[Minn. R. 7090] 1.5 Coverage under this permit is not required when all stormwater from construction activity is routed directly to and treated by a "treatment works," as defined in Minn. Stat. Section 115.01, subd. 21, operated under an individual NPDES/SDS permit with a Total Suspended Solids (TSS) effluent limit. [Minn. R. 7090] 1.6 This permit covers ongoing projects covered under any previous construction stormwater permit that are not complete on the issuance date of this permit. Permittees must either remain in compliance with the previous permit and terminate coverage within 18 months of the issuance date of this permit or comply with this permit, including updating the Stormwater Pollution Prevention Plan (SWPPP), within the 18-month period. Permittees of previously permitted projects are not required to incorporate any additional requirements regarding the permanent stormwater treatment system included in this reissued permit. [Minn. R. 7090] 1.7 Coverage for projects that extend beyond the expiration date of this permit remains effective for a grace period of 18 months.If Permittees cannot complete projects during the grace period, the MPCA will extend coverage under the next permit and permittees must comply with the requirements of the new permit including updating the SWPPP. Permittees are not required to follow changes to the permanent stormwater treatment section of the next permit. [Minn. R. 7090] 2.1 Prohibitions and Limitations of Coverage. [Minn. R. 7090] 2.2 The owner must develop a complete and accurate SWPPP that complies with item 5.2 prior to submitting the application for coverage and starting construction activity. Failure to prepare a SWPPP prior to submitting the application may result in permit revocation. [Minn. R. 7090] 2.3 This permit prohibits discharges of any material other than stormwater treated in compliance with this permit and discharges from dewatering or basin draining activities in accordance with Section 10. Prohibited discharges include, but are not limited to, wastewater from washout of concrete, stucco, paint, form release oils, curing compounds and other construction materials, fuels, oils, or other pollutants used in vehicle and equipment operation and maintenance, soaps or solvents used in vehicle and equipment washing and maintenance, and other hazardous substances or wastes. [Minn. R. 7090] 2.4 This permit does not authorize stormwater discharges related to the placement of fill into waters of the state requiring local, state or federal authorizations (such as U.S. Army Corps of Engineers Section 404 permits, Minnesota Department of Natural Resources (DNR) Public Waters Work permits or local governmental unit (LGU) Wetland Conservation Act replacement plans or determinations). [Minn. R. 7090] 2.5 This permit does not authorize stormwater discharges associated with industrial activity except for construction activity. Permittees must obtain coverage for discharges associated with industrial activity under a separate NPDES/SDS permit once day-to-day operational activities commence even if construction is ongoing. [Minn. R. 7090] 2.6 This permit does not authorize discharges from non-point source agricultural and silvicultural activities excluded from NPDES permit requirements under 40 CFR pt. 122.3(e). [Minn. R. 7090] 2.7 This permit does not authorize stormwater discharges to Prohibited, Restricted, Special or Impaired waters unless permittees follow the additional stormwater requirements in Section 23. [Minn. R. 7090] 2.8 This permit does not replace or satisfy any environmental review requirements including those under the Minnesota Environmental Policy Act or the National Environmental Policy Act. The owner must verify completion of any environmental review required by law, including any required Environmental Assessment Work Sheets or Environmental Impact Statements, Federal environmental review, or other required review prior to applying for coverage under this permit. If any part of your common plan of development or sale requires environmental review, coverage under this permit cannot be obtained until such environmental review is complete. [Minn. R. 7090] 2.9 This permit does not replace or satisfy any review requirements for discharges adversely impacting State or Federally designated endangered or threatened species or a designated critical habitat. The owner must comply with the National Historic Preservation Act and conduct all required review and coordination related to historic preservation, including significant anthropological sites and any burial sites, with the Minnesota Historic Preservation Officer. [Minn. R. 7090] 2.10 This permit does not authorize discharges to wetlands unless the permittee complies with the requirements in Section 22. Coverage under this permit cannot be issued until the requirements for wetland permits, decisions, other determinations, or the mitigative sequence required in section 22 have been finalized and documented. [Minn. R. 7050.0186] 3.1 Application and Coverage Effective Date. [Minn. R. 7090] 3.2 The owner and operator must submit a complete and accurate on-line application with the appropriate fee to the MPCA for each project that disturbs one (1) or more acres of land or for a common plan of development or sale that will ultimately disturb one (1) or more acres. [Minn. R. 7090] 3.3 For projects or common plans of development or sale that disturb less than 50 acres or do not discharge stormwater within 1 mile (aerial radius measurement) of a special or impaired water, permittees do not need to submit the SWPPP with the application. Permit coverage for these projects is effective upon application and completing the payment process. [Minn. R.7090] 3.4 For certain projects or common plans of development or sale disturbing 50 acres or more, the complete SWPPP must be included with the application and submitted at least 30 days before the start of construction activity. This applies if there is a discharge point on the project within one mile (aerial radius measurement) of, and flows to, a special water listed in item 23.3 through 23.6 or an impaired water as described in item 23.7. Permit coverage for these projects is effective upon submitting the application and complete SWPPP, completing the payment process and receiving a determination from the MPCA that the review of the SWPPP is complete. The determination may take longer than 30 days if the SWPPP is incomplete. If the MPCA fails to contact the permittees within 30 days of application receipt, coverage is effective 30 days after completing the payment process. [Minn. R. 7090] 3.5 The application requires listing all persons meeting the definition of owner and operator as permittees. The owner is responsible for compliance with all terms and conditions of this permit. The operator is responsible for compliance with Sections 3, 4, 6-22, 24 and applicable requirements for construction activity in Section 23. [Minn. R. 7090] 3.6 Permittees will receive coverage notification in a manner determined by the MPCA. [Minn. R. 7090] 3.7 For construction projects where the owner or operator changes (e.g., an original developer sells portions of the property to various homebuilders or sells the entire site to a new owner), the current owner and the new owner or operator must submit a complete permit modification form provided by the MPCA. The current owner and the new owner or operator must submit the form prior to the new owner or operator commencing construction activity or no later than 30 days after taking ownership of the property. [Minn. R. 7090] 3.8 For construction projects where the owner or operator changes, the current owner must provide a SWPPP to the new owner and operator that specifically addresses the remaining construction activity. The new owner or operator can implement the original SWPPP, modify the SWPPP, or develop a new SWPPP. Permittees must ensure their activities do not render another party's erosion prevention and sediment control BMPs ineffective. [Minn. R. 7090] 4.1 Termination of Coverage. [Minn. R. 7090] 4.2 Permittees must submit a NOT within 30 days after all termination conditions listed in Section 13 are complete.[Minn. R. 7090] 4.3 Permittees must submit a NOT within 30 days after selling or otherwise legally transferring the entire site, including permit responsibility for roads (e.g., street sweeping) and stormwater infrastructure final clean out, or transferring portions of a site to another party. The permittees' coverage under this permit terminates at midnight on the submission date of the NOT.[Minn. R. 7090] 4.4 Permittees may terminate permit coverage prior to completion of all construction activity if they meet all of the following conditions: a.construction activity has ceased for at least 90 days; and b.at least 90 percent (by area) of all originally proposed construction activity has been completed and permanent cover has been established on those areas; and c.on areas where construction activity is not complete, permanent cover has been established; and d.the site complies with item 13.3 through 13.7. After permit coverage is terminated under this item, any subsequent development on the remaining portions of the site will require permit coverage if the subsequent development itself or as part of the remaining common plan of development or sale will result in land disturbing activities of one (1) or more acres in size. [Minn. R. 7090] 4.5 Permittees may terminate coverage upon MPCA approval after submitting information documenting the owner cancelled the project. [Minn. R. 7090] 5.1 Stormwater Pollution Prevention Plan (SWPPP) Content. [Minn. R. 7090] 5.2 The owner must develop and implement a SWPPP. The SWPPP must include items 5.3 through 5.26. [Minn. R. 7090] 5.3 The SWPPP must incorporate specific Best Management Practices (BMP) used to comply with the requirements of this permit. [Minn. R. 7090] 5.4 The SWPPP must include a narrative describing the timing for installation of all erosion prevention and sediment control BMPs and a description of the permanent stormwater treatment systems. [Minn. R. 7090] 5.5 The SWPPP must include the location and type of all temporary and permanent erosion prevention and sediment control BMPs along with procedures used to establish additional temporary BMPs as necessary for the site conditions during construction. Standard details and/or specifications for BMPs must be included in the final plans and specifications for the project. [Minn. R. 7090] 5.6 The SWPPP must include the calculations and other information used for the design of temporary sediment basins and any of the permanent stormwater treatment systems required in Section 15. [Minn. R. 7090] 5.7 The SWPPP must include estimated quantities anticipated at the start of the project for the life of the project for all erosion prevention and sediment control BMPs (e.g., linear feet of silt fence or square feet of erosion control blanket). [Minn. R. 7090] 5.8 The SWPPP must include the number of acres of impervious surface for both pre- and post-construction. [Minn. R. 7090] 5.9 The SWPPP must include a site map with existing and final grades, including drainage area boundaries, directions of flow and all discharge points where stormwater is leaving the site or entering a surface water. The site map must indicate the areas of steep slopes. The site map must also include impervious surfaces, soil types and locations of potential pollutant- generating activities as identified in Section 12. [Minn. R. 7090] 5.10 The SWPPP must include a map of all surface waters, existing wetlands, and stormwater ponds or basins that can be identified on maps such as United States Geological Survey 7.5-minute quadrangle maps, the National Wetland Inventory map or equivalent maps and are within one mile (aerial radius measurement) from the project boundaries that will receive stormwater from the construction site, during or after construction. The SWPPP must identify if the surface waters are special or impaired waters. [Minn. R. 7090] 5.11 The SWPPP must include a site map showing construction activity areas that are adjacent to and drain to Public Waters for which the DNR has promulgated "work in water restrictions" during specified fish spawning time frames. [Minn. R. 7090] 5.12 Permittees must identify locations of 50' buffer zones as required in item 9.17 and 100' permanent buffer zones as required in item 23.11, on plan sheets in the SWPPP. [Minn. R. 7090] 5.13 If permittees determine compliance with the following requirements is infeasible, they must document the determination in the SWPPP: a.temporary sediment basins as described in Section 14; and b.for linear projects, if the permanent stormwater treatment system cannot be constructed within the right-of-way, a reasonable attempt must be made to obtain additional right-of-way (item 15.9); and c.buffer zones as described in item 9.17 and item 23.11. [Minn. R. 7090] 5.14 If permittees determine that a temporary sediment basin is infeasible as described in item 14.10, the SWPPP must describe the alternative BMPs used. [Minn. R. 7090] 5.15 Where systems cannot meet the full volume reduction requirement on-site, (e.g., the site has infiltration prohibitions, see item 16.14 through item 16.21) the permittee must document the reasons in the SWPPP. [Minn. R. 7090] 5.16 The SWPPP must include any stormwater mitigation measures proposed to be part of the final project in any environmental review document, endangered species review, archeological or other required local, state or federal review conducted for the project. For purposes of this permit, mitigation measures mean actions necessary to avoid, minimize, or mitigate for impacts related to erosion prevention, sediment control, the permanent stormwater treatment system, pollution prevention management measures and discharges associated with the project's construction activity. [Minn. R. 7090] 5.17 The SWPPP must describe the methods used for permanent cover of all exposed soil areas. [Minn. R. 7090] 5.18 Permittees must identify the locations of areas where construction will be phased to minimize the duration of exposed soil areas in the SWPPP. [Minn. R. 7090] 5.19 For projects with a discharge point on the project within one (1) mile (aerial radius measurement) of and which flows to an impaired water, permittees must identify the impaired water(s), and any United States Environmental Protection Agency (USEPA)-approved Total Maximum Daily Load (TMDL) for the pollutant(s) or stressor(s) described in item 23.7. Permittees' identification must include those TMDLs approved at any time prior to permit application submittal and are still in effect. [Minn. R. 7090] 5.20 Permittees must document in the SWPPP, all trained individuals identified in item 21.2. Documentation must include: a.names of personnel required to be trained; and b.dates of training and name of instructor(s) and entity providing training; and c.content of training course. If permittees do not know the names of the individuals at the time of application, the permittees must ensure they document training before construction activity commences. [Minn. R. 7090] 5.21 The SWPPP must identify a person knowledgeable and experienced in the application of erosion prevention and sediment control BMPs who will coordinate with all contractors, subcontractors, and operators on-site to oversee the implementation of the SWPPP. [Minn. R. 7090] 5.22 The SWPPP must describe any specific chemicals and chemical treatment systems used for enhancing the sedimentation process and how it achieves compliance with item 9.19. [Minn. R. 7090] 5.23 The SWPPP must identify the person(s), organizations, or entities responsible for long-term operation and maintenance of permanent stormwater treatment systems. [Minn. R. 7090] 5.24 The SWPPP must describe methods to minimize soil compaction and preserve topsoil. Minimizing soil compaction is not required where the function of a specific area dictates compaction. [Minn. R. 7090] 5.25 The SWPPP must include any site assessments for groundwater or soil contamination required in item 16.15.[Minn. R. 7090] 5.26 The SWPPP must account for the following factors in designing temporary erosion prevention and sediment control BMPs: a.the expected amount, frequency, intensity, and duration of precipitation; and b.the nature of stormwater runoff and run-on at the site, including factors such as expected flow from impervious surfaces, slopes, and site drainage features; and c.the stormwater volume, velocity, and peak flowrates to minimize discharge of pollutants in stormwater and to minimize channel and streambank erosion and scour in the immediate vicinity of discharge points; and d.the range of soil particle sizes expected to be present. [Minn. R. 7090] 6.1 SWPPP Amendments. [Minn. R. 7090] 6.2 One of the individuals described in item 21.2.a or item 21.2.b or another qualified individual must complete all SWPPP changes. Changes involving the use of a less stringent BMP must include a justification describing how the replacement BMP is effective for the site characteristics. [Minn. R. 7090] 6.3 Permittees must amend the SWPPP within 7 days to include additional or modified BMPs whenever there is a change in design, construction, operation, maintenance, weather or seasonal conditions having a significant effect on the discharge of pollutants to surface waters or groundwater. [Minn. R. 7090] 6.4 Permittees must amend the SWPPP within 7 days to include additional or modified BMPs whenever inspections or investigations by the site owner or operator, USEPA or MPCA officials indicate the SWPPP is not effective in eliminating or significantly minimizing the discharge of pollutants to surface waters or groundwater or the discharges are causing water quality standard exceedances (e.g., nuisance conditions as defined in Minn. R. 7050.0210, subp. 2) or the SWPPP is not consistent with the objectives of a USEPA approved TMDL. [Minn. R. 7050.0210] 7.1 BMP Selection and Stormwater Management. [Minn. R. 7090] 7.2 Permittees must select, install, and maintain the BMPs identified in the SWPPP and in this permit in an appropriate and functional manner and in accordance with relevant manufacturer specifications and accepted engineering practices to minimize the discharge of pollutants in stormwater from construction activities. Examples of stormwater management practices for this section include but are not limited to wet sedimentation basins, temporary depressions to hold stormwater, stormwater routing, dikes, berms, pumping, and stormwater treatment BMPs. Permittees must phase and incorporate stormwater management principles as the construction progresses. Unless infeasible, temporary or permanent wet sedimentation basins (when required, see section 14 and 15) should be constructed as a first step in the process and stormwater routed to these. [Minn. R. 7090] 7.3 Permittees must not disturb more land (i.e., phasing) than can be effectively inspected and maintained in accordance with Section 11. [Minn. R. 7090] 7.4 If permittees will be using some type of erosion control netting on the site as part of the soil stabilization techniques, permittees are encouraged to use products that have been shown to minimize impacts on wildlife. The U.S. Fish & Wildlife Service recommends using types of netting practices that are considered "wildlife friendly," including those that use natural fiber or 100 percent biodegradable materials and that use a loose weave with a non-welded, movable jointed netting. Products that are not wildlife friendly include square plastic netting that are degradable (e.g., photodegradable, UV- degradable, oxo-degradable), netting made from polypropylene, nylon, polyethylene, or polyester. Other recommendations include removing the netting product when it is no longer needed. More information may be found at: https://www.fws.gov/initiative/protecting-wildlife/make-change-wildlife-friendly-erosion-control-products. There also may be State, Tribal, or local requirements about using wildlife friendly erosion control products. See Minnesota Department of Transportation requirements at: https://www.mndot.org/environment/erosion/rolled-erosion-prevention-products.html. [Minn. R. 7050] 8.1 Erosion Prevention Practices. [Minn. R. 7090] 8.2 Before work begins, permittees must delineate the location of areas not to be disturbed. [Minn. R. 7090] 8.3 Permittees must minimize the need for disturbance of portions of the project with steep slopes. When steep slopes must be disturbed, permittees must use techniques such as phasing and stabilization practices designed for steep slopes (e.g., slope draining and terracing). [Minn. R. 7090] 8.4 Permittees must stabilize all exposed soil areas, including stockpiles. Stabilization must be initiated immediately to limit soil erosion when construction activity has permanently or temporarily ceased on any portion of the site and will not resume for a period exceeding 14 calendar days (7 days for sites discharging to special or impaired waters, see section 24). Stabilization must be completed no later than 14 calendar days after the construction activity has ceased. Stabilization is not required on constructed base components of roads, parking lots and similar surfaces. Stabilization is not required on temporary stockpiles without significant silt, clay or organic components (e.g., clean aggregate stockpiles, demolition concrete stockpiles, sand stockpiles) but permittees must provide sediment controls at the base of the stockpile. [Minn. R. 7090] 8.5 For Public Waters that the Minnesota DNR has promulgated "work in water restrictions" during specified fish spawning time frames, permittees must complete stabilization of all exposed soil areas within 200 feet of the water's edge, and that drain to these waters, within 24 hours during the restriction period. [Minn. R. 7090] 8.6 Permittees must stabilize the normal wetted perimeter of the last 200 linear feet of temporary or permanent drainage ditches or swales that drain water from the site within 24 hours after connecting to a surface water or property edge. Permittees must complete stabilization of remaining portions of temporary or permanent ditches or swales within 14 calendar days (7 days for sites discharging to special or impaired waters, see section 24) after connecting to a surface water or property edge and construction in that portion of the ditch temporarily or permanently ceases. [Minn. R. 7090] 8.7 Temporary or permanent ditches or swales being used as a sediment containment system during construction (with properly designed rock-ditch checks, bio rolls, silt dikes, etc.) do not need to be stabilized. Permittees must stabilize these areas within 24 hours after their use as a sediment containment system ceases. [Minn. R. 7090] 8.8 Permittees must not use mulch, hydromulch, tackifier, polyacrylamide or similar erosion prevention practices within any portion of the normal wetted perimeter of a temporary or permanent drainage ditch or swale section with a continuous slope of greater than 2 percent. Examples of acceptable erosion prevention practices include blankets, poly, riprap, etc. [Minn. R. 7090] 8.9 Permittees must provide temporary or permanent energy dissipation at all pipe outlets within 24 hours after connection to a surface water or permanent stormwater treatment system. [Minn. R. 7090] 9.1 Sediment Control Practices. [Minn. R. 7090] 9.2 Permittees must establish sediment control BMPs on all downgradient perimeters of the site and downgradient areas of the site that drain to any surface water, including curb and gutter systems. Permittees must locate sediment control practices upgradient of any buffer zones. Permittees must install sediment control practices before any upgradient land-disturbing activities begin and must keep the sediment control practices in place until they establish permanent cover. [Minn. R. 7090] 9.3 If downgradient sediment controls are overloaded, based on frequent failure or excessive maintenance requirements, permittees must install additional upgradient sediment control practices or redundant BMPs to eliminate the overloading and amend the SWPPP to identify these additional practices as required in item 6.3. [Minn. R. 7090] 9.4 Temporary or permanent drainage ditches and sediment basins designed as part of a sediment containment system (e.g., ditches with rock-check dams) require sediment control practices only as appropriate for site conditions. [Minn. R. 7090] 9.5 A floating silt curtain placed in the water is not a sediment control BMP to satisfy item 9.2 except when working on a shoreline or below the waterline. Immediately after the construction activity (e.g., installation of rip rap along the shoreline) in that area is complete, permittees must install an upland perimeter control practice if exposed soils still drain to a surface water.[Minn. R. 7090] 9.6 Permittees must re-install all sediment control practices adjusted or removed to accommodate short-term activities such as clearing or grubbing, or passage of vehicles, immediately after the short-term activity is completed. Permittees must re- install sediment control practices before the next precipitation event even if the short-term activity is not complete. [Minn. R. 7090] 9.7 Permittees must protect all storm drain inlets using appropriate BMPs during construction until they establish permanent cover on all areas with potential for discharging to the inlet. [Minn. R. 7090] 9.8 Permittees may remove inlet protection for a particular inlet if a specific safety concern (e.g. street flooding/freezing) is identified by the permittees or the jurisdictional authority (e.g., city/county/township/Minnesota Department of Transportation engineer). Permittees must document the need for removal in the SWPPP. [Minn. R. 7090] 9.9 Permittees must provide silt fence or other effective sediment controls at the base of stockpiles on the downgradient perimeter prior to the initiation of stockpiling. Sediment controls must be managed in accordance with section 9.6. [Minn. R. 7090] 9.10 Permittees must locate stockpiles outside of natural buffers or surface waters, including stormwater conveyances such as curb and gutter systems unless there is a bypass in place for the stormwater. [Minn. R. 7090] 9.11 Permittees must install a vehicle tracking BMP to minimize the track out of sediment from the construction site or onto paved roads within the site. [Minn. R. 7090] 9.12 Permittees must use street sweeping in addition to vehicle tracking BMPs if vehicle tracking BMPs alone are not adequate to prevent sediment tracking onto the street. [Minn. R. 7090] 9.13 Permittees must install temporary sediment basins as required in Section 14. [Minn. R. 7090] 9.14 In any areas of the site where final vegetative stabilization will occur, permittees must restrict vehicle and equipment use to minimize soil compaction. [Minn. R. 7090] 9.15 Permittees must preserve topsoil on the site, unless infeasible. [Minn. R. 7090] 9.16 Permittees must direct discharges from BMPs to vegetated areas unless infeasible. [Minn. R. 7090] 9.17 Permittees must preserve a 50-foot natural buffer or, if a buffer is infeasible on the site, provide redundant (double) perimeter sediment controls when a surface water is located within 50 feet of the project's earth disturbances and stormwater flows to the surface water. Permittees must install perimeter sediment controls at least 5 feet apart unless limited by lack of available space. Natural buffers are not required adjacent to road ditches, judicial ditches, county ditches, stormwater conveyance channels, storm drain inlets, and sediment basins. If preserving the buffer is infeasible, permittees must document the reasons in the SWPPP. Sheet piling and other impermeable barriers installed in a manner that retains all stormwater are considered redundant perimeter control. [Minn. R. 7090] 9.18 Any sediment control made of soil must be temporarily or permanently stabilized within 24 hours. [Minn. R. 7090] 9.19 Permittees must use polymers, flocculants, or other sedimentation treatment chemicals in accordance with accepted engineering practices, dosing specifications and sediment removal design specifications provided by the manufacturer or supplier. The permittees must use conventional erosion and sediment controls prior to chemical addition and must direct treated stormwater to a sediment control system for filtration or settlement of the floc prior to discharge. [Minn. R. 7090] 10.1 Dewatering and Basin Draining. [Minn. R. 7090] 10.2 Permittees must not cause nuisance conditions (see Minn. R. 7050.0210, subp. 2) in surface waters from dewatering and basin draining (e.g., pumped discharges, trench/ditch cuts for drainage) discharges. Permittees must discharge turbid or sediment-laden waters related to dewatering or basin draining to a sediment control (e.g. sediment trap or basin, filter bag) designed to prevent discharges with visual turbidity. To the extent feasible, use well-vegetated (e.g., grassy or wooded), upland areas of the site to infiltrate dewatering water before discharge. Permittees are prohibited from using receiving waters as part of the treatment area. Permittees must visually check and photograph the discharge at the beginning and at least once every 24 hours of operation to ensure adequate treatment has been obtained and nuisance conditions will not result from the discharge. [Minn. R. 7050.0210] 10.3 If nuisance conditions result from the discharge, Permittees must cease dewatering immediately and corrective actions must occur before dewatering is resumed. Nuisance conditions includes, but is not limited to, a sediment plume in the discharge or the discharge appears cloudy, or opaque, or has a visible contrast, or has a visible oil film, or has aquatic habitat degradation that can be identified by an observer. [Minn. R. 7050.0210] 10.4 If permittees must discharge water containing oil or grease, they must use an oil-water separator or suitable filtration device (e.g., cartridge filters, absorbents pads) prior to discharge. [Minn. R. 7090] 10.5 Permittees must discharge all water from dewatering or basin-draining activities in a manner that does not cause erosion or scour in the immediate vicinity of discharge points or inundation of wetlands in the immediate vicinity of discharge points that causes significant adverse impact to the wetland. [Minn. R. 7090] 10.6 If permittees use filters with backwash water, they must haul the backwash water away for disposal, return the backwash water to the beginning of the treatment process, or incorporate the backwash water into the site in a manner that does not cause erosion. [Minn. R. 7090] 11.1 Inspections and Maintenance. [Minn. R. 7090] 11.2 Permittees must ensure a trained person, as identified in item 21.2.b, will inspect the entire construction site at least once every seven (7) days during active construction and within 24 hours after a rainfall event greater than 1/2 inch in 24 hours. [Minn. R. 7090] 11.3 Permittees must inspect and maintain all permanent stormwater treatment BMPs. [Minn. R. 7090] 11.4 Permittees must inspect all erosion prevention and sediment control BMPs and Pollution Prevention Management Measures to ensure integrity and effectiveness. Permittees must repair, replace or supplement all nonfunctional BMPs with functional BMPs by the end of the next business day after discovery unless another time frame is specified in item 11.5 or 11.6.Permittees may take additional time if field conditions prevent access to the area. [Minn. R. 7090] 11.5 During each inspection, permittees must inspect areas adjacent to the project, surface waters, including drainage ditches and conveyance systems but not curb and gutter systems, for evidence of erosion and sediment deposition. Permittees must remove all deltas and sediment deposited in areas adjacent to the project, surface waters, including drainage ways, catch basins, and other drainage systems and restabilize the areas where sediment removal results in exposed soil. Permittees must complete removal and stabilization within seven (7) calendar days of discovery unless precluded by legal, regulatory, or physical access constraints. Permittees must use all reasonable efforts to obtain access. If precluded, removal and stabilization must take place within seven (7) days of obtaining access. Permittees are responsible for contacting all local, regional, state and federal authorities and receiving any applicable permits, prior to conducting any work in surface waters.[Minn. R. 7090] 11.6 Permittees must inspect construction site vehicle exit locations, streets and curb and gutter systems within and adjacent to the project for sedimentation from erosion or tracked sediment from vehicles. Permittees must remove sediment from all paved surfaces within one (1) calendar day of discovery or, if applicable, within a shorter time to avoid a safety hazard to users of public streets. [Minn. R. 7090] 11.7 Permittees must repair, replace or supplement all perimeter control devices when they become nonfunctional or the sediment reaches 1/2 of the height of the device. [Minn. R. 7090] 11.8 Permittees must drain temporary and permanent sedimentation basins and remove the sediment when the depth of sediment collected in the basin reaches 1/2 the storage volume within 72 hours of discovery. [Minn. R. 7090] 11.9 Permittee's must inspect and photograph dewatering discharges at the beginning and at least once every 24 hours during operation. Dewatering discharges that only last for minutes, as opposed to hours, and do not reach a surface water, do not require photographs or documentation. [Minn. R. 7090] 11.10 Permittees must ensure that at least one individual present on the site (or available to the project site in three (3) calendar days) is trained in the job duties described in item 21.2.b. [Minn. R. 7090] 11.11 Permittees may adjust the inspection schedule described in item 11.2 as follows: a.inspections of areas with permanent cover can be reduced to once per month, even if construction activity continues on other portions of the site; or b.where sites have permanent cover on all exposed soil and no construction activity is occurring anywhere on the site, inspections can be reduced to once per month and, after 12 months, may be suspended completely until construction activity resumes. The MPCA may require inspections to resume if conditions warrant; or c.where construction activity has been suspended due to frozen ground conditions, inspections may be suspended. Inspections must resume within 24 hours of runoff occurring, or upon resuming construction, whichever comes first. d.for projects where a pollinator habitat or native prairie type vegetated cover is being established, inspections may be reduced to once per month if the site has temporary vegetation with a density of 70% temporary uniform cover. If after 24 months no significant erosion problems are observed, inspections may be suspended completely until the termination requirements in section 13 have been met. [Minn. R. 7090] 11.12 Permittees must record all inspections and maintenance activities within 24 hours of being conducted and these records must be retained with the SWPPP. These records must include: a.date and time of inspections; and b.name of persons conducting inspections; and c.accurate findings of inspections, including the specific location where corrective actions are needed; and d.corrective actions taken (including dates, times, and party completing maintenance activities); and e.date of all rainfall events greater than 1/2 inches in 24 hours, and the amount of rainfall for each event. Permittees must obtain rainfall amounts by either a properly maintained rain gauge installed on-site, a weather station that is within one (1) mile of your location, or a weather reporting system that provides site specific rainfall data from radar summaries; and f.if permittees observe a discharge during the inspection, they must record and should photograph and describe the location of the discharge (i.e., color, odor, settled or suspended solids, oil sheen, and other obvious indicators of pollutants); and g.any amendments to the SWPPP proposed as a result of the inspection must be documented as required in Section 6 within seven (7) calendar days; and h.all photographs of dewatering activities and documentation of nuisance conditions resulting from dewatering activities as described in section 10. [Minn. R. 7090] 12.1 Pollution Prevention Management Measures. [Minn. R. 7090] 12.2 Permittees must place construction materials and landscape materials under cover (e.g., plastic sheeting or temporary days)or protect them by similarly effective means designed to minimize contact with stormwater. Permittees are not required to cover or protect products which are either not a source of contamination to stormwater or are designed to be exposed to stormwater. [Minn. R. 7090] 12.3 Permittees must place pesticides, fertilizers and treatment chemicals under cover (e.g., plastic sheeting or temporary roofs) or protect them by similarly effective means designed to minimize contact with stormwater. [Minn. R. 7090] 12.4 Permittees must store hazardous materials and toxic waste, (including oil, diesel fuel, gasoline, hydraulic fluids, paint solvents, petroleum-based products, wood preservatives, additives, curing compounds, and acids) in sealed containers to prevent spills, leaks or other discharge. Storage and disposal of hazardous waste materials must be in compliance with Minn. R. ch. 7045 including secondary containment as applicable. [Minn. R. 7090] 12.5 Permittees must properly store, collect and dispose solid waste in compliance with Minn. R. ch. 7035. [Minn. R. 7035] 12.6 Permittees must position portable toilets so they are secure and will not tip or be knocked over. Permittees must properly dispose sanitary waste in accordance with Minn. R. ch. 7041. [Minn. R. 7041] 12.7 Permittees must take reasonable steps to prevent the discharge of spilled or leaked chemicals, including fuel, from any area where chemicals or fuel will be loaded or unloaded including the use of drip pans or absorbents unless infeasible. Permittees must ensure adequate supplies are available at all times to clean up discharged materials and that an appropriate disposal method is available for recovered spilled materials. Permittees must report and clean up spills immediately as required by Minn. Stat. 115.061, using dry clean up measures where possible. [Minn. Stat. 115.061] 12.8 Permittees must limit vehicle exterior washing and equipment to a defined area of the site. Permittees must contain runoff from the washing area in a sediment basin or other similarly effective controls and must dispose waste from the washing activity properly. Permittees must properly use and store soaps, detergents, or solvents. [Minn. R. 7090] 12.9 Permittees must provide effective containment for all liquid and solid wastes generated by washout operations (e.g., concrete, stucco, paint, form release oils, curing compounds and other construction materials) related to the construction activity. Permittees must prevent liquid and solid washout wastes from contacting the ground and must design the containment so it does not result in runoff from the washout operations or areas. Permittees must properly dispose liquid and solid wastes in compliance with MPCA rules. Permittees must install a sign indicating the location of the washout facility. [Minn. R. 7035, Minn. R. 7090] 13.1 Permit Termination Conditions. [Minn. R. 7090] 13.2 Permittees must complete all construction activity and must install permanent cover over all areas prior to submitting the NOT. Vegetative cover must consist of a uniform perennial vegetation with a density of 70 percent of its expected final growth Vegetation is not required where the function of a specific area dictates no vegetation, such as impervious surfaces or the base of a sand filter. [Minn. R. 7090] 13.3 Permittees must clean the permanent stormwater treatment system of any accumulated sediment and must ensure the system meets all applicable requirements in Section 15 through 19 and is operating as designed. [Minn. R. 7090] 13.4 Permittees must remove all sediment from conveyance systems prior to submitting the NOT. [Minn. R. 7090] 13.5 Permittees must remove all temporary synthetic erosion prevention and sediment control BMPs prior to submitting the NOT.Permittees may leave BMPs designed to decompose on-site in place. [Minn. R. 7090] 13.6 For residential construction only, permit coverage terminates on individual lots if the lot is sold to the homeowner, structures are finished, and permanent cover has been established. For lots that are sold to the homeowner where permanent cover has not been established, coverage terminates if temporary erosion prevention and downgradient perimeter control is properly installed and the permittee distributes the MPCA's "Homeowner Fact Sheet" to the homeowner. [Minn. R. 7090] 13.7 For construction projects on agricultural land (e.g., pipelines across cropland), permittees must return the disturbed land to its preconstruction agricultural use prior to submitting the NOT. [Minn. R. 7090] 13.8 When submitting the NOT, Permittees must include either ground or aerial photographs showing the requirements of 13.2 have been met. Permittees are not required to take photographs of every distinct part of the site, however the conditions portrayed must be substantially similar to those areas that are not photographed. Photographs must be clear and in focus and must include the date the photo was taken. [Minn. R. 7090] 14.1 Temporary Sediment Basins. [Minn. R. 7090] 14.2 Where ten (10) or more acres of disturbed soil (5 acres for sites discharging to special or impaired waters, see section 24) drain to a common location, permittees must provide a temporary sediment basin to provide treatment of the runoff before it leaves the construction site or enters surface waters. Permittees may convert a temporary sediment basin to a permanent basin after construction is complete. The temporary basin is no longer required when permanent cover has reduced the acreage of disturbed soil to less than ten (10) acres draining to a common location. [Minn. R. 7090] 14.3 The temporary basin must provide live storage for a calculated volume of runoff from a two (2)-year, 24-hour storm from each acre drained to the basin or 1,800 cubic feet of live storage per acre drained, whichever is greater. [Minn. R. 7090] 14.4 Where permittees have not calculated the two (2)-year, 24-hour storm runoff amount, the temporary basin must provide 3,600 cubic feet of live storage per acre of the basins' drainage area. [Minn. R. 7090] 14.5 Permittees must design basin outlets to prevent short-circuiting and the discharge of floating debris. [Minn. R. 7090] 14.6 Permittees must design the outlet structure to withdraw water from the surface to minimize the discharge of pollutants. Permittees may temporarily suspend the use of a surface withdrawal mechanism during frozen conditions. The basin must include a stabilized emergency overflow to prevent failure of pond integrity. [Minn. R. 7090] 14.7 Permittees must provide energy dissipation for the basin outlet within 24 hours after connection to a surface water. [Minn. R. 7090] 14.8 Permittees must locate temporary basins outside of surface waters and any buffer zone required in item 23.11.[Minn. R. 7090] 14.9 Permittees must construct the temporary basins prior to disturbing 10 or more acres of soil draining to a common location. [Minn. R. 7090] 14.10 Where a temporary sediment basin meeting the requirements of item 14.3 through 14.9 is infeasible, permittees must install effective sediment controls such as smaller sediment basins and/or sediment traps, silt fences, vegetative buffer strips or any appropriate combination of measures as dictated by individual site conditions. In determining whether installing a sediment basin is infeasible, permittees must consider public safety and may consider factors such as site soils, slope, and available area on-site. Permittees must document this determination of infeasibility in the SWPPP.[Minn. R. 7090] 15.1 Permanent Stormwater Treatment System. [Minn. R. 7090] 15.2 Permittees must design and implement the project so all stormwater discharged from the project during and after construction activities does not cause a violation of state water quality standards, including nuisance conditions, erosion in receiving channels or on downslope properties, or a significant adverse impact to wetlands caused by inundation or decrease of flow. [Minn. R. 7090] NPDES REQUIREMENTS 15.3 Permittees must design and construct a permanent stormwater treatment system to treat the water quality volume if the project's ultimate development replaces vegetation and/or other pervious surfaces creating a net increase of one (1) or more acres of cumulative impervious surface. [Minn. R. 7090] 15.4 Permittees must calculate the water quality volume as one (1) inch times the net increase of impervious surfaces created by the project. [Minn. R. 7090] 15.5 Permittees must first consider volume reduction practices on-site (e.g., infiltration or other) when designing the permanent stormwater treatment system. If this permit prohibits infiltration as described in item 16.14 through item 16.21, permittees may consider a wet sedimentation basin, filtration basin or regional pond. This permit does not consider wet sedimentation basins and filtration systems to be volume reduction practices. [Minn. R. 7090] 15.6 For projects where the full volume reduction requirement cannot be met on-site, (e.g., the site has infiltration prohibitions), permittees must document the reasons in the SWPPP. [Minn. R. 7090] 15.7 Permittees must discharge the water quality volume to a permanent stormwater treatment system prior to discharge to a surface water. For purposes of this item, surface waters do not include man-made drainage systems that convey stormwater to a permanent stormwater treatment system. [Minn. R. 7090] 15.8 Where the proximity to bedrock precludes the installation of any of the permanent stormwater treatment practices required by Sections 15 through 19, permittees must install other treatment such as grassed swales, smaller ponds, or grit chambers, prior to the discharge of stormwater to surface waters. [Minn. R. 7090] 15.9 For linear projects where permittees cannot treat the entire water quality volume within the existing right-of-way, permittees must make a reasonable attempt to obtain additional right-of-way, easement or other permission for stormwater treatment during the project planning process. Documentation of these attempts must be in the SWPPP. Permittees must still consider volume reduction practices first as described in item 15.5. If permittees cannot obtain additional right-of-way, easement or other permission, they must maximize the treatment of the water quality volume prior to discharge to surface waters. [Minn. R. 7090] 16.1 Infiltration Systems. [Minn. R. 7090] 16.2 Infiltration options include, but are not limited to: infiltration basins, infiltration trenches, rainwater gardens, bioretention areas without underdrains, swales with impermeable check dams, and natural depressions. If permittees utilize an infiltration system to meet the requirements of this permit, they must incorporate the design parameters in item 16.3 through item 16.21. Permittees must follow the infiltration prohibition in item 16.14 anytime an infiltration system is designed, including those not required by this permit. [Minn. R. 7090] 16.3 Permittees must design infiltration systems such that pre-existing hydrologic conditions of wetlands in the vicinity are not impacted (e.g., inundation or breaching a perched water table supporting a wetland). [Minn. R. 7090] 16.4 Permittees must not excavate infiltration systems to final grade, or within three (3) feet of final grade, until the contributing drainage area has been constructed and fully stabilized unless they provide rigorous erosion prevention and sediment controls (e.g., diversion berms) to keep sediment and runoff completely away from the infiltration area. [Minn. R. 7090] 16.5 When excavating an infiltration system to within three (3) feet of final grade, permittees must stake off and mark the area so heavy construction vehicles or equipment do not compact the soil in the infiltration area. [Minn. R. 7090] 16.6 Permittees must use a pretreatment device such as a vegetated filter strip, forebay, or water quality inlet (e.g., grit chamber) to remove solids, floating materials, and oil and grease from the runoff, to the maximum extent practicable, before the system routes stormwater to the infiltration system. [Minn. R. 7090] 16.7 Permittees must design infiltration systems to provide a water quality volume (calculated as an instantaneous volume) of one (1) inch of runoff, or one (1) inch minus the volume of stormwater treated by another system on the site, from the net increase of impervious surfaces created by the project. [Minn. R. 7090] 16.8 Permittees must design the infiltration system to discharge all stormwater (including stormwater in excess of the water quality volume) routed to the system through the uppermost soil surface or engineered media surface within 48 hours. Permittees must route additional flows that cannot infiltrate within 48 hours to bypass the system through a stabilized discharge point. [Minn. R. 7090] 16.9 Permittees must provide a means to visually verify the infiltration system is discharging through the soil surface or filter media surface within 48 hours or less. [Minn. R. 7090] 16.10 Permittees must provide at least one soil boring, test pit or infiltrometer test in the location of the infiltration practice for determining infiltration rates. [Minn. R. 7090] 16.11 For design purposes, permittees must divide field measured infiltration rates by 2 as a safety factor or permittees can use soil-boring results with the infiltration rate chart in the Minnesota Stormwater Manual to determine design infiltration rates.When soil borings indicate type A soils, permittees should perform field measurements to verify the rate is not above 8.3 inches per hour. This permit prohibits infiltration if the field measured infiltration rate is above 8.3 inches per hour. [Minn. R. 7090] 16.12 Permittees must employ appropriate on-site testing to ensure a minimum of three (3) feet of separation from the seasonally saturated soils (or from bedrock) and the bottom of the proposed infiltration system. [Minn. R. 7090] 16.13 Permittees must design a maintenance access, typically eight (8) feet wide, for the infiltration system. [Minn. R. 7090] 16.14 This permit prohibits permittees from constructing infiltration systems that receive runoff from vehicle fueling and maintenance areas including construction of infiltration systems not required by this permit. [Minn. R. 7090] 16.15 This permit prohibits permittees from constructing infiltration systems where infiltrating stormwater may mobilize high levels of contaminants in soil or groundwater. Permittees must either complete the MPCA's contamination screening checklist or conduct their own assessment to determine the suitability for infiltration. Permittees must retain the checklist or assessment with the SWPPP. For more information and to access the MPCA's "contamination screening checklist" see the Minnesota Stormwater Manual. [Minn. R. 7090] 16.16 This permit prohibits permittees from constructing infiltration systems in areas where soil infiltration rates are field measured at more than 8.3 inches per hour unless they amend soils to slow the infiltration rate below 8.3 inches per hour. [Minn. R. 7090] 16.17 This permit prohibits permittees from constructing infiltration systems in areas with less than three (3) feet of separation distance from the bottom of the infiltration system to the elevation of the seasonally saturated soils or the top of bedrock. [Minn. R. 7090] 16.18 This permit prohibits permittees from constructing infiltration systems in areas of predominately Hydrologic Soil Group type D soils (clay). [Minn. R. 7090] 16.19 This permit prohibits permittees from constructing infiltration systems within a Drinking Water Supply Management Area (DWSMA) as defined in Minn. R. 4720.5100, subp. 13, if the system will be located: a.in an Emergency Response Area (ERA) within a DWSMA classified as having high or very high vulnerability as defined by the Minnesota Department of Health; or b.in an ERA within a DWSMA classified as moderate vulnerability unless a regulated MS4 Permittee performed or approved a higher level of engineering review sufficient to provide a functioning treatment system and to prevent adverse impacts to groundwater; or c.outside of an ERA within a DWSMA classified as having high or very high vulnerability, unless a regulated MS4 Permittee performed or approved a higher level of engineering review sufficient to provide a functioning treatment system and to prevent adverse impacts to groundwater. See "higher level of engineering review" in the Minnesota Stormwater Manual for more information. [Minn. R. 7090] 16.20 This permit prohibits permittees from constructing infiltration systems in areas within 1,000 feet upgradient or 100 feet downgradient of active karst features. [Minn. R. 7090] 16.21 This permit prohibits permittees from constructing infiltration systems in areas that receive runoff from the following industrial facilities not authorized to infiltrate stormwater under the NPDES stormwater permit for industrial activities: wood preserving facilities; automobile salvage yards; scrap recycling and waste recycling facilities; hazardous waste treatment, storage, or disposal facilities; or air transportation facilities that conduct deicing activities. [Minn. R. 7090] 17.1 Filtration Systems. [Minn. R. 7090] 17.2 Filtration options include but are not limited to: sand filters with underdrains, biofiltration areas, swales using underdrains with impermeable check dams and underground sand filters. If permittees utilize a filtration system to meet the permanent stormwater treatment requirements of this permit, they must comply with items 17.3 through 17.11. [Minn. R. 7090] 17.3 Permittees must not install filter media until they construct and fully stabilize the contributing drainage area unless they provide rigorous erosion prevention and sediment controls (e.g., diversion berms) to keep sediment and runoff completely away from the filtration area. [Minn. R. 7090] 17.4 Permittees must design filtration systems to remove at least 80 percent of TSS. [Minn. R. 7090] 17.5 Permittees must use a pretreatment device such as a vegetated filter strip, small sedimentation basin, water quality inlet, forebay or hydrodynamic separator to remove settleable solids, floating materials, and oils and grease from the runoff, to the maximum extent practicable, before runoff enters the filtration system. [Minn. R. 7090] 17.6 Permittees must design filtration systems to treat a water quality volume (calculated as an instantaneous volume) of one (1) inch of runoff, or one (1) inch minus the volume of stormwater treated by another system on the site, from the net increase of impervious surfaces created by the project. [Minn. R. 7090] 17.7 Permittees must design the filtration system to discharge all stormwater (including stormwater in excess of the water quality volume) routed to the system through the uppermost soil surface or engineered media surface within 48 hours. Additional flows that the system cannot filter within 48 hours must bypass the system or discharge through an emergency overflow. [Minn. R. 7090] 17.8 Permittees must design the filtration system to provide a means to visually verify the system is discharging through the soil surface or filter media within 48 hours. [Minn. R. 7090] 17.9 Permittees must employ appropriate on-site testing to ensure a minimum of three (3) feet of separation between the seasonally saturated soils (or from bedrock) and the bottom of the proposed filtration system. [Minn. R. 7090] 17.10 Permittees must ensure that filtration systems with less than three (3) feet of separation between seasonally saturated soils or from bedrock are constructed with an impermeable liner. [Minn. R. 7090] 17.11 The permittees must design a maintenance access, typically eight (8) feet wide, for the filtration system. [Minn. R. 7090] 18.1 Wet Sedimentation Basin. [Minn. R. 7090] 18.2 Permittees using a wet sedimentation basin to meet the permanent stormwater treatment requirements of this permit must incorporate the design parameters in item 18.3 through 18.10. [Minn. R. 7090] 18.3 Permittees must design the basin to have a permanent volume of 1,800 cubic feet of storage below the outlet pipe for each acre that drains to the basin. The basin's permanent volume must reach a minimum depth of at least three (3) feet and must have no depth greater than 10 feet. Permittees must configure the basin to minimize scour or resuspension of solids. [Minn. R. 7090] 18.4 Permittees must design the basin to provide live storage for a water quality volume (calculated as an instantaneous volume) of one (1) inch of runoff, or one (1) inch minus the volume of stormwater treated by another system on the site, from the net increase in impervious surfaces created by the project. [Minn. R. 7090] 18.5 Permittees must design basin outlets so the water quality volume discharges at no more than 5.66 cubic feet per second (cfs) per acre of surface area of the basin. [Minn. R. 7090] 18.6 Permittees must design basin outlets to prevent short-circuiting and the discharge of floating debris. Basin outlets must have energy dissipation. [Minn. R. 7090] 18.7 Permittees must design the basin to include a stabilized emergency overflow to accommodate storm events in excess of the basin's hydraulic design. [Minn. R. 7090] 18.8 Permittees must design a maintenance access, typically eight (8) feet wide, for the basin. [Minn. R. 7090] 18.9 Permittees must locate basins outside of surface waters and any buffer zone required in item 23.11. Permittees must design basins to avoid draining water from wetlands unless the impact to the wetland complies with the requirements of Section 22. [Minn. R. 7090] 18.10 Permittees must design basins using an impermeable liner if located within active karst terrain. [Minn. R. 7090] 19.1 Regional Wet Sedimentation Basins. [Minn. R. 7090] 19.2 When the entire water quality volume cannot be treated by volume reduction practices on-site, permittees can use or create regional wet sedimentation basins provided they are constructed basins, not a natural wetland or water body, (wetlands used as regional basins must be mitigated for, see Section 22). The owner must ensure the regional basin conforms to all requirements for a wet sedimentation basin as described in items 18.3 through 18.10 and must be large enough to account for the entire area that drains to the regional basin. Permittees must verify that the regional basin will discharge at no more than 5.66 cfs per acre of surface area of the basin and must provide a live storage volume of one-inch times all the impervious area draining to the basin. Permittees cannot significantly degrade waterways between the project and the regional basin. The owner must obtain written authorization from the applicable LGU or private entity that owns and maintains the regional basin. [Minn. R. 7090] 20.1 SWPPP Availability. [Minn. R. 7090] 20.2 Permittees must keep the SWPPP on-site, or electronically available on-site, during normal working hours with personnel who have operational control over the applicable portion of the site, including all changes to the SWPPP, inspections, and maintenance records. [Minn. R. 7090] 21.1 Training Requirements. [Minn. R. 7090] 21.2 Permittees must ensure all of the following individuals receive training and the content and extent of the training is commensurate with the individual's job duties and responsibilities with regard to activities covered under this permit: a.Individuals preparing the SWPPP for the project. b.Individuals overseeing implementation of, revising and/or amending the SWPPP and individuals performing inspections for the project. One of these individuals must be available for an on-site inspection within 72 hours upon request by the MPCA. c.Individuals performing or supervising the installation, maintenance and repair of BMPs. [Minn. R. 7090] 21.3 Permittees must ensure individuals identified in Section 21 receive training from local, state, federal agencies, professional organizations, or other entities with expertise in erosion prevention, sediment control, permanent stormwater treatment and the Minnesota NPDES/SDS Construction Stormwater permit. Permittees must ensure these individuals attend a refresher-training course every three (3) years. [Minn. R. 7090] 22.1 Requirements for Discharges to Wetlands. [Minn. R. 7050.0186] 22.2 If the project has any discharges with the potential for significant adverse impacts to a wetland, (e.g., conversion of a natural wetland to a stormwater pond) permittees must demonstrate that the wetland mitigative sequence has been followed in accordance with items 22.3 or 22.4. [Minn. R. 7050.0186] 22.3 If the potential adverse impacts to a wetland on a specific project site are addressed by permits or other approvals from an official statewide program (U.S. Army Corps of Engineers 404 program, Minnesota Department of Natural Resources, or the State of Minnesota Wetland Conservation Act) that are issued specifically for the project and project site, permittees may use the permit, decision or other determination issued by these agencies to show the potential adverse impacts are addressed. For purposes of this permit, deminimus actions are determinations by the permitting agency that address the project impacts, whereas a non-jurisdictional determination does not address project impacts. [Minn. R. 7090] 22.4 If there are impacts from the project not addressed in one of the permits, decisions or other determinations discussed in item 22.3 (e.g., permanent inundation or flooding of the wetland, significant degradation of water quality, excavation, filling, draining), permittees must minimize all adverse impacts to wetlands by utilizing appropriate measures. Permittees must use measures based on the nature of the wetland, its vegetative community types and the established hydrology. These measures include in order of preference: a.avoid all significant adverse impacts to wetlands from the project and post-project discharge; b.minimize any unavoidable impacts from the project and post-project discharge; c.provide compensatory mitigation when the permittees determine(s) that there is no reasonable and practicable alternative to having a significant adverse impact on a wetland. For compensatory mitigation, wetland restoration or creation must be of the same type, size and whenever reasonable and practicable in the same watershed as the impacted wetland. [Minn. R. 7050.0186] 23.1 Additional Requirements for Discharges to Special (Prohibited, Restricted, Other) and Impaired Waters. [Minn. R. 7090] 23.2 The BMPs identified for each special or impaired water are required for those areas of the project draining to a discharge point on the project that is within one mile (aerial radius measurement) of special or impaired water and flows to that special or impaired water. [Minn. R. 7090] 23.3 Discharges to the following special waters identified as Prohibited in Minn. R. 7050.0335 subp. 3 must incorporate the BMPs outlined in items 23.9, 23.10, 23.11, 23.13 and 23.14: a.Boundary Waters Canoe Area Wilderness; Voyageurs National Park; Kettle River from the site of the former dam at Sandstone to its confluence with the Saint Croix River; Rum River from Ogechie Lake spillway to the northernmost confluence with Lake Onamia. b.Those portions of Lake Superior North of latitude 47 degrees, 57 minutes, 13 seconds, East of Hat Point, South of the Minnesota-Ontario boundary, and West of the Minnesota-Michigan boundary; c.Scientific and Natural Areas identified as in Minn. R. 7050.0335 Subp. 3: Boot Lake, Anoka County; Kettle River in sections 15, 22, 23, T 41 N, R 20, Pine County; Pennington Bog, Beltrami County; Purvis Lake-Ober Foundation, Saint Louis County; waters within the borders of Itasca Wilderness Sanctuary, Clearwater County; Iron Springs Bog, Clearwater County; Wolsfeld Woods, Hennepin County; Green Water Lake, Becker County; Blackdog Preserve, Dakota County; Prairie Bush Clover, Jackson County; Black Lake Bog, Pine County; Pembina Trail Preserve, Polk County; and Falls Creek, Washington County. [Minn. R. 7050.0335, subp. 3] 23.4 Discharges to the following special waters identified as Restricted in Minn. R. 7050.0335 subp.1 must incorporate the BMPs outlined in items 23.9, 23.10 and 23.11: a.Lake Superior, except those portions identified as prohibited in item 23.3.b; b.Mississippi River in those portions from Lake Itasca to the southerly boundary of Morrison County that are included in the Mississippi Headwaters Board comprehensive plan dated February 12, 1981; c.Scenic or Recreational River Segments: Saint Croix River, entire length; Cannon River from northern city limits of Faribault to its confluence with the Mississippi River; North Fork of the Crow River from Lake Koronis outlet to the Meeker-Wright county line; Kettle River from north Pine County line to the site of the former dam at Sandstone; Minnesota River from Lac que Parle dam to Redwood County State Aid Highway 11; Mississippi River from County State Aid Highway 7 bridge in Saint Cloud to northwestern city limits of Anoka; and Rum River from State Highway 27 bridge in Onamia to Madison and Rice streets in Anoka; d.Lake Trout Lakes identified in Minn. R. 7050.0335 including lake trout lakes inside the boundaries of the Boundary Waters Canoe Area Wilderness and Voyageurs National Park; e.Calcareous Fens listed in Minn. R. 7050.0335, subp. 1. [Minn. R. 7050.0335, subp. 1] 23.5 Discharges to the Trout Lakes (other special water) identified in Minn. R. 6264.0050, subp. 2 and Minn. R. 7050.0420 must incorporate the BMPs outlined in items 23.9, 23.10 and 23.11. [Minn. R. 6264.0050, subp. 2, Minn. R. 7050] 23.6 Discharges to the Trout Streams (other special water) listed in Minn. R. 6264.0050, subp. 4 and Minn. R. 7050.0420 must incorporate the BMPs outlined in items 23.9, 23.10, 23.11 and 23.12. [Minn. R. 6264.0050, subp. 4, Minn. R. 7050] 23.7 Discharges to impaired waters or a water with an USEPA approved TMDL for any of the impairments listed in this item must incorporate the BMPs outlined in items 23.9 and 23.10. Impaired waters are waters identified as impaired under section 303 (d) of the federal Clean Water Act for phosphorus (nutrient eutrophication biological indicators, nutrients), turbidity, TSS, dissolved oxygen or aquatic biota (fish bioassessment, aquatic plant bioassessment and aquatic macroinvertebrate bioassessment, benthic macroinvertebrate bioassessment). Terms used for the pollutants or stressors in this item are subject to change. [Minn. R. 7090] 23.8 Where the additional BMPs in this Section conflict with requirements elsewhere in this permit, items 23.9 through 23.14 take precedence. [Minn. R. 7090] 23.9 Permittees must immediately initiate stabilization of exposed soil areas, as described in item 8.5 & 8.8, and complete the stabilization within seven (7) calendar days after the construction activity in that portion of the site temporarily or permanently ceases. [Minn. R. 7090] 23.10 Permittees must provide a temporary sediment basin as described in Section 14 for common drainage locations that serve an area with five (5) or more acres disturbed at one time. [Minn. R. 7090] 23.11 Permittees must include an undisturbed buffer zone of not less than 100 linear feet from a special water (not including tributaries) and must maintain this buffer zone at all times, both during construction and as a permanent feature post construction, except where a water crossing or other encroachment is necessary to complete the project. Permittees must fully document the circumstance and reasons the buffer encroachment is necessary in the SWPPP and include restoration activities. This permit allows replacement of existing impervious surface within the buffer. Permittees must minimize all potential water quality, scenic and other environmental impacts of these exceptions by the use of additional or redundant (double)BMPs and must document this in the SWPPP for the project. [Minn. R. 7090] 23.12 Permittees must design the permanent stormwater treatment system so the discharge from the project minimizes any increase in the temperature of trout streams resulting from the one (1) and two (2) year 24-hour precipitation events. This includes all tributaries of designated trout streams located within the same Public Land Survey System (PLSS) Section. Permittees must incorporate one or more of the following measures, in order of preference: a.Provide stormwater infiltration or other volume reduction practices as described in item 15.4 and 15.5, to reduce runoff. Infiltration systems must discharge all stormwater routed to the system within 24 hours. b.Provide stormwater filtration as described in Section 17. Filtration systems must discharge all stormwater routed to the system within 24 hours. c.Minimize the discharge from connected impervious surfaces by discharging to vegetated areas, or grass swales, and through the use of other non-structural controls. d.If ponding is used, the design must include an appropriate combination of measures such as shading, vegetated swale discharges or constructed wetland treatment cells that limit temperature increases. The pond must be designed as a dry pond and should draw down in 24 hours or less. e.Other methods that minimize any increase in the temperature of the trout stream. [Minn. R. 7090] 23.13 Permittees must conduct routine site inspections once every three (3) days as described in item 11.2 for projects that discharge to prohibited waters. [Minn. R. 7090] 23.14 If discharges to prohibited waters cannot provide volume reduction equal to one (1) inch times the net increase of impervious surfaces as required in item 15.4 and 15.5, permittees must develop a permanent stormwater treatment system design that will result in no net increase of TSS or phosphorus to the prohibited water. Permittees must keep the plan in the SWPPP for the project. [Minn. R. 7090] 24.1 General Provisions. [Minn. R. 7090] 24.2 If the MPCA determines that an individual permit would more appropriately regulate the construction activity, the MPCA may require an individual permit to continue the construction activity. Coverage under this general permit will remain in effect until the MPCA issues an individual permit. [Minn. R. 7001.0210, subp. 6] 24.3 If the permittee cannot meet the terms and conditions of this general permit, an owner may request an individual permit, in accordance with Minn. R. 7001.0210 subp. 6. [Minn. R. 7001.0210, subp. 6] 24.4 Any interested person may petition the MPCA to require an individual NPDES/SDS permit in accordance with 40 CFR 122.28(b)(3). [40 CFR 122.28(b)(3)] 24.5 In addition to the requirement found in section 20, permittees must make the SWPPP, including all inspection reports, maintenance records, training records and other information required by this permit, available to federal, state, and local officials within three (3) days upon request for the duration of the permit and for three (3) years following the NOT. [Minn. R. 7090] 24.6 Permittees may not assign or transfer this permit except when the transfer occurs in accordance with the applicable requirements of item 3.7 and 3.8. [Minn. R. 7090] 24.7 Nothing in this permit must be construed to relieve the permittees from civil or criminal penalties for noncompliance with the terms and conditions provided herein. Nothing in this permit must be construed to preclude the initiation of any legal action or relieve the permittees from any responsibilities, liabilities, or penalties to which the permittees is/are or may be subject to under Section 311 of the Clean Water Act and Minn. Stat. Section 115 and 116, as amended. Permittees are not liable for permit requirements for activities occurring on those portions of a site where the permit has been transferred to another party as required in item 3.7 or the permittees have submitted the NOT as required in Section 4. [Minn. R. 7090] 24.8 The provisions of this permit are severable. If any provision of this permit or the application of any provision of this permit to any circumstances is held invalid, the application of such provision to other circumstances, and the remainder of this permit must not be affected thereby. [Minn. R. 7090] 24.9 The permittees must comply with the provisions of Minn. R. 7001.0150, subp. 3 and Minn. R. 7001.1090, subp. 1(A), 1(B), 1(C), 1(H), 1(I), 1(J), 1(K), and 1(L). [Minn. R. 7001] 24.10 The permittees must allow access as provided in 40 CFR 122.41(i) and Minn. Stat. Section 115.04. The permittees must allow representatives of the MPCA or any member, employee or agent thereof, when authorized by it, upon presentation of credentials, to enter upon any property, public or private, for the purpose of obtaining information or examination of records or conducting surveys or investigations. [40 CFR 122.41(i)] 24.11 For the purposes of Minn. R. 7090 and other documents that reference specific sections of this permit, "Stormwater Discharge Design Requirements" corresponds to Sections 5, 6 and 14 through 21; "Construction Activity Requirements" corresponds to Sections 7 through 13; and "Appendix A" corresponds to Sections 22 and 23. [Minn. R. 7090] Pa g e 1 2 2 o f 1 7 6 95 0 960 970 980 950 95 0 950 950 960 960 960 960 960 96 0 960 960 960 960 960 96 0 96 0 96 0 9 6 0 970 970 97 0 98 0 952 95 2 952 952 9 5 4 954 954 954 954 954 954 9 5 4 954 954 954 954 9 5 4 9 5 4 9 5 4 954 954 954 95 4 956 956 9 5 6 956 956 956 9 5 6 956 956 956 9 5 6 956 9 5 6 95 6 956 956 956 958 958958 958 958 958 958 95 8 958 9 5 8 958 9 5 8 95 8 95 8 962 96 2 9 6 2 964 964 964 966 966 966 9 6 6 968 968 9 6 8 9 7 2 972 972 972 9 7 2 9 7 2 972 97 2 9 7 4 974 974 974 97 6 9 7 6 97 8 944 946 948 950952 950 950 950 950 950 9 5 0 95 0 950 950 950 950 9 5 0 9 5 0 950 950 944 944 944 94 4 944 94 4 944 94 4 94 4 944 944 944 944 94 4 94 4 94 4 9 4 4 94 6 946 946 94 6 946 946 948 946 946 9 4 6 9 4 6 946 9 4 6 946 9 4 6 946 94 8 9 4 8 948 94 8 948 948 948 948 9 4 8 9 4 8 948 94 8 948 948 952 952 952 95 2 952 952 952 9 5 2 95 2 95 2 952 952 95 2 952 952 952 9 5 2 936 938 94 0 94 2 940 940 940940 940 940 94 0 940 94 0 940 940 940 942 94 0 9 4 0 940 940 940 940 940 940 940 940 940 940 9 4 0 936 936 936 936 936 9 3 6 936 936 936 93 6 936 9 3 6 936 93 6 9 3 6 93 6 936 9 3 6 936 936 93 6 936 936 938 938 93 8 938 938 938 938 938 938 9 3 8 938 938 9 3 8 938 938 9 3 8 938 93 8 938 93 8 93 8 93 8 938 9 3 8 93 8 93 8 93 8 942 942 942 94 2 942 94 2 942 94 6 94 0 942 94 2 942 942 942 942 942 94 2 94 2 9 4 2 94 2 942 94 2 942 9 3 4 9 3 6 934 9 3 4 934934 9 3 4 93 4 9 3 4 934 934 934 934 934 934 934 9 3 4 9 3 4 934 93 4 934 934 934 9 3 4 934 932 93 2 932 930 930 92 8 93 0 93 2 93 4 93 6 936 93 8 9 3 6 954 948 9 4 8 948 93 6 932 9 3 2 9 3 2 9 3 0 9 3 2 932 9 3 2 934 934 932 934 9 3 4 9 3 6 932 9 3 2 934 93 2 93 2 9 3 2 9 3 2 9 3 2 93 2 92 2 92 4 92 6 92 8 93 0 93 2 93 2 934 934 9 3 6 94 0 93 2 93 2 92 2 92 4 92 6 OH U OH U X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU I I I I I I I I I I >> > > > > > > > > >>> > > > > TV S S TV T V TVTV TV D S D D D D EOF 938.7 EOF 938.7 EOF 933.6 G G G G G G G G G G G G G G G G G G ST-9 GW 922.5 ST-1 ST-2 GW 934.8 ST-3 ST-4 ST-5 ST-6 GW 928.9 ST-7 GW 927.4 ST-8 GW 928.5 ST-10 GW 929.0 ST-11 GW 928.1 ST-12 GW 925.3 W B F W B F WBF WB F WB F WB F WB F WB F W B F WB F WB F WBF D SS XXXXXX X X X X X X FE M A Z O N E A E RE G U L A T O R Y FL O O D W A Y FE M A ZO N E A E FEMA ZONE A FEMA ZONE A FEMA ZONE A BM #1 TNH=942.29 BM #2 TNH=949.18 EOF 932.9 12345678910111213141516 17 18 19 20 21 22 23 24 2 5 2 6 2 7 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 0+00 50+50 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 0+ 0 0 17 + 3 3 1 2 3 4 5 6 7 8 9 0+00 9 + 1 6 012345678 9 10 11 12 13 14 1 5 16 16 + 2 9 1 23 4 56 8 7 123456789101112131415161718192021222324 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 1 2 3 4 1 2 3 4 5 6789101112131415 16 17 18 19 20 2122232425 1 2 3 4 5 6 7 89101112 13 14 15 16 17 18 19 20 21 22 23 24 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 1 2 3 4 5 6 7 8 9 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 53 52 OUTLOT B OUTLOT A OUTLOT D OUTLOT C OU T L O T B 1 8 6 7 21 1 T H S T FE N W A Y L N 208TH ST 208TH ST FA I R F I E L D D R FAIR F I E L D D R FA I R F I E L D D R 20 9 T H S T 209TH ST FLAXTON LN FLA X T O N L N 211TH ST FEN W A Y L N FE N W A Y L N >>>>> > > > > > > > > > >>> > > > > > > > > >> > >> > > > > > > > > > > > > > > > > > > > > > PROJECT NO. 24332 CAD FILE 12/23/2025 DATE REVISIONS DRAWN BY Da t e : Re g . N o . 2025-12-30 REV WETLAND BUFFER 29 9 9 W E S T C . R . 4 2 , S U I T E 1 0 0 BU R N S V I L L E , M N 5 5 3 0 6 PH O N E : 9 5 2 - 8 9 0 - 6 0 4 4 JB e n d e r @m n h i l l . c o m ww w . m n h i l l . c o m I h e r e b y c e r t i f y t h a t t h i s p l a n , sp e c i f i c a t i o n o r r e p o r t w a s p r e p a r e d by m e o r u n d e r m y d i r e c t s u p e r v i s i o n an d t h a t I a m a d u l y L i c e n s e d Pr o f e s s i o n a l E n g i n e e r u n d e r t h e l a w s of t h e S t a t e o f M i n n e s o t a . PRE L I M I N A R Y FA R M I N G T O N , M I N N E S O T A SA W Y E R G L E N N LE N N A R FO R 16 3 5 5 3 6 T H A V E S U I T E # 1 0 0 P L Y M O U N T H , M N 5 5 4 4 6 CTY 2026-03-02 REV PER CITY COMMENTS F: \ _ C i v i l 3 D P r o j e c t s \ 2 4 3 3 2 \ P R E - P L A T P L A N S \ 2 4 3 3 2 G . d w g - 3 / 0 2 / 2 0 2 6 0 8 : 2 1 A M 24332 G C4.0 GR A D I N G & D R A I N A G E P L A N LEGEND Know what's below. before you dig.Call R G 925.50 3 6 926.0 925.5 LFE 919.5 LO 923.5 (925.50) SUGGESTED GARAGE SIDE TYPICAL LOTCENTERLINE (℄) FINISHED ELEVATION AT LOT CORNER FINISHED ℄ GRADE 100' ℄ STATION PVI ELEVATION AT VERTICAL CURVE TYPICAL FRONT YARD SETBACK (HOUSE) DRAINAGE & UTILITY EASEMENT RECOMMENDED HOUSE TYPE LOWEST FLOOR ELEVATION LOWEST OPENING ELEVATION FINISHED GRADE ELEVATION EXISTING CONTOUR LOT NUMBER922 SURFACE DRAINAGE PROPERTY LINE PROPOSED CONTOUR 920 RLO 927.5 923.0 EXISTING TELEPHONE BOX EXISTING ELECTRIC TRANSFORMER BOX EXISTING TREELINE/TREES > I EXISTING STORM SEWER EXISTING SANITARY SEWER EXISTING WATERMAIN > I S EXISTING POWER POLE EXISTING CURB & GUTTER EXISTING FENCEXXXX EXISTING ASPHALT EXISTING CONCRETE EXISTING RETAINING WALL SB-1 G G G EXISTING UNDERGROUND GAS EXISTING TELEVISION BOX EXISTING CONTOUR923 EXISTING WETLAND EDGE EXISTING WETLAND EXISTING SOIL BORING LOCATION AC EXISTING AIR CONDITIONER EXISTING CLEANOUT EXISTING CURB STOP EXISTING ELECTRIC OUTLET POST EXISTING GAS METER EXISTING GAS VALVE EXISTING GUY WIRE EXISTING LIGHT POLE EXISTING MAILBOX EXISTING SIGN E EXISTING OVERHEAD POWEROHPOHPOHP EXISTING OVERHEAD UTILITYOHUOHUOHU T TV PROPOSED CONTOUR923 PROPOSED CONCRETE PROPOSED ASPHALT SURFACE PROPOSED SEDIMENT BASIN >>>>>>PROPOSED DRAINTILE >>>>>>>>>>PROPOSED PERFORATED DRAINTILE>>>>>>>>>> >>>>>> PROPOSED WATERMAINII PROPOSED SANITARY SEWER PROPOSED STORM SEWER>> PROPOSED CURB & GUTTER PROPOSED SANITARY SERVICE PROPOSED WATER SERVICE PROPOSED RETAINING WALL EOF PROPOSED EMERGENCY OVERFLOW PROPOSED GRADING LIMITS PROPOSED AQUATIC BENCH SCALE IN FEET 0 150 300 STANDARD GRADING NOTES: 1.SPECIFICATIONS WHICH APPLY ARE THE MOST RECENT EDITIONS OF THE MUNICIPALITY IN WHICH THE WORK IS LOCATED AND THE MINNESOTA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS FOR HIGHWAY CONSTRUCTION UNLESS MODIFIED HEREIN ON THESE CONTRACT DOCUMENTS. 2.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO UTILIZE THE "GOPHER STATE ONE CALL" EXCAVATION NOTICE SYSTEM AS REQUIRED UNDER MINNESOTA STATUTE CHAPTER 216D. CALL 811 OR SUBMIT A TICKET AT gopherstateonecall.org AT LEAST 48 HOURS PRIOR TO PERFORMING ANY EXCAVATION. 3.GRADING CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF ALL UNDERGROUND UTILITIES WITH THE RESPECTIVE UTILITY COMPANIES PRIOR TO CONSTRUCTION. 4.ALL CONSTRUCTION AS CALLED FOR ON THESE CONTRACT DOCUMENTS SHALL BE PERFORMED IN ACCORDANCE WITH ALL OSHA REQUIREMENTS. 5.ALL LOT AND EASEMENT DIMENSIONS ARE SUBJECT TO FINAL PLAT. 6.IT IS THE RESPONSIBILITY OF THE GRADING CONTRACTOR TO DISPOSE OFF-SITE ALL TREES, STUMPS, BRUSH, OR OTHER DEBRIS THAT EXISTS WITHIN THE CONSTRUCTION AREAS. TREES TO REMAIN SHALL BE DESIGNATED BY THE ENGINEER. 7.THE GRADING CONTRACTOR SHALL SCHEDULE THE SOILS ENGINEER SO THAT CERTIFICATION OF ALL CONTROLLED FILLS CAN BE FURNISHED TO THE OWNER DURING AND UPON COMPLETION OF THE PROJECT. 8.DENSITY TESTS SHALL BE TAKEN TO EVALUATE THE COMPACTION WITHIN THE STREETS, TRAVEL WAYS OR PARKING LOTS. WITHIN THE UPPER 3 FEET OF STREET, TRAVEL WAYS OR PARKING LOT SUBGRADE, THE CONTRACTOR SHALL INSURE THAT ALL SOILS BE NOT MORE THAN ONE PERCENTAGE POINT OVER THE SOIL'S STANDARD PROCTOR OPTIMUM MOISTURE CONTENT, AND THAT COMPACTION TO A MINIMUM OF 100% OF STANDARD PROCTOR DENSITY BE PROVIDED. IN AREAS BELOW THE UPPER THREE FEET OF SUBGRADE OF THE STREETS, TRAVEL WAYS OR PARKING LOTS, THE CONTRACTOR SHALL INSURE THAT ALL SOILS BE NOT MORE THAN THREE PERCENTAGE POINTS OVER THE SOIL'S STANDARD PROCTOR OPTIMUM MOISTURE CONTENT, AND THAT COMPACTION TO A MINIMUM OF 95% OF STANDARD PROCTOR DENSITY BE PROVIDED. THE GRADING TOLERANCE FOR THESE AREAS SHALL BE WITHIN 0.1'±. 9.LOT GRADING AND/OR THE PREPARATION OF BUILDING PADS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS. THE GRADING TOLERANCE SHALL BE 0.30'±. ALL EARTHWORK OPERATIONS SHALL BE PERFORMED IN ACCORDANCE WITH THE HUD-FHA DATA SHEET 79G "LAND DEVELOPMENT WITH CONTROLLED EARTHWORK", PROVIDING FOR A MINIMUM OF 95% STANDARD DENSITY, OR AS OTHERWISE SPECIFIED BY THE GEO-TECHNICAL ENGINEER. 10.IN AREAS WHERE RETAINING WALLS ARE PROPOSED ON CONTROLLED FILL AREAS, A MINIMUM 95% STANDARD DENSITY NEEDS TO BE ATTAINED WHERE FILL THICKNESS EXCEEDS 10' BELOW WALL FOUNDATION ELEVATIONS, A HIGHER MINIMUM OF 98% SHALL BE ATTAINED 11.BUILDING PADS SHOWN ON EACH LOT ARE TYPICAL ONLY. THE DEPTH OF THE PAD FROM FRONT TO BACK SHALL BE GRADED THROUGHOUT THE FULL WIDTH OF THE LOT OR AS NECESSARY TO ALLOW FOR CONSTRUCTION OF A BUILDING AT THE MINIMUM SIDE YARD SETBACKS. (REFER TO THE PLANS FOR SPECIFIC SETBACK DISTANCES.) IF UNSUITABLE SOIL CONDITIONS ARE ENCOUNTERED WITHIN A PROPOSED BUILDING PAD THAT CANNOT BE CORRECTED OR REMOVED, IT IS THE RESPSONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER OF THE CONDITIONS AND TO LOCATE THE LIMITS OF THE UNSUITABLE AREAS. 12.THE SITE GRADING TOLERANCE FOR THE SITE SHOULD BE ±0.1' FOR STREETS AND ±0.30' FOR LANDSCAPED/OPEN AREAS. 13.TOPSOIL SHALL BE RE-SPREAD AT A MINIMUM DEPTH OF 6" ON ALL DISTURBED AREAS TO BE VEGETATED. SPECIFIC GRADING NOTES: 1.THE EXISTING TOPOGRAPHY AND CONTOUR ELEVATIONS ON THE PLANS WERE PROVIDED BY HILL, INC. ON 10/28/2025. THE DEGREE OF ACCURACY OF THE EXISTING CONTOURS SHOWN ON THE PLAN IS EQUAL TO ± ONE HALF THE CONTOUR INTERVAL. 2.FEMA FLOOD DATA EXPORTED ON 12/01/2025. 3.TREE DATA PROVIDED BY MIDWEST NATURAL RESOURCES, INC. ON 12/05/2025. 4.WETLANDS PER KJOLHAUG ENVIRONMENTAL DELINEATION (PENDING APPROVAL). PROPOSED WETLAND FILL BENCHMARKS #1 TNH AT NW QUAD 211TH ST W & FLAGSTONE WAY ELEV=942.29 #2 TNH NORTH OF 208TH ST W & 130' FROM WEST STREET END ELEV=949.18 PROPOSED POND MAINTENANCE ACCESS Pa g e 1 2 3 o f 1 7 6 95 0 960 970 980 950 950 960 960 970 952 952 9 5 4 954 954 9 5 4 956 956 956 958 958 962 964 966 968 9 7 2 9 7 4 97 6 97 8 944 946 948 950 952 950 950 950 950 94 4 944 94 4 944 94 6 946 946 94 8 948 948 952 952 952 94 2 940 940 940 942 93 6 9 3 6 938 9 3 8 938 942 94 2 942 94 6 94 0 93 8 954 948 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X I I I I > > > > > > > > > > > > >>>>>>>>>>> > > > > > > > > > > TV S >> S TV T V D D D D EOF 938.7 I >> ST-1 ST-2 GW 934.8 ST-3 ST-4 ST-5 ST-6 GW 928.9 D EX CBMH RE 943.28 IE 939.74 (12" N) IE 939.69 (15" S) EX CBMH RE 943.36 IE 938.93 (15" N) IE 939.35 (12" E) IE 938.90 (18" S) EX CBMH RE 940.57 IE 937.00 (18" N) IE 937.42 (12" E) IE 936.68 (24" S) EX CBMH RE 940.43 IE 936.30 (24" N) IE 936.20 (27" S) EX CBMH RE 940.58 IE 936.09 (27" N) IE 937.03 (12" E) IE 935.90 (30" S) SUMP 932.75 EX CBMH RE 939.59 IE 935.67 (30" N) IE 935.67 (30" S) EX FES IE 935.64 (30") EX CBMH RE 943.34 IE 940.46 (12" E) IE 940.46 (12" S) EX FES IE 942.75 EX STM 123 (54" ID) RE 954.00 IE 945.81 (30" W) IE 945.81 (30" E) EX STM 124 (54" ID) RE 957.00 IE 947.84 (30" N) IE 947.83 (30" E) OCS 1 RE 948.86 IE 948.00 (8" S) SUMP 945.00 OCS 1A RE 950.42 IE 947.50 (8" N) IE 945.00 (18" S) EX STM 122 (72" ID) RE 949.55 IE 944.05 (18" NE) IE 943.00 (30" W) IE 943.00 (33" S) SUMP 940.70 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 50+50 11 12 13 14 15 16 17 17 + 3 3 1 2 3 4 5 6 7 8 0+00 0 1 234567 8 9 10 11 1 23 4 123456789101112131415161718192021222324 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 1 2 3 4 1 2 3 4 5 6789101112131415 16 17 18 19 20 2122232425 1 2 3 4 5 6 7 89101112 13 14 15 16 17 18 19 20 21 22 23 24 1 2 3 4 5 6 7 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 8 208TH ST 208TH ST FA I R F I E L D D R 209TH ST FLAXTON LN FLA X T O N L N FE N W A Y L N >>> > > > >>>> > > > > > > > > > > > > > > >> > >>>>>>> > > > > > > > > > >>>>>> > > > > > > > >> > >>>>> > > > >>>>>>>> >> > > > > >>>>>>>>> > > > > > > > > > > > > > > > >>> >>> >>>> > > > > > > > > > > > 94 8 . 3 S LF E 9 4 8 . 8 94 8 . 3 94 9 . 5 S LF E 9 5 0 . 0 94 9 . 5 95 0 . 7 S LF E 9 5 1 . 2 95 0 . 7 95 1 . 7 S LF E 9 5 2 . 2 95 1 . 7 95 2 . 8 S LF E 9 5 3 . 3 95 2 . 8 95 3 . 1 S LF E 9 5 3 . 6 95 3 . 1 95 3 . 6 S LF E 9 5 4 . 1 95 3 . 6 95 4 . 0 S LF E 9 5 4 . 5 95 4 . 0 95 4 . 3 S LF E 9 5 4 . 8 95 4 . 3 95 4 . 6 S LF E 9 5 5 . 1 95 4 . 6 95 4 . 9 S LF E 9 5 5 . 4 95 4 . 9 95 5 . 3 S LF E 9 5 5 . 8 95 5 . 3 95 5 . 6 S LF E 9 5 6 . 1 95 5 . 6 95 5 . 9 S LF E 9 5 6 . 4 95 5 . 9 95 6 . 7 S LF E 9 5 7 . 2 95 6 . 7 95 7 . 4 S LF E 9 5 7 . 9 95 7 . 4 95 8 . 0 SLF E 9 5 8 . 5 95 8 . 0 958. 2 S LFE 9 5 8 . 7 958. 2 957.6S LFE 958.1 957.6 956.8S LFE 957.3956.8 955.9S LFE 956.4 955.9 955.7S LFE 956.2955.7 955.3S LFE 955.8955.3 955.0S LFE 955.5955.0 954.7S LFE 955.2 954.7 954.4S LFE 954.9954.4 954.0S LFE 954.5954.0 953.7S LFE 954.2953.7 953.3S LFE 953.8953.3 952.9S LFE 953.4 952.9 952.2S LFE 952.7952.2 951.3S LFE 951.8951.3 950.0S LFE 950.5950.0 948.5S LFE 949.0 948.5 946.9S LFE 947.4946.9 945.9S LFE 946.4945.9 945.4S LFE 945.9945.4 945.4S LFE 945.9945.4 945.7S LFE 946.2945.7 946.0S LFE 946.5 946.0 946.4S LFE 946.9 946.4 946.8S LFE 947.3 946.8 94 2 . 3 S LF E 9 4 2 . 8 94 2 . 3 94 2 . 6 S LF E 9 4 3 . 1 94 2 . 6 94 2 . 9 S LF E 9 4 3 . 4 94 2 . 9 94 3 . 2 S LF E 9 4 3 . 7 94 3 . 2 94 3 . 2 S LF E 9 4 3 . 7 94 3 . 2 94 2 . 9 S LF E 9 4 3 . 4 94 2 . 9 94 2 . 7 S LF E 9 4 3 . 2 94 2 . 7 94 2 . 9 S LF E 9 4 3 . 4 94 2 . 9 94 3 . 3 S LF E 9 4 3 . 8 94 3 . 3 94 3 . 7 S LF E 9 4 4 . 2 94 3 . 7 94 4 . 1 S LF E 9 4 4 . 6 94 4 . 1 94 4 . 6 S LF E 9 4 5 . 1 94 4 . 6 94 4 . 2 S LF E 9 4 4 . 7 94 4 . 2 94 3 . 9 S LF E 9 4 4 . 4 94 3 . 9 94 3 . 5 S LF E 9 4 4 . 0 94 3 . 5 94 3 . 2 S LF E 9 4 3 . 7 94 3 . 2 943.2S LFE 943.7 943.2 943.9S LFE 944.4943.9 944.1S LFE 944.6944.1 944.6S LFE 945.1944.6 945.5S LFE 946.0 945.5 945.5S LFE 946.0945.5 945.8S LFE 946.3945.8 946.4S LFE 946.9946.4 946.4S LFE 946.9 946.4 946.7S LFE 947.2 946.7 947.6 S LFE 94 8 . 1947.6 947 . 6 S LFE 9 4 8 . 1 947 . 6 94 7 . 3 S LF E 9 4 7 . 8 94 7 . 3 94 7 . 1 S LF E 9 4 7 . 6 94 7 . 1 94 7 . 1 S LF E 9 4 7 . 6 94 7 . 1 946.5S LFE 947.0 946.5 946.9S LFE 947.4946.9 947.4S LFE 947.9947.4 947.8S LFE 948.3947.8 948.2S LFE 948.7 948.2 95 2 . 2 S LF E 9 5 2 . 7 95 2 . 2 95 2 . 7 S LF E 9 5 3 . 2 95 2 . 7 95 3 . 0 S LF E 9 5 3 . 5 95 3 . 0 95 3 . 3 S LF E 9 5 3 . 8 95 3 . 3 95 3 . 6 S LF E 9 5 4 . 1 95 3 . 6 95 3 . 9 S LF E 9 5 4 . 4 95 3 . 9 95 4 . 3 S LF E 9 5 4 . 8 95 4 . 3 954.9S LFE 955.4954.9 954.1S LFE 954.6954.1 953.8S LFE 954.3953.8 953.5S LFE 954.0953.5 953.1S LFE 953.6953.1 952.8S LFE 953.3952.8 952.5S LFE 953.0952.5 952.1S LFE 952.6952.1 951.6S LFE 952.1951.6 950.8S LFE 951.3950.8 949.7S LFE 950.2949.7 948.3S LFE 948.8948.3 946.8S LFE 947.3946.8 945.3S LFE 945.8945.3 944.3S LFE 944.8944.3 944.0S LFE 944.5 944.0 943.7S LFE 944.2 943.7 943.5S LFE 944.0943.5 943.2S LFE 943.7 943.2 942.9 S LFE 943.4 942.9 942 . 3 S LFE 9 4 2 . 8 942 . 3 94 2 . 9 SLF E 9 4 3 . 4 94 2 . 9 94 3 . 2 S LF E 9 4 3 . 7 94 3 . 2 94 3 . 2 S LF E 9 4 3 . 7 94 3 . 2 94 3 . 1 S LF E 9 4 3 . 6 94 3 . 1 94 2 . 7 S LF E 9 4 3 . 2 94 2 . 7 943.4S LFE 943.9943.4 943.7S LFE 944.2943.7 944.1S LFE 944.6944.1 944.4S LFE 944.9944.4 944.8S LFE 945.3944.8 945.1S LFE 945.6945.1 945.4S LFE 945.9945.4 94 7 . 2 S LF E 9 4 7 . 7 94 7 . 2 94 7 . 2 S LF E 9 4 7 . 7 94 7 . 2 94 6 . 9 S LF E 9 4 7 . 4 94 6 . 9 94 6 . 5 S LF E 9 4 7 . 0 94 6 . 5 94 6 . 1 S LF E 9 4 6 . 6 94 6 . 1 94 5 . 7 94 5 . 3 94 4 . 8 94 4 . 4 94 2 . 2 94 1 . 9 94 1 . 7 94 1 . 4 94 1 . 0 953.8 954.6 955.3 955. 5 95 5 . 5 95 4 . 7 95 3 . 8 95 3 . 6 95 3 . 2 95 2 . 9 95 2 . 6 95 2 . 3 95 1 . 9 95 1 . 2 95 1 . 6 95 0 . 8 95 0 . 1 94 9 . 2 94 7 . 9 94 6 . 4 94 4 . 8 94 3 . 6 94 2 . 8 94 2 . 4 94 2 . 8 94 3 . 1 94 3 . 4 94 3 . 8 94 4 . 2 944.2 942.0 941.5 941.1 940.7 941.0 941.1 941.0 940.7 940.4 940. 2 940 . 6 94 0 . 8 94 1 . 1 94 1 . 4 94 1 . 6 94 1 . 9 94 2 . 2 944.3 944.7 945.0 945.1 94 3 . 4 94 3 . 1 94 2 . 8 94 2 . 4 94 2 . 1 94 1 . 7 94 1 . 4 94 1 . 0 940.6 941.0 941.1 940.8 940 . 1 944.4944.8945.3945.7 95 0 . 4 951.1 951.6 951.9 952.2 952.5 952.8 953.2 95 4 . 0 95 3 . 3 95 3 . 0 95 2 . 7 95 2 . 4 95 2 . 0 95 1 . 7 95 1 . 4 95 1 . 0 95 0 . 5 94 9 . 7 94 8 . 6 94 7 . 2 94 5 . 7 94 4 . 2 943.2 942.1 941.8 941.4 941.1 94 1 . 0 94 1 . 4 94 1 . 7 94 2 . 0 94 2 . 4 94 2 . 7 94 3 . 1 94 3 . 5 94 3 . 8 94 4 . 2 9 4 4 . 4 9 4 4 . 6 944.8 945.0 945.1 944.9 94 2 . 8 94 2 . 6 94 0 . 8 94 0 . 5 94 0 . 5 940.4 945.9 946.8 943.7 94 3 . 6 94 4 . 0 943.6 5+00.00 90' VC (941.82) 941.85 HP 38+51.21 953.69 LP 47+07.00 942.10 34+00.00 200' VC (950.69) 950.25 38+50.00 200' VC (954.06) 953.69 44+00.00 200' VC (950.04) 949.34 46+42.00 200' VC (941.48) 942.55 LP 13+70.00 940.03 LP 9+80.00 HP 12+15.00 940.80 12+15.00 90' VC (940.96) 940.80 13+70.00 90' VC (939.88) 940.03 LP 2+08.01 939.96 HP 9+00.06 944.81 955.1 S LFE 955.6 955.1 95 5 . 1 S LF E 9 5 5 . 6 95 5 . 1 0.75% 0.7 5 % 0. 7 5 % 0.73% 3.54% 2. 5 0 % 0.73% 0.75% 0. 7 0 % 0.7 0 % 0. 7 0 % 0. 7 0 % 0. 7 0 % 0. 7 5 % 0. 7 5 % 0.75% 0.55% 2.00% 0.85%0.60% 939.8 EOF 940.5 EOF 943.7 EOF 944.7 942.3 953.5 953.2 952.8 952.5 952.2 951.9 951.5 951.0 950.4 949.6 948.6 947.4 946.2 94 7 . 3 94 9 . 0 95 0 . 5 95 1 . 9 95 2 . 9 95 3 . 8 95 4 . 7 95 5 . 7 95 7 . 2 95 8 . 5 96 0 . 2 96 1 . 6 96 4 . 0 96 6 . 1 96 9 . 2 97 1 . 9 97 7 . 3 985.1 970.5 965.4 964.6 964.3 964.1 963.2 962.3 962.2 959.7 957.4 955.0 952.9 951.5 949.9 949.4 948.7 948.1 946.5 946.3 946.0 945.3 945.8 945.8 945.5 945.2 946.8 941.3 941.3 945.4944.394 3 . 7 945.3946.2 94 4 . 5 944.7 94 5 . 4 945.6 94 6 . 3 94 5 . 5 94 4 . 4 94 5 . 3 946 . 2 945 . 6 9 4 5 . 2 944.7 946.1 945.2 9 4 5 . 0 944.3 94 3 . 6 944.6 944.0 944.8 943.9 943.3 94 3 . 8 94 2 . 9 94 2 . 0 94 2 . 2 94 1 . 3 940.4 94 3 . 5 94 2 . 7 94 2 . 1 94 1 . 5 94 5 . 0 94 4 . 1 94 3 . 1 93 8 . 5 94 3 . 8 94 2 . 8 94 2 . 3 94 3 . 5 94 4 . 5 94 1 . 4 94 1 . 5 94 0 . 6 93 9 . 7 94 0 . 5 93 9 . 6 93 8 . 7 93 9 . 9 940.3 939.2 939.3 939.1 938 . 5 941.4 941.1 939.8 943.0 EOF 942.1 EOF 941.3 EOF 948.1EOF 952.2EOF 953.5 943.9944.4 943.5943.5944.0944.9946.5947.6948.5949.4950.5 951.4950.0951.0951.9952.8951.2952.1953.0953.9954.7955.2 955.5 EOF 956.6 955.5 EOF 956.5 956.1 956 . 0 96 9 . 9 95 5 . 6 96 7 . 2 95 4 . 7 96 4 . 1 95 3 . 9 96 2 . 0 95 3 . 0 955.1 954.2 953.4 952.5 951.6 953.1 952.3 951.4 950.5 951.7 950.9 950.0 949.7 948.7 947.5 946.3 EOF 953.8 EOF 952.5 EOF 951.3 EOF 948.0 EOF 940.5 94 5 . 6 9 94 8 . 1 9 95 0 . 2 5 95 1 . 4 4 95 2 . 1 9 95 2 . 9 4 953 . 5 9 953.60 952.96 952.23 951.50 950.77 949.34 946.50 943.33 942.10 942.67 943.42 EOF 942.4 EOF 941.0 EOF 939.8 EOF 941.9 EOF 946.3 EOF 946.7 EOF 946.1 940.9 EOF 941.9EOF 944.3 EOF 942.7EOF 945.4 942.3 941.3 940.3 941.6 940.3 945.6 944.7 943.2 944.6 94 6 . 9 EOF 945.5 950.5950.5 94 9 . 1 94 5 . 1 95 1 . 7 94 6 . 7 95 0 . 7 94 4 . 5 949.2 946.2 951.8945.2 944.5950.1 943.6949.0 942.5946.6 941.5942.5 EOF 956.1 944.3 944.0 2+15.00 90' VC (939.82) 939.97 9+00.00 90' VC (944.97) 944.81 G G G G G G G G G G G G G G G G G G G G G G G G G GGGGGGGGGGGGGGGGGGGGG G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G GGGGGGG G G G G G G G G G G G G G G G G G G G G G GGGGGGGGGG 946.25 945.24 944.38 943.53 942.68 941.85 941.22 940.62 940 . 0 2 94 2 . 6 0 94 0 . 1 6 94 0 . 7 9 94 0 . 3 7 94 0 . 1 0 94 0 . 7 9 94 1 . 4 9 94 2 . 1 8 941.00 940.45 939.96940.46941.21941.97942.72943.47 944. 2 2 94 4 . 8 1 94 4 . 2 2 94 3 . 3 4 93 7 . 2 93 7 . 9 93 8 . 8 94 0 . 2 94 1 . 1 941.8 93 8 . 7 93 7 . 8 93 6 . 6 93 6 . 2 7.7% 8.0% 7.8% 7.7% 8.2% 7.0% 6.8% 6.1% 5.7% 5.2% 5.1% 5.0% 5.0% 5.3% 7.0% 6.6% 6.6% 6.5% 6.5% 6.7% 6.5% 6.3% 5.7% 6.3% 8.2% 7. 2 % 6. 7 % 5. 6 % 5. 3 % 6. 6 % 6. 4 % 6. 5 % 6. 9 % 5. 1 % 5. 2 % 5. 3 % 5. 0 % 5. 1 % 5. 3 % 5. 4 % 6. 2 % 7. 0 % 7. 7 % 8. 2 % 8. 4 % 7. 1 % 6. 6 % 6. 6 % 6. 5 % 6. 7 % 6. 6 % 7. 1 % 7. 5 % 8. 1 % 8. 4 % 8. 6 % 8. 1 % 7. 9 % 7. 9 % 7. 6 % 7. 4 % 6. 6 % 6. 2 % 7. 1 % 7.9% 8.0% 7.9% 8.3% 8.2% 8.2% 8.6% 7.8% 7.9% 7.8% 7.9% 6.7% 6.5% 6.6% 6.5% 6.6% 6.4% 6.6% 6.0% 6.2% 6.7% 6.6 % 8. 6 % 8. 0 % 8. 4 % 8. 6 % 8. 8 % 8. 7 % 8. 5 % 6.0% 5.7% 6.8% 8.1 % 6. 8 % 6. 9 % 7. 8 % 7. 1 % 7. 4 % 8. 3 % 6. 9 % 6. 5 % 6. 8 % 5. 9 % 6. 8 % 6. 7 % 6. 7 % 6. 6 % 6. 7 % 6. 5 % 6. 5 % 6. 4 % 6. 6 % 6. 0 % 6. 1 % 8. 1 % 8. 2 % 8. 0 % 8. 1 % 8. 0 % 8. 0 % 8. 2 % 8. 1 % 8. 2 % 5.4% 6. 4 % 4. 9 % 5. 1 % 5. 2 % 5. 5 % 5. 1 % 7.8% 7.9% 8.2% 8.1% 8.6% 94 7 . 7 946.1 947.8 949.0 950.2 951.2 952.0 953.1 952.6 953.5 953.8 954.1 954.4 954.8 955.1 955.4 956.2 956.9 957.1 95 6 . 6 95 6 . 3 95 5 . 4 95 5 . 1 95 4 . 8 95 4 . 5 95 4 . 2 95 3 . 9 95 3 . 5 95 3 . 2 95 2 . 8 95 2 . 4 95 1 . 7 95 0 . 8 94 9 . 5 94 8 . 0 94 6 . 4 94 5 . 4 94 4 . 9 94 4 . 9 94 5 . 2 94 5 . 5 94 5 . 9 951.7 952.2 952.5 952.8 953.1 953.4 953.8 954 . 6 95 3 . 9 95 3 . 6 95 3 . 3 95 3 . 0 95 2 . 6 95 2 . 3 95 2 . 0 95 1 . 6 95 1 . 1 95 0 . 3 94 9 . 2 94 7 . 8 94 6 . 3 94 4 . 8 94 3 . 4 941.8 942.1 942.4 942.7 942.4 942.2 941 . 8 942.4 942.7 942.6 942.2 942.4 942.8 943.2 942.7 943.0 943.4 943.7 94 1 . 6 94 2 . 9 94 3 . 2 94 3 . 6 94 3 . 9 94 4 . 3 94 4 . 6 94 2 . 7 94 3 . 4 94 3 . 6 94 4 . 1 94 5 . 0 94 5 . 0 94 5 . 3 94 5 . 9 94 5 . 9 9 4 6 . 2 9 4 7 . 1 946.6 946.8 946.6 946.7 946.4 946.0 945.694 7 . 3 94 6 . 9 94 6 . 4 94 6 . 0 94 3 . 5 94 3 . 2 94 3 . 0 94 2 . 7 94 2 . 4 964 966 968 97 0 972 97 4 976 97 8 980 98 2 984 98 6 944 944 946 946 948 948 950 950 95 2 952 954 954 940 94 2 942 94 4 944 94494 6 940 942 942 942 94 0 940 940 94 8 948 944 944 944 954 9 4 8 94 8 9 4 2 94 2 94 2 94 2 94 2 942 942 942 942 944 944 944 94 6 94 6 94 6 946 944 942 942944 946 9 4 6 9 4 8 9 4 8 9 5 0 9 5 2 95 8 95 4 96 4 9 5 4 96 8 95 6 970 97 2 97 4 97 6 956 956 952 952 950 948 946 944 944 944 944 946 9 4 6 94 2 944 9 4 2 9 4 2 94 4 942944 946 946 9 4 6 9 4 6 944946 95 0 95 2 95 2 952 954 952 952 950 950 948 952 946 944 946 9 4 4 94 6 944 942 942 942 940 942 940 94 0 94 2 94 2 94 0 93 8 94 2 EOF 942.0 95 9 . 6 95 2 . 1 95 8 . 2 95 3 . 6 95 6 . 5 95 2 . 8 95 5 . 2 95 1 . 9 95 2 . 4 95 1 . 4 955.7964.3 955.2963.1 954.4962.8 953.5962.6 952.6961.7 951.7960.8 953.3960.7 952.4958.2 951.5955.9 950.5953.5 951.6952.6 942.7945.2 944.3948.5945.3949.7 946.6951.0 95 1 . 2 94 5 . 8 95 0 . 5 94 6 . 0 95 0 . 2 94 6 . 8 94 9 . 9 94 5 . 9 94 9 . 6 94 5 . 0 95 0 . 8 94 4 . 9 945.7950.7 944.8950.4 944.4949.4 943.4947.7 941.8943.7 964.3 974 . 3 939.6 EOF 956.5 8 . 5 % TEMPORARY GRADING EASEMENT 70 ' 185' PROJECT NO. 24332 CAD FILE 12/23/2025 DATE REVISIONS DRAWN BY Da t e : Re g . N o . 2025-12-30 REV WETLAND BUFFER 29 9 9 W E S T C . R . 4 2 , S U I T E 1 0 0 BU R N S V I L L E , M N 5 5 3 0 6 PH O N E : 9 5 2 - 8 9 0 - 6 0 4 4 JB e n d e r @m n h i l l . c o m ww w . m n h i l l . c o m I h e r e b y c e r t i f y t h a t t h i s p l a n , sp e c i f i c a t i o n o r r e p o r t w a s p r e p a r e d by m e o r u n d e r m y d i r e c t s u p e r v i s i o n an d t h a t I a m a d u l y L i c e n s e d Pr o f e s s i o n a l E n g i n e e r u n d e r t h e l a w s of t h e S t a t e o f M i n n e s o t a . PRE L I M I N A R Y FA R M I N G T O N , M I N N E S O T A SA W Y E R G L E N N LE N N A R FO R 16 3 5 5 3 6 T H A V E S U I T E # 1 0 0 P L Y M O U N T H , M N 5 5 4 4 6 CTY 2026-03-02 REV PER CITY COMMENTS F: \ _ C i v i l 3 D P r o j e c t s \ 2 4 3 3 2 \ P R E - P L A T P L A N S \ 2 4 3 3 2 G . d w g - 3 / 0 2 / 2 0 2 6 0 8 : 2 1 A M 24332 G C4.1 GR A D I N G & D R A I N A G E P L A N Know what's below. before you dig.Call R SCALE IN FEET 0 50 100 Pa g e 1 2 4 o f 1 7 6 950 944 94 6 94 8 936 938 94 0 94 2 940 936 93 6 93 6 936 9 3 6 938 938 93 8 938 93 8 9 3 4 9 3 6 934 93 4 934 934 934 9 3 4 934 932 93 2 92 8 93 8 93 6 932 9 3 2 934 9 3 2 934 93 2 93 2 9 3 2 92 2 92 4 92 6 92 8 93 0 93 2 934 934 9 3 6 94 0 92 2 92 4 9 2 6 X X X X X X X X X X X X X X X X X X X X X X X X X X X X I I I I I I > > > > > > > V TVTV D S EOF 938.7 ST-9 GW 922.5 ST-4 ST-7 GW 927.4 ST-8 GW 928.5 ST-11 GW 928.1 ST-12 GW 925.3 WBF WB F W B F W B F W B F W B F W B F WBFWBFWBFWBF WB F WB F WB F WB F WB F X X X X X X X X X X X X X X FE M A Z O N E A E RE G U L A T O R Y FL O O D W A Y EX SSMH RE 935.44 IE 920.63 (W) IE 920.53 (SE) BLD 14.46' 10" PVC PLUG IE 921.37 10" PVC 8" PVC C-900 EOF 932.9 20 21 22 23 24 2 5 2 6 2 7 2 8 29 30 31 32 33 1 2 3 4 5 6 7 8 9 10 11 0+ 0 0 1 2 3 4 5 6 7 8 9 0+00 9 + 1 6 11 12 13 14 1 5 16 16 + 2 9 56 8 7 40 41 42 43 44 45 46 47 48 49 50 51 2122232425 5 6 7 8910 13 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 1 2 3 4 5 6 7 8 9 1 2 3 4 5 6 7 8 9 10 5 6 7 8 9 10 11 12 13 14 15 16 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 53 52 OUTLOT B OUTLOT A OUTLOT D OU T L O T B 1 8 6 7 FE N W A Y L N FAIR F I E L D D R FA I R F I E L D D R 20 9 T H S T FLAXTON LN FLA X T O N L N FEN W A Y L N > > > > > > > >>>>>>> > > > > > > > > > > > > > > > > > > >> > > > > > > > > > > > > > > > > > > > >>> > > > >>> > >>> >> > > > > > > > >>> > > > > > > > > > > > > > > 94 3 . 4 S LF E 9 4 3 . 9 94 3 . 4 94 3 . 7 S LF E 9 4 4 . 2 94 3 . 7 94 4 . 0 S LF E 9 4 4 . 5 94 4 . 0 94 4 . 4 S LF E 9 4 4 . 9 94 4 . 4 94 4 . 7 S LF E 9 4 5 . 2 94 4 . 7 94 5 . 0 S LF E 9 4 5 . 5 94 5 . 0 94 5 . 4 S LF E 9 4 5 . 9 94 5 . 4 94 5 . 7 S LF E 9 4 6 . 2 94 5 . 7 94 6 . 3 S LF E 9 4 6 . 8 94 6 . 3 94 7 . 3 S LF E 9 4 7 . 8 94 7 . 3 94 8 . 3 S LF E 9 4 8 . 8 94 8 . 3 94 9 . 5 S LF E 9 5 0 . 0 94 9 . 5 95 0 . 7 S LF E 9 5 1 . 2 95 0 . 7 94 2 . 6 S LF E 9 4 3 . 1 94 2 . 6 94 2 . 6 S LF E 9 4 3 . 1 94 2 . 6 94 2 . 6 S LF E 9 4 3 . 1 94 2 . 6 94 2 . 3 S LF E 9 4 2 . 8 94 2 . 3 941 . 9 S LFE 9 4 2 . 4 941 . 9 94 1 . 5 S LFE 9 4 2 . 0 941 . 5 94 1 . 2 S LFE 9 4 1 . 7 94 1 . 2 94 0 . 9 S LF E 9 4 1 . 4 94 0 . 9 94 0 . 5 S LF E 9 4 1 . 0 94 0 . 5 94 0 . 5 S LF E 9 4 1 . 0 94 0 . 5 94 1 . 2 SLF E 9 4 1 . 7 94 1 . 2 94 1 . 2 S LF E 9 4 1 . 7 94 1 . 2 94 1 . 6 S LFE 9 4 2 . 1 94 1 . 6 942 . 0 S LFE 9 4 2 . 5 942 . 0 94 2 . 3 S LFE 9 4 2 . 8 94 2 . 3 94 2 . 6 S LF E 9 4 3 . 1 94 2 . 6 94 3 . 0 S LF E 9 4 3 . 5 94 3 . 0 94 3 . 4 S LF E 9 4 3 . 9 94 3 . 4 94 3 . 8 S LF E 9 4 4 . 3 94 3 . 8 942.5 S LFE 9 4 3 . 0 942.5 942. 2 S LFE 9 4 2 . 7 942. 2 941. 7 S LFE 9 4 2 . 2 941. 7 94 1 . 3 S LF E 9 4 1 . 8 94 1 . 3 94 1 . 2 S LF E 9 4 1 . 7 94 1 . 2 9 4 1 . 2 S L F E 9 4 1 . 7 9 4 1 . 2 9 4 1 . 4 S L F E 9 4 1 . 9 9 4 1 . 4 9 4 1 . 7 S L F E 9 4 2 . 2 9 4 1 . 7 9 4 2 . 2 S L F E 9 4 2 . 7 9 4 2 . 2 9 4 2 . 6 S L F E 9 4 3 . 1 9 4 2 . 6 9 4 3 . 0 S L F E 9 4 3 . 5 9 4 3 . 0 9 4 3 . 5 S L F E 9 4 4 . 0 9 4 3 . 5 94 3 . 9 S LF E 9 4 4 . 4 94 3 . 9 94 4 . 2 S LF E 9 4 4 . 7 94 4 . 2 94 4 . 6 S LF E 9 4 5 . 1 94 4 . 6 94 4 . 9 S LF E 9 4 5 . 4 94 4 . 9 94 5 . 2 S LF E 9 4 5 . 7 94 5 . 2 947.9S LFE 948.4947.9 947.5S LFE 948.0947.5 947.1S LFE 947.6947.1 946.6S LFE 947.1946.6 946.2S LFE 946.7946.2 94 4 . 5 S LF E 9 4 5 . 0 94 4 . 5 94 4 . 1 S LF E 9 4 4 . 6 94 4 . 1 94 3 . 8 S LF E 9 4 4 . 3 94 3 . 8 94 3 . 5 S LF E 9 4 4 . 0 94 3 . 5 94 3 . 1 S LF E 9 4 3 . 6 94 3 . 1 94 2 . 8 S LF E 9 4 3 . 3 94 2 . 8 9 4 2 . 1 S L F E 9 4 2 . 6 9 4 2 . 1 94 1 . 6 S LF E 9 4 2 . 1 94 1 . 6 941.2 S LFE 941.7941.2 941.3 S LFE 94 1 . 8 941.3 941 . 5 S LFE 9 4 2 . 0 941 . 5 94 2 . 6 S LF E 9 4 3 . 1 94 2 . 6 94 3 . 4 S LF E 9 4 3 . 9 94 3 . 4 94 3 . 4 S LF E 9 4 3 . 9 94 3 . 4 94 3 . 7 S LF E 9 4 4 . 2 94 3 . 7 94 4 . 1 S LF E 9 4 4 . 6 94 4 . 1 94 4 . 4 S LF E 9 4 4 . 9 94 4 . 4 94 4 . 7 S LF E 9 4 5 . 2 94 4 . 7 94 5 . 1 S LF E 9 4 5 . 6 94 5 . 1 944.1S LFE 944.6944.1 943.8S LFE 944.3943.8 943.6S LFE 944.1943.6 943.3S LFE 943.8943.3 942.9 S LFE 943 . 4 942.9 94 2 . 4 S LF E 9 4 2 . 9 94 2 . 4 94 2 . 4 S LF E 9 4 2 . 9 94 2 . 4 94 2 . 1 SLF E 9 4 2 . 6 94 2 . 1 94 1 . 8 S LF E 9 4 2 . 3 94 1 . 8 94 1 . 7 S LF E 9 4 2 . 2 94 1 . 7 94 1 . 2 S LF E 9 4 1 . 7 94 1 . 2 94 1 . 6 S LF E 9 4 2 . 1 94 1 . 6 942 . 3 S LFE 9 4 2 . 8 94 2 . 3 942 . 7 S LFE 9 4 3 . 2 942 . 7 942 . 4 S LFE 9 4 2 . 9 942 . 4 942 . 1 S LFE 9 4 2 . 6 942 . 1 941. 9 S LFE 9 4 2 . 4 941. 9 941 . 9 S LFE 9 4 2 . 4 941 . 9 942 . 1 S LFE 9 4 2 . 6 942 . 1 94 2 . 3 S LF E 9 4 2 . 8 94 2 . 3 94 2 . 6 S LF E 9 4 3 . 1 94 2 . 6 94 2 . 9 S LF E 9 4 3 . 4 94 2 . 9 946.5S946.9S947.4S947.8S948.2S 944.3S 944.0S 943.7S 943.5S 943.2S 942.9 S 942 . 3 S LFE 9 4 2 . 8 942 . 3 94 2 . 9 SLF E 9 4 3 . 4 94 2 . 9 94 6 . 1 S LF E 9 4 6 . 6 94 6 . 1 94 0 . 7 94 0 . 4 939 . 9 939 . 5 939 . 1 938 . 8 939. 1 939.5 939.9 940.4 940.8 941.2 941.7 942.1 942.4 942.8 943.1 943.4 94 5 . 7 94 5 . 3 94 4 . 8 94 4 . 4 942.4 942.0 941.7 941.4 941.0 940.7 940.0 939.5 938 . 9 9 3 9 . 1 9 3 9 . 2 939.4 939.6 940.5 941.3 941.6 941.9 942.3 942.6 942.9 94 2 . 2 94 1 . 9 94 1 . 7 94 1 . 4 94 1 . 0 94 0 . 5 940. 3 940.0 939.7 939.3 939.0 938.7 938.5 939. 0 939 . 4 939 . 8 940. 1 940.4 940.8 941.1 941.0 941.3 941.6 941.9 942.3 942.6 942.9 940.7 940.4 940. 2 93 9 . 9 93 9 . 8 9 3 9 . 9 9 4 0 . 2 9 4 0 . 6 94 0 . 6 939.9 939.3 939.0 938.7 938.5 938.7 939.0 939. 3 939 . 6 940. 0 940.4 940.8 941.2 940 . 6 94 0 . 8 94 1 . 1 94 1 . 4 94 1 . 6 94 1 . 9 94 2 . 2 940.8 940 . 1 944.4944.8945.3945.7 939 . 0 940 . 0 94 1 . 8 94 1 . 6 945.9 946.8 943.7 94 3 . 6 94 4 . 0 943.6 5+00.00 90' VC (941.82) 941.85 LP 24+25.00 938.47 24+25.00 90' VC (938.30) 938.47 31+10.00 90' VC (943.44) 943.63 LP 4+79.19 938.15 HP 8+16.34 940.31 LP 9+80.00 939.47 4+80.00 90' VC (937.98) 938.15 8+15.00 90' VC (940.47) 940.31 9+80.00 90' VC (939.32) 939.47 0. 7 5 % 0. 7 5 % 0. 7 5 % 2. 5 0 % 2. 5 0 % 0. 7 4 % 0.7 2 % 0.7 4 % 0.70 % 0.7 0 % 0.70 % 0. 7 5 % 2. 0 0 % 2.00% 0.85%0.60% 0. 7 5 % EOF 939.0 EOF 940.0 EOF 938.8 EOF 939.7 948.6 947.4 946.2 945.2 944.2 943.6 943.3 939.84 G 938.38 G 939.21 G 939.95 93 6 . 2 93 7 . 0 93 8 . 0 93 9 . 2 94 0 . 3 94 1 . 9 94 2 . 8 94 4 . 0 94 4 . 5 94 5 . 4 94 6 . 1 94 7 . 3 94 9 . 0 95 0 . 5 93 8 . 5 93 8 . 5 938 . 5 938 . 5 938 . 5 938 . 5 938 . 5 938 . 5 938.5 938.5 938.5 937.0 93 7 . 0 93 7 . 0 937 . 0 937 . 0 937 . 0 937 . 0 93 7 . 0 93 7 . 0 93 7 . 0 94 3 . 8 938 . 5 941 . 6 94 1 . 6 941. 3 94 0 . 3 939.9 939.6 940.4 938.4 939.2 940.9 941.8 942.7 939.4 940.4 939.0 938.1 937.3 938. 3 9 3 8 . 8 938 . 8 937.3 937. 3 939.3 940.4 941.3 93 8 . 5 9 3 8 . 7 938 . 8 938 . 0 939 . 2 937. 8 938. 7 939.4 939.5 940.5 940.7 940.0 939.9 939.1 940.2 940.5 941.5 941.7 940.6 940.8 941.6 941.7 94 2 . 5 94 4 . 0 94 2 . 9 94 3 . 1 94 4 . 7 939.0 0.7 2 % 948.7 947.5 946.3 945.1 944.3 943.4 943.2 942.3 941.4 939.0 939.9 940.3 939.4 938.6 EOF 948.0 EOF 943.9 EOF 940.3 93 8 . 7 93 9 . 9 94 0 . 8 94 0 . 4 94 1 . 2 94 0 . 7 938.7 938.7 938.7 EOF 940.1 EOF 941.1 938.8 939.1 939.2 EOF 942.1 EOF 940.9 940.2 939.4 939.9 938.0 938.8 EOF 940.9 941.0 EOF 940.5 941.4 9 940.7 4 939.9 9 939 . 2 4 93 8 . 5 2 9 3 8 . 8 6 9 3 9 . 6 1 9 4 0 . 3 6 9 4 1 . 1 1 94 1 . 8 6 94 2 . 6 1 94 3 . 4 8 94 5 . 6 9 94 8 . 1 9 EOF 940.4 POND 2P BTM 920.5 OLE 930.5 HWL 933.6 POND 3P BTM 923.0 OLE 933.0 HWL 934.5 EOF 936.5 94 2 . 8 S LF E 9 4 3 . 3 94 2 . 8 937.7 940.793 5 . 5 EOF 940.5 G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G GGGGGGGGGG 9 3 9 . 6 7 946.25 945.24 944.38 943.53 942.68 941.85 941.22 940.62 940 . 0 2 9 3 9 . 3 8 94 1 . 6 0 94 0 . 7 1 93 9 . 9 9 939 . 2 7 93 8 . 5 6 93 8 . 1 8 93 8 . 8 7 93 9 . 6 2 940 . 2 9 939. 8 8 939 . 5 1 94 0 . 1 6 94 3 . 3 4 94 2 . 7 2 94 1 . 9 7 94 1 . 2 2 9 4 0 . 4 7 93 9 . 2 3 93 7 . 2 93 6 . 6 93 6 . 2 7.9 % 8.1 % 7.8 % 7.9 % 9.0% 9.0% 8.2% 7.8% 8.1% 8.0% 8.0% 8.3% 7.7% 7.7% 8.0% 7.9% 7.9% 5.0% 6.0% 6.2% 6.5% 6.7% 6.5% 6.4% 6.6% 6.6% 7.1% 7.7% 7.7% 8.0% 7.8% 5.2% 6.5% 7.9% 8.3% 8.3 % 8.3 % 8.2% 8.3% 7.7% 7.7% 8.2% 7.8% 7.9 % 8. 1 % 7. 9 % 8. 0 % 8. 1 % 8. 0 % 8.1 % 7.9% 8.0% 7.9% 6.7% 6.6 % 6.6% 6.6% 6.6% 7.2% 7.5% 7.0% 6.7 % 6.9 % 6.7 % 6.7% 6.9% 7.0% 7.2% 8.0% 7.7% 7.9% 8.0% 7.8% 7.9% 6.7% 8.1% 7.1 % 6 . 9 % 7. 1 % 7.7% 7.7% 7.6% 6.2% 6.7% 6.6% 6.5% 6.7% 6. 8 % 6. 7 % 6. 7 % 6. 6 % 6. 7 % 6. 5 % 6. 5 % 6. 4 % 6. 6 % 6. 0 % 6.1 % 8.6 % 8.3 % 8. 1 % 8. 2 % 8. 0 % 8. 1 % 8. 0 % 8. 0 % 8. 2 % 8. 1 % 8. 2 % 7.8% 942.3 942.9 943.2 943.5 943.9 944.2 944.5 944.9 945.2 945.8 946.8 947.8 949.0 950.2 943.0 943.4 943.7 944.1 944.4 942.5 942.1 941.7 941.2 940.9 940. 7 940 . 7 940 . 8 94 1 . 2 94 1 . 7 94 2 . 0 942.9 942.5 942.1 941. 8 941. 5 941. 1 940. 7 940.7 940.5 942.1 942.1 941.8 941. 4 941. 0 940 . 6 940. 4 940.0 941.1 941.2 941.3 941.6 940.7 941.1 94 1 . 8 9 4 1 . 8 9 4 1 . 6 9 4 1 . 4 94 1 . 4 941 . 4 941. 6 941.8 942.1 941 . 8 942.4 944.2 943.9 943.6 943.2 942.9 942.9 942.1 942.0 943.6 943.3 943.0 942.6 942.3 941.6 941.1 9 4 0 . 7 9 4 0 . 8 941.0 94 7 . 0 94 6 . 6 94 6 . 1 94 5 . 7 94 3 . 6 94 3 . 3 94 3 . 1 94 2 . 8 94 2 . 4 94 1 . 9 94 0 940 94 2 944 946 948 9 4 0 94 0 940 940 94 4 940 94 2 94494 6 940 942 932 934 936 938 922 938.7 938.7 93 4 93 4 93 6 93 8 92 4 92 6 92 8 93 0 93 4 93 6 93 8 93 2 93 4 93 6 93 8 92 2 92 4 92 6 92 8 93 0 922 92 4 92 6 92 8 92 2 92 4 926 92 8 93 0 932 93 4 93 6 924 926 928 930 932 934 936 94 0 934 936 93 8 926 928 93 0 932 93 8 93 8 932 934 936 938 940 942 9 3 8 9 3 8 9 4 2 9 4 0 94 0 94 2 94 4 94 6 94 8 94 6 94 4 94 4 9 4 2 9 4 0 94 0 942 942 94 2 94 2 94 0 94 0 94 0 94 2 942 94 0 94 0 94 2 94 4 94 4 94 2 94 2 940 9 4 0 9 4 2 94 4 946 944 942 94 2 942944 946 93 8 9 3 4 9 3 6 9 3 6 93 6 94 0 940 9 4 2 94 4 9 4 4 9 4 6 9 4 8 9 4 8 940 94 2 94 0 94 0 94 2 940 940 942 9 4 0 940 940 938 93 8 940940 94 2 94 0 9 4 0 940 94 0 94 2 9 4 2 9 4 2 94 4 944944946 94 0 93 8 94 0 93 8 932 93 4 936 94 0 940 94 0 93 8 EOF 932.9 G PROJECT NO. 24332 CAD FILE 12/23/2025 DATE REVISIONS DRAWN BY Da t e : Re g . N o . 2025-12-30 REV WETLAND BUFFER 29 9 9 W E S T C . R . 4 2 , S U I T E 1 0 0 BU R N S V I L L E , M N 5 5 3 0 6 PH O N E : 9 5 2 - 8 9 0 - 6 0 4 4 JB e n d e r @m n h i l l . c o m ww w . m n h i l l . c o m I h e r e b y c e r t i f y t h a t t h i s p l a n , sp e c i f i c a t i o n o r r e p o r t w a s p r e p a r e d by m e o r u n d e r m y d i r e c t s u p e r v i s i o n an d t h a t I a m a d u l y L i c e n s e d Pr o f e s s i o n a l E n g i n e e r u n d e r t h e l a w s of t h e S t a t e o f M i n n e s o t a . PRE L I M I N A R Y FA R M I N G T O N , M I N N E S O T A SA W Y E R G L E N N LE N N A R FO R 16 3 5 5 3 6 T H A V E S U I T E # 1 0 0 P L Y M O U N T H , M N 5 5 4 4 6 CTY 2026-03-02 REV PER CITY COMMENTS F: \ _ C i v i l 3 D P r o j e c t s \ 2 4 3 3 2 \ P R E - P L A T P L A N S \ 2 4 3 3 2 G . d w g - 3 / 0 2 / 2 0 2 6 0 8 : 2 1 A M 24332 G C4.2 GR A D I N G & D R A I N A G E P L A N Know what's below. before you dig.Call R SCALE IN FEET 0 50 100 Pa g e 1 2 5 o f 1 7 6 940 94 0 9 3 6 936 936 936 93 6 9 3 6 938 938 9 3 4 934 934 934 93 4 93 2 932 930 930 92 8 93 0 93 2 93 4 93 2 9 3 2 9 3 2 9 3 0 9 3 2 932 9 3 2 934 934 9 3 2 93 2 93 2 9 3 2 9 3 2 9 3 2 93 2 92 4 92 6 92 8 93 0 93 2 93 2 93 2 93 2 92 2 92 4 92 6 OH U OH U OH U OH U OH U OH U OH U X X X OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU >> > > > > > > > > > > > > > TV EOF 933.6 G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G ST-10 GW 929.0 ST-11 GW 928.1 WBF WB F WB F WB F WB F WB F WB F WB F WB F WBF WBF W B F WB F WB F WB F WB F WB F WB F WB F WB F WBF X X X X X X X X FE M A Z O N E A E RE G U L A T O R Y FL O O D W A Y FE M A ZO N E A E FEMA ZONE A FEMA ZONE A FEMA ZONE A EX FES IE 930.14 (21") EX FES IE 930.21 (21") EX OCS RE HIGH 933.59 RE LOW 932.86 IE 930.69 (21" W) EX FES IE 927.27 (30") EX FES IE 926.93 (30") EX FES IE 926.99 (30")EX FES IE 926.89 (30") EX OCS RE HIGH 933.25 RE LOW 932.76 IE 930.39 (21" W) EX FES IE 927.00 (84") EX FES IE 926.82 (84") EX FES BOX (5' H x 8' W) IE 926.57 EX FES BOX (5' H x 8' W) IE 926.48 EX FES BOX (5' H x 8' W) IE 926.24 EX FES BOX (5' H x 8' W) IE 926.34 EX WATER LEVEL ±930.4 (10/28/25) 131415 16 17 18 19 20 21 22 23 24 1 2 0+ 0 0 7 8 9 7 8 9 10 10 11 12 OUTLOT B OUTLOT C 6 7 21 1 T H S T FA I R F I E L D D R FEN W A Y L N >>>>>>> > > > > > > > > > > > > > > > > 94 2 . 6 S LF E 9 4 3 . 1 94 2 . 6 94 2 . 6 S LF E 9 4 3 . 1 94 2 . 6 94 2 . 6 S LF E 9 4 3 . 1 94 2 . 6 94 2 . 3 S LF E 9 4 2 . 8 94 2 . 3 LFE 9 4 2 . 4 94 1 . 9 94 3 . 0 S LF E 9 4 3 . 5 94 3 . 4 S LF E 9 4 3 . 9 94 3 . 4 94 3 . 8 S LF E 9 4 4 . 3 94 3 . 8 942.5 S LFE 9 4 3 . 0 942.5 942. 2 S LFE 9 4 2 . 7 941. 7 S 94 1 . 3 94 0 . 7 94 0 . 4 939 . 9 939 . 5 939 . 1 940.4 940.8 941.1 940.4 940.8 941.2 94 1 . 8 94 1 . 6 HP 18+60.00 942.37 LP 24+25.00 938.47 LP 13+15.58 938.68 13+00.00 150' VC (938.34) 938.69 18+60.00 90' VC (942.54) 942.37 (938.30) 938.47 0. 7 5 % 0.75% 0. 7 5 % 0. 7 5 % 1.14% EOF 938.8 94 2 . 6 94 0 . 6 93 7 . 0 93 7 . 0 937 . 0 937 . 0 940.4 941.3 0.7 2 % 938.7 938.7 938.7 938.7 938.7 939.48 938.69 939.09 939.84 940.59 941. 3 4 9 4 2 . 0 9 94 2 . 2 4 941.4 9 940.7 4 939.9 9 939 . 2 4 93 8 . 5 2 936.0 936.0 935.7935.7 939.1 935.7 939.5 935.0 939.9 935.8 934.0 934.0 POND 1P BTM 921.0 OLE 931.0 HWL 937.7 POND 2P BTM 920.5 OLE 930.5 HWL 933.6 929.3 G G G G G G G GG G G 94 1 . 6 0 94 0 . 7 1 93 9 . 9 9 FEMA FLOOD STORAGE BTM 929.0 FEMA FLOOD STORAGE BTM 929.0 FEMA FLOOD STORAGE BTM 929.0 7.9 % 8.1 % 7.8 % 7.9 % 5.2% 6.5% 7.9% 8.3% 6.9% 7.0% 7.2% 94 1 . 2 94 1 . 7 94 2 . 0 942.9 942.5 942.1 942.1 941.8 941. 4 EOF 938.2 938.7 EOF 938.2 940 940 942 9 4 2 932 934 936 938 940 922 924 926 928 930 938.7 93 4 93 6 93 8 93 2 93 4 93 6 93 8 92 2 92 4 92 6 92 8 93 0 930 932 930932934 93 0 93 2 930 932 93 0 93 2 930932 93 0 93 2 93 0 93 2 934 936 938 932 934 936 938 93 0 93 2 93 4 930 93 2 93 4 92 4 92 6 92 8 93 0 92 2 92 4 92 2 92 4 92 6 92 8 93 0 93 2 93 4 93 6 938 934 936 938 94 0 94 0 942 942 94 2 94 2 94 2 934 9 3 4 9 3 6 93 8 940 9 4 2 94 2 94 0 93 8 EOF 938.9 EOF 938.6 EOF 933.6 934.6 934.6 934.6 934.6 934.5 934.6 POND 4P HWL 931.0 B-B HWL 933.2 DUAL CULVERTS SERVE AS EOF 929.3 936 938 932 940 45 ' PROJECT NO. 24332 CAD FILE 12/23/2025 DATE REVISIONS DRAWN BY Da t e : Re g . N o . 2025-12-30 REV WETLAND BUFFER 29 9 9 W E S T C . R . 4 2 , S U I T E 1 0 0 BU R N S V I L L E , M N 5 5 3 0 6 PH O N E : 9 5 2 - 8 9 0 - 6 0 4 4 JB e n d e r @m n h i l l . c o m ww w . m n h i l l . c o m I h e r e b y c e r t i f y t h a t t h i s p l a n , sp e c i f i c a t i o n o r r e p o r t w a s p r e p a r e d by m e o r u n d e r m y d i r e c t s u p e r v i s i o n an d t h a t I a m a d u l y L i c e n s e d Pr o f e s s i o n a l E n g i n e e r u n d e r t h e l a w s of t h e S t a t e o f M i n n e s o t a . PRE L I M I N A R Y FA R M I N G T O N , M I N N E S O T A SA W Y E R G L E N N LE N N A R FO R 16 3 5 5 3 6 T H A V E S U I T E # 1 0 0 P L Y M O U N T H , M N 5 5 4 4 6 CTY 2026-03-02 REV PER CITY COMMENTS F: \ _ C i v i l 3 D P r o j e c t s \ 2 4 3 3 2 \ P R E - P L A T P L A N S \ 2 4 3 3 2 G . d w g - 3 / 0 2 / 2 0 2 6 0 8 : 2 1 A M 24332 G C4.3 GR A D I N G & D R A I N A G E P L A N Know what's below. before you dig.Call R SCALE IN FEET 0 50 100 Pa g e 1 2 6 o f 1 7 6 944 94 4 940 940 940 940 940 940 940 9 4 0 9 3 6 936 936 93 6 936 936 93 8 93 8 938 9 3 8 93 8 93 8 93 8 942 94 2 94 2 9 4 2 94 2 942 94 2 934 934 934 934 9 3 4 9 3 4 934 93 4 92 8 93 0 93 2 93 4 92 2 92 4 92 6 OHU OHU OHU OHU I I I I I I I I I I I G G G G G G SS > > > X X XXXXXXXXXXXXXXXX X X X X X X X X XXXXX FEMA ZONE A EX SSMH RE 940.96 IE 918.69 (W) IE 917.94 (E) EX SSMH RE 942.30 IE 916.15 (W) IE 916.05 (S) 8" PVC PLUG IE 916.01 8" PVC PLUG IE 918.99 8" PVC SDR 268" PVC SDR 26 8" PVC C-900 BM #1 TNH=942.29 1234567891011121314 0+00 211TH ST >>>>>>>>>>>>>>>>>>> HP 8+95.64 942.36 LP 13+15.58 938.68 LP 4+32.87 940.27 4+00.00 150' VC (940.00) 940.33 9+25.00 150' VC (942.62) 942.32 13+00.00 150' VC (938.34) 938.69 0.75% 0.50%1.14%0.50% 1.14% 1.28% 940.33940.50941.00941.50942.00942.36941.77940.62 939.48 938.69 939.09 938.6 938.5 938.7 938.1 939.1 937.6 939.4 936.6 939.7 936.6 939.6 935.7 939.0 936.1 938.3 935.9937.1 935.3936.0 936.0 935.7935.7 939.1 935.7 939.5 935.0 940 940 940 942942 934 936 938 940 942940 938 EOF 938.9 EOF 938.6 TEMPORARY GRADING EASEMENT 70 ' R/ W 50 ' 10 ' 10 ' 55 ' 45 ' PROJECT NO. 24332 CAD FILE 12/23/2025 DATE REVISIONS DRAWN BY Da t e : Re g . N o . 2025-12-30 REV WETLAND BUFFER 29 9 9 W E S T C . R . 4 2 , S U I T E 1 0 0 BU R N S V I L L E , M N 5 5 3 0 6 PH O N E : 9 5 2 - 8 9 0 - 6 0 4 4 JB e n d e r @m n h i l l . c o m ww w . m n h i l l . c o m I h e r e b y c e r t i f y t h a t t h i s p l a n , sp e c i f i c a t i o n o r r e p o r t w a s p r e p a r e d by m e o r u n d e r m y d i r e c t s u p e r v i s i o n an d t h a t I a m a d u l y L i c e n s e d Pr o f e s s i o n a l E n g i n e e r u n d e r t h e l a w s of t h e S t a t e o f M i n n e s o t a . PRE L I M I N A R Y FA R M I N G T O N , M I N N E S O T A SA W Y E R G L E N N LE N N A R FO R 16 3 5 5 3 6 T H A V E S U I T E # 1 0 0 P L Y M O U N T H , M N 5 5 4 4 6 CTY 2026-03-02 REV PER CITY COMMENTS F: \ _ C i v i l 3 D P r o j e c t s \ 2 4 3 3 2 \ P R E - P L A T P L A N S \ 2 4 3 3 2 G . d w g - 3 / 0 2 / 2 0 2 6 0 8 : 2 2 A M 24332 G C4.4 GR A D I N G & D R A I N A G E P L A N Know what's below. before you dig.Call R SCALE IN FEET 0 50 100 Pa g e 1 2 7 o f 1 7 6 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X I I I I I I I I I I I > > > > > > > > >> > > >>>>> > > > > > TV S > S TV T V TVTV D S D D D D EOF 938.7 EOF 938.7 EOF 933.6 > ST-9 GW 922.5 ST-1 ST-2 GW 934.8 ST-3 ST-4 ST-5 ST-6 GW 928.9 ST-7 GW 927.4 ST-8 GW 928.5 ST-10 ST-11 GW 928.1 ST-12 GW 925.3 WB F W B F W B F WBFWBF WB F WB F WB F D X X X X X X X FE M A Z O N E A E RE G U L A T O R Y FL O O D W A Y ZO N E A E FEMA ZONE A BM #2 TNH=949.18 EOF 932.9 950 960 970 980 950 95 0 950 960 960 960 970 970 97 0 952 952 9 5 4 954 954 954 954 954 9 5 4 954 954 9 5 4 956 956 9 5 6 956 956 958 958958 958 962 96 2 964 964 966 966 968 968 9 7 2 972 972 972 9 7 2 9 7 2 972 9 7 4 974 974 97 6 9 7 6 97 8 944 946 948 950 952 950 950 950 950 950 9 5 0 95 0 950 950 944 944 94 4 944 94 4 944 94 4 94 4 944 94 6 946 946 94 6 946 946 948 946 946 9 4 6 94 8 9 4 8 948 94 8 948 948 948 948 9 4 8 9 4 8 952 952 952 95 2 952 952 952 952 952 952 936 938 94 0 94 2 940 940 940 940 942 94 0 9 4 0 940 940 940 940 940 940 936 936 936 93 6 9 3 6 93 6 936 9 3 6 938 938 938 9 3 8 938 938 9 3 8 938 93 8 938 93 8 93 8 93 8 942 942 94 2 942 94 6 94 0 942 94 2 942 9 3 4 9 3 6 934 9 3 4 934934 9 3 4 93 4 934 934 934 9 3 4 934 932 93 2 932 92 8 93 0 93 2 93 6 936 93 8 9 3 6 954 948 9 4 8 93 6 932 9 3 2 934 934 932 934 9 3 4 9 3 6 932 9 3 2 934 93 2 93 2 9 3 2 92 2 92 4 92 6 92 8 93 0 93 2 93 2 934 934 9 3 6 94 0 92 2 92 4 9 2 6 19 20 21 22 23 24 2 5 2 6 2 7 2 8 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 50+50 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 0+ 0 0 17 + 3 3 1 2 3 4 5 6 7 8 9 0+00 9 + 1 6 0 1234567 8 9 10 11 12 13 14 1 5 16 16 + 2 9 1 23 4 56 8 7 123456789101112131415161718192021222324 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 1 2 3 4 1 2 3 4 5 6789101112131415 16 17 18 19 20 2122232425 1 2 3 4 5 6 7 89101112 13 14 15 16 17 18 19 20 21 22 23 24 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 1 2 3 4 5 6 7 8 9 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 53 52 OUTLOT B OUTLOT A OUTLOT D OUTLOT C OU T L O T B 1 8 6 7 21 1 T H S T FE N W A Y L N 208TH ST 208TH ST FA I R F I E L D D R FAIR F I E L D D R FA I R F I E L D D R 20 9 T H S T 209TH ST FLAXTON LN FLA X T O N L N FEN W A Y L N FE N W A Y L N > > >> > > > > > > > >>>> > > > > > > > > > > > >>> > > > > >> > >>>> > > >>>> > > > > > > > > > > > > > > > > > > > > > > >> > > > > > > > DITCH 934.7 EG 945.8 PG 949.8 DITCH 939.2 EG 948.6 PG 951.2 DITCH 935.5 EG 943.8 PG 945.4 DITCH 938.7 EG 939.7 PG 941.3 DITCH 936.7 EG 955.8 PG 946.1 DITCH 942.3 EG 943.6 PG 942.3 DITCH 932.0 EG 935.3 PG 941.3 DITCH 931.0 EG 933.9 PG 931.0 DITCH 944.2 EG 968.6 PG 954.8 94 0 95 0 960 970 94 0 9 4 0 95 0 95 0 96 0 940 950 STORM SEWER TO BE INSTALLED WITH TEMPORARY DITCH. REFER TO STORM SEWER PLAN. TEMPORARY 48" STORM OUTLET TO TEMPORARY DITCH PLUG WEST INVERT. PROJECT NO. 24332 CAD FILE 12/23/2025 DATE REVISIONS DRAWN BY Da t e : Re g . N o . 2025-12-30 REV WETLAND BUFFER 29 9 9 W E S T C . R . 4 2 , S U I T E 1 0 0 BU R N S V I L L E , M N 5 5 3 0 6 PH O N E : 9 5 2 - 8 9 0 - 6 0 4 4 JB e n d e r @m n h i l l . c o m ww w . m n h i l l . c o m I h e r e b y c e r t i f y t h a t t h i s p l a n , sp e c i f i c a t i o n o r r e p o r t w a s p r e p a r e d by m e o r u n d e r m y d i r e c t s u p e r v i s i o n an d t h a t I a m a d u l y L i c e n s e d Pr o f e s s i o n a l E n g i n e e r u n d e r t h e l a w s of t h e S t a t e o f M i n n e s o t a . PRE L I M I N A R Y FA R M I N G T O N , M I N N E S O T A SA W Y E R G L E N N LE N N A R FO R 16 3 5 5 3 6 T H A V E S U I T E # 1 0 0 P L Y M O U N T H , M N 5 5 4 4 6 CTY 2026-03-02 REV PER CITY COMMENTS F: \ _ C i v i l 3 D P r o j e c t s \ 2 4 3 3 2 \ P R E - P L A T P L A N S \ 2 4 3 3 2 D I T C H . d w g - 3 / 0 2 / 2 0 2 6 0 8 : 2 2 A M 24332 DITCH C4.5 TE M P O R A R Y D I T C H P L A N LEGEND Know what's below. before you dig.Call R EXISTING TELEPHONE BOX EXISTING ELECTRIC TRANSFORMER BOX EXISTING TREELINE/TREES > I EXISTING STORM SEWER EXISTING SANITARY SEWER EXISTING WATERMAIN > I S EXISTING POWER POLE EXISTING CURB & GUTTER EXISTING FENCEXXXX EXISTING ASPHALT EXISTING CONCRETE EXISTING RETAINING WALL SB-1 G G G EXISTING UNDERGROUND GAS EXISTING TELEVISION BOX EXISTING CONTOUR923 EXISTING WETLAND EDGE EXISTING WETLAND EXISTING SOIL BORING LOCATION AC EXISTING AIR CONDITIONER EXISTING CLEANOUT EXISTING CURB STOP EXISTING ELECTRIC OUTLET POST EXISTING GAS METER EXISTING GAS VALVE EXISTING GUY WIRE EXISTING LIGHT POLE EXISTING MAILBOX EXISTING SIGN E EXISTING OVERHEAD POWEROHPOHPOHP EXISTING OVERHEAD UTILITYOHUOHUOHU T TV PROPOSED TEMP DITCH CONTOUR923 PROPOSED CONCRETE PROPOSED ASPHALT SURFACE PROPOSED SEDIMENT BASIN >>>>>>PROPOSED DRAINTILE >>>>>>>>>>PROPOSED PERFORATED DRAINTILE>>>>>>>>>> >>>>>> PROPOSED WATERMAINII PROPOSED SANITARY SEWER PROPOSED STORM SEWER>> PROPOSED CURB & GUTTER PROPOSED SANITARY SERVICE PROPOSED WATER SERVICE PROPOSED RETAINING WALL EOF PROPOSED EMERGENCY OVERFLOW PROPOSED GRADING LIMITS PROPOSED AQUATIC BENCH SCALE IN FEET 0 100 200 PROPOSED WETLAND FILL BENCHMARKS #1 TNH AT NW QUAD 211TH ST W & FLAGSTONE WAY ELEV=942.29 #2 TNH NORTH OF 208TH ST W & 130' FROM WEST STREET END ELEV=949.18 PROPOSED CONTOUR923 PROPOSED DITCH CHECK - POST GRADING/UTILITY CONSTRUCTION PROPOSED EROSION CONTROL BLANKET Pa g e 1 2 8 o f 1 7 6 OH U OH U X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU I I I I I I I I I I >> > > > > > > > > >>> > > > > TV S S TV T V TVTV TV D S D D D D EOF 938.7 EOF 938.7 EOF 933.6 G G G G G G G G G G G G G G G G G G ST-9 GW 922.5 ST-1 ST-2 GW 934.8 ST-3 ST-4 ST-5 ST-6 GW 928.9 ST-7 GW 927.4 ST-8 GW 928.5 ST-10 GW 929.0 ST-11 GW 928.1 ST-12 GW 925.3 W B F W B F WBF WB F WB F WB F WB F WB F W B F WB F WB F WBF D SS XXXXXX X X X X X X FE M A Z O N E A E RE G U L A T O R Y FL O O D W A Y FE M A ZO N E A E FEMA ZONE A FEMA ZONE A FEMA ZONE A BM #1 TNH=942.29 BM #2 TNH=949.18 EOF 932.9 95 0 960 970 980 950 95 0 950 950 960 960 960 960 960 96 0 960 960 960 960 960 96 0 96 0 96 0 9 6 0 970 970 97 0 98 0 952 95 2 952 952 9 5 4 954 954 954 954 954 954 9 5 4 954 954 954 954 9 5 4 9 5 4 9 5 4 954 954 954 95 4 956 956 9 5 6 956 956 956 9 5 6 956 956 956 9 5 6 956 9 5 6 95 6 956 956 956 958 958958 958 958 958 958 95 8 958 9 5 8 958 9 5 8 95 8 95 8 962 96 2 9 6 2 964 964 964 966 966 966 9 6 6 968 968 9 6 8 9 7 2 972 972 972 9 7 2 9 7 2 972 97 2 9 7 4 974 974 974 97 6 9 7 6 97 8 944 946 948 950952 950 950 950 950 950 9 5 0 95 0 950 950 950 950 9 5 0 9 5 0 950 950 944 944 944 94 4 944 94 4 944 94 4 94 4 944 944 944 944 94 4 94 4 94 4 9 4 4 94 6 946 946 94 6 946 946 948 946 946 9 4 6 9 4 6 946 9 4 6 946 9 4 6 946 94 8 9 4 8 948 94 8 948 948 948 948 9 4 8 9 4 8 948 94 8 948 948 952 952 952 95 2 952 952 952 9 5 2 95 2 95 2 952 952 95 2 952 952 952 9 5 2 936 938 94 0 94 2 940 940 940940 940 940 94 0 940 94 0 940 940 940 942 94 0 9 4 0 940 940 940 940 940 940 940 940 940 940 9 4 0 936 936 936 936 936 9 3 6 936 936 936 93 6 936 9 3 6 936 93 6 9 3 6 93 6 936 9 3 6 936 936 93 6 936 936 938 938 93 8 938 938 938 938 938 938 9 3 8 938 938 9 3 8 938 938 9 3 8 938 93 8 938 93 8 93 8 93 8 938 9 3 8 93 8 93 8 93 8 942 942 942 94 2 942 94 2 942 94 6 94 0 942 94 2 942 942 942 942 942 94 2 94 2 9 4 2 94 2 942 94 2 942 9 3 4 9 3 6 934 9 3 4 934934 9 3 4 93 4 9 3 4 934 934 934 934 934 934 934 9 3 4 9 3 4 934 93 4 934 934 934 9 3 4 934 932 93 2 932 930 930 92 8 93 0 93 2 93 4 93 6 936 93 8 9 3 6 954 948 9 4 8 948 93 6 932 9 3 2 9 3 2 9 3 0 9 3 2 932 9 3 2 934 934 932 934 9 3 4 9 3 6 932 9 3 2 934 93 2 93 2 9 3 2 9 3 2 9 3 2 93 2 92 2 92 4 92 6 92 8 93 0 93 2 93 2 934 934 9 3 6 94 0 93 2 93 2 92 2 92 4 92 6 12345678910111213141516 17 18 19 20 21 22 23 24 2 5 2 6 2 7 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 0+00 50+50 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 0+ 0 0 17 + 3 3 1 2 3 4 5 6 7 8 9 0+00 9 + 1 6 012345678 9 10 11 12 13 14 1 5 16 16 + 2 9 1 23 4 56 8 7 123456789101112131415161718192021222324 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 1 2 3 4 1 2 3 4 5 6789101112131415 16 17 18 19 20 2122232425 1 2 3 4 5 6 7 89101112 13 14 15 16 17 18 19 20 21 22 23 24 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 1 2 3 4 5 6 7 8 9 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 53 52 OUTLOT B OUTLOT A OUTLOT D OUTLOT C OU T L O T B 1 8 6 7 21 1 T H S T FE N W A Y L N 208TH ST 208TH ST FA I R F I E L D D R FAIR F I E L D D R FA I R F I E L D D R 20 9 T H S T 209TH ST FLAXTON LN FLA X T O N L N 211TH ST FEN W A Y L N FE N W A Y L N >>>>> > > > > > > > > > >>> > > > > > > > > >> > >> > > > > > > > > > > > > > > > > > > > > > PROJECT NO. 24332 CAD FILE 12/23/2025 DATE REVISIONS DRAWN BY Da t e : Re g . N o . 2025-12-30 REV WETLAND BUFFER 29 9 9 W E S T C . R . 4 2 , S U I T E 1 0 0 BU R N S V I L L E , M N 5 5 3 0 6 PH O N E : 9 5 2 - 8 9 0 - 6 0 4 4 JB e n d e r @m n h i l l . c o m ww w . m n h i l l . c o m I h e r e b y c e r t i f y t h a t t h i s p l a n , sp e c i f i c a t i o n o r r e p o r t w a s p r e p a r e d by m e o r u n d e r m y d i r e c t s u p e r v i s i o n an d t h a t I a m a d u l y L i c e n s e d Pr o f e s s i o n a l E n g i n e e r u n d e r t h e l a w s of t h e S t a t e o f M i n n e s o t a . PRE L I M I N A R Y FA R M I N G T O N , M I N N E S O T A SA W Y E R G L E N N LE N N A R FO R 16 3 5 5 3 6 T H A V E S U I T E # 1 0 0 P L Y M O U N T H , M N 5 5 4 4 6 CTY 2026-03-02 REV PER CITY COMMENTS F: \ _ C i v i l 3 D P r o j e c t s \ 2 4 3 3 2 \ P R E - P L A T P L A N S \ 2 4 3 3 2 W T L D . d w g - 3 / 0 2 / 2 0 2 6 0 8 : 2 2 A M Know what's below. before you dig.Call R SCALE IN FEET 0 150 300 PROPOSED WETLAND IMPACT TABULATION ŽSFž WETLAND 1 1,473 WETLAND 2 5,922 WETLAND 3 57,861 WETLAND 4 0 TOTAL WETLAND IMPACT 65,256 PROPOSED WETLAND BUFFER TABULATION ŽSFž REQUIRED BUFFER PROPOSED BUFFER (25' AVG, 16.5' MIN) WETLAND 1 N/A N/A WETLAND 2 N/A N/A WETLAND 3 15,704 15,704 WETLAND 4 10,204 11,885 24332 WTLD C4.6 WE T L A N D I M P A C T P L A N LEGEND PROPOSED WETLAND FILL EXISTING WETLAND EDGE WETLAND 4 0 SF IMPACT WETLAND 3 57,861 SF IMPACT WETLAND 2 5,922 SF IMPACT WETLAND 1 1,473 SF IMPACT 100' VRWJPO PRINCIPAL CONNECTOR BUFFER FROM OHW 50' MN BUFFER LAW BUFFER FROM OHW WB F WB F PROPOSED WETLAND BUFFER 25' (TYP) 1 6 . 5 ' M I N 25' 33.8'45.8' 25' Pa g e 1 2 9 o f 1 7 6 OH U OH U OH U OH U OH U OH U OH U X X X OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU >> > > > > > > > > > > > > > TV EOF 933.6 G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G ST-10 GW 929.0 ST-11 GW 928.1 WBF WB F WB F WB F WB F WB F WB F WB F WB F WBF WBF W B F WB F WB F WB F WB F WB F WB F WB F WB F WBF X X X X X X X X X X X X FE M A Z O N E A E RE G U L A T O R Y FL O O D W A Y FE M A ZO N E A E FEMA ZONE A FEMA ZONE A FEMA ZONE A EX FES IE 930.14 (21") EX FES IE 930.21 (21") EX OCS RE HIGH 933.59 RE LOW 932.86 IE 930.69 (21" W) EX FES IE 927.27 (30") EX FES IE 926.93 (30") EX FES IE 926.99 (30")EX FES IE 926.89 (30") EX OCS RE HIGH 933.25 RE LOW 932.76 IE 930.39 (21" W) EX FES IE 927.00 (84") EX FES IE 926.82 (84") EX FES BOX (5' H x 8' W) IE 926.57 EX FES BOX (5' H x 8' W) IE 926.48 EX FES BOX EX WATER LEVEL ±930.4 (10/28/25) 940 9 3 6 936 936 936 93 6 9 3 6 938 938 938 93 8 9 3 4 934 934 934 93 4 932 93 2 932 930 930 92 8 93 0 93 2 93 4 93 2 9 3 2 9 3 2 9 3 0 9 3 2 932 9 3 2 934 934 9 3 2 93 2 93 2 9 3 2 9 3 2 9 3 2 93 2 92 2 92 4 92 6 92 8 93 0 93 2 93 2 93 2 93 2 92 2 92 4 9 2 6 131415 16 17 18 19 20 21 22 23 24 2 5 1 2 3 0+ 0 0 5 6 7 8 9 5 6 7 8 9 10 10 11 12 13 14 15 OUTLOT B OUTLOT C 6 7 21 1 T H S T FA I R F I E L D D R FEN W A Y L N >>>>>>> > > > > > > > > > > > > > > > > > > 94 2 . 6 S LF E 9 4 3 . 1 94 2 . 6 94 2 . 6 S LF E 9 4 3 . 1 94 2 . 6 94 2 . 6 S LF E 9 4 3 . 1 94 2 . 6 94 2 . 3 S LF E 9 4 2 . 8 94 2 . 3 941 . 9 S LFE 9 4 2 . 4 94 1 . 9 941 . 5 S LFE 9 4 2 . 0 941 . 5 942 . 3 S 94 2 . 6 S LF E 9 4 3 . 1 94 2 . 6 94 3 . 0 S LF E 9 4 3 . 5 94 3 . 0 94 3 . 4 S LF E 9 4 3 . 9 94 3 . 4 94 3 . 8 S LF E 9 4 4 . 3 94 3 . 8 942.5 S LFE 9 4 3 . 0 942.5 942. 2 S LFE 9 4 2 . 7 942. 2 941. 7 S LFE 9 4 2 . 2 941. 7 94 1 . 3 S LF E 9 4 1 . 8 94 1 . 3 94 1 . 2 S LF E 9 4 1 . 7 94 1 . 2 9 4 1 . 2 S 94 0 . 7 94 0 . 4 939 . 9 939 . 5 939 . 1 938 . 8 939. 1 939. 8 940. 1 940.4 940.8 941.1 939. 6 940. 0 940.4 940.8 941.2 94 1 . 8 94 1 . 6 HP 18+60.00 942.37 LP 24+25.00 938.47 LP 13+15.58 938.68 13+00.00 150' VC (938.34) 938.69 18+60.00 90' VC (942.54) 942.37 24+25.00 90' VC (938.30) 938.47 0. 7 5 % 0. 7 5 % 0.75% 0. 7 5 % 0. 7 5 % 1.14% EOF 938.8 EOF 939.7 94 2 . 6 94 0 . 6 93 7 . 0 93 7 . 0 937 . 0 937 . 0 937 . 0 937 . 0 939.3 940.4 941.3 938 . 8 938 . 0 939 . 2 0.7 2 % 938.7 938.7 938.7 938.7 938.7 938.69 939.09 939.84 940.59 941. 3 4 9 4 2 . 0 9 94 2 . 2 4 941.4 9 940.7 4 939.9 9 939 . 2 4 93 8 . 5 2 9 3 8 . 8 6 936.0 936.0 935.7935.7 939.1 935.7 939.5 935.0 939.9 935.8 934.0 934.0 POND 1P BTM 921.0 OLE 931.0 HWL 937.7 POND 2P BTM 920.5 OLE 930.5 HWL 933.6 929.3 G G G G G G G G G G G G G G G G G 94 1 . 6 0 94 0 . 7 1 93 9 . 9 9 939 . 2 7 FEMA FLOOD STORAGE BTM 929.0 FEMA FLOOD STORAGE BTM 929.0 FEMA FLOOD STORAGE BTM 929.0 7.9 % 8.1 % 7.8 % 7.9 % 9.0% 9.0% 5.2% 6.5% 7.9% 8.3% 8.3 % 6.7 % 6.7% 6.9% 7.0% 7.2% 940 . 7 940 . 8 94 1 . 2 94 1 . 7 94 2 . 0 942.9 942.5 942.1 941. 8 942.1 942.1 941.8 941. 4 941. 0 940 . 6 EOF 938.2 938.7 EOF 938.2 940 940 942 9 4 2 94 0 932 934 936 938 940 922 924 926 928 930 938.7 93 4 93 6 93 8 93 2 93 4 93 6 93 8 92 2 92 4 92 6 92 8 93 0 930 932 930932934 93 0 93 2 930 932 93 0 93 2 930932 93 0 93 2 93 0 93 2 934 936 938 932 934 936 938 93 4 93 6 93 6 93 8 92 4 92 6 92 8 93 0 93 0 93 2 93 4 930 93 2 93 4 92 4 92 6 92 8 93 0 92 2 92 4 922 92 4 926 92 8 92 2 92 4 92 6 92 8 93 0 93 2 93 4 93 6 938 934 936 938 94 0 94 0 942 942 94 2 94 2 94 2 934 9 3 4 9 3 6 93 8 940 9 4 2 93 8 940940 94 2 94 0 93 8 94 0 932 93 4 936 EOF 938.9 EOF 938.6 EOF 933.6 934.6 934.6 934.6 934.6 934.5 934.6 POND 4P HWL 931.0 B-B HWL 933.2 DUAL CULVERTS SERVE AS EOF 929.3 936 938 932 940 ESTIMATED FLOODPLAIN ELEVATION 933.0 ANTICIPATED AREA OF FLOODPLAIN FILL BELOW 933.0 ELEV (TYP) 899 CY OF FILL BELOW 933.0 ELEV PROPOSED AREA OF CUT FOR FLOODPLAIN MITIGATION (TYP) 24,180 CY OF CUT BELOW 933.0 ELEV ESTIMATED FLOODPLAIN ELEVATION 933.0 ESTIMATED FLOODPLAIN ELEVATION 933.0 PROJECT NO. 24332 CAD FILE 12/23/2025 DATE REVISIONS DRAWN BY Da t e : Re g . N o . 2025-12-30 REV WETLAND BUFFER 29 9 9 W E S T C . R . 4 2 , S U I T E 1 0 0 BU R N S V I L L E , M N 5 5 3 0 6 PH O N E : 9 5 2 - 8 9 0 - 6 0 4 4 JB e n d e r @m n h i l l . c o m ww w . m n h i l l . c o m I h e r e b y c e r t i f y t h a t t h i s p l a n , sp e c i f i c a t i o n o r r e p o r t w a s p r e p a r e d by m e o r u n d e r m y d i r e c t s u p e r v i s i o n an d t h a t I a m a d u l y L i c e n s e d Pr o f e s s i o n a l E n g i n e e r u n d e r t h e l a w s of t h e S t a t e o f M i n n e s o t a . PRE L I M I N A R Y FA R M I N G T O N , M I N N E S O T A SA W Y E R G L E N N LE N N A R FO R 16 3 5 5 3 6 T H A V E S U I T E # 1 0 0 P L Y M O U N T H , M N 5 5 4 4 6 CTY 2026-03-02 REV PER CITY COMMENTS F: \ _ C i v i l 3 D P r o j e c t s \ 2 4 3 3 2 \ P R E - P L A T P L A N S \ 2 4 3 3 2 F L O O D . d w g - 3 / 0 2 / 2 0 2 6 0 8 : 2 3 A M 24332 FLOOD C4.7 FE M A F L O O D P L A I N M I T I G A T I O N Know what's below. before you dig.Call R SCALE IN FEET 0 50 100 Pa g e 1 3 0 o f 1 7 6 OH U OH U X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU I I I I I I I I I I >> > > > > > > > > >>> > > > > TV S S TV T V TVTV TV D S G G G G G G G G G G G G G G G G G G W B F W B F WBF WB F WB F WB F WB F WB F W B F WB F WB F WBF D SS XXXXXX X X X X X X FE M A Z O N E A E RE G U L A T O R Y FL O O D W A Y FE M A ZO N E A E FEMA ZONE A FEMA ZONE A FEMA ZONE A BM #1 TNH=942.29 BM #2 TNH=949.18 12345678910111213141516 17 18 19 20 21 22 23 24 2 5 2 6 2 7 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 0+00 50+50 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 0+ 0 0 17 + 3 3 1 2 3 4 5 6 7 8 9 0+00 9 + 1 6 012345678 9 10 11 12 13 14 1 5 16 16 + 2 9 1 23 4 56 8 7 123456789101112131415161718192021222324 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 1 2 3 4 1 2 3 4 5 6789101112131415 16 17 18 19 20 2122232425 1 2 3 4 5 6 7 89101112 13 14 15 16 17 18 19 20 21 22 23 24 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 1 2 3 4 5 6 7 8 9 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 53 52 OUTLOT B OUTLOT A OUTLOT D OUTLOT C OU T L O T B 1 8 6 7 21 1 T H S T FE N W A Y L N 208TH ST 208TH ST FA I R F I E L D D R FAIR F I E L D D R FA I R F I E L D D R 20 9 T H S T 209TH ST FLAXTON LN FLA X T O N L N 211TH ST FEN W A Y L N FE N W A Y L N I I I I I I IIIII I I I I I I I I I I I I I I I I I I I I I IIIIIIII I I I I I I I I I I I I I I I I I I I I I I I >>>>> > > > > > > > > > >>> > > > > > > > > >> > >> > > > > > > > > > > > > > > > > > > > > > PROJECT NO. 24332 CAD FILE 12/23/2025 DATE REVISIONS DRAWN BY Da t e : Re g . N o . 2025-12-30 REV WETLAND BUFFER 29 9 9 W E S T C . R . 4 2 , S U I T E 1 0 0 BU R N S V I L L E , M N 5 5 3 0 6 PH O N E : 9 5 2 - 8 9 0 - 6 0 4 4 JB e n d e r @m n h i l l . c o m ww w . m n h i l l . c o m I h e r e b y c e r t i f y t h a t t h i s p l a n , sp e c i f i c a t i o n o r r e p o r t w a s p r e p a r e d by m e o r u n d e r m y d i r e c t s u p e r v i s i o n an d t h a t I a m a d u l y L i c e n s e d Pr o f e s s i o n a l E n g i n e e r u n d e r t h e l a w s of t h e S t a t e o f M i n n e s o t a . PRE L I M I N A R Y FA R M I N G T O N , M I N N E S O T A SA W Y E R G L E N N LE N N A R FO R 16 3 5 5 3 6 T H A V E S U I T E # 1 0 0 P L Y M O U N T H , M N 5 5 4 4 6 CTY 2026-03-02 REV PER CITY COMMENTS F: \ _ C i v i l 3 D P r o j e c t s \ 2 4 3 3 2 \ P R E - P L A T P L A N S \ 2 4 3 3 2 U . d w g - 3 / 0 2 / 2 0 2 6 0 8 : 2 3 A M 24332 U C5.0 LEGEND Know what's below. before you dig.Call R SCALE IN FEET 0 150 300 UT I L I T Y P L A N SA N I T A R Y S E W E R & W A T E R M A I N EXISTING TELEPHONE BOX EXISTING ELECTRIC TRANSFORMER BOX EXISTING TREELINE/TREES > I EXISTING STORM SEWER EXISTING SANITARY SEWER EXISTING WATERMAIN > I S EXISTING POWER POLE EXISTING CURB & GUTTER EXISTING FENCEXXXX EXISTING ASPHALT EXISTING CONCRETE EXISTING RETAINING WALL SB-1 G G G EXISTING UNDERGROUND GAS EXISTING TELEVISION BOX EXISTING CONTOUR923 EXISTING WETLAND EDGE EXISTING WETLAND EXISTING SOIL BORING LOCATION AC EXISTING AIR CONDITIONER EXISTING CLEANOUT EXISTING CURB STOP EXISTING ELECTRIC OUTLET POST EXISTING GAS METER EXISTING GAS VALVE EXISTING GUY WIRE EXISTING LIGHT POLE EXISTING MAILBOX EXISTING SIGN E EXISTING OVERHEAD POWEROHPOHPOHP EXISTING OVERHEAD UTILITYOHUOHUOHU T TV PROPOSED CONCRETE PROPOSED ASPHALT SURFACE PROPOSED SEDIMENT BASIN >>>>>>PROPOSED DRAINTILE >>>>>>>>>>PROPOSED PERFORATED DRAINTILE>>>>>>>>>> >>>>>> PROPOSED WATERMAINII PROPOSED SANITARY SEWER PROPOSED STORM SEWER>> PROPOSED SANITARY SERVICE PROPOSED WATER SERVICE PROPOSED AQUATIC BENCH GENERAL UTILITY CONSTRUCTION NOTES: 1.SPECIFICATIONS: THE WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF FARMINGTON GENERAL SPECIFICATIONS AND STANDARD DETAIL PLATES FOR STREET AND UTILITY CONSTRUCTION. 2.EXISTING FACILITIES: IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE LOCATION OF ALL EXISTING UTILITIES BEFORE STARTING CONSTRUCTION. THIS INCLUDES, BUT IS NOT LIMITED TO SANITARY AND STORM SEWER, WATERMAIN, NATURAL GAS, ELECTRIC, TELEPHONE AND CABLE TELEVISION SERVICES. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY CONFLICT BETWEEN THE EXISTING UTILITIES AND THE PROPOSED CONSTRUCTION. THE ENGINEER IN COOPERATION WITH THE UTILITY COMPANIES, SHALL DETERMINE THE NECESSITY FOR ANY RELOCATION OF THESE FACILITIES. THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND FACILITIES SO THAT THEY WILL CONTINUE TO FUNCTION IN THEIR PROPER MANNER BOTH DURING CONSTRUCTION AND IN THE FUTURE. ANY SUPPORTING STRUCTURE THAT MAY BE REQUIRED BECAUSE OF THE CONTRACTOR'S OPERATION SHALL BE PROVIDED BY THE CONTRACTOR. THE CONTRACTOR SHALL BRING TO THE ATTENTION OF THE ENGINEER ANY CONDITIONS SUCH AS SAND IN MANHOLES OR VALVE BOXES EXISTING PRIOR TO THE CONTRACTOR'S EXCAVATION. ONCE EXCAVATION HAS COMMENCED, IT WILL BE ASSUMED THAT ALL DAMAGE TO UNDERGROUND UTILITIES HAS BEEN CAUSED BY THE CONTRACTOR'S OPERATIONS AND IT WILL BE HIS RESPONSIBILITY TO MAKE THE NECESSARY REPAIRS. 3.CONTRACTOR RESPONSIBILITIES: THE CONTRACTOR SHALL MAKE HIS OWN ARRANGEMENTS FOR RECEIVING WATER FROM PUBLIC OR PRIVATE SOURCES AND SECURE NECESSARY PERMITS AND PAY REGULAR CHARGES. ALL CITY WATER SHALL BE METERED. DISPOSAL OF ANY WASTEWATER OR ANY TEST WATER INTO THE CITY SANITARY SEWER SYSTEM IS SUBJECT TO CITY CHARGE. CONTRACTORS ARE NOT TO OPERATE GATE VALVES OR HYDRANTS ON CITY WATER SUPPLY. THE CITY ENGINEER AND THE ENGINEER SHALL BE NOTIFIED 48 HOURS PRIOR TO COMMENCING WORK. CONTRACTORS SHALL BE SUBJECT TO SHUT DOWN IF PROPER NOTIFICATION IS NOT GIVEN TO THE ENGINEER. CITY STREETS THAT ARE UTILIZED FOR INGRESS TO OR EGRESS FROM THE CONSTRUCTION SITE SHALL BE KEPT FREE OF DIRT AND OTHER DEBRIS RESULTING FROM SAID CONSTRUCTION. COST FOR THIS SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT. THE CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN ADEQUATE STORM DRAINAGE PROTECTION OF THE SITE IN ORDER TO PREVENT EROSION AND SILTING OF ON-SITE AND OFF-SITE AREAS. THIS SHALL BE ACCOMPLISHED BY PLACEMENT OF HAY BALES OR FILTER FABRIC FENCE AROUND THE DRAINAGE INLETS AND OUTLETS AND BY CONSTRUCTION OF DITCHES, BERMS, DEBRIS BASINS, FILTER FABRIC FENCING AND BY ANY OTHER ON-SITE PROTECTION AS DETERMINED BY THE ENGINEER. UNLESS SPECIFICALLY CALLED OUT AS A BID ITEM ON THE BID FORM, ANY TEMPORARY DITCHING, CULVERTS, HAY BALES, AND FILTER FABRIC FENCE NECESSARY TO ACCOMPLISH THIS SHALL BE AT THE CONTRACTOR'S EXPENSE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT AND LEAVE UNDISTURBED THOSE MARKERS OR MONUMENTS SET FOR THE SUBDIVISION OF LAND. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO UTILIZE THE "GOPHER STATE ONE CALL" EXCAVATION NOTICE SYSTEM AS REQUIRED UNDER MINNESOTA STATUTE CHAPTER 216D. CALL 811 OR SUBMIT A TICKET AT gopherstateonecall.org AT LEAST 48 HOURS PRIOR TO PERFORMING ANY EXCAVATION. 4.COMPACTION: DENSITY TESTS SHALL BE TAKEN ON ALL TRENCHES WITHIN THE STREET CROSS SECTION AND THE PAD AREAS TO EVALUATE THE COMPACTION ACHIEVED DURING UTILITY CONSTRUCTION. WITHIN THE UPPER 3 FEET OF STREET SUBGRADE THE CONTRACTOR SHALL INSURE THAT ALL SOILS BE NOT MORE THAN ONE PERCENTAGE POINT OVER THE SOIL'S STANDARD PROCTOR OPTIMUM MOISTURE CONTENT, AND THAT COMPACTION TO A MINIMUM OF 100% OF STANDARD PROCTOR DENSITY (AASHTO T-99) BE PROVIDED. WITHIN UTILITY TRENCHES IN OPEN SPACE AREAS (PAD AREAS) AND AREAS BELOW THE UPPER 3 FEET OF STREET SUBGRADE, THE CONTRACTOR SHALL INSURE THAT ALL SOILS BE NOT MORE THAN THREE PERCENTAGE POINTS OVER THE SOIL'S STANDARD PROCTOR OPTIMUM MOISTURE CONTENT, AND THAT COMPACTION TO A MINIMUM OF 95% OF STANDARD PROCTOR DENSITY BE PROVIDED. THE SURFACE OF ALL UTILITY TRENCHES SHALL BE FINISHED GRADED TO THE ELEVATIONS AS STAKED BY THE ENGINEER TO WITHIN A TOLERANCE OF ±0.3' IN OPEN SPACE AREAS AND ± 0.1' WITHIN STREET RIGHT OF WAYS. THE DENSITY WILL BE TESTED BY AN APPROVED TESTING LABORATORY. AN APPROVED TESTING METHOD WHICH UTILIZES A NUCLEAR DENSITY METER MAY BE USED FOR THE DENSITY TESTS. THE LOCATION OF THE TESTS WILL BE AT THE DIRECTION OF THE ENGINEER. THE OWNER SHALL BEAR ALL COSTS OF THE TESTING. FAILURE TO MEET THE COMPACTION REQUIREMENTS OUTLINED IN THIS SECTION SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. ALL COSTS FOR ANY RE-TESTING ASSOCIATED WITH ANY CORRECTIVE WORK SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 5.ALL PVC WATERMAIN TO BE INSTALLED WITH 7.5' MINIMUM COVER. 6.ALL 8" WATERMAIN TO BE CONSTRUCTED OF CLASS C900 PVC W/ TRACER WIRE. 7.SANITARY SEWER PIPE TYPE & CLASS AS FOLLOWS: a.0' - 16' DEEP = PVC SDR 35 b.16' - 28' DEEP = PVC SDR 26 c.28 - 32' DEEP = PVC SDR 18, AWWA C900 d.32' + DEEP = POLYBOND LINED DIP, ASTM A746 BENCHMARKS #1 TNH AT NW QUAD 211TH ST W & FLAGSTONE WAY ELEV=942.29 #2 TNH NORTH OF 208TH ST W & 130' FROM WEST STREET END ELEV=949.18 225' RADIUS HYDRANT COVERAGE (TYP) Pa g e 1 3 1 o f 1 7 6 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X I I I I > > > > > > > > > > > > >>>>>>>>>>> > > > > > > > > > > TV S >> S TV T V D D D D EOF 938.7 I >> ST-1 ST-2 GW 934.8 ST-3 ST-4 ST-5 ST-6 GW 928.9 D EX CBMH RE 943.28 IE 939.74 (12" N) IE 939.69 (15" S) EX CBMH RE 943.36 IE 938.93 (15" N) IE 939.35 (12" E) IE 938.90 (18" S) EX CBMH RE 940.57 IE 937.00 (18" N) IE 937.42 (12" E) IE 936.68 (24" S) EX CBMH RE 940.43 IE 936.30 (24" N) IE 936.20 (27" S) EX CBMH RE 940.58 IE 936.09 (27" N) IE 937.03 (12" E) IE 935.90 (30" S) SUMP 932.75 EX CBMH RE 939.59 IE 935.67 (30" N) IE 935.67 (30" S) EX FES IE 935.64 (30") EX CBMH RE 943.34 IE 940.46 (12" E) IE 940.46 (12" S) EX FES IE 942.75 EX STM 123 (54" ID) RE 954.00 IE 945.81 (30" W) IE 945.81 (30" E) EX STM 124 (54" ID) RE 957.00 IE 947.84 (30" N) IE 947.83 (30" E) OCS 1 RE 948.86 IE 948.00 (8" S) SUMP 945.00 OCS 1A RE 950.42 IE 947.50 (8" N) IE 945.00 (18" S) EX STM 122 (72" ID) RE 949.55 IE 944.05 (18" NE) IE 943.00 (30" W) IE 943.00 (33" S) SUMP 940.70 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 50+50 11 12 13 14 15 16 17 17 + 3 3 1 2 3 4 5 6 7 8 0+00 0 1 234567 8 9 10 11 1 23 4 123456789101112131415161718192021222324 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 1 2 3 4 1 2 3 4 5 6789101112131415 16 17 18 19 20 2122232425 1 2 3 4 5 6 7 89101112 13 14 15 16 17 18 19 20 21 22 23 24 1 2 3 4 5 6 7 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 8 208TH ST 208TH ST FA I R F I E L D D R 209TH ST FLAXTON LN FLA X T O N L N FE N W A Y L N 94 8 . 3 S LF E 9 4 8 . 8 94 8 . 3 94 9 . 5 S LF E 9 5 0 . 0 94 9 . 5 95 0 . 7 S LF E 9 5 1 . 2 95 0 . 7 95 1 . 7 S LF E 9 5 2 . 2 95 1 . 7 95 2 . 8 S LF E 9 5 3 . 3 95 2 . 8 95 3 . 1 S LF E 9 5 3 . 6 95 3 . 1 95 3 . 6 S LF E 9 5 4 . 1 95 3 . 6 95 4 . 0 S LF E 9 5 4 . 5 95 4 . 0 95 4 . 3 S LF E 9 5 4 . 8 95 4 . 3 95 4 . 6 S LF E 9 5 5 . 1 95 4 . 6 95 4 . 9 S LF E 9 5 5 . 4 95 4 . 9 95 5 . 3 S LF E 9 5 5 . 8 95 5 . 3 95 5 . 6 S LF E 9 5 6 . 1 95 5 . 6 95 5 . 9 S LF E 9 5 6 . 4 95 5 . 9 95 6 . 7 S LF E 9 5 7 . 2 95 6 . 7 95 7 . 4 S LF E 9 5 7 . 9 95 7 . 4 95 8 . 0 SLF E 9 5 8 . 5 95 8 . 0 958. 2 S LFE 9 5 8 . 7 958. 2 957.6S LFE 958.1 957.6 956.8S LFE 957.3956.8 955.9S LFE 956.4 955.9 955.7S LFE 956.2955.7 955.3S LFE 955.8955.3 955.0S LFE 955.5955.0 954.7S LFE 955.2 954.7 954.4S LFE 954.9954.4 954.0S LFE 954.5954.0 953.7S LFE 954.2953.7 953.3S LFE 953.8953.3 952.9S LFE 953.4 952.9 952.2S LFE 952.7952.2 951.3S LFE 951.8951.3 950.0S LFE 950.5950.0 948.5S LFE 949.0 948.5 946.9S LFE 947.4946.9 945.9S LFE 946.4945.9 945.4S LFE 945.9945.4 945.4S LFE 945.9945.4 945.7S LFE 946.2945.7 946.0S LFE 946.5 946.0 946.4S LFE 946.9 946.4 946.8S LFE 947.3 946.8 94 2 . 3 S LF E 9 4 2 . 8 94 2 . 3 94 2 . 6 S LF E 9 4 3 . 1 94 2 . 6 94 2 . 9 S LF E 9 4 3 . 4 94 2 . 9 94 3 . 2 S LF E 9 4 3 . 7 94 3 . 2 94 3 . 2 S LF E 9 4 3 . 7 94 3 . 2 94 2 . 9 S LF E 9 4 3 . 4 94 2 . 9 94 2 . 7 S LF E 9 4 3 . 2 94 2 . 7 94 2 . 9 S LF E 9 4 3 . 4 94 2 . 9 94 3 . 3 S LF E 9 4 3 . 8 94 3 . 3 94 3 . 7 S LF E 9 4 4 . 2 94 3 . 7 94 4 . 1 S LF E 9 4 4 . 6 94 4 . 1 94 4 . 6 S LF E 9 4 5 . 1 94 4 . 6 94 4 . 2 S LF E 9 4 4 . 7 94 4 . 2 94 3 . 9 S LF E 9 4 4 . 4 94 3 . 9 94 3 . 5 S LF E 9 4 4 . 0 94 3 . 5 94 3 . 2 S LF E 9 4 3 . 7 94 3 . 2 943.2S LFE 943.7 943.2 943.9S LFE 944.4943.9 944.1S LFE 944.6944.1 944.6S LFE 945.1944.6 945.5S LFE 946.0 945.5 945.5S LFE 946.0945.5 945.8S LFE 946.3945.8 946.4S LFE 946.9946.4 946.4S LFE 946.9 946.4 946.7S LFE 947.2 946.7 947.6 S LFE 94 8 . 1947.6 947 . 6 S LFE 9 4 8 . 1 947 . 6 94 7 . 3 S LF E 9 4 7 . 8 94 7 . 3 94 7 . 1 S LF E 9 4 7 . 6 94 7 . 1 94 7 . 1 S LF E 9 4 7 . 6 94 7 . 1 946.5S LFE 947.0 946.5 946.9S LFE 947.4946.9 947.4S LFE 947.9947.4 947.8S LFE 948.3947.8 948.2S LFE 948.7 948.2 95 2 . 2 S LF E 9 5 2 . 7 95 2 . 2 95 2 . 7 S LF E 9 5 3 . 2 95 2 . 7 95 3 . 0 S LF E 9 5 3 . 5 95 3 . 0 95 3 . 3 S LF E 9 5 3 . 8 95 3 . 3 95 3 . 6 S LF E 9 5 4 . 1 95 3 . 6 95 3 . 9 S LF E 9 5 4 . 4 95 3 . 9 95 4 . 3 S LF E 9 5 4 . 8 95 4 . 3 954.9S LFE 955.4954.9 954.1S LFE 954.6954.1 953.8S LFE 954.3953.8 953.5S LFE 954.0953.5 953.1S LFE 953.6953.1 952.8S LFE 953.3952.8 952.5S LFE 953.0952.5 952.1S LFE 952.6952.1 951.6S LFE 952.1951.6 950.8S LFE 951.3950.8 949.7S LFE 950.2949.7 948.3S LFE 948.8948.3 946.8S LFE 947.3946.8 945.3S LFE 945.8945.3 944.3S LFE 944.8944.3 944.0S LFE 944.5 944.0 943.7S LFE 944.2 943.7 943.5S LFE 944.0943.5 943.2S LFE 943.7 943.2 942.9 S LFE 943.4 942.9 942 . 3 S LFE 9 4 2 . 8 942 . 3 94 2 . 9 SLF E 9 4 3 . 4 94 2 . 9 94 3 . 2 S LF E 9 4 3 . 7 94 3 . 2 94 3 . 2 S LF E 9 4 3 . 7 94 3 . 2 94 3 . 1 S LF E 9 4 3 . 6 94 3 . 1 94 2 . 7 S LF E 9 4 3 . 2 94 2 . 7 943.4S LFE 943.9943.4 943.7S LFE 944.2943.7 944.1S LFE 944.6944.1 944.4S LFE 944.9944.4 944.8S LFE 945.3944.8 945.1S LFE 945.6945.1 945.4S LFE 945.9945.4 94 7 . 2 S LF E 9 4 7 . 7 94 7 . 2 94 7 . 2 S LF E 9 4 7 . 7 94 7 . 2 94 6 . 9 S LF E 9 4 7 . 4 94 6 . 9 94 6 . 5 S LF E 9 4 7 . 0 94 6 . 5 94 6 . 1 S LF E 9 4 6 . 6 94 6 . 1 955.1 S LFE 955.6 955.1 95 5 . 1 S LF E 9 5 5 . 6 95 5 . 1 G G G G G G G G G G G G G G G G G G G G G G G G G GGGGGGGGGGGGGGGGGGGGG G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G GGGGGGG G G G G G G G G G G G G G G G G G G G G G GGGGGGGGGG I I I I I I I I I I I I I I I I II IIIIIIIIIIIIII I I I I I I I I I I I I I I I I I I I I I I I I I I IIIIIIIIIIIIIIIIII I I I I I I I I I I I I I I I I >>> > > > >>>> > > > > > > > > > > > > > > >> > >>>>>>> > > > > > > > > > >>>>>> > > > > > > > >> > >>>>> > > > >>>>>>>> >> > > > > >>>>>>>>> > > > > > > > > > > > > > > > >>> >>> >>>> > > > > > > > > > > > SSMH-26 RE 953.03 IE 941.13 (8" W) IE 941.03 (8" E) BLD 12.00' SSMH-27 RE 954.16 IE 942.16 (8" E) IE 942.16 (8" S) BLD 12.00' SSMH-16 RE 952.36 IE 940.46 (8" N) IE 940.36 (8" S) BLD 12.00' SSMH-25 RE 949.52 IE 937.62 (8" W) IE 937.52 (8" E) BLD 12.00' SSMH-15 RE 946.25 IE 934.35 (8" N) IE 934.25 (8" S) BLD 12.00' SSMH-33 RE 944.14 IE 933.70 (8" E) IE 933.70 (8" SW) BLD 10.44' SSMH-34 RE 945.46 IE 933.46 (8" E) SSMH-31 RE 944.56 IE 933.39 (8" S) IE 933.49 (8" NE) BLD 11.17' SSMH-38 RE 943.58 IE 931.58 (8" W) BLD 12.00' SSMH-32 RE 942.45 IE 931.56 (8" W) IE 931.46 (8" E) BLD 10.99' SSMH-30 RE 943.27 IE 929.10 (8" W) IE 929.00 (8" S) SSMH-24 RE 942.60 IE 930.70 (8" W) IE 930.70 (8" E) IE 930.60 (8" S) BLD 12.00' SSMH-37 RE 941.68 SSMH-22 RE 940.68 IE 926.79 (8" N) IE 926.69 (8" S) BLD 13.99' SSMH-36 RE 940.62 IE 928.72 (8" W) SSMH-23 RE 940.13 IE 927.81 (8" W) IE 927.81 (8" N) IE 927.71 (8" S) BLD 12.42' SSMH-21 RE 939.81 IE 926.19 (8" N) IE 926.09 (8" SW) BLD 13.72' SSMH-20 RE 939.67 IE 924.81 (8" NW) IE 924.81 (8" NE) IE 924.71 (8" SW) BLD 14.96' 239 LF - 8" PVC @ 0.71% 400 LF - 8" PVC @ 1.50% 257 LF - 8" PVC @ 1.70% 280 LF - 8" PVC @ 1.53% 175 LF - 8" PVC @ 0.55% 223 LF - 8" PVC @ 0.96% 399 LF - 8" PVC @ 0.91% 173 LF - 8" PVC @ 0.60%400 LF - 8" PVC @ 0.85% 400 LF - 8" PVC @ 1.71% 131 LF - 8" PVC @ 0.67% 330 LF - 8" PVC @ 0.85% 229 LF - 8" PVC @ 0.40% 124 LF - 8" PVC @ 0.40% 53 LF - 8" PVC @ 0.40% 8" PVC WM 8" P V C W M 8 " PVC WM 8" PVC WM 8" PVC WM 8" P V C W M " P V C W M 8" P V C W M 8" PVC WM 8" PVC WM 8" P V C W M 8" PVC WM REMOVE PLUG & CONNECT TO EX WM w/8" GV REMOVE PLUG & CONNECT TO EX WM w/8" GV HYD w/AUX VALVE (TYP) PROJECT NO. 24332 CAD FILE 12/23/2025 DATE REVISIONS DRAWN BY Da t e : Re g . N o . 2025-12-30 REV WETLAND BUFFER 29 9 9 W E S T C . R . 4 2 , S U I T E 1 0 0 BU R N S V I L L E , M N 5 5 3 0 6 PH O N E : 9 5 2 - 8 9 0 - 6 0 4 4 JB e n d e r @m n h i l l . c o m ww w . m n h i l l . c o m I h e r e b y c e r t i f y t h a t t h i s p l a n , sp e c i f i c a t i o n o r r e p o r t w a s p r e p a r e d by m e o r u n d e r m y d i r e c t s u p e r v i s i o n an d t h a t I a m a d u l y L i c e n s e d Pr o f e s s i o n a l E n g i n e e r u n d e r t h e l a w s of t h e S t a t e o f M i n n e s o t a . PRE L I M I N A R Y FA R M I N G T O N , M I N N E S O T A SA W Y E R G L E N N LE N N A R FO R 16 3 5 5 3 6 T H A V E S U I T E # 1 0 0 P L Y M O U N T H , M N 5 5 4 4 6 CTY 2026-03-02 REV PER CITY COMMENTS F: \ _ C i v i l 3 D P r o j e c t s \ 2 4 3 3 2 \ P R E - P L A T P L A N S \ 2 4 3 3 2 U . d w g - 3 / 0 2 / 2 0 2 6 0 8 : 2 3 A M 24332 U C5.1 Know what's below. before you dig.Call R SCALE IN FEET 0 50 100 UT I L I T Y P L A N SA N I T A R Y S E W E R & W A T E R M A I N Pa g e 1 3 2 o f 1 7 6 X X X X X X X X X X X X X X X X X X X X X X X X X X X X I I I I I I > > > > > > > V TVTV D S EOF 938.7 ST-9 GW 922.5 ST-4 ST-7 GW 927.4 ST-8 GW 928.5 ST-11 GW 928.1 ST-12 GW 925.3 WBF WB F W B F W B F W B F W B F W B F WBFWBFWBFWBF WB F WB F WB F WB F WB F X X X X X X X X X X X X X X FE M A Z O N E A E RE G U L A T O R Y FL O O D W A Y EX SSMH RE 935.44 IE 920.63 (W) IE 920.53 (SE) BLD 14.46' 10" PVC PLUG IE 921.37 10" PVC 8" PVC C-900 EOF 932.9 20 21 22 23 24 2 5 2 6 2 7 2 8 29 30 31 32 33 1 2 3 4 5 6 7 8 9 10 11 0+ 0 0 1 2 3 4 5 6 7 8 9 0+00 9 + 1 6 11 12 13 14 1 5 16 16 + 2 9 56 8 7 40 41 42 43 44 45 46 47 48 49 50 51 2122232425 5 6 7 8910 13 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 1 2 3 4 5 6 7 8 9 1 2 3 4 5 6 7 8 9 10 5 6 7 8 9 10 11 12 13 14 15 16 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 53 52 OUTLOT B OUTLOT A OUTLOT D OU T L O T B 1 8 6 7 FE N W A Y L N FAIR F I E L D D R FA I R F I E L D D R 20 9 T H S T FLAXTON LN FLA X T O N L N FEN W A Y L N 94 3 . 4 S LF E 9 4 3 . 9 94 3 . 4 94 3 . 7 S LF E 9 4 4 . 2 94 3 . 7 94 4 . 0 S LF E 9 4 4 . 5 94 4 . 0 94 4 . 4 S LF E 9 4 4 . 9 94 4 . 4 94 4 . 7 S LF E 9 4 5 . 2 94 4 . 7 94 5 . 0 S LF E 9 4 5 . 5 94 5 . 0 94 5 . 4 S LF E 9 4 5 . 9 94 5 . 4 94 5 . 7 S LF E 9 4 6 . 2 94 5 . 7 94 6 . 3 S LF E 9 4 6 . 8 94 6 . 3 94 7 . 3 S LF E 9 4 7 . 8 94 7 . 3 94 8 . 3 S LF E 9 4 8 . 8 94 8 . 3 94 9 . 5 S LF E 9 5 0 . 0 94 9 . 5 95 0 . 7 S LF E 9 5 1 . 2 95 0 . 7 94 2 . 6 S LF E 9 4 3 . 1 94 2 . 6 94 2 . 6 S LF E 9 4 3 . 1 94 2 . 6 94 2 . 6 S LF E 9 4 3 . 1 94 2 . 6 94 2 . 3 S LF E 9 4 2 . 8 94 2 . 3 941 . 9 S LFE 9 4 2 . 4 941 . 9 94 1 . 5 S LFE 9 4 2 . 0 941 . 5 94 1 . 2 S LFE 9 4 1 . 7 94 1 . 2 94 0 . 9 S LF E 9 4 1 . 4 94 0 . 9 94 0 . 5 S LF E 9 4 1 . 0 94 0 . 5 94 0 . 5 S LF E 9 4 1 . 0 94 0 . 5 94 1 . 2 SLF E 9 4 1 . 7 94 1 . 2 94 1 . 2 S LF E 9 4 1 . 7 94 1 . 2 94 1 . 6 S LFE 9 4 2 . 1 94 1 . 6 942 . 0 S LFE 9 4 2 . 5 942 . 0 94 2 . 3 S LFE 9 4 2 . 8 94 2 . 3 94 2 . 6 S LF E 9 4 3 . 1 94 2 . 6 94 3 . 0 S LF E 9 4 3 . 5 94 3 . 0 94 3 . 4 S LF E 9 4 3 . 9 94 3 . 4 94 3 . 8 S LF E 9 4 4 . 3 94 3 . 8 942.5 S LFE 9 4 3 . 0 942.5 942. 2 S LFE 9 4 2 . 7 942. 2 941. 7 S LFE 9 4 2 . 2 941. 7 94 1 . 3 S LF E 9 4 1 . 8 94 1 . 3 94 1 . 2 S LF E 9 4 1 . 7 94 1 . 2 9 4 1 . 2 S L F E 9 4 1 . 7 9 4 1 . 2 9 4 1 . 4 S L F E 9 4 1 . 9 9 4 1 . 4 9 4 1 . 7 S L F E 9 4 2 . 2 9 4 1 . 7 9 4 2 . 2 S L F E 9 4 2 . 7 9 4 2 . 2 9 4 2 . 6 S L F E 9 4 3 . 1 9 4 2 . 6 9 4 3 . 0 S L F E 9 4 3 . 5 9 4 3 . 0 9 4 3 . 5 S L F E 9 4 4 . 0 9 4 3 . 5 94 3 . 9 S LF E 9 4 4 . 4 94 3 . 9 94 4 . 2 S LF E 9 4 4 . 7 94 4 . 2 94 4 . 6 S LF E 9 4 5 . 1 94 4 . 6 94 4 . 9 S LF E 9 4 5 . 4 94 4 . 9 94 5 . 2 S LF E 9 4 5 . 7 94 5 . 2 947.9S LFE 948.4947.9 947.5S LFE 948.0947.5 947.1S LFE 947.6947.1 946.6S LFE 947.1946.6 946.2S LFE 946.7946.2 94 4 . 5 S LF E 9 4 5 . 0 94 4 . 5 94 4 . 1 S LF E 9 4 4 . 6 94 4 . 1 94 3 . 8 S LF E 9 4 4 . 3 94 3 . 8 94 3 . 5 S LF E 9 4 4 . 0 94 3 . 5 94 3 . 1 S LF E 9 4 3 . 6 94 3 . 1 94 2 . 8 S LF E 9 4 3 . 3 94 2 . 8 9 4 2 . 1 S L F E 9 4 2 . 6 9 4 2 . 1 94 1 . 6 S LF E 9 4 2 . 1 94 1 . 6 941.2 S LFE 941.7941.2 941.3 S LFE 94 1 . 8 941.3 941 . 5 S LFE 9 4 2 . 0 941 . 5 94 2 . 6 S LF E 9 4 3 . 1 94 2 . 6 94 3 . 4 S LF E 9 4 3 . 9 94 3 . 4 94 3 . 4 S LF E 9 4 3 . 9 94 3 . 4 94 3 . 7 S LF E 9 4 4 . 2 94 3 . 7 94 4 . 1 S LF E 9 4 4 . 6 94 4 . 1 94 4 . 4 S LF E 9 4 4 . 9 94 4 . 4 94 4 . 7 S LF E 9 4 5 . 2 94 4 . 7 94 5 . 1 S LF E 9 4 5 . 6 94 5 . 1 944.1S LFE 944.6944.1 943.8S LFE 944.3943.8 943.6S LFE 944.1943.6 943.3S LFE 943.8943.3 942.9 S LFE 943 . 4 942.9 94 2 . 4 S LF E 9 4 2 . 9 94 2 . 4 94 2 . 4 S LF E 9 4 2 . 9 94 2 . 4 94 2 . 1 SLF E 9 4 2 . 6 94 2 . 1 94 1 . 8 S LF E 9 4 2 . 3 94 1 . 8 94 1 . 7 S LF E 9 4 2 . 2 94 1 . 7 94 1 . 2 S LF E 9 4 1 . 7 94 1 . 2 94 1 . 6 S LF E 9 4 2 . 1 94 1 . 6 942 . 3 S LFE 9 4 2 . 8 94 2 . 3 942 . 7 S LFE 9 4 3 . 2 942 . 7 942 . 4 S LFE 9 4 2 . 9 942 . 4 942 . 1 S LFE 9 4 2 . 6 942 . 1 941. 9 S LFE 9 4 2 . 4 941. 9 941 . 9 S LFE 9 4 2 . 4 941 . 9 942 . 1 S LFE 9 4 2 . 6 942 . 1 94 2 . 3 S LF E 9 4 2 . 8 94 2 . 3 94 2 . 6 S LF E 9 4 3 . 1 94 2 . 6 94 2 . 9 S LF E 9 4 3 . 4 94 2 . 9 946.5S946.9S947.4S947.8S948.2S 944.3S 944.0S 943.7S 943.5S 943.2S 942.9 S 942 . 3 S LFE 9 4 2 . 8 942 . 3 94 2 . 9 SLF E 9 4 3 . 4 94 2 . 9 94 6 . 1 S LF E 9 4 6 . 6 94 6 . 1 POND 2P BTM 920.5 OLE 930.5 HWL 933.6 POND 3P BTM 923.0 OLE 933.0 HWL 934.5 94 2 . 8 S LF E 9 4 3 . 3 94 2 . 8 G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G GGGGGGGGGG G I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I > > > > > > > >>>>>>> > > > > > > > > > > > > > > > > > > >> > > > > > > > > > > > > > > > > > > > >>> > > > >>> > >>> >> > > > > > > > >>> > > > > > > > > > > > > > > SSMH-15 RE 946.25 IE 934.35 (8" N) IE 934.25 (8" S) BLD 12.00'SSMH-34 RE 945.46 IE 933.46 (8" E) BLD 12.00' SSMH-30 RE 943.27 IE 929.10 (8" W) IE 929.00 (8" S) IE 929.10 (8" N) BLD 14.27' SSMH-37 RE 941.68 IE 929.68 (8" E) BLD 12.00' SSMH-14 RE 941.49 IE 929.59 (8" N) IE 929.49 (8" S) BLD 12.00' SSMH-29 RE 940.66 IE 927.60 (8" N) IE 927.50 (8" S) BLD 13.16' SSMH-36 RE 940.62 IE 928.72 (8" W) IE 928.62 (8" E) BLD 12.00' SSMH-13 RE 940.36 IE 928.71 (8" N) IE 928.61 (8" SE) BLD 11.75' SSMH-35 RE 940.02 IE 928.12 (8" W) IE 928.02 (8" SE) BLD 12.00' SSMH-5 RE 939.99 IE 924.55 (8" S) IE 924.45 (8" NE) BLD 15.54' SSMH-19 RE 939.99 IE 923.99 (8" NE) IE 923.89 (8" S) BLD 16.10' SSMH-28 RE 939.89 IE 927.14 (8" N) IE 927.04 (8" E) BLD 12.85' SSMH-21 RE 939.81 IE 926.19 (8" N) IE 926.09 (8" SW) BLD 13.72' SSMH-10 RE 939.42 IE 926.71 (8" NW) IE 926.61 (8" E) BLD 12.82' SSMH-20 RE 939.67 IE 924.81 (8" NW) IE 924.81 (8" NE) IE 924.71 (8" SW) BLD 14.96' SSMH-18 RE 939.25 IE 923.49 (8" N) IE 923.39 (8" S) BLD 15.86' SSMH-12 RE 939.24 IE 928.01 (8" NW) IE 927.91 (8" SE) BLD 11.32' SSMH-3 RE 938.46 IE 922.97 (8" S) IE 922.97 (8" N) IE 922.77 (10" E) IE 922.97 (8" W) BLD 15.69' SSMH-11 RE 938.48 IE 927.37 (8" NW) IE 927.27 (8" SE) BLD 11.21' SSMH-4 RE 938.38 IE 923.55 (8" SW) IE 923.45 (8" N) BLD 14.93' SSMH-1 RE 934.00 IE 921.60 (10" N) IE 921.50 (10" E) BLD 12.50' SSMH-2 RE 934.34 IE 922.06 (10" W) IE 921.96 (10" S) BLD 12.38' REMOVE PLUG & CONNET TO EXISTING SSWR IE 921.37 (10") 372 LF - 8" PVC @ 1.25% 149 LF - 8" PVC @ 0.52% 149 LF - 8" PVC @ 0.40% 135 LF - 8" PVC @ 0.40% 140 LF - 8" PVC @ 0.40% 289 LF - 8" PVC @ 0.40% 200 LF - 8" PVC @ 0.40% 225 LF - 8" PVC @ 0.40% 119 LF - 8" PVC @ 0.40% 257 LF - 8" PVC @ 1.70% 91 LF - 8" PVC @ 0.40% 350 LF - 8" PVC @ 0.40% 175 LF - 8" PVC @ 0.55%99 LF - 8" PVC @ 0.50% 116 LF - 8" PVC @ 2.77% 124 LF - 8" PVC @ 0.40% 119 LF - 8" PVC @ 1.07% 179 LF - 8" PVC @ 0.40% 99 LF - 8" PVC @ 0.40% 105 LF - 8" PVC @ 0.40% 179 LF - 10" PVC @ 0.40% 90 LF - 10" PVC @ 0.40% 36 LF - 10" PVC @ 0.36% 364 LF - 8" PVC @ 1.12% 8" P V C W M 8" PVC W M 8" P V C W M 8" P V C W M 8" PVC WM 8" PVC WM 8" PVC WM 8" P V C W M 8" PV C W M 8" P V C W M 8" P V C W M 8" P V C W M 8" P V C W M 8" PVC WM 8" P V C W M REMOVE EX HYD AND GV & CONNECT TO EX WM w/ NEW 8" GV FOR TESTING. HYD w/AUX VALVE (TYP) PROJECT NO. 24332 CAD FILE 12/23/2025 DATE REVISIONS DRAWN BY Da t e : Re g . N o . 2025-12-30 REV WETLAND BUFFER 29 9 9 W E S T C . R . 4 2 , S U I T E 1 0 0 BU R N S V I L L E , M N 5 5 3 0 6 PH O N E : 9 5 2 - 8 9 0 - 6 0 4 4 JB e n d e r @m n h i l l . c o m ww w . m n h i l l . c o m I h e r e b y c e r t i f y t h a t t h i s p l a n , sp e c i f i c a t i o n o r r e p o r t w a s p r e p a r e d by m e o r u n d e r m y d i r e c t s u p e r v i s i o n an d t h a t I a m a d u l y L i c e n s e d Pr o f e s s i o n a l E n g i n e e r u n d e r t h e l a w s of t h e S t a t e o f M i n n e s o t a . PRE L I M I N A R Y FA R M I N G T O N , M I N N E S O T A SA W Y E R G L E N N LE N N A R FO R 16 3 5 5 3 6 T H A V E S U I T E # 1 0 0 P L Y M O U N T H , M N 5 5 4 4 6 CTY 2026-03-02 REV PER CITY COMMENTS F: \ _ C i v i l 3 D P r o j e c t s \ 2 4 3 3 2 \ P R E - P L A T P L A N S \ 2 4 3 3 2 U . d w g - 3 / 0 2 / 2 0 2 6 0 8 : 2 3 A M 24332 U C5.2 Know what's below. before you dig.Call R SCALE IN FEET 0 50 100 UT I L I T Y P L A N SA N I T A R Y S E W E R & W A T E R M A I N Pa g e 1 3 3 o f 1 7 6 OH U OH U OH U OH U OH U OH U OH U X X X OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU >> > > > > > > > > > > > > > TV EOF 933.6 G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G ST-10 GW 929.0 ST-11 GW 928.1 WBF WB F WB F WB F WB F WB F WB F WB F WB F WBF WBF W B F WB F WB F WB F WB F WB F WB F WB F WB F WBF X X X X X X X X FE M A Z O N E A E RE G U L A T O R Y FL O O D W A Y FE M A ZO N E A E FEMA ZONE A FEMA ZONE A FEMA ZONE A EX FES IE 930.14 (21") EX FES IE 930.21 (21") EX OCS RE HIGH 933.59 RE LOW 932.86 IE 930.69 (21" W) EX FES IE 927.27 (30") EX FES IE 926.93 (30") EX FES IE 926.99 (30")EX FES IE 926.89 (30") EX OCS RE HIGH 933.25 RE LOW 932.76 IE 930.39 (21" W) EX FES IE 927.00 (84") EX FES IE 926.82 (84") EX FES BOX (5' H x 8' W) IE 926.57 EX FES BOX (5' H x 8' W) IE 926.48 EX FES BOX (5' H x 8' W) IE 926.24 EX FES BOX (5' H x 8' W) IE 926.34 EX WATER LEVEL ±930.4 (10/28/25) 131415 16 17 18 19 20 21 22 23 24 1 2 0+ 0 0 7 8 9 7 8 9 10 10 11 12 OUTLOT B OUTLOT C 6 7 21 1 T H S T FA I R F I E L D D R FEN W A Y L N 94 2 . 6 S LF E 9 4 3 . 1 94 2 . 6 94 2 . 6 S LF E 9 4 3 . 1 94 2 . 6 94 2 . 6 S LF E 9 4 3 . 1 94 2 . 6 94 2 . 3 S LF E 9 4 2 . 8 94 2 . 3 LFE 9 4 2 . 4 94 1 . 9 94 3 . 0 S LF E 9 4 3 . 5 94 3 . 4 S LF E 9 4 3 . 9 94 3 . 4 94 3 . 8 S LF E 9 4 4 . 3 94 3 . 8 942.5 S LFE 9 4 3 . 0 942.5 942. 2 S LFE 9 4 2 . 7 941. 7 S 94 1 . 3 POND 1P BTM 921.0 OLE 931.0 HWL 937.7 POND 2P BTM 920.5 OLE 930.5 HWL 933.6G G G G G G G GG G G FEMA FLOOD STORAGE BTM 929.0 FEMA FLOOD STORAGE BTM 929.0 FEMA FLOOD STORAGE BTM 929.0 POND 4P HWL 931.0 B-B HWL 933.2 I I I I I I I I I I I I I I I I I I I I I I I I I I I I >>>>>>> > > > > > > > > > > > > > > > > SSMH-7 RE 942.24 IE 925.89 (8" SE) IE 925.79 (8" NW) BLD 16.45' SSMH-8 RE 941.71 IE 926.59 (8" SE) IE 926.49 (8" NW) BLD 15.22' SSMH-6 RE 941.60 IE 925.45 (8" SE) IE 925.45 (8" W) IE 925.35 (8" N) BLD 16.25' SSMH-9 RE 940.96 IE 927.09 (8" S) IE 926.99 (8" NW) BLD 13.97' IE 924.55 (8" S) IE 924.45 (8" NE) BLD 15.54' SSMH-10 RE 939.42 IE 926.71 (8" NW) IE 926.61 (8" E) BLD 12.82' SSMH-11 RE 938.48 IE 927.37 (8" NW) IE 927.27 (8" SE) BLD 11.21' PLUG SSWR IE 927.28 (8") 48 LF - 8" PVC @ 0.40% 99 LF - 8" PVC @ 0.40% 150 LF - 8" PVC @ 0.40% 85 LF - 8" PVC @ 0.40% 140 LF - 8" PVC @ 0.40% 289 LF - 8" PVC @ 0.40% 200 LF - 8" PVC @ 0.40% 8" PVC WM 8" P V C W M 8" PVC W M 8" P V C W M HYD w/AUX VALVE (TYP) PROJECT NO. 24332 CAD FILE 12/23/2025 DATE REVISIONS DRAWN BY Da t e : Re g . N o . 2025-12-30 REV WETLAND BUFFER 29 9 9 W E S T C . R . 4 2 , S U I T E 1 0 0 BU R N S V I L L E , M N 5 5 3 0 6 PH O N E : 9 5 2 - 8 9 0 - 6 0 4 4 JB e n d e r @m n h i l l . c o m ww w . m n h i l l . c o m I h e r e b y c e r t i f y t h a t t h i s p l a n , sp e c i f i c a t i o n o r r e p o r t w a s p r e p a r e d by m e o r u n d e r m y d i r e c t s u p e r v i s i o n an d t h a t I a m a d u l y L i c e n s e d Pr o f e s s i o n a l E n g i n e e r u n d e r t h e l a w s of t h e S t a t e o f M i n n e s o t a . PRE L I M I N A R Y FA R M I N G T O N , M I N N E S O T A SA W Y E R G L E N N LE N N A R FO R 16 3 5 5 3 6 T H A V E S U I T E # 1 0 0 P L Y M O U N T H , M N 5 5 4 4 6 CTY 2026-03-02 REV PER CITY COMMENTS F: \ _ C i v i l 3 D P r o j e c t s \ 2 4 3 3 2 \ P R E - P L A T P L A N S \ 2 4 3 3 2 U . d w g - 3 / 0 2 / 2 0 2 6 0 8 : 2 3 A M 24332 U C5.3 Know what's below. before you dig.Call R SCALE IN FEET 0 50 100 UT I L I T Y P L A N SA N I T A R Y S E W E R & W A T E R M A I N Pa g e 1 3 4 o f 1 7 6 OHU OHU OHU OHU I I I I I I I I I I I G G G G G G SS > > > X X XXXXXXXXXXXXXXXX X X X X X X X X XXXXX FEMA ZONE A EX SSMH RE 940.96 IE 918.69 (W) IE 917.94 (E) EX SSMH RE 942.30 IE 916.15 (W) IE 916.05 (S) 8" PVC PLUG IE 916.01 8" PVC PLUG IE 918.99 8" PVC SDR 268" PVC SDR 26 8" PVC C-900 BM #1 TNH=942.29 1234567891011121314 0+00 211TH ST I I I I I I I I I I I I I I I I I I I I >>>>>>>>>>>>>>>>>>> 8" PVC WM 8" PVC WM REMOVE PLUG & CONNECT TO EX WM w/8" GV HYD w/AUX VALVE (TYP) PROJECT NO. 24332 CAD FILE 12/23/2025 DATE REVISIONS DRAWN BY Da t e : Re g . N o . 2025-12-30 REV WETLAND BUFFER 29 9 9 W E S T C . R . 4 2 , S U I T E 1 0 0 BU R N S V I L L E , M N 5 5 3 0 6 PH O N E : 9 5 2 - 8 9 0 - 6 0 4 4 JB e n d e r @m n h i l l . c o m ww w . m n h i l l . c o m I h e r e b y c e r t i f y t h a t t h i s p l a n , sp e c i f i c a t i o n o r r e p o r t w a s p r e p a r e d by m e o r u n d e r m y d i r e c t s u p e r v i s i o n an d t h a t I a m a d u l y L i c e n s e d Pr o f e s s i o n a l E n g i n e e r u n d e r t h e l a w s of t h e S t a t e o f M i n n e s o t a . PRE L I M I N A R Y FA R M I N G T O N , M I N N E S O T A SA W Y E R G L E N N LE N N A R FO R 16 3 5 5 3 6 T H A V E S U I T E # 1 0 0 P L Y M O U N T H , M N 5 5 4 4 6 CTY 2026-03-02 REV PER CITY COMMENTS F: \ _ C i v i l 3 D P r o j e c t s \ 2 4 3 3 2 \ P R E - P L A T P L A N S \ 2 4 3 3 2 U . d w g - 3 / 0 2 / 2 0 2 6 0 8 : 2 3 A M 24332 U C5.4 Know what's below. before you dig.Call R Know what's below. before you dig.Call R SCALE IN FEET 0 50 100 UT I L I T Y P L A N SA N I T A R Y S E W E R & W A T E R M A I N Pa g e 1 3 5 o f 1 7 6 OH U OH U X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU I I I I I I I I I I >> > > > > > > > > >>> > > > > TV S S TV T V TVTV TV D S G G G G G G G G G G G G G G G G G G W B F W B F WBF WB F WB F WB F WB F WB F W B F WB F WB F WBF D SS XXXXXX X X X X X X FE M A Z O N E A E RE G U L A T O R Y FL O O D W A Y FE M A ZO N E A E FEMA ZONE A FEMA ZONE A FEMA ZONE A BM #1 TNH=942.29 BM #2 TNH=949.18 12345678910111213141516 17 18 19 20 21 22 23 24 2 5 2 6 2 7 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 0+00 50+50 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 0+ 0 0 17 + 3 3 1 2 3 4 5 6 7 8 9 0+00 9 + 1 6 012345678 9 10 11 12 13 14 1 5 16 16 + 2 9 1 23 4 56 8 7 123456789101112131415161718192021222324 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 1 2 3 4 1 2 3 4 5 6789101112131415 16 17 18 19 20 2122232425 1 2 3 4 5 6 7 89101112 13 14 15 16 17 18 19 20 21 22 23 24 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 1 2 3 4 5 6 7 8 9 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 53 52 OUTLOT B OUTLOT A OUTLOT D OUTLOT C OU T L O T B 1 8 6 7 21 1 T H S T FE N W A Y L N 208TH ST 208TH ST FA I R F I E L D D R FAIR F I E L D D R FA I R F I E L D D R 20 9 T H S T 209TH ST FLAXTON LN FLA X T O N L N 211TH ST FEN W A Y L N FE N W A Y L N I I I I I I IIIII I I I I I I I I I I I I I I I I I I I I I IIIIIIII I I I I I I I I I I I I I I I I I I I I I I I >>>>> > > > > > > > > > >>> > > > > > > > > >> > >> > > > > > > > > > > > > > > > > > > > > > PROJECT NO. 24332 CAD FILE 12/23/2025 DATE REVISIONS DRAWN BY Da t e : Re g . N o . 2025-12-30 REV WETLAND BUFFER 29 9 9 W E S T C . R . 4 2 , S U I T E 1 0 0 BU R N S V I L L E , M N 5 5 3 0 6 PH O N E : 9 5 2 - 8 9 0 - 6 0 4 4 JB e n d e r @m n h i l l . c o m ww w . m n h i l l . c o m I h e r e b y c e r t i f y t h a t t h i s p l a n , sp e c i f i c a t i o n o r r e p o r t w a s p r e p a r e d by m e o r u n d e r m y d i r e c t s u p e r v i s i o n an d t h a t I a m a d u l y L i c e n s e d Pr o f e s s i o n a l E n g i n e e r u n d e r t h e l a w s of t h e S t a t e o f M i n n e s o t a . PRE L I M I N A R Y FA R M I N G T O N , M I N N E S O T A SA W Y E R G L E N N LE N N A R FO R 16 3 5 5 3 6 T H A V E S U I T E # 1 0 0 P L Y M O U N T H , M N 5 5 4 4 6 CTY 2026-03-02 REV PER CITY COMMENTS F: \ _ C i v i l 3 D P r o j e c t s \ 2 4 3 3 2 \ P R E - P L A T P L A N S \ 2 4 3 3 2 S T M . d w g - 3 / 0 2 / 2 0 2 6 0 8 : 2 3 A M 24332 STM C6.0 LEGEND Know what's below. before you dig.Call R SCALE IN FEET 0 150 300 UT I L I T Y P L A N ST O R M S E W E R EXISTING TELEPHONE BOX EXISTING ELECTRIC TRANSFORMER BOX EXISTING TREELINE/TREES > I EXISTING STORM SEWER EXISTING SANITARY SEWER EXISTING WATERMAIN > I S EXISTING POWER POLE EXISTING CURB & GUTTER EXISTING FENCEXXXX EXISTING ASPHALT EXISTING CONCRETE EXISTING RETAINING WALL SB-1 G G G EXISTING UNDERGROUND GAS EXISTING TELEVISION BOX EXISTING CONTOUR923 EXISTING WETLAND EDGE EXISTING WETLAND EXISTING SOIL BORING LOCATION AC EXISTING AIR CONDITIONER EXISTING CLEANOUT EXISTING CURB STOP EXISTING ELECTRIC OUTLET POST EXISTING GAS METER EXISTING GAS VALVE EXISTING GUY WIRE EXISTING LIGHT POLE EXISTING MAILBOX EXISTING SIGN E EXISTING OVERHEAD POWEROHPOHPOHP EXISTING OVERHEAD UTILITYOHUOHUOHU T TV PROPOSED CONCRETE PROPOSED ASPHALT SURFACE PROPOSED SEDIMENT BASIN >>>>>>PROPOSED DRAINTILE >>>>>>>>>>PROPOSED PERFORATED DRAINTILE>>>>>>>>>> >>>>>> PROPOSED WATERMAINII PROPOSED SANITARY SEWER PROPOSED STORM SEWER>> PROPOSED SANITARY SERVICE PROPOSED WATER SERVICE PROPOSED AQUATIC BENCH BENCHMARKS #1 TNH AT NW QUAD 211TH ST W & FLAGSTONE WAY ELEV=942.29 #2 TNH NORTH OF 208TH ST W & 130' FROM WEST STREET END ELEV=949.18 Pa g e 1 3 6 o f 1 7 6 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X I I I I > > > > > > > > > > > > >>>>>>>>>>> > > > > > > > > > > TV S >> S TV T V D D D D EOF 938.7 I >> ST-1 ST-2 GW 934.8 ST-3 ST-4 ST-5 ST-6 GW 928.9 D EX CBMH RE 943.28 IE 939.74 (12" N) IE 939.69 (15" S) EX CBMH RE 943.36 IE 938.93 (15" N) IE 939.35 (12" E) IE 938.90 (18" S) EX CBMH RE 940.57 IE 937.00 (18" N) IE 937.42 (12" E) IE 936.68 (24" S) EX CBMH RE 940.43 IE 936.30 (24" N) IE 936.20 (27" S) EX CBMH RE 940.58 IE 936.09 (27" N) IE 937.03 (12" E) IE 935.90 (30" S) SUMP 932.75 EX CBMH RE 939.59 IE 935.67 (30" N) IE 935.67 (30" S) EX FES IE 935.64 (30") EX CBMH RE 943.34 IE 940.46 (12" E) IE 940.46 (12" S) EX FES IE 942.75 EX STM 123 (54" ID) RE 954.00 IE 945.81 (30" W) IE 945.81 (30" E) EX STM 124 (54" ID) RE 957.00 IE 947.84 (30" N) IE 947.83 (30" E) OCS 1 RE 948.86 IE 948.00 (8" S) SUMP 945.00 OCS 1A RE 950.42 IE 947.50 (8" N) IE 945.00 (18" S) EX STM 122 (72" ID) RE 949.55 IE 944.05 (18" NE) IE 943.00 (30" W) IE 943.00 (33" S) SUMP 940.70 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 50+50 11 12 13 14 15 16 17 17 + 3 3 1 2 3 4 5 6 7 8 0+00 0 1 234567 8 9 10 11 1 23 4 123456789101112131415161718192021222324 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 1 2 3 4 1 2 3 4 5 6789101112131415 16 17 18 19 20 2122232425 1 2 3 4 5 6 7 89101112 13 14 15 16 17 18 19 20 21 22 23 24 1 2 3 4 5 6 7 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 8 208TH ST 208TH ST FA I R F I E L D D R 209TH ST FLAXTON LN FLA X T O N L N FE N W A Y L N I I I I I I I I I I I I I I I I II IIIIIIIIIIIIII I I I I I I I I I I I I I I I I I I I I I I I I I I IIIIIIIIIIIIIIIIII I I I I I I I I I I I I I I I I >>> > > > >>>> > > > > > > > > > > > > > > >> > >>>>>>> > > > > > > > > > >>>>>> > > > > > > > >> > >>>>> > > > >>>>>>>> >> > > > > >>>>>>>>> > > > > > > > > > > > > > > > >>> >>> >>>> > > > > > > > > > > > STM-108 TEMP RE 977.10 RE 955.20 IE 947.02 (30" N) IE 951.05 (12" W) IE 945.82 (48" S) BLD 9.38' STM-110 RE 955.50 IE 951.52 (12" SW) IE 951.52 (12" E) BLD 3.98' STM-111 RE 955.50 IE 952.00 (12" NE) BLD 3.50' STM-107 RE 954.83 IE 945.04 (48" N) IE 944.94 (48" S) BLD 9.89' STM-194 RE 951.20 IE 947.70 (12" E) BLD 3.50' STM-122 RE 951.60 IE 948.10 (12" E) BLD 3.50' STM-106 RE 952.37 IE 943.76 (48" N) IE 943.66 (48" S) IE 948.21 (12" E) IE 947.40 (12" W) BLD 8.71' STM-123 RE 952.36 IE 948.36 (12" W) BLD 4.00' REBUILD STRUCTURE STM-109 RE 957.00 IE 947.84 (30" N) IE 947.84 (30" S) BLD 9.26' STM-192 RE 950.77 IE 946.12 (12" N) IE 945.92 (15" SE) BLD 4.85' STM-191 RE 950.57 IE 945.79 (15" NW) IE 945.79 (15" E) BLD 4.78' STM-193 RE 950.00 IE 946.78 (12" W) IE 946.78 (12" S) BLD 3.23' STM-120 RE 950.50 IE 947.00 (12" S) BLD 3.50' REBUILD STRUCTURE STM-149A RE 949.55 IE 939.73 (18" S) IE 944.60 (18" N) BLD 9.82' STM-121 RE 950.75 IE 946.75 (12" W) BLD 4.00'STM-105 RE 950.72 IE 942.37 (48" N) IE 940.87 (48" S) IE 946.60 (12" E) BLD 9.85' STM-119 RE 950.00 IE 946.37 (12" N) IE 946.37 (12" S) BLD 3.63' STM-188 RE 947.60 IE 944.10 (12" E) BLD 3.50' STM-118 RE 947.50 IE 943.75 (12" N) IE 943.75 (12" E) BLD 3.75' STM-195 RE 947.12 IE 943.12 (12" SE) BLD 4.00' STM-117 RE 946.79 IE 942.79 (12" W) BLD 4.00' STM-104 RE 946.62 IE 939.58 (48" N) IE 936.58 (48" S) IE 942.65 (12" E) IE 942.70 (12" W) BLD 10.04' STM-190 RE 946.43 IE 942.42 (15" W) IE 942.42 (15" E) IE 942.62 (12" NW) BLD 4.02' STM-160 RE 944.00 IE 940.50 (12" E) BLD 3.50' STM-176 RE 944.70 IE 941.20 (12" E) BLD 3.50' STM-159 RE 943.97 IE 939.69 (12" W) IE 939.69 (12" S) BLD 4.29' STM-175 RE 943.60 IE 940.35 (12" W) IE 940.35 (12" E) BLD 3.25' STM-158 RE 944.02 IE 939.05 (12" N) IE 938.85 (15" S) IE 939.05 (12" W) BLD 5.17' STM-174 RE 943.10 IE 939.72 (12" W) IE 939.72 (12" S) BLD 3.38' STM-173 RE 942.30 IE 938.07 (12" N) IE 938.07 (12" S) BLD 4.23' STM-172 RE 942.29 IE 937.74 (12" N) IE 937.54 (15" E) BLD 4.75' STM-163 RE 943.20 IE 939.70 (12" E) BLD 3.50' STM-161 RE 943.15 IE 939.15 (12" NE) BLD 4.00' STM-162 RE 943.12 IE 939.12 (12" W) BLD 4.00' STM-157 RE 943.12 IE 938.46 (15" N) IE 938.06 (21" S) IE 938.97 (12" SW) IE 938.97 (12" E) BLD 5.06' STM-137 STM-189 RE 943.00 IE 939.50 (12" W) BLD 3.50' STM-149 RE 942.30 IE 938.32 (18" N) IE 938.22 (18" S) IE 939.13 (12" W) IE 938.62 (12" E) BLD 4.08' STM-181 RE 942.00 IE 938.50 (12" E) BLD 3.50' STM-146 RE 941.84 IE 936.23 (24" SE) IE 936.23 (24" W) BLD 5.61' STM-145 RE 941.68 IE 935.94 (27" S) IE 935.94 (24" NW) BLD 5.74' STM-148 RE 941.64 IE 936.68 (18" N) IE 936.68 (24" S) BLD 4.96' STM-147 RE 941.64 IE 938.10 (15" W) IE 936.58 (24" E) IE 936.58 (24" N) BLD 5.06' STM-186 RE 941.40 IE 937.90 (12" S) BLD 3.50' STM-168 RE 941.35 IE 937.85 (12" E) BLD 3.50' STM-138 RE 940.59 STM-164 RE 940.55 IE 936.21 (12" S) BLD 4.34' STM-184 RE 940.54 IE 936.20 (12" N) IE 936.20 (12" W) BLD 4.34' STM-179 RE 940.30 IE 936.77 (12" N) IE 936.77 (12" S) BLD 3.53' STM-180 RE 940.30 IE 937.10 (12" W) IE 937.10 (12" S) BLD 3.20' STM-178 RE 940.19 IE 936.43 (12" N) IE 936.23 (15" S) BLD 3.96' STM-171 RE 940.19 IE 936.13 (15" W) IE 935.93 (18" E) IE 936.13 (15" N) BLD 4.26' STM-143 RE 939.97 IE 933.68 (36" N) IE 933.68 (36" SW) BLD 6.29' STM-187 RE 939.93 IE 935.93 (12" SE) BLD 4.00' STM-183 RE 939.84 IE 935.63 (12" E) IE 935.43 (15" SW) IE 935.77 (12" NW) BLD 4.41' STM-185 RE 939.80 IE 936.60 (12" N) IE 936.60 (12" S) BLD 3.20' STM-167 RE 939.70 IE 936.50 (12" W) IE 936.50 (12" E) BLD 3.20' STM-144 RE 939.57 IE 934.25 (27" N) IE 934.25 (36" S) IE 934.96 (18" E) IE 934.51 (24" NW) BLD 5.33' STM-182 RE 939.57 IE 935.24 (15" NE) IE 935.04 (18" W) BLD 4.53' STM-177 RE 939.50 IE 935.51 (12" S) BLD 3.99' STM-170 RE 939.50 IE 935.08 (18" W) IE 934.58 (24" SE) IE 935.37 (12" N) BLD 4.92' STM-142 RE 939.01 IE 933.31 (36" NE) IE 933.31 (36" W) IE 933.89 (15" SE) BLD 5.71' STM-166 RE 938.70 IE 935.40 (12" W) IE 935.20 (15" S) BLD 3.50' STM-165 RE 938.50 IE 934.86 (15" N) IE 934.86 (15" S) BLD 3.64' 185 LF - 12" RCP @ 0.50% 145 LF - 12" RCP @ 0.45% 40 LF - 15" RCP @ 0.33% 225 LF - 15" RCP @ 1.50% 44 LF - 24" RCP @ 0.80% 326 LF - 27" RCP @ 0.52% 227 LF - 36" RCP @ 0.25% 147 LF - 36" RCP @ 0.25% 42 LF - 36" 30 LF - 42" RCP @ 0.14% 141 LF - 42" 314 LF - 42" RCP @ 0.17% 162 LF - 12" RCP @ 0.50% 142 LF - 12" RCP @ 0.45% 120 LF - 15" RCP @ 0.33% 55 LF - 21" RCP @ 0.21% 35 LF - 12" RCP @ 0.50% 30 LF - 12" RCP @ 0.50% 130 LF - 12" RCP @ 0.50% 135 LF - 12" RCP @ 1.00% 137 LF - 12" RCP @ 0.80% 104 LF - 15" RCP @ 0.33% 108 LF - 15" RCP @ 0.33% 124 LF - 12" RCP @ 1.05% 89 LF - 12" RCP @ 0.45% 127 LF - 12" RCP @ 0.45% 55 L F - 1 5 " RC P @ 0 . 3 3 % 30 LF - 18" RCP @ 0.27% 35 LF - 12" RCP @ 0.45% 170 LF - 12" RCP @ 0.50% 140 LF - 12" RCP @ 0.45% 150 LF - 12" RCP @ 1.10% 30 LF - 12" RCP @ 1.10% 279 LF - 15" RCP @ 0.51% 120 LF - 18" RCP @ 0.70% 32 LF - 24" RCP @ 0.21% 30 LF - 12" RCP @ 0.45% 140 LF - 12" RCP @ 1.00% 74 LF - 12" RCP @ 0.45% 35 LF - 24" RCP @ 0.80% 50 LF - 18" RCP @ 2.80% 140 LF - 18" RCP @ 1.10% 30 LF - 24" RCP @ 0.35% 240 LF - 12" RCP @ 2.07% 195 LF - 12" RCP @ 0.45% 97 L F - 1 2 " RCP @ 0 . 5 0 % 92 LF - 12" RCP @ 0.50% 30 LF - 12" RCP @ 0.50% 215 LF - 48" RCP @ 0.60% 215 LF - 48" RCP @ 0.60% 31 LF - 12" RCP @ 0.45% 126 LF - 12" RCP @ 0.50% 131 LF - 12" RCP @ 2.00% 150 LF - 12" RCP @ 0.70% 30 LF - 12" RCP @ 0.50% 140 LF - 12" RCP @ 0.50% 219 LF - 15" RCP @ 1.97% 37 LF - 12" RCP @ 1.36% 30 LF - 15" RCP @ 0.33% 31 LF - 12" RCP @ 0.50% 76 LF - 12" RCP @ 0.45% 164 LF - 30" RCP @ 0.50% 143 LF - 48" RCP @ 0.55% 214 LF - 48" RCP @ 0.55% REMOVE 30" RCP PIPE (SE) & ABANDON PER CITY STANDARDS REMOVE 30" RCP PIPE (W) & ABANDON PER CITY STANDARDS TEMPORARY SOLID CASTING AND MANHOLE SECTIONS EXTENDING TO EXISTING GRADE TO BE INSTALLED WITH TEMPORARY DITCH. PROJECT NO. 24332 CAD FILE 12/23/2025 DATE REVISIONS DRAWN BY Da t e : Re g . N o . 2025-12-30 REV WETLAND BUFFER 29 9 9 W E S T C . R . 4 2 , S U I T E 1 0 0 BU R N S V I L L E , M N 5 5 3 0 6 PH O N E : 9 5 2 - 8 9 0 - 6 0 4 4 JB e n d e r @m n h i l l . c o m ww w . m n h i l l . c o m I h e r e b y c e r t i f y t h a t t h i s p l a n , sp e c i f i c a t i o n o r r e p o r t w a s p r e p a r e d by m e o r u n d e r m y d i r e c t s u p e r v i s i o n an d t h a t I a m a d u l y L i c e n s e d Pr o f e s s i o n a l E n g i n e e r u n d e r t h e l a w s of t h e S t a t e o f M i n n e s o t a . PRE L I M I N A R Y FA R M I N G T O N , M I N N E S O T A SA W Y E R G L E N N LE N N A R FO R 16 3 5 5 3 6 T H A V E S U I T E # 1 0 0 P L Y M O U N T H , M N 5 5 4 4 6 CTY 2026-03-02 REV PER CITY COMMENTS F: \ _ C i v i l 3 D P r o j e c t s \ 2 4 3 3 2 \ P R E - P L A T P L A N S \ 2 4 3 3 2 S T M . d w g - 3 / 0 2 / 2 0 2 6 0 8 : 2 3 A M 24332 STM C6.1 Know what's below. before you dig.Call R SCALE IN FEET 0 50 100 UT I L I T Y P L A N ST O R M S E W E R Pa g e 1 3 7 o f 1 7 6 X X X X X X X X X X X X X X X X X X X X X X X X X X X X I I I I I I > > > > > > > V TVTV D S EOF 938.7 ST-9 GW 922.5 ST-4 ST-7 GW 927.4 ST-8 GW 928.5 ST-11 GW 928.1 ST-12 GW 925.3 WBF WB F W B F W B F W B F W B F W B F WBFWBFWBFWBF WB F WB F WB F WB F WB F X X X X X X X X X X X X X X FE M A Z O N E A E RE G U L A T O R Y FL O O D W A Y EX SSMH RE 935.44 IE 920.63 (W) IE 920.53 (SE) BLD 14.46' 10" PVC PLUG IE 921.37 10" PVC 8" PVC C-900 EOF 932.9 20 21 22 23 24 2 5 2 6 2 7 2 8 29 30 31 32 33 1 2 3 4 5 6 7 8 9 10 11 0+ 0 0 1 2 3 4 5 6 7 8 9 0+00 9 + 1 6 11 12 13 14 1 5 16 16 + 2 9 56 8 7 40 41 42 43 44 45 46 47 48 49 50 51 2122232425 5 6 7 8910 13 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 1 2 3 4 5 6 7 8 9 1 2 3 4 5 6 7 8 9 10 5 6 7 8 9 10 11 12 13 14 15 16 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 53 52 OUTLOT B OUTLOT A OUTLOT D OU T L O T B 1 8 6 7 FE N W A Y L N FAIR F I E L D D R FA I R F I E L D D R 20 9 T H S T FLAXTON LN FLA X T O N L N FEN W A Y L N POND 2P BTM 920.5 OLE 930.5 HWL 933.6 POND 3P BTM 923.0 OLE 933.0 HWL 934.5 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I > > > > > > > >>>>>>> > > > > > > > > > > > > > > > > > > >> > > > > > > > > > > > > > > > > > > > >>> > > > >>> > >>> >> > > > > > > > >>> > > > > > > > > > > > > > > STM-118 RE 947.50 IE 943.75 (12" N) IE 943.75 (12" E) BLD 3.75' STM-117 RE 946.79 IE 942.79 (12" W) BLD 4.00' STM-104 RE 946.62 IE 939.58 (48" N) IE 936.58 (48" S) IE 942.65 (12" E) IE 942.70 (12" W) BLD 10.04' STM-116 RE 943.40 IE 939.90 (12" S) BLD 3.50' STM-161 RE 943.15 IE 939.15 (12" NE) BLD 4.00' STM-162 RE 943.12 IE 939.12 (12" W) BLD 4.00' STM-137 RE 943.09 IE 932.27 (42" E) IE 932.27 (48" S) IE 937.94 (21" N) BLD 10.82' STM-156 RE 941.80 IE 937.80 (12" W) BLD 4.00' STM-136 RE 941.80 IE 932.09 (48" N) IE 932.09 (48" S) IE 937.65 (12" E) BLD 9.71' STM-103 RE 941.47 IE 934.50 (48" N) IE 934.40 (48" S) IE 935.02 (15" W) BLD 7.07' STM-112 RE 940.91 IE 934.84 (12" SW) IE 935.04 (12" E) BLD 6.07' STM-102 RE 940.81 IE 933.82 (48" N) IE 933.72 (48" S) IE 934.71 (12" NE) BLD 7.09' STM-114 RE 940.60 IE 937.10 (12" S) BLD 3.50' STM-138 RE 940.59 IE 932.79 (42" E) IE 932.79 (42" W) IE 936.06 (12" N) BLD 7.80' STM-164 RE 940.55 IE 936.21 (12" S) BLD 4.34' STM-135 RE 940.21 IE 931.77 (48" N) IE 931.77 (48" S) BLD 8.44' IE 933.68 (36" SW) BLD 6.29' STM-101 RE 939.88 IE 932.89 (48" N) IE 931.42 (48" SW) 3.0' SUMP 928.42 BLD 11.45' STM-139 RE 939.68 IE 933.01 (42" SE) IE 933.01 (42" W) IE 934.51 (15" N) BLD 6.67' STM-196 RE 939.50 IE 936.00 (12" SE) BLD 3.50' STM-207 RE 939.40 IE 935.90 (12" W) BLD 3.50' STM-150 RE 939.14 IE 935.01 (12" NE) IE 935.01 (12" NW) BLD 4.13' STM-151 RE 939.14 IE 935.14 (12" SW) BLD 4.00' STM-141 RE 939.10 IE 933.18 (36" E) IE 933.18 (42" SW) BLD 5.91' STM-140 RE 939.10 IE 933.14 (42" NE) IE 933.14 (42" NW) BLD 5.96' STM-169 RE 939.01 IE 933.99 (15" NW) BLD 5.02' STM-142 RE 939.01 IE 933.31 (36" NE) IE 933.31 (36" W) IE 933.89 (15" SE) BLD 5.71' STM-113 RE 939.00 IE 935.80 (12" N) IE 935.80 (12" W) BLD 3.20' STM-115 RE 939.00 IE 935.75 (12" N) IE 935.55 (15" E) BLD 3.45' STM-204 RE 938.86 IE 933.98 (15" W) IE 933.98 (15" S) BLD 4.89' STM-209 RE 938.81 IE 934.81 (12" N) BLD 4.00' STM-206 RE 938.80 IE 935.24 (12" E) IE 935.24 (12" S) BLD 3.56' STM-208 RE 938.63 IE 934.61 (12" S) IE 934.41 (15" N) BLD 4.22' RE 938.50 IE 934.86 (15" N) IE 934.86 (15" S) BLD 3.64' STM-155 RE 938.38 IE 934.38 (12" W) BLD 4.00' STM-134 RE 938.22 IE 931.58 (48" N) IE 931.58 (48" SW) IE 934.24 (12" E) BLD 6.64' STM-210 RE 938.06 IE 932.67 (18" NE) IE 932.67 (18" S) BLD 5.39' STM-131 RE 938.01 IE 931.08 (48" NE) IE 931.08 (48" SW) IE 934.21 (12" SE) 3.0' SUMP 928.08 BLD 9.93' STM-132 RE 938.01 IE 931.12 (48" NE) IE 931.12 (48" SW) BLD 6.89' STM-152 RE 938.00 IE 932.47 (15" E) IE 932.47 (15" W) BLD 5.53' STM-205 RE 938.00 IE 934.76 (12" N) IE 934.56 (15" E) BLD 3.44' STM-133 RE 937.80 IE 931.33 (48" NE) IE 931.33 (48" SW) IE 932.20 (15" E) IE 934.58 (12" NW) BLD 6.47' STM-202 RE 937.69 IE 933.00 (18" W) IE 932.60 (24" E) 3.0' SUMP 929.60 BLD 8.09'STM-203 RE 937.69 IE 933.38 (15" N) IE 933.18 (18" E) IE 933.92 (15" S) BLD 4.51' STM-153 RE 937.30 IE 933.07 (12" NE) IE 932.87 (15" W) BLD 4.43' STM-154 RE 937.30 IE 933.80 (12" SW) BLD 3.50' OCS-3 RE 936.00 IE 933.00 (18" E) IE 933.00 (18" SW) BLD 3.00' STM-201 RE 937.00 IE 932.11 (24" W) IE 932.32 (18" N) IE 932.11 (24" SE) BLD 4.89' STM-130 IE 931.00 (48") STM-100 IE 931.00 (48") STM-200 IE 932.00 (24") STM-30 IE 930.00 (18") 147 LF - 36" RCP @ 0.25% 42 LF - 36" RCP @ 0.29% 30 LF - 42" RCP @ 0.14% 92 LF - 42" RCP @ 0.14% 141 LF - 42" RCP @ 0.16% 314 LF - 42" RCP @ 0.17% 121 LF - 48" RCP @ 0.15% 212 LF - 48" RCP @ 0.15% 139 LF - 48" RCP @ 0.14% 178 LF - 48" RCP @ 0.14% 150 LF - 48" RCP @ 0.14% 30 LF - 48" RCP @ 0.14% 53 LF - 48" RCP @ 0.14% 145 LF - 12" RCP @ 0.50% 122 LF - 15" RCP @ 0.33% 83 LF - 15" RCP @ 0.33% 30 LF - 12" RCP @ 0.50% 55 LF - 21" RCP @ 0.21% 35 LF - 12" RCP @ 0.50% 30 LF - 12" RCP @ 0.50% 108 LF - 15" RCP @ 0.33% 346 LF - 48" RCP @ 0.60% 89 LF - 48" RCP @ 0.65% 128 LF - 48" RCP @ 0.65% 65 LF - 48" RCP @ 0.65% 130 LF - 12" RCP @ 1.00% 151 LF - 12" RCP @ 0.50% 33 LF - 12" RCP @ 0.40% 173 LF - 12" RCP @ 2.40% 150 LF - 15" RCP @ 0.35% 31 LF - 12" RCP @ 0.45% 150 LF - 12" RCP @ 0.70% 132 LF - 12" RCP @ 0.50% 95 LF - 12" RCP @ 0.50% 178 LF - 15" RCP @ 0.33% 181 LF - 15" RCP @ 0.33% 30 LF - 18" RCP @ 0.60% 150 LF - 24" RCP @ 0.33% 43 LF - 18" RCP @ -6.91% 144 LF - 18" RCP @ 0.23% 49 LF - 24" RCP @ 0.22% 30 LF - 12" RCP @ 0.45% 178 LF - 12" RCP @ 0.45% 40 LF - 12" RCP @ 0.50% 148 LF - 15" RCP @ 0.33% 31 LF - 12" RCP @ 0.50% 30 LF - 15" RCP @ 0.33% 27 LF - 12" RCP @ 0.50% 151 LF - 18" RCP @ 0.23% 119 LF - 12" RCP @ 1.20% PROJECT NO. 24332 CAD FILE 12/23/2025 DATE REVISIONS DRAWN BY Da t e : Re g . N o . 2025-12-30 REV WETLAND BUFFER 29 9 9 W E S T C . R . 4 2 , S U I T E 1 0 0 BU R N S V I L L E , M N 5 5 3 0 6 PH O N E : 9 5 2 - 8 9 0 - 6 0 4 4 JB e n d e r @m n h i l l . c o m ww w . m n h i l l . c o m I h e r e b y c e r t i f y t h a t t h i s p l a n , sp e c i f i c a t i o n o r r e p o r t w a s p r e p a r e d by m e o r u n d e r m y d i r e c t s u p e r v i s i o n an d t h a t I a m a d u l y L i c e n s e d Pr o f e s s i o n a l E n g i n e e r u n d e r t h e l a w s of t h e S t a t e o f M i n n e s o t a . PRE L I M I N A R Y FA R M I N G T O N , M I N N E S O T A SA W Y E R G L E N N LE N N A R FO R 16 3 5 5 3 6 T H A V E S U I T E # 1 0 0 P L Y M O U N T H , M N 5 5 4 4 6 CTY 2026-03-02 REV PER CITY COMMENTS F: \ _ C i v i l 3 D P r o j e c t s \ 2 4 3 3 2 \ P R E - P L A T P L A N S \ 2 4 3 3 2 S T M . d w g - 3 / 0 2 / 2 0 2 6 0 8 : 2 4 A M 24332 STM C6.2 Know what's below. before you dig.Call R SCALE IN FEET 0 50 100 UT I L I T Y P L A N ST O R M S E W E R Pa g e 1 3 8 o f 1 7 6 OH U OH U OH U OH U OH U OH U OH U X X X OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU >> > > > > > > > > > > > > > TV EOF 933.6 G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G ST-10 GW 929.0 ST-11 GW 928.1 WBF WB F WB F WB F WB F WB F WB F WB F WB F WBF WBF W B F WB F WB F WB F WB F WB F WB F WB F WB F WBF X X X X X X X X FE M A Z O N E A E RE G U L A T O R Y FL O O D W A Y FE M A ZO N E A E FEMA ZONE A FEMA ZONE A FEMA ZONE A EX FES IE 930.14 (21") EX FES IE 930.21 (21") EX OCS RE HIGH 933.59 RE LOW 932.86 IE 930.69 (21" W) EX FES IE 927.27 (30") EX FES IE 926.93 (30") EX FES IE 926.99 (30")EX FES IE 926.89 (30") EX OCS RE HIGH 933.25 RE LOW 932.76 IE 930.39 (21" W) EX FES IE 927.00 (84") EX FES IE 926.82 (84") EX FES BOX (5' H x 8' W) IE 926.57 EX FES BOX (5' H x 8' W) IE 926.48 EX FES BOX (5' H x 8' W) IE 926.24 EX FES BOX (5' H x 8' W) IE 926.34 EX WATER LEVEL ±930.4 (10/28/25) 131415 16 17 18 19 20 21 22 23 24 1 2 0+ 0 0 7 8 9 7 8 9 10 10 11 12 OUTLOT B OUTLOT C 6 7 21 1 T H S T FA I R F I E L D D R FEN W A Y L N POND 1P BTM 921.0 OLE 931.0 HWL 937.7 POND 2P BTM 920.5 OLE 930.5 HWL 933.6 FEMA FLOOD STORAGE BTM 929.0 FEMA FLOOD STORAGE BTM 929.0 FEMA FLOOD STORAGE BTM 929.0 POND 4P HWL 931.0 B-B HWL 933.2 I I I I I I I I I I I I I I I I I I I I I I I I I I I I >>>>>>> > > > > > > > > > > > > > > > > STM-51 RE 940.83 IE 931.34 (21" E) IE 931.34 (21" W) IE 936.47 (12" NE) 3.0' SUMP 928.34 BLD 12.49' STM-58 RE 940.82 IE 936.82 (12" SW) BLD 4.00' STM-52 RE 939.89 IE 931.60 (21" E) IE 931.60 (21" W) BLD 8.29' STM-150 RE 939.14 IE 935.01 (12" NE) IE 935.01 (12" NW) BLD 4.13' STM-151 RE 939.14 IE 935.14 (12" SW) BLD 4.00' STM-59 RE 938.11 IE 934.11 (12" S) BLD 4.00' STM-53 RE 938.11 IE 932.56 (15" E) IE 932.16 (21" W) IE 933.70 (12" N) BLD 5.95' IE 934.21 (12" SE) 3.0' SUMP 928.08 BLD 9.93' OCS-1 RE 938.00 IE 931.00 (36" NE) IE 931.00 (36" S) BLD 7.00' STM-130 IE 931.00 (48") STM-10 IE 930.50 (36") STM-50 IE 931.00 (21") STM-301 IE 929.30 (30") STM-300 IE 928.50 (30") STM-11 IE 926.00 (36") 267 LF - 21" RCP @ 0.21% 124 LF - 21" RCP @ 0.21% 162 LF - 21" RCP @ 0.21% 41 LF - 12" RCP @ 1.00% 35 LF - 12" RCP @ 1.00% 165 LF - 30" RCP @ 0.48% 53 LF - 48" RCP @ 0.14% 50 LF - 36" RCP @ -10.00% 70 LF - 36" RCP @ 0.71% 30 LF - 12" RCP @ 0.45% 178 LF - 12" RCP @ 0.45% STM-303 IE 929.30 (30") STM-302 IE 928.50 (30") 165 LF - 30" RCP @ 0.48% PROJECT NO. 24332 CAD FILE 12/23/2025 DATE REVISIONS DRAWN BY Da t e : Re g . N o . 2025-12-30 REV WETLAND BUFFER 29 9 9 W E S T C . R . 4 2 , S U I T E 1 0 0 BU R N S V I L L E , M N 5 5 3 0 6 PH O N E : 9 5 2 - 8 9 0 - 6 0 4 4 JB e n d e r @m n h i l l . c o m ww w . m n h i l l . c o m I h e r e b y c e r t i f y t h a t t h i s p l a n , sp e c i f i c a t i o n o r r e p o r t w a s p r e p a r e d by m e o r u n d e r m y d i r e c t s u p e r v i s i o n an d t h a t I a m a d u l y L i c e n s e d Pr o f e s s i o n a l E n g i n e e r u n d e r t h e l a w s of t h e S t a t e o f M i n n e s o t a . PRE L I M I N A R Y FA R M I N G T O N , M I N N E S O T A SA W Y E R G L E N N LE N N A R FO R 16 3 5 5 3 6 T H A V E S U I T E # 1 0 0 P L Y M O U N T H , M N 5 5 4 4 6 CTY 2026-03-02 REV PER CITY COMMENTS F: \ _ C i v i l 3 D P r o j e c t s \ 2 4 3 3 2 \ P R E - P L A T P L A N S \ 2 4 3 3 2 S T M . d w g - 3 / 0 2 / 2 0 2 6 0 8 : 2 4 A M 24332 STM C6.3 Know what's below. before you dig.Call R SCALE IN FEET 0 50 100 UT I L I T Y P L A N ST O R M S E W E R Pa g e 1 3 9 o f 1 7 6 OHU OHU OHU OHU I I I I I I I I I I I G G G G G G SS > > > X X XXXXXXXXXXXXXXXX X X X X X X X X XXXXX FEMA ZONE A EX SSMH RE 940.96 IE 918.69 (W) IE 917.94 (E) EX SSMH RE 942.30 IE 916.15 (W) IE 916.05 (S) 8" PVC PLUG IE 916.01 8" PVC PLUG IE 918.99 8" PVC SDR 268" PVC SDR 26 8" PVC C-900 BM #1 TNH=942.29 1234567891011121314 0+00 211TH ST I I I I I I I I I I I I I I I I I I I I >>>>>>>>>>>>>>>>>>> STM-61 RE 940.93 IE 936.93 (12" S) BLD 4.00' STM-55 RE 940.93 IE 934.59 (15" E) IE 934.59 (15" W) IE 936.52 (12" N) BLD 6.34' STM-60 RE 940.62 IE 936.62 (12" S) BLD 4.00' STM-54 RE 940.62 IE 933.43 (15" E) IE 933.43 (15" W) IE 936.21 (12" N) BLD 7.19' STM-57 RE 939.70 IE 935.70 (15" S) BLD 4.00' STM-56 RE 939.70 IE 935.47 (15" N) IE 935.47 (15" W) BLD 4.23' STM-59 RE 938.11 IE 934.11 (12" S) BLD 4.00' STM-53 RE 938.11 IE 932.56 (15" E) IE 932.16 (21" W) IE 933.70 (12" N) BLD 5.95' 41 LF - 15" RCP @ 0.55% 267 LF - 15" RCP @ 0.33% 351 LF - 15" RCP @ 0.33% 266 LF - 15" RCP @ 0.33% 41 LF - 12" RCP @ 1.00% 41 LF - 12" RCP @ 1.00% 41 LF - 12" RCP @ 1.00% PROJECT NO. 24332 CAD FILE 12/23/2025 DATE REVISIONS DRAWN BY Da t e : Re g . N o . 2025-12-30 REV WETLAND BUFFER 29 9 9 W E S T C . R . 4 2 , S U I T E 1 0 0 BU R N S V I L L E , M N 5 5 3 0 6 PH O N E : 9 5 2 - 8 9 0 - 6 0 4 4 JB e n d e r @m n h i l l . c o m ww w . m n h i l l . c o m I h e r e b y c e r t i f y t h a t t h i s p l a n , sp e c i f i c a t i o n o r r e p o r t w a s p r e p a r e d by m e o r u n d e r m y d i r e c t s u p e r v i s i o n an d t h a t I a m a d u l y L i c e n s e d Pr o f e s s i o n a l E n g i n e e r u n d e r t h e l a w s of t h e S t a t e o f M i n n e s o t a . PRE L I M I N A R Y FA R M I N G T O N , M I N N E S O T A SA W Y E R G L E N N LE N N A R FO R 16 3 5 5 3 6 T H A V E S U I T E # 1 0 0 P L Y M O U N T H , M N 5 5 4 4 6 CTY 2026-03-02 REV PER CITY COMMENTS F: \ _ C i v i l 3 D P r o j e c t s \ 2 4 3 3 2 \ P R E - P L A T P L A N S \ 2 4 3 3 2 S T M . d w g - 3 / 0 2 / 2 0 2 6 0 8 : 2 4 A M 24332 STM C6.4 Know what's below. before you dig.Call R Know what's below. before you dig.Call R SCALE IN FEET 0 50 100 UT I L I T Y P L A N ST O R M S E W E R Pa g e 1 4 0 o f 1 7 6 SPLIT GRATE DETAIL NOT TO SCALE OUTSIDE MANHOLE TO BAR #1 CLEAR TYPICAL #5 SMOOTH BAR @ 4" O.C. EACH WAY 14"x 12" FLAT BAR RING 14"x4"x4" CLIPS 12" SS ANCHOR BOLTS 14"x1-12" BAR XX" RCP X" ORIFICE INV ELEV C WEIR WALL TOP ELEV D INV ELEV B INV ELEV A XX" RCP ELEV E + 9" ELEV EX" SLANT TOP SPLIT GRATE (SEE DETAIL) RIM ELEV E 9" 10 CY CL3 RIP RAP SLAB ON GRADE HOLDOWN SECTION (SOG) NOT TO SCALE PAD ELEV. PER GRADING PLAN FINISHED GRADE 1.5' HOLD DOWN 75'15'VARIES 15' 25' GRADING GRADE TYP. FOOTING 6" R/ W SUBGRADE 6" TOPSOIL 2.0% MIN. STREET SECTION PER DETAIL 2.0% MIN./4:1 MAX.SLOPE PER GRADING PLAN NOT TO SCALE OUTLET STRUCTURE DETAIL SUBGRADE CORRECTION DETAIL 1 : 1 R/W TOP OF EXISTING SUITABLE SOIL (TO BE VERIFIED BY SOILS ENGINEER PRIOR TO PLACEMENT OF ENGINEERED FILL) EXISTING SUITABLE SOIL SETBACK VARIES FINISHED GRADE NOT TO SCALE STREET SECTION PER DETAIL ENGINEERED FILL 1:1 ENGINEERED FILL LIMIT (NO SIDEWALK) ENGINEERED FILL LIMIT (SIDEWALK SIDE) 6" TOPSOIL PROPOSED BUILDING SEE GRADING PLAN/HOLD DOWN DETAILS 1 / 2 : 1 1:1 1 / 2 : 1 1:1 1 / 2 : 1 1/ 2 : 1 CORRECTION LIMIT CORRECTION LIMIT BUILDING FOOTING (TYP.)NON-SELECT BACKFILL (TYP.) EXISTING GRADE FIRST FLOOR ELEVATION CL PROJECT NO. 24332 CAD FILE 12/23/2025 DATE REVISIONS DRAWN BY Da t e : Re g . N o . 2025-12-30 REV WETLAND BUFFER 29 9 9 W E S T C . R . 4 2 , S U I T E 1 0 0 BU R N S V I L L E , M N 5 5 3 0 6 PH O N E : 9 5 2 - 8 9 0 - 6 0 4 4 JB e n d e r @m n h i l l . c o m ww w . m n h i l l . c o m I h e r e b y c e r t i f y t h a t t h i s p l a n , sp e c i f i c a t i o n o r r e p o r t w a s p r e p a r e d by m e o r u n d e r m y d i r e c t s u p e r v i s i o n an d t h a t I a m a d u l y L i c e n s e d Pr o f e s s i o n a l E n g i n e e r u n d e r t h e l a w s of t h e S t a t e o f M i n n e s o t a . PRE L I M I N A R Y FA R M I N G T O N , M I N N E S O T A SA W Y E R G L E N N LE N N A R FO R 16 3 5 5 3 6 T H A V E S U I T E # 1 0 0 P L Y M O U N T H , M N 5 5 4 4 6 CTY 2026-03-02 REV PER CITY COMMENTS F: \ _ C i v i l 3 D P r o j e c t s \ 2 4 3 3 2 \ P R E - P L A T P L A N S \ 2 4 3 3 2 D . d w g - 3 / 0 2 / 2 0 2 6 0 8 : 2 4 A M 24332 D C7.0 CO N S T R U C T I O N D E T A I L S Outlet Control Summary Outlet Pond NWL HWL OCS Elev A Elev B Elev C Elev D Elev E Orifice Inlet/Outlet Structure Size (IE in)(IE out)(OE)(Top Wall)(RE Low)Size Pipe Size OCS 1 1 931.0 937.7 84''931.0 931.0 931.0 935.75 938.0 10''36'' OCS 3 3 933.0 934.5 60''933.0 933.0 933.0 935.5 936.0 6''18'' NURP CELL TYPICAL POND CROSS SECTION 3 : 1 3:1 NOT TO SCALE 10:1 10' WIDE AQUATICBENCH @ 10:1 SLOPE 10:1 18" SILTY-CLAYEY TOPSOIL LINER (IF NEEDED) 4:1 M A X . 4:1 M A X . 6" TOPSOIL 10 ' D E P T H BTM (BOTTOM ELEVATION)PER GRADING PLAN OLE/NWL (NORMAL WATER LEVEL) PER GRADING PLAN Pa g e 1 4 1 o f 1 7 6 PROJECT NO. 24332 CAD FILE 12/23/2025 DATE REVISIONS DRAWN BY Da t e : Re g . N o . 2025-12-30 REV WETLAND BUFFER 29 9 9 W E S T C . R . 4 2 , S U I T E 1 0 0 BU R N S V I L L E , M N 5 5 3 0 6 PH O N E : 9 5 2 - 8 9 0 - 6 0 4 4 JB e n d e r @m n h i l l . c o m ww w . m n h i l l . c o m I h e r e b y c e r t i f y t h a t t h i s p l a n , sp e c i f i c a t i o n o r r e p o r t w a s p r e p a r e d by m e o r u n d e r m y d i r e c t s u p e r v i s i o n an d t h a t I a m a d u l y L i c e n s e d Pr o f e s s i o n a l E n g i n e e r u n d e r t h e l a w s of t h e S t a t e o f M i n n e s o t a . PRE L I M I N A R Y FA R M I N G T O N , M I N N E S O T A SA W Y E R G L E N N LE N N A R FO R 16 3 5 5 3 6 T H A V E S U I T E # 1 0 0 P L Y M O U N T H , M N 5 5 4 4 6 CTY 2026-03-02 REV PER CITY COMMENTS F: \ _ C i v i l 3 D P r o j e c t s \ 2 4 3 3 2 \ P R E - P L A T P L A N S \ 2 4 3 3 2 D . d w g - 3 / 0 2 / 2 0 2 6 0 8 : 2 4 A M 24332 D C7.1 CO N S T R U C T I O N D E T A I L S STREET A: STA 4+15 - 15+90 TRANSITION TO STR-05A: STA 15+90 - 17+96 ALL PUBLIC STREETS EXCEPT STREET A: STA 4+15 - 17+96 Pa g e 1 4 2 o f 1 7 6 PROJECT NO. 24332 CAD FILE 12/23/2025 DATE REVISIONS DRAWN BY Da t e : Re g . N o . 2025-12-30 REV WETLAND BUFFER 29 9 9 W E S T C . R . 4 2 , S U I T E 1 0 0 BU R N S V I L L E , M N 5 5 3 0 6 PH O N E : 9 5 2 - 8 9 0 - 6 0 4 4 JB e n d e r @m n h i l l . c o m ww w . m n h i l l . c o m I h e r e b y c e r t i f y t h a t t h i s p l a n , sp e c i f i c a t i o n o r r e p o r t w a s p r e p a r e d by m e o r u n d e r m y d i r e c t s u p e r v i s i o n an d t h a t I a m a d u l y L i c e n s e d Pr o f e s s i o n a l E n g i n e e r u n d e r t h e l a w s of t h e S t a t e o f M i n n e s o t a . PRE L I M I N A R Y FA R M I N G T O N , M I N N E S O T A SA W Y E R G L E N N LE N N A R FO R 16 3 5 5 3 6 T H A V E S U I T E # 1 0 0 P L Y M O U N T H , M N 5 5 4 4 6 CTY 2026-03-02 REV PER CITY COMMENTS F: \ _ C i v i l 3 D P r o j e c t s \ 2 4 3 3 2 \ P R E - P L A T P L A N S \ 2 4 3 3 2 D . d w g - 3 / 0 2 / 2 0 2 6 0 8 : 2 4 A M 24332 D C7.2 CO N S T R U C T I O N D E T A I L S Pa g e 1 4 3 o f 1 7 6 PROJECT NO. 24332 CAD FILE 12/23/2025 DATE REVISIONS DRAWN BY Da t e : Re g . N o . 2025-12-30 REV WETLAND BUFFER 29 9 9 W E S T C . R . 4 2 , S U I T E 1 0 0 BU R N S V I L L E , M N 5 5 3 0 6 PH O N E : 9 5 2 - 8 9 0 - 6 0 4 4 JB e n d e r @m n h i l l . c o m ww w . m n h i l l . c o m I h e r e b y c e r t i f y t h a t t h i s p l a n , sp e c i f i c a t i o n o r r e p o r t w a s p r e p a r e d by m e o r u n d e r m y d i r e c t s u p e r v i s i o n an d t h a t I a m a d u l y L i c e n s e d Pr o f e s s i o n a l E n g i n e e r u n d e r t h e l a w s of t h e S t a t e o f M i n n e s o t a . PRE L I M I N A R Y FA R M I N G T O N , M I N N E S O T A SA W Y E R G L E N N LE N N A R FO R 16 3 5 5 3 6 T H A V E S U I T E # 1 0 0 P L Y M O U N T H , M N 5 5 4 4 6 CTY 2026-03-02 REV PER CITY COMMENTS F: \ _ C i v i l 3 D P r o j e c t s \ 2 4 3 3 2 \ P R E - P L A T P L A N S \ 2 4 3 3 2 D . d w g - 3 / 0 2 / 2 0 2 6 0 8 : 2 4 A M 24332 D C7.3 CO N S T R U C T I O N D E T A I L S Pa g e 1 4 4 o f 1 7 6 PROJECT NO. 24332 CAD FILE 12/23/2025 DATE REVISIONS DRAWN BY Da t e : Re g . N o . 2025-12-30 REV WETLAND BUFFER 29 9 9 W E S T C . R . 4 2 , S U I T E 1 0 0 BU R N S V I L L E , M N 5 5 3 0 6 PH O N E : 9 5 2 - 8 9 0 - 6 0 4 4 JB e n d e r @m n h i l l . c o m ww w . m n h i l l . c o m I h e r e b y c e r t i f y t h a t t h i s p l a n , sp e c i f i c a t i o n o r r e p o r t w a s p r e p a r e d by m e o r u n d e r m y d i r e c t s u p e r v i s i o n an d t h a t I a m a d u l y L i c e n s e d Pr o f e s s i o n a l E n g i n e e r u n d e r t h e l a w s of t h e S t a t e o f M i n n e s o t a . PRE L I M I N A R Y FA R M I N G T O N , M I N N E S O T A SA W Y E R G L E N N LE N N A R FO R 16 3 5 5 3 6 T H A V E S U I T E # 1 0 0 P L Y M O U N T H , M N 5 5 4 4 6 CTY 2026-03-02 REV PER CITY COMMENTS F: \ _ C i v i l 3 D P r o j e c t s \ 2 4 3 3 2 \ P R E - P L A T P L A N S \ 2 4 3 3 2 D . d w g - 3 / 0 2 / 2 0 2 6 0 8 : 2 4 A M 24332 D C7.4 CO N S T R U C T I O N D E T A I L S Pa g e 1 4 5 o f 1 7 6 PROJECT NO. 24332 CAD FILE 12/23/2025 DATE REVISIONS DRAWN BY Da t e : Re g . N o . 2025-12-30 REV WETLAND BUFFER 29 9 9 W E S T C . R . 4 2 , S U I T E 1 0 0 BU R N S V I L L E , M N 5 5 3 0 6 PH O N E : 9 5 2 - 8 9 0 - 6 0 4 4 JB e n d e r @m n h i l l . c o m ww w . m n h i l l . c o m I h e r e b y c e r t i f y t h a t t h i s p l a n , sp e c i f i c a t i o n o r r e p o r t w a s p r e p a r e d by m e o r u n d e r m y d i r e c t s u p e r v i s i o n an d t h a t I a m a d u l y L i c e n s e d Pr o f e s s i o n a l E n g i n e e r u n d e r t h e l a w s of t h e S t a t e o f M i n n e s o t a . PRE L I M I N A R Y FA R M I N G T O N , M I N N E S O T A SA W Y E R G L E N N LE N N A R FO R 16 3 5 5 3 6 T H A V E S U I T E # 1 0 0 P L Y M O U N T H , M N 5 5 4 4 6 CTY 2026-03-02 REV PER CITY COMMENTS F: \ _ C i v i l 3 D P r o j e c t s \ 2 4 3 3 2 \ P R E - P L A T P L A N S \ 2 4 3 3 2 D . d w g - 3 / 0 2 / 2 0 2 6 0 8 : 2 4 A M 24332 D C7.5 CO N S T R U C T I O N D E T A I L S Pa g e 1 4 6 o f 1 7 6 95 0 960 970 980 950 95 0 950 950 960 960 960 960 960 96 0 960 960 960 960 960 96 0 96 0 96 0 9 6 0 970 970 97 0 98 0 952 95 2 952 952 9 5 4 954 954 954 954 954 954 9 5 4 954 954 954 954 9 5 4 9 5 4 9 5 4 954 954 954 95 4 956 956 9 5 6 956 956 956 9 5 6 956 956 956 9 5 6 956 9 5 6 95 6 956 956 956 958 958958 958 958 958 958 95 8 958 9 5 8 958 9 5 8 95 8 95 8 962 96 2 9 6 2 964 964 964 966 966 966 9 6 6 968 968 9 6 8 9 7 2 972 972 972 9 7 2 9 7 2 972 97 2 9 7 4 974 974 974 97 6 9 7 6 97 8 944 946 948 950952 950 950 950 950 950 9 5 0 95 0 950 950 950 950 9 5 0 9 5 0 950 950 944 944 944 94 4 944 94 4 944 94 4 94 4 944 944 944 944 94 4 94 4 94 4 9 4 4 94 6 946 946 94 6 946 946 948 946 946 9 4 6 9 4 6 946 9 4 6 946 9 4 6 946 94 8 9 4 8 948 94 8 948 948 948 948 9 4 8 9 4 8 948 94 8 948 948 952 952 952 95 2 952 952 952 9 5 2 95 2 95 2 952 952 95 2 952 952 952 9 5 2 936 938 94 0 94 2 940 940 940940 940 940 94 0 940 94 0 940 940 940 942 94 0 9 4 0 940 940 940 940 940 940 940 940 940 940 9 4 0 936 936 936 936 936 9 3 6 936 936 936 93 6 936 9 3 6 936 93 6 9 3 6 93 6 936 9 3 6 936 936 93 6 936 936 938 938 93 8 938 938 938 938 938 938 9 3 8 938 938 9 3 8 938 938 9 3 8 938 93 8 938 93 8 93 8 93 8 938 9 3 8 93 8 93 8 93 8 942 942 942 94 2 942 94 2 942 94 6 94 0 942 94 2 942 942 942 942 942 94 2 94 2 9 4 2 94 2 942 94 2 942 9 3 4 9 3 6 934 9 3 4 934934 9 3 4 93 4 9 3 4 934 934 934 934 934 934 934 9 3 4 9 3 4 934 93 4 934 934 934 9 3 4 934 932 93 2 932 930 930 92 8 93 0 93 2 93 4 93 6 936 93 8 9 3 6 954 948 9 4 8 948 93 6 932 9 3 2 9 3 2 9 3 0 9 3 2 932 9 3 2 934 934 932 934 9 3 4 9 3 6 932 9 3 2 934 93 2 93 2 9 3 2 9 3 2 9 3 2 93 2 92 2 92 4 92 6 92 8 93 0 93 2 93 2 934 934 9 3 6 94 0 93 2 93 2 92 2 92 4 92 6 OH U OH U X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU I I I I I I I I I I >> > > > > > > > > >>> > > > > TV S S TV T V TVTV TV D S G G G G G G G G G G G G G G G G G G W B F W B F WBF WB F WB F WB F WB F WB F W B F WB F WB F WBF D SS XXXXXX X X X X X X FE M A Z O N E A E RE G U L A T O R Y FL O O D W A Y FE M A ZO N E A E FEMA ZONE A FEMA ZONE A FEMA ZONE A BM #1 TNH=942.29 BM #2 TNH=949.18 12345678910111213141516 17 18 19 20 21 22 23 24 2 5 2 6 2 7 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 0+00 50+50 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 0+ 0 0 17 + 3 3 1 2 3 4 5 6 7 8 9 0+00 9 + 1 6 012345678 9 10 11 12 13 14 1 5 16 16 + 2 9 1 23 4 56 8 7 123456789101112131415161718192021222324 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 1 2 3 4 1 2 3 4 5 6789101112131415 16 17 18 19 20 2122232425 1 2 3 4 5 6 7 89101112 13 14 15 16 17 18 19 20 21 22 23 24 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 1 2 3 4 5 6 7 8 9 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 53 52 OUTLOT B OUTLOT A OUTLOT D OUTLOT C OU T L O T B 1 8 6 7 21 1 T H S T FE N W A Y L N 208TH ST 208TH ST FA I R F I E L D D R FAIR F I E L D D R FA I R F I E L D D R 20 9 T H S T 209TH ST FLAXTON LN FLA X T O N L N 211TH ST FEN W A Y L N FE N W A Y L N >>>>> > > > > > > > > > >>> > > > > > > > > >> > >> > > > > > > > > > > > > > > > > > > > > > PROJECT NO. 24332 CAD FILE 12/23/2025 DATE REVISIONS DRAWN BY Da t e : Re g . N o . 2025-12-30 REV WETLAND BUFFER 29 9 9 W E S T C . R . 4 2 , S U I T E 1 0 0 BU R N S V I L L E , M N 5 5 3 0 6 PH O N E : 9 5 2 - 8 9 0 - 6 0 4 4 JB e n d e r @m n h i l l . c o m ww w . m n h i l l . c o m I h e r e b y c e r t i f y t h a t t h i s p l a n , sp e c i f i c a t i o n o r r e p o r t w a s p r e p a r e d by m e o r u n d e r m y d i r e c t s u p e r v i s i o n an d t h a t I a m a d u l y L i c e n s e d Pr o f e s s i o n a l E n g i n e e r u n d e r t h e l a w s of t h e S t a t e o f M i n n e s o t a . PRE L I M I N A R Y FA R M I N G T O N , M I N N E S O T A SA W Y E R G L E N N LE N N A R FO R 16 3 5 5 3 6 T H A V E S U I T E # 1 0 0 P L Y M O U N T H , M N 5 5 4 4 6 CTY 2026-03-02 REV PER CITY COMMENTS F: \ _ C i v i l 3 D P r o j e c t s \ 2 4 3 3 2 \ P R E - P L A T P L A N S \ 2 4 3 3 2 T P . d w g - 3 / 0 2 / 2 0 2 6 0 8 : 2 4 A M 24332 TP C8.0 TR E E P R E S E R V A T I O N P L A N LEGEND Know what's below. before you dig.Call R EXISTING TREE GRADING/DISTURBANCE LIMITS REMOVE TREE EXISTING TREE (OFF-SITE) NOTES: 1.THE EXISTING TOPOGRAPHY AND CONTOUR ELEVATIONS ON THE PLANS WERE PROVIDED BY HILL, INC. ON 10/28/2025. THE DEGREE OF ACCURACY OF THE EXISTING CONTOURS SHOWN ON THE PLAN IS EQUAL TO ± ONE HALF THE CONTOUR INTERVAL. 2.FEMA FLOOD DATA EXPORTED ON 12/01/2025. 3.TREE DATA PROVIDED BY MIDWEST NATURAL RESOURCES, INC. ON 12/05/2025. 4.WETLANDS PER KJOLHAUG ENVIRONMENTAL DELINEATION (PENDING APPROVAL). 5.TREES SHOULD BE REMOVED DURING WINTER MONTHS TO AVOID IMPACTING BAT MIGRATIONS OR ROOSTING IF TREES ARE LARGER THAN 10 INCHES IN DIAMETER. SCALE IN FEET 0 150 300 BENCHMARKS #1 TNH AT NW QUAD 211TH ST W & FLAGSTONE WAY ELEV=942.29 #2 TNH NORTH OF 208TH ST W & 130' FROM WEST STREET END ELEV=949.18 Pa g e 1 4 7 o f 1 7 6 95 0 960 970 980 950 950 960 960 970 952 952 9 5 4 954 954 9 5 4 956 956 956 958 958 962 964 966 968 9 7 2 9 7 4 97 6 97 8 944 946 948 950 952 950 950 950 950 94 4 944 94 4 944 94 6 946 946 94 8 948 948 952 952 952 94 2 940 940 940 942 93 6 9 3 6 938 9 3 8 938 942 94 2 942 94 6 94 0 93 8 954 948 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X I I I I > > > > > > > > > > > > >>>>>>>>>>> > > > > > > > > > > TV S >> S TV T V D D D D EOF 938.7 I >> 19" BOX ELDER12" ELM21" ELM21" ELM12" ELM 12" ELM 12" ELM 13" MULBERRY 13" BOX ELDER 8,7,6" SOFT MAPLE ST-1 ST-2 GW 934.8 ST-3 ST-4 ST-5 ST-6 GW 928.9 D 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 50+50 11 12 13 14 15 16 17 17 + 3 3 1 2 3 4 5 6 7 8 0+00 0 1 234567 8 9 10 11 1 23 4 123456789101112131415161718192021222324 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 1 2 3 4 1 2 3 4 5 6789101112131415 16 17 18 19 20 2122232425 1 2 3 4 5 6 7 89101112 13 14 15 16 17 18 19 20 21 22 23 24 1 2 3 4 5 6 7 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 8 208TH ST 208TH ST FA I R F I E L D D R 209TH ST FLAXTON LN FLA X T O N L N FE N W A Y L N >>> > > > >>>> > > > > > > > > > > > > > > >> > >>>>>>> > > > > > > > > > >>>>>> > > > > > > > >> > >>>>> > > > >>>>>>>> >> > > > > >>>>>>>>> > > > > > > > > > > > > > > > >>> >>> >>>> > > > > > > > > > > > 230423052306 2307 2308 2309 2310 2311 2312 2313 PROJECT NO. 24332 CAD FILE 12/23/2025 DATE REVISIONS DRAWN BY Da t e : Re g . N o . 2025-12-30 REV WETLAND BUFFER 29 9 9 W E S T C . R . 4 2 , S U I T E 1 0 0 BU R N S V I L L E , M N 5 5 3 0 6 PH O N E : 9 5 2 - 8 9 0 - 6 0 4 4 JB e n d e r @m n h i l l . c o m ww w . m n h i l l . c o m I h e r e b y c e r t i f y t h a t t h i s p l a n , sp e c i f i c a t i o n o r r e p o r t w a s p r e p a r e d by m e o r u n d e r m y d i r e c t s u p e r v i s i o n an d t h a t I a m a d u l y L i c e n s e d Pr o f e s s i o n a l E n g i n e e r u n d e r t h e l a w s of t h e S t a t e o f M i n n e s o t a . PRE L I M I N A R Y FA R M I N G T O N , M I N N E S O T A SA W Y E R G L E N N LE N N A R FO R 16 3 5 5 3 6 T H A V E S U I T E # 1 0 0 P L Y M O U N T H , M N 5 5 4 4 6 CTY 2026-03-02 REV PER CITY COMMENTS F: \ _ C i v i l 3 D P r o j e c t s \ 2 4 3 3 2 \ P R E - P L A T P L A N S \ 2 4 3 3 2 T P . d w g - 3 / 0 2 / 2 0 2 6 0 8 : 2 5 A M 24332 TP C8.1 TR E E P R E S E R V A T I O N P L A N Know what's below. before you dig.Call R SCALE IN FEET 0 50 100 Pa g e 1 4 8 o f 1 7 6 950 944 94 6 94 8 936 938 94 0 94 2 940 936 93 6 93 6 936 9 3 6 938 938 93 8 938 93 8 9 3 4 9 3 6 934 93 4 934 934 934 9 3 4 934 932 93 2 92 8 93 8 93 6 932 9 3 2 934 9 3 2 934 93 2 93 2 9 3 2 92 2 92 4 92 6 92 8 93 0 93 2 934 934 9 3 6 94 0 92 2 92 4 9 2 6 X X X X X X X X X X X X X X X X X X X X X X X X X X X X I I I I I I > > > > > > > V TVTV D S EOF 938.7 8,7,6" SOFT MAPLE 20" BOX ELDER 25" BOX ELDER 8,7,6,5" BOX ELDER 12" BOX ELDER 12" BOX ELDER 13,10,9" BOX ELDER 12" BOX ELDER 12" BOX ELDER 12" BOX ELDER 16" BOX ELDER 12" BOX ELDER ST-9 GW 922.5 ST-4 ST-7 GW 927.4 ST-8 GW 928.5 ST-11 GW 928.1 ST-12 GW 925.3 WBF WB F W B F W B F W B F W B F W B F WBFWBFWBFWBF WB F WB F WB F WB F WB F X X X X X X X X X X X X X X FE M A Z O N E A E RE G U L A T O R Y FL O O D W A Y EOF 932.9 20 21 22 23 24 2 5 2 6 2 7 2 8 29 30 31 32 33 1 2 3 4 5 6 7 8 9 10 11 0+ 0 0 1 2 3 4 5 6 7 8 9 0+00 9 + 1 6 11 12 13 14 1 5 16 16 + 2 9 56 8 7 40 41 42 43 44 45 46 47 48 49 50 51 2122232425 5 6 7 8910 13 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 1 2 3 4 5 6 7 8 9 1 2 3 4 5 6 7 8 9 10 5 6 7 8 9 10 11 12 13 14 15 16 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 53 52 OUTLOT B OUTLOT A OUTLOT D OU T L O T B 1 8 6 7 FE N W A Y L N FAIR F I E L D D R FA I R F I E L D D R 20 9 T H S T FLAXTON LN FLA X T O N L N FEN W A Y L N > > > > > > > >>>>>>> > > > > > > > > > > > > > > > > > > >> > > > > > > > > > > > > > > > > > > > >>> > > > >>> > >>> >> > > > > > > > >>> > > > > > > > > > > > > > > POND 2P BTM 920.5 OLE 930.5 HWL 933.6 POND 3P BTM 923.0 OLE 933.0 HWL 934.5 2313 2314 2315 2316 2317 2318 2319 2320 2321 2322 2323 2324 PROJECT NO. 24332 CAD FILE 12/23/2025 DATE REVISIONS DRAWN BY Da t e : Re g . N o . 2025-12-30 REV WETLAND BUFFER 29 9 9 W E S T C . R . 4 2 , S U I T E 1 0 0 BU R N S V I L L E , M N 5 5 3 0 6 PH O N E : 9 5 2 - 8 9 0 - 6 0 4 4 JB e n d e r @m n h i l l . c o m ww w . m n h i l l . c o m I h e r e b y c e r t i f y t h a t t h i s p l a n , sp e c i f i c a t i o n o r r e p o r t w a s p r e p a r e d by m e o r u n d e r m y d i r e c t s u p e r v i s i o n an d t h a t I a m a d u l y L i c e n s e d Pr o f e s s i o n a l E n g i n e e r u n d e r t h e l a w s of t h e S t a t e o f M i n n e s o t a . PRE L I M I N A R Y FA R M I N G T O N , M I N N E S O T A SA W Y E R G L E N N LE N N A R FO R 16 3 5 5 3 6 T H A V E S U I T E # 1 0 0 P L Y M O U N T H , M N 5 5 4 4 6 CTY 2026-03-02 REV PER CITY COMMENTS F: \ _ C i v i l 3 D P r o j e c t s \ 2 4 3 3 2 \ P R E - P L A T P L A N S \ 2 4 3 3 2 T P . d w g - 3 / 0 2 / 2 0 2 6 0 8 : 2 5 A M 24332 TP C8.2 TR E E P R E S E R V A T I O N P L A N Know what's below. before you dig.Call R SCALE IN FEET 0 50 100 SCALE IN FEET 0 50 100 Pa g e 1 4 9 o f 1 7 6 940 94 0 9 3 6 936 936 936 93 6 9 3 6 938 938 9 3 4 934 934 934 93 4 93 2 932 930 930 92 8 93 0 93 2 93 4 93 2 9 3 2 9 3 2 9 3 0 9 3 2 932 9 3 2 934 934 9 3 2 93 2 93 2 9 3 2 9 3 2 9 3 2 93 2 92 4 92 6 92 8 93 0 93 2 93 2 93 2 93 2 92 2 92 4 92 6 OH U OH U OH U OH U OH U OH U OH U X X X OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU >> > > > > > > > > > > > > > TV EOF 933.6 G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G ST-10 GW 929.0 ST-11 GW 928.1 WBF WB F WB F WB F WB F WB F WB F WB F WB F WBF WBF W B F WB F WB F WB F WB F WB F WB F WB F WB F WBF X X X X X X X X FE M A Z O N E A E RE G U L A T O R Y FL O O D W A Y FE M A ZO N E A E FEMA ZONE A FEMA ZONE A FEMA ZONE A 131415 16 17 18 19 20 21 22 23 24 1 2 0+ 0 0 7 8 9 7 8 9 10 10 11 12 OUTLOT B OUTLOT C 6 7 21 1 T H S T FA I R F I E L D D R FEN W A Y L N >>>>>>> > > > > > > > > > > > > > > > > POND 1P BTM 921.0 OLE 931.0 HWL 937.7 POND 2P BTM 920.5 OLE 930.5 HWL 933.6 FEMA FLOOD STORAGE BTM 929.0 FEMA FLOOD STORAGE BTM 929.0 FEMA FLOOD STORAGE BTM 929.0 POND 4P HWL 931.0 B-B HWL 933.2 F: \ _ C i v i l 3 D P r o j e c t s \ 2 4 3 3 2 \ P R E - P L A T P L A N S \ 2 4 3 3 2 T P . d w g - 3 / 0 2 / 2 0 2 6 0 8 : 2 5 A M 24332 TP C8.3 TR E E P R E S E R V A T I O N P L A N PROJECT NO. 24332 CAD FILE 12/23/2025 DATE REVISIONS DRAWN BY Da t e : Re g . N o . 2025-12-30 REV WETLAND BUFFER 29 9 9 W E S T C . R . 4 2 , S U I T E 1 0 0 BU R N S V I L L E , M N 5 5 3 0 6 PH O N E : 9 5 2 - 8 9 0 - 6 0 4 4 JB e n d e r @m n h i l l . c o m ww w . m n h i l l . c o m I h e r e b y c e r t i f y t h a t t h i s p l a n , sp e c i f i c a t i o n o r r e p o r t w a s p r e p a r e d by m e o r u n d e r m y d i r e c t s u p e r v i s i o n an d t h a t I a m a d u l y L i c e n s e d Pr o f e s s i o n a l E n g i n e e r u n d e r t h e l a w s of t h e S t a t e o f M i n n e s o t a . PRE L I M I N A R Y FA R M I N G T O N , M I N N E S O T A SA W Y E R G L E N N LE N N A R FO R 16 3 5 5 3 6 T H A V E S U I T E # 1 0 0 P L Y M O U N T H , M N 5 5 4 4 6 CTY 2026-03-02 REV PER CITY COMMENTS Know what's below. before you dig.Call R SCALE IN FEET 0 50 100 Pa g e 1 5 0 o f 1 7 6 OVERALL LANDSCAPE PLAN: L1.0 Title Page L1.1 SAWYER GLENN Landscape PlanL1.2 PRELIMINARY LANDSCAPE PLANS Landscape Plan Landscape Sheet Index: Surveyor + Civil Engineer: Landscape PlanL1.3 Landscape PlanL1.4 Landscape PlanL1.5 Landscape PlanL1.6 Landscape Details, Notes, and SchedulesL1.7 Single Family Tree Requirement: (1) Street Tree in the Front Yard Per Lot Total No. of Single Family Dwelling Units: 215 Total No. of Single Family Front Yard Trees Required: 215 Lot Frontage Trees: 1 Tree per 40' of lot frontage or 1 Tree per Lot if 40' is not feasible Lot Frontage Trees shall be installed on private property in the front yard 8' from the property line Yard Tree Landscape Calculations: L1.8 Tree Preservation Plan (a) Evergreen trees: Six feet (6') in height as specified by the American Association of Nurserymen, except for the true dwarf varieties. (b) Ground cover plants: Crowns, plugs, containers, in a number as appropriate by species to provide fifty percent (50%) surface coverage after one growing season. The species must provide seventy five percent (75%) to one hundred percent (100%) surface coverage after two (2) growing seasons. (c) Medium and large deciduous shade trees: Two inch (2") caliper, as measured six inches (6") above the ground as specified by the American Association Of Nurserymen. (d) Shrubs (deciduous and evergreen, including spreader and globe tree forms): Twelve inches (12") to eighteen inches (18") in height. (e) Small deciduous or ornamental trees: Minimum caliper of one and one-half inches (11/2") as specified by the American Association of Nurserymen, except for the true dwarf varieties. (f) Sod: As required to provide coverage and soil stabilization. Sod is required in the street side yard or front yard and seeding may be planted within other areas of the yard. (g) Turf and native grass: Seeding as appropriate to provide complete coverage within the first growing season. Planting Requirements: High Density: High density residential developments which range from seven (7) and sixty (60) units per acre shall include at least twenty percent (20%) of the parcel as landscaped open space and ten percent (10%) of the parcel must be developed for private recreation and/or common open space. Residential Landscape Requirements: Proposed Tree Summary: Developed Uses: In all residential, business and industrial districts, except in B-2, developed uses shall provide a landscaped yard along all public streets. This yard shall be free from structures, storage and off street parking, except for driveways, and shall be at least ten feet (10') in depth. Developed Use Requirements: Landscaping Required: All areas not covered by buildings, paved areas, or other acceptable improvements shall be finish graded and installed with turf grass or other acceptable plant material. Any outdoor storage area shall be surfaced to control dust. General Landscape Requirements: FEBRUARY 27TH, 2026 General Notes: 1. Actual locations of trees may vary, depending on final location of driveways and utilities. 2. See Civil Engineer's plans for grading layout and requirements 3. Contractor to coordinate all work in the city right-of-way with City of Farmington, MN Public Works Department. 4. Sod all disturbed areas except plant beds and areas noted to receive seed. 5. Place a minimum of 6" topsoil or slope dressing on all areas disturbed by construction, including right-of-way boulevards, unless specified otherwise. 6. See Sheet L1.7 for Landscape Details & Plant Schedule. 7. See Sheet L1.8 for Tree Preservation Plan. I h e r e b y c e r t i f y t h a t t h i s p l a n , s p e c i f i c a t i o n , o r re p o r t w a s p r e p a r e d b y m e o r u n d e r m y di r e c t s u p e r v i s i o n a n d t h a t I a m a d u l y Li c e n s e d L a n d s c a p e A r c h i t e c t u n d e r t h e l a w s of t h e S t a t e o f M i n n e s o t a . CA L Y X DE S I G N G R O U P La n d s c a p e A r c h i t e c t u r e - P l a n n i n g 47 5 C l e v e l a n d A v e . N | S u i t e 1 0 1 A Sa i n t P a u l , M N 5 5 1 0 4 65 1 . 7 8 8 . 9 0 1 8 | w w w . c a l y x d e s i g n g r o u p . c o m SA W Y E R G L E N N 29 9 9 W . C TY . R D. 4 2 , S UI T E 1 0 0 , B UR N S V I L L E , M N 5 5 3 0 6 PH O N E : ( 9 5 2 ) 8 9 0 - 6 0 4 4 F A X : ( 9 5 2 ) 8 9 0 - 6 2 4 4 LE N N A R FA R M I N G T O N , M I N N E S O T A FO R 16 3 5 5 3 6 T H A V E S U I T E # 1 0 0 P L Y M O U T H , M N 5 5 4 4 6 Pr i n t N a m e : Be n j a m i n D . H a r t b e r g , P L A PR E L I M I N A R Y Si g n a t u r e : Da t e : Li c e n s e N o . 4 8 0 8 4 PL A N N E R S / E N G I N E E R S / S U R V E Y O R S DRAWN BY AL 12/23/2025 DATE REVISIONS 02/27/2026 - CITY RE-SUBMITTAL SET PROJECT NO. 26-104 SHEET NO. SHEET L1.2SHEET L1.1 SHEET L1.3 SHEET L1.4 SHEET L1.6SHEET L1.5 (1) Lot frontage trees in new developments shall be installed on private property in the front yard at a minimum spacing of one tree for every forty feet (40') of lot frontage or one tree per lot if forty feet (40') is not feasible. The developer is responsible for installing the lot frontage trees per the landscape plan as required by the development contract. Special planting designs for lot frontage trees need to be approved by the planning division. (2) Boulevard trees in new developments shall be located on city approved boulevard tree routes and be installed at a minimum spacing of one tree for every forty feet (40') of boulevard frontage or one tree per boulevard frontage if forty feet (40') is not feasible. The developer is responsible for installing the boulevard trees per the landscape plan as required by the development contract. Lot Frontage and Boulevard Tree Spacing: Total Lot Trees Required: 215 Total Lot Trees Shown: 215 Corner Lot Additional Trees:34 Total Required Trees Shown: 239 Total Buffer Trees Shown 133 Total Trees Proposed on Site: 406 Inches Required for Mitigation 20" Inches Proposed for Mitigation: 20" (3) Lot frontage trees in new developments shall be planted by the developer per the development contract on private property eight feet (8') from the front property line and shall be installed in a parallel line to the front lot line. (4) Boulevard trees in new developments shall be planted by the developer per the development contract on city approved boulevard tree routes in the center of the city boulevard width between the property line and curb or the sidewalk and curb. The distance trees may be planted from curbs, sidewalks, trails, or pavement shall be no closer than four feet (4'). Lot Frontage and Boulevard Tree Location: L1.0 LA N D S C A P E T I T L E S H E E T Pa g e 1 5 1 o f 1 7 6 SH E E T L 1 . 1 SH E E T L 1 . 2 SHEET L1.1 SHEET L1.3 RETAINING WALL PER CIVILOVERSTORY TREE, TYP. EXISTING FENCE TO REMOVE EXISTING DEVELOPMENT CIVIL W O R K L I M I T S L I N E CI V I L W O R K L I M I T S L I N E SIDEWALK PER CIVIL PLANS BUFFER PLANTINGS CONIFEROUS TREE, TYP. RETAINING WALL PER CIVIL RETAINING WALL PER CIVIL LANDSCAPE PLAN: SCALE IN FEET 0 40 80 1 inch = 40 feet See Sheet L1.7 for Planting Details, Notes, and Requirements General Notes: 1. Actual locations of trees may vary, depending on final location of driveways and utilities. 2. See Civil Engineer's plans for grading layout and requirements 3. Contractor to coordinate all work in the city right-of-way with City of Farmington, MN Public Works Department. 4. Sod all disturbed areas except plant beds and areas noted to receive seed. 5. Place a minimum of 6" topsoil or slope dressing on all areas disturbed by construction, including right-of-way boulevards, unless specified otherwise. 6. See Sheet L1.7 for Landscape Details & Plant Schedule. 7. See Sheet L1.8 for Tree Preservation Plan. I h e r e b y c e r t i f y t h a t t h i s p l a n , s p e c i f i c a t i o n , o r re p o r t w a s p r e p a r e d b y m e o r u n d e r m y di r e c t s u p e r v i s i o n a n d t h a t I a m a d u l y Li c e n s e d L a n d s c a p e A r c h i t e c t u n d e r t h e l a w s of t h e S t a t e o f M i n n e s o t a . CA L Y X DE S I G N G R O U P La n d s c a p e A r c h i t e c t u r e - P l a n n i n g 47 5 C l e v e l a n d A v e . N | S u i t e 1 0 1 A Sa i n t P a u l , M N 5 5 1 0 4 65 1 . 7 8 8 . 9 0 1 8 | w w w . c a l y x d e s i g n g r o u p . c o m SA W Y E R G L E N N 29 9 9 W . C TY . R D. 4 2 , S UI T E 1 0 0 , B UR N S V I L L E , M N 5 5 3 0 6 PH O N E : ( 9 5 2 ) 8 9 0 - 6 0 4 4 F A X : ( 9 5 2 ) 8 9 0 - 6 2 4 4 LE N N A R FA R M I N G T O N , M I N N E S O T A FO R 16 3 5 5 3 6 T H A V E S U I T E # 1 0 0 P L Y M O U T H , M N 5 5 4 4 6 Pr i n t N a m e : Be n j a m i n D . H a r t b e r g , P L A PR E L I M I N A R Y Si g n a t u r e : Da t e : Li c e n s e N o . 4 8 0 8 4 PL A N N E R S / E N G I N E E R S / S U R V E Y O R S DRAWN BY AL 12/23/2025 DATE REVISIONS 02/27/2026 - CITY RE-SUBMITTAL SET PROJECT NO. 26-104 SHEET NO. L1.1 LA N D S C A P E P L A N Pa g e 1 5 2 o f 1 7 6 SH E E T L 1 . 1 SH E E T L 1 . 2 50' SIGHT TRIANGLE SHEET L1.2 SHEET L1.4 50' SIGHT TRIANGLE RETAINING WALL PER CIVIL EXISTING DEVELOPMENT EXISTING DEVELOPMENT OVERSTORY TREE, TYP. CIVIL WORK LIMITS LINE CI V I L W O R K L I M I T S L I N E SIDEWALK PER CIVIL PLANS BUFFER PLANTINGS CONIFEROUS TREE, TYP. LANDSCAPE PLAN: SCALE IN FEET 0 40 80 1 inch = 40 feet See Sheet L1.7 for Planting Details, Notes, and Requirements I h e r e b y c e r t i f y t h a t t h i s p l a n , s p e c i f i c a t i o n , o r re p o r t w a s p r e p a r e d b y m e o r u n d e r m y di r e c t s u p e r v i s i o n a n d t h a t I a m a d u l y Li c e n s e d L a n d s c a p e A r c h i t e c t u n d e r t h e l a w s of t h e S t a t e o f M i n n e s o t a . CA L Y X DE S I G N G R O U P La n d s c a p e A r c h i t e c t u r e - P l a n n i n g 47 5 C l e v e l a n d A v e . N | S u i t e 1 0 1 A Sa i n t P a u l , M N 5 5 1 0 4 65 1 . 7 8 8 . 9 0 1 8 | w w w . c a l y x d e s i g n g r o u p . c o m SA W Y E R G L E N N 29 9 9 W . C TY . R D. 4 2 , S UI T E 1 0 0 , B UR N S V I L L E , M N 5 5 3 0 6 PH O N E : ( 9 5 2 ) 8 9 0 - 6 0 4 4 F A X : ( 9 5 2 ) 8 9 0 - 6 2 4 4 LE N N A R FA R M I N G T O N , M I N N E S O T A FO R 16 3 5 5 3 6 T H A V E S U I T E # 1 0 0 P L Y M O U T H , M N 5 5 4 4 6 Pr i n t N a m e : Be n j a m i n D . H a r t b e r g , P L A PR E L I M I N A R Y Si g n a t u r e : Da t e : Li c e n s e N o . 4 8 0 8 4 PL A N N E R S / E N G I N E E R S / S U R V E Y O R S DRAWN BY AL 12/23/2025 DATE REVISIONS 02/27/2026 - CITY RE-SUBMITTAL SET PROJECT NO. 26-104 SHEET NO. General Notes: 1. Actual locations of trees may vary, depending on final location of driveways and utilities. 2. See Civil Engineer's plans for grading layout and requirements 3. Contractor to coordinate all work in the city right-of-way with City of Farmington, MN Public Works Department. 4. Sod all disturbed areas except plant beds and areas noted to receive seed. 5. Place a minimum of 6" topsoil or slope dressing on all areas disturbed by construction, including right-of-way boulevards, unless specified otherwise. 6. See Sheet L1.7 for Landscape Details & Plant Schedule. 7. See Sheet L1.8 for Tree Preservation Plan. L1.2 LA N D S C A P E P L A N Pa g e 1 5 3 o f 1 7 6 SHEET L1.1 SHEET L1.3 SHEET L1.3 SHEET L1.5 SH E E T L 1 . 3 SH E E T L 1 . 4 50' SIGHT TRIANGLE 50' SIGHT TRIANGLE OVERSTORY TREE, TYP. EXISTING FENCE TO REMOVE CI V I L W O R K L I M I T S L I N E TRAIL PER CIVIL PLANS SIDEWALK PER CIVIL PLANS SIDEWALK PER CIVIL PLANS BUFFER PLANTINGS CONIFEROUS TREE, TYP. RETAINING WALL PER CIVIL LANDSCAPE PLAN: SCALE IN FEET 0 40 80 1 inch = 40 feet See Sheet L1.7 for Planting Details, Notes, and Requirements I h e r e b y c e r t i f y t h a t t h i s p l a n , s p e c i f i c a t i o n , o r re p o r t w a s p r e p a r e d b y m e o r u n d e r m y di r e c t s u p e r v i s i o n a n d t h a t I a m a d u l y Li c e n s e d L a n d s c a p e A r c h i t e c t u n d e r t h e l a w s of t h e S t a t e o f M i n n e s o t a . CA L Y X DE S I G N G R O U P La n d s c a p e A r c h i t e c t u r e - P l a n n i n g 47 5 C l e v e l a n d A v e . N | S u i t e 1 0 1 A Sa i n t P a u l , M N 5 5 1 0 4 65 1 . 7 8 8 . 9 0 1 8 | w w w . c a l y x d e s i g n g r o u p . c o m SA W Y E R G L E N N 29 9 9 W . C TY . R D. 4 2 , S UI T E 1 0 0 , B UR N S V I L L E , M N 5 5 3 0 6 PH O N E : ( 9 5 2 ) 8 9 0 - 6 0 4 4 F A X : ( 9 5 2 ) 8 9 0 - 6 2 4 4 LE N N A R FA R M I N G T O N , M I N N E S O T A FO R 16 3 5 5 3 6 T H A V E S U I T E # 1 0 0 P L Y M O U T H , M N 5 5 4 4 6 Pr i n t N a m e : Be n j a m i n D . H a r t b e r g , P L A PR E L I M I N A R Y Si g n a t u r e : Da t e : Li c e n s e N o . 4 8 0 8 4 PL A N N E R S / E N G I N E E R S / S U R V E Y O R S DRAWN BY AL 12/23/2025 DATE REVISIONS 02/27/2026 - CITY RE-SUBMITTAL SET PROJECT NO. 26-104 SHEET NO. General Notes: 1. Actual locations of trees may vary, depending on final location of driveways and utilities. 2. See Civil Engineer's plans for grading layout and requirements 3. Contractor to coordinate all work in the city right-of-way with City of Farmington, MN Public Works Department. 4. Sod all disturbed areas except plant beds and areas noted to receive seed. 5. Place a minimum of 6" topsoil or slope dressing on all areas disturbed by construction, including right-of-way boulevards, unless specified otherwise. 6. See Sheet L1.7 for Landscape Details & Plant Schedule. 7. See Sheet L1.8 for Tree Preservation Plan. L1.3 LA N D S C A P E P L A N Pa g e 1 5 4 o f 1 7 6 SHEET L1.2 SHEET L1.4 SHEET L1.4 SHEET L1.6 SH E E T L 1 . 3 SH E E T L 1 . 4 50' SIGHT TRIANGLE 50' SIGHT TRIANGLE STORM BASIN PER CIVIL PLANS OVERSTORY TREE, TYP. EXISTING DEVELOPMENT EXISTING WETLAND TO REMAIN CI V I L W O R K L I M I T S L I N E TRAIL PER CIVIL PLANS SIDEWALK PER CIVIL PLANS BUFFER PLANTINGS CONIFEROUS TREE, TYP. LANDSCAPE PLAN: SCALE IN FEET 0 40 80 1 inch = 40 feet See Sheet L1.7 for Planting Details, Notes, and Requirements I h e r e b y c e r t i f y t h a t t h i s p l a n , s p e c i f i c a t i o n , o r re p o r t w a s p r e p a r e d b y m e o r u n d e r m y di r e c t s u p e r v i s i o n a n d t h a t I a m a d u l y Li c e n s e d L a n d s c a p e A r c h i t e c t u n d e r t h e l a w s of t h e S t a t e o f M i n n e s o t a . CA L Y X DE S I G N G R O U P La n d s c a p e A r c h i t e c t u r e - P l a n n i n g 47 5 C l e v e l a n d A v e . N | S u i t e 1 0 1 A Sa i n t P a u l , M N 5 5 1 0 4 65 1 . 7 8 8 . 9 0 1 8 | w w w . c a l y x d e s i g n g r o u p . c o m SA W Y E R G L E N N 29 9 9 W . C TY . R D. 4 2 , S UI T E 1 0 0 , B UR N S V I L L E , M N 5 5 3 0 6 PH O N E : ( 9 5 2 ) 8 9 0 - 6 0 4 4 F A X : ( 9 5 2 ) 8 9 0 - 6 2 4 4 LE N N A R FA R M I N G T O N , M I N N E S O T A FO R 16 3 5 5 3 6 T H A V E S U I T E # 1 0 0 P L Y M O U T H , M N 5 5 4 4 6 Pr i n t N a m e : Be n j a m i n D . H a r t b e r g , P L A PR E L I M I N A R Y Si g n a t u r e : Da t e : Li c e n s e N o . 4 8 0 8 4 PL A N N E R S / E N G I N E E R S / S U R V E Y O R S DRAWN BY AL 12/23/2025 DATE REVISIONS 02/27/2026 - CITY RE-SUBMITTAL SET PROJECT NO. 26-104 SHEET NO. General Notes: 1. Actual locations of trees may vary, depending on final location of driveways and utilities. 2. See Civil Engineer's plans for grading layout and requirements 3. Contractor to coordinate all work in the city right-of-way with City of Farmington, MN Public Works Department. 4. Sod all disturbed areas except plant beds and areas noted to receive seed. 5. Place a minimum of 6" topsoil or slope dressing on all areas disturbed by construction, including right-of-way boulevards, unless specified otherwise. 6. See Sheet L1.7 for Landscape Details & Plant Schedule. 7. See Sheet L1.8 for Tree Preservation Plan. L1.4 LA N D S C A P E P L A N Pa g e 1 5 5 o f 1 7 6 SHEET L1.3 SHEET L1.5 SH E E T L 1 . 5 SH E E T L 1 . 6 STORM BASIN PER CIVIL PLANS FLOOD STORAGE PER CIVIL PLANS OVERSTORY TREE, TYP. CI V I L W O R K L I M I T S L I N E SIDEWALK PER CIVIL PLANS EXISTING TREE TO REMAIN BUFFER PLANTINGS CONIFEROUS TREE, TYP. FLOOD STORAGE PER CIVIL PLANS GAS EASEMENT LANDSCAPE PLAN: See Sheet L1.7 for Planting Details, Notes, and Requirements SCALE IN FEET 0 40 80 1 inch = 40 feet I h e r e b y c e r t i f y t h a t t h i s p l a n , s p e c i f i c a t i o n , o r re p o r t w a s p r e p a r e d b y m e o r u n d e r m y di r e c t s u p e r v i s i o n a n d t h a t I a m a d u l y Li c e n s e d L a n d s c a p e A r c h i t e c t u n d e r t h e l a w s of t h e S t a t e o f M i n n e s o t a . CA L Y X DE S I G N G R O U P La n d s c a p e A r c h i t e c t u r e - P l a n n i n g 47 5 C l e v e l a n d A v e . N | S u i t e 1 0 1 A Sa i n t P a u l , M N 5 5 1 0 4 65 1 . 7 8 8 . 9 0 1 8 | w w w . c a l y x d e s i g n g r o u p . c o m SA W Y E R G L E N N 29 9 9 W . C TY . R D. 4 2 , S UI T E 1 0 0 , B UR N S V I L L E , M N 5 5 3 0 6 PH O N E : ( 9 5 2 ) 8 9 0 - 6 0 4 4 F A X : ( 9 5 2 ) 8 9 0 - 6 2 4 4 LE N N A R FA R M I N G T O N , M I N N E S O T A FO R 16 3 5 5 3 6 T H A V E S U I T E # 1 0 0 P L Y M O U T H , M N 5 5 4 4 6 Pr i n t N a m e : Be n j a m i n D . H a r t b e r g , P L A PR E L I M I N A R Y Si g n a t u r e : Da t e : Li c e n s e N o . 4 8 0 8 4 PL A N N E R S / E N G I N E E R S / S U R V E Y O R S DRAWN BY AL 12/23/2025 DATE REVISIONS 02/27/2026 - CITY RE-SUBMITTAL SET PROJECT NO. 26-104 SHEET NO. General Notes: 1. Actual locations of trees may vary, depending on final location of driveways and utilities. 2. See Civil Engineer's plans for grading layout and requirements 3. Contractor to coordinate all work in the city right-of-way with City of Farmington, MN Public Works Department. 4. Sod all disturbed areas except plant beds and areas noted to receive seed. 5. Place a minimum of 6" topsoil or slope dressing on all areas disturbed by construction, including right-of-way boulevards, unless specified otherwise. 6. See Sheet L1.7 for Landscape Details & Plant Schedule. 7. See Sheet L1.8 for Tree Preservation Plan. L1.5 LA N D S C A P E P L A N Pa g e 1 5 6 o f 1 7 6 SHEET L1.4 SHEET L1.6 SH E E T L 1 . 5 SH E E T L 1 . 6 50' SIGHT TRIANGLE STORM BASIN PER CIVIL PLANS STORM BASIN PER CIVIL PLANS GAS EASEMENT OVERSTORY TREE, TYP. EXISTING DEVELOPMENT EXISTING DEVELOPMENT CIVIL WORK LIMITS LINE CI V I L W O R K L I M I T S L I N E SIDEWALK PER CIVIL PLANS SIDEWALK PER CIVIL PLANS BUFFER PLANTINGS FLOOD STORAGE PER CIVIL PLANS RETAINING WALL PER CIVIL LANDSCAPE PLAN: SCALE IN FEET 0 40 80 1 inch = 40 feet See Sheet L1.7 for Planting Details, Notes, and Requirements I h e r e b y c e r t i f y t h a t t h i s p l a n , s p e c i f i c a t i o n , o r re p o r t w a s p r e p a r e d b y m e o r u n d e r m y di r e c t s u p e r v i s i o n a n d t h a t I a m a d u l y Li c e n s e d L a n d s c a p e A r c h i t e c t u n d e r t h e l a w s of t h e S t a t e o f M i n n e s o t a . CA L Y X DE S I G N G R O U P La n d s c a p e A r c h i t e c t u r e - P l a n n i n g 47 5 C l e v e l a n d A v e . N | S u i t e 1 0 1 A Sa i n t P a u l , M N 5 5 1 0 4 65 1 . 7 8 8 . 9 0 1 8 | w w w . c a l y x d e s i g n g r o u p . c o m SA W Y E R G L E N N 29 9 9 W . C TY . R D. 4 2 , S UI T E 1 0 0 , B UR N S V I L L E , M N 5 5 3 0 6 PH O N E : ( 9 5 2 ) 8 9 0 - 6 0 4 4 F A X : ( 9 5 2 ) 8 9 0 - 6 2 4 4 LE N N A R FA R M I N G T O N , M I N N E S O T A FO R 16 3 5 5 3 6 T H A V E S U I T E # 1 0 0 P L Y M O U T H , M N 5 5 4 4 6 Pr i n t N a m e : Be n j a m i n D . H a r t b e r g , P L A PR E L I M I N A R Y Si g n a t u r e : Da t e : Li c e n s e N o . 4 8 0 8 4 PL A N N E R S / E N G I N E E R S / S U R V E Y O R S DRAWN BY AL 12/23/2025 DATE REVISIONS 02/27/2026 - CITY RE-SUBMITTAL SET PROJECT NO. 26-104 SHEET NO. General Notes: 1. Actual locations of trees may vary, depending on final location of driveways and utilities. 2. See Civil Engineer's plans for grading layout and requirements 3. Contractor to coordinate all work in the city right-of-way with City of Farmington, MN Public Works Department. 4. Sod all disturbed areas except plant beds and areas noted to receive seed. 5. Place a minimum of 6" topsoil or slope dressing on all areas disturbed by construction, including right-of-way boulevards, unless specified otherwise. 6. See Sheet L1.7 for Landscape Details & Plant Schedule. 7. See Sheet L1.8 for Tree Preservation Plan. L1.6 LA N D S C A P E P L A N Pa g e 1 5 7 o f 1 7 6 LANDSCAPE DETAILS, NOTES, AND SCHEDULES: Landscape Notes: 1 L1.7 DECIDUOUS TREE PLANTING - SECTION NOT TO SCALE 2 L1.7 CONIFEROUS TREE PLANTING - SECTION TOMAHAWK TREE STABILIZER STAKES. MINIMUM (2) PER TREE. SOD ROOT BALL TO SIT ON MOUNDED MULCH - 4" DEEP - SEE SPEC PLANTING SOIL - SEE SPEC. TOPSOIL SUBGRADE OTHERWISE. NO MULCH TO BE IN CONIFER TO HAVE SHREDDED HARDWOOD MULCH UNLESS NOTED PLACE ROOT BALL SO THAT BASAL FLARE IS 1" ABOVE SURROUNDING CONTACT WITH TRUNK. NOTE: SUBGRADE, REMOVE BURLAP DRAIN SYSTEM IS NECESSARY 4" DIAMETER AUGERED HOLE, 42" MIN. DEPTH. FILLED W/ 3/4" DIAMETER DRAIN ROCK. COVER W/ 6" FILTER FABRIC. FOR HEAVY CLAY SOILS. FROM TOP 1/3 OF ROOT BALL GRADE. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THE TREES ARE IN A PLUMB POSITION THROUGHOUT THE WARRANTY PERIOD. TR E E H E I G H T M E A S U R E D F R O M T O P O F R O O T B A L L T O B A S E O F C E N T R A L L E A D E R . 1. Tree saucer mulch to be four inches (4") depth natural single-shred hardwood mulch for trees outside of a plant bed. Install per tree planting detail. 2. Refer to civil plan sheets for grading, drainage, site dimensions, survey, tree removal, proposed utilities & erosion control. 3. All plant material shall comply with the latest edition of the American Standard for Nursery Stock, American Association of Nurserymen. Unless noted otherwise, deciduous shrubs shall have at least 5 canes at the specified shrub height. Plant material shall be delivered as specified. 4. Plan takes precedence over plant schedule if discrepancies in quantities exist. 5. All proposed plants shall be located and staked as shown. 6. Adjustment in location of proposed plant material may be needed in field. Should an adjustment be required, the client will provide field approval. Significant changes may require city review and approval. 7. The project landscape contractor shall be held responsible for watering and properly handling all plant materials brought on the site both before and after installation. Schedule plant deliveries to coincide with expected installation time within 36 hours. 8. All plant materials shall be fertilized upon installation as specified. 9. The landscape contractor shall provide the owner with a watering schedule appropriate to the project site conditions and to plant material growth requirements. 10. If the landscape contractor is concerned or perceives any deficiencies in the plant selections, soil conditions, drainage or any other site condition that might negatively affect plant establishment, survival or guarantee, they must bring these deficiencies to the attention of the landscape architect & client prior to bid submission. Plant bed drainage concerns during plant installation shall be brought to the attention of the Owner and General Contractor immediately. 11. Contractor shall establish to his/ her satisfaction that soil and compaction conditions are adequate to allow for proper drainage at and around the building site. 12. Contractor is responsible for ongoing maintenance of all newly installed material until time of owner acceptance. Any acts of vandalism or damage which may occur prior to owner acceptance shall be the responsibility of the contractor. Contractor shall provide the owner with a maintenance program including, but not limited to, pruning, fertilization and disease/pest control. 13. The contractor shall guarantee newly planted material through one calendar year from the date of written owner acceptance. Plants that exhibit more than 10% die-back damage shall be replaced at no additional cost to the owner. The contractor shall also provide adequate tree wrap and deer/rodent protection measures for the plantings during the warranty period. 14. This layout plan constitutes our understanding of the landscape requirements listed in the ordinance. Changes and modifications may be requested by the city based on applicant information, public input, council decisions, etc. 15. The landscape contractor shall be responsible for obtaining any permits and coordinating inspections as required throughout the work process. 16. Plant size & species substitutions must be approved in writing prior to acceptance in the field. 17. The landscape contractor shall furnish an Irrigation Layout Plan for head-to-head coverage of all tree, turf and shrub planting areas. Use commercial-grade irrigation equipment and provide product cut-sheets and (4) copies of the proposed layout plan to the landscape architect for review and approval. Coordinate irrigation connection point, controller, back-flow and valve locations with the architect & general contractor. Irrigation system shall be zoned such that plants over building structure are separate. 18. Landscape Contractor is responsible for coordination with the General Contractor, to protect the new improvements on and off-site during landscape work activities. Report any damage to the General Contractor immediately. 19. All planting, seeding, and sodded areas shall be prepared prior to installation activities with a harley power box rake or equal to provide a firm planting bed free of stones, sticks, construction debris, etc. 20. Turf installation activity shall conform to all rules and regulations as established in the MnDOT Seeding Manual, 2024 edition, for turf bed preparation, installation, maintenance, and warranty. 21. The Landscape Contractor shall furnish samples of all landscape materials for approval prior to installation. 22. The Landscape Contractor shall clear and grub the underbrush from within the work limits to remove dead branches, leaves, trash, weeds and foreign materials. Remove trees where noted on the plan, including the stump to 30" below grade. 23. The landscape contractor shall contact Gopher State One Call no less than 48 hours before digging for field utility locations. 24. The landscape contractor shall be responsible for the removal of erosion control measures once vegetation has been established to the satisfaction of the municipal staff. This includes silt curtain fencing and sediment logs placed in the landscape. 25. The landscape contractor shall be responsible for visiting the site to become familiar with the conditions prior to bidding and installation. Coordinate with the general contractors on matters such as fine grading, landscaped area conditions, staging areas, irrigation connection to building, etc. 26. See Site and Civil plans for grading, utilities, and additional information regarding the project. 27. All sub-cut areas of the site that are designated on the site plan as open space for landscape shall have no less than 4" of imported, pulverized topsoil. Place 16" of topsoil in tree pits. Always slope away from building. 28. Landscape contractor must prove the open sub-grade of all planting areas after their excavation is capable of infiltrating a minimum requirement of 1/4-inch of water per hour prior to installation of plant materials, topsoil, irrigation, weed mat, and mulch. Planting areas not capable of meeting this requirement shall have 4" diameter X 48" depth holes augured every 36" on-center and filled with MnDOT Free-Draining Coarse Filter Aggregate. Re-test sub-grade percolation for compliance to infiltration minimum requirement. 30. Landscape contractor shall coordinate tree removal activities (if required) and ensure all trees designated for removal are gone before start of landscape installation. Grind stump to 30" below grade and back-fill with topsoil. 31. All disturbed areas are to receive turf sod or seed to establish final vegetation. 32. Retaining walls and stairs require structural engineering by others. Unless otherwise specified, retaining walls to be County Material 'County Block' straight face units, gray color with matching cap units. 33. Native Seed Areas (if called for on plans): Prairie seeding contractor is required to include a 1 year warranty with maintenance in base bid. Prairie contractor shall provide the Owner with a proposal for (2) additional years of prairie maintenance, in addition to the (1) year warranty. It shall be the Owner's option to continue maintenance of the native prairie areas after the 1 year warranty expires. Maintain under warranty per MnDOT Seeding Manual, 2024 edition. Warranty includes seeding contractor on-site maintenance visits for mowing, weeding, spot-spraying invasives, garbage removal, and re-seeding bare areas larger than 6"X6". Ensure cover crop achieves 80% germination and erosion is not evident. Maintenance requires no less than 4 visits for warranty work per year. An acceptable stand of seeding is full, lush, and free of invasive plants & weeds. NOT TO SCALE DO NOT HEAVILY PRUNE THE TREE AT PLANTING. PRUNE ONLY CROSSOVER LIMBS, CO-DOMINANT LEADERS, AND BROKEN OR DEAD BRANCHES. SOME INTERIOR TWIGS AND LATERAL BRANCHES MAY BE PRUNED; HOWEVER, DO NOT REMOVE THE TERMINAL BUDS OF BRANCHES THAT EXTEND TO THE EDGE OF THE CROWN. LANDSCAPE CONTRACTOR RESPONSIBLE TO KEEP TREE STRAIGHT AND PLUM. LANDSCAPE CONTRACTOR TO INSTALL 6" WHITE PVC TRUNK GUARD ON ALL NE DECIDUOUS TREES AT TIME OF PLANTING. MARK THE NORTH SIDE OF THE TREE IN THE NURSERY, AND ROTATE TREE TO FACE NORTH AT THE SITE WHEN EVER POSSIBLE. SET TOP OF ROOT BALL FLUSH TO GRADE OR 1-2 IN. HIGHER IN SLOWLY DRAINING SOILS. EACH TREE MUST BE PLANTED SUCH THAT THE TRUNK FLARE IS VISIBLE AT THE TOP OF THE ROOT BALL. TREES WHERE THE TRUNK FLARE IS NOT VISIBLE SHALL BE REJECTED. DO NOT COVER THE TOP OF THE ROOT BALL WITH SOIL. 4 IN. HIGH EARTH SAUCER BEYOND EDGE OF ROOT BALL (FOR ISOLATED TREES ONLY). REMOVE ALL TWINE, ROPE AND WIRE, AND BURLAP FROM TOP HALF OF ROOT BALL IF PLANT IS SHIPPED WITH A WIRE BASKET AROUND THE ROOT BALL, CUT THE WIRE BASKET OFF AND REMOVE. DISPOSE OFF OFF-SITE. PLACE ROOT BALL ON UNEXCAVATED OR TAMPED SOIL. ENSURE NOTE: FOR DIMENSIONS OF PLANTING AREAS SEE PLAN, SOIL BACKFILL SHALL BE GARDEN BLEND SOIL ( EQUAL MIX OF COMPOST, SAND & SOIL ) PER NOTES. TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOT BALL DOES NOT SHIFT. WOOD MULCH. DO NO PLACE MULCH IN CONTACT WITH TREE TRUNK. MAINTAIN THE MULCH WEED-FREE FOR AFTER PLANTING. MULCH RING 4 FT. DIA. MINIMUM 6 FT. DIA. PREFERRED NOTES: TREE PLANTING REQUIREMENTS: -REMOVE ALL TWINE, ROPE, WIRE, AND BURLAP FROM THE TOP-HALF OF THE ROOT BALL AND DISPOSE OF OFF-SITE. -REMOVE THE WIRE BASKET DOWN TO THE SECOND HORIZONTAL WIRE FROM THE BOTTOM AND DISPOSE OF OFF-SITE. -EXPOSE ROOT FLARE AND SET AT GRADE NEW PLANT HOLES PASS THE REQUIRED INFILTRATION TEST. DOUBLE STAKE WITH 1" POLYPROPYLENE WEBBING THROUGH THE EYE OF THE CINCH-TIE RUBBER SUPPORT. AVOID DAMAGE TO THE ROOT BALL WITH SUPPORT STAKES. NURSERY GRADE FIBERGLASS TREE STAKES, 11 16" X 6'-0" I h e r e b y c e r t i f y t h a t t h i s p l a n , s p e c i f i c a t i o n , o r re p o r t w a s p r e p a r e d b y m e o r u n d e r m y di r e c t s u p e r v i s i o n a n d t h a t I a m a d u l y Li c e n s e d L a n d s c a p e A r c h i t e c t u n d e r t h e l a w s of t h e S t a t e o f M i n n e s o t a . CA L Y X DE S I G N G R O U P La n d s c a p e A r c h i t e c t u r e - P l a n n i n g 47 5 C l e v e l a n d A v e . N | S u i t e 1 0 1 A Sa i n t P a u l , M N 5 5 1 0 4 65 1 . 7 8 8 . 9 0 1 8 | w w w . c a l y x d e s i g n g r o u p . c o m SA W Y E R G L E N N 29 9 9 W . C TY . R D. 4 2 , S UI T E 1 0 0 , B UR N S V I L L E , M N 5 5 3 0 6 PH O N E : ( 9 5 2 ) 8 9 0 - 6 0 4 4 F A X : ( 9 5 2 ) 8 9 0 - 6 2 4 4 LE N N A R FA R M I N G T O N , M I N N E S O T A FO R 16 3 5 5 3 6 T H A V E S U I T E # 1 0 0 P L Y M O U T H , M N 5 5 4 4 6 Pr i n t N a m e : Be n j a m i n D . H a r t b e r g , P L A PR E L I M I N A R Y Si g n a t u r e : Da t e : Li c e n s e N o . 4 8 0 8 4 PL A N N E R S / E N G I N E E R S / S U R V E Y O R S DRAWN BY AL 12/23/2025 DATE REVISIONS 02/27/2026 - CITY RE-SUBMITTAL SET PROJECT NO. 26-104 SHEET NO. General Notes: 1. Actual locations of trees may vary, depending on final location of driveways and utilities. 2. See Civil Engineer's plans for grading layout and requirements 3. Contractor to coordinate all work in the city right-of-way with City of Farmington, MN Public Works Department. 4. Sod all disturbed areas except plant beds and areas noted to receive seed. 5. Place a minimum of 6" topsoil or slope dressing on all areas disturbed by construction, including right-of-way boulevards, unless specified otherwise. 6. See Sheet L1.7 for Landscape Details & Plant Schedule. 7. See Sheet L1.8 for Tree Preservation Plan. SYMBOL CODE BOTANICAL NAME COMMON NAME SIZE CONTAINER QTY EVERGREEN TREES AB Abies balsamea Balsam Fir 6` Hgt.B&B 36 JE Juniperus virginiana Eastern Redcedar 6` Hgt.B&B 39 PD Picea glauca `Densata`Black Hills Spruce 6` Hgt.B&B 29 PR Pinus resinosa Red Pine 6` Hgt.B&B 29 ORNAMENTAL TREES CC Crataegus laevigata `Crimson Cloud`Crimson Cloud Hawthorn 1.5" Cal.B&B 10 MA Maackia amurensis Amur Maackia 1.5" Cal.B&B 8 MP Malus x 'Pink Spires'Pink Spires Crabapple 1.5" Cal.B&B 8 SI Syringa reticulata `Ivory Silk`Ivory Silk Japanese Tree Lilac 1.5" Cal.B&B 8 OVERSTORY TREE Ar Acer rubrum Red Maple 2.5" Cal.B&B 13 AJ Acer saccharum 'JFS-KW8' TM Autumn Fest Sugar Maple 2.5" Cal.B&B 13 AS Acer x freemanii `Sienna`Sienna Glen Maple 2.5" Cal.B&B 14 AO Aesculus glabra Ohio Buckeye 1.5" Cal.B&B 13 BR Betula nigra River Birch 2.5" Cal.B&B 13 CO Celtis occidentalis Common Hackberry 2.5" Cal.B&B 13 GA Ginkgo biloba 'Autumn Gold'Autumn Gold Maidenhair Tree 2.5" Cal.B&B 14 GI Gleditsia triacanthos inermis `Skycole` TM Skyline Thornless Honey Locust 2.5" Cal.B&B 14 GI2 Gymnocladus dioica `McKBranched` TM Kentucky Coffeetree 2.5" Cal.B&B 13 OV Ostrya virginiana American Hophornbeam 1.5" Cal.B&B 13 PT Populus tremuloides Quaking Aspen 2.5" Cal.B&B 14 QA Quercus alba White Oak 2.5" Cal.B&B 13 QB Quercus bicolor Swamp White Oak 2.5" Cal.B&B 14 TS Tilia americana `Sentry`Sentry Linden 2.5" Cal.B&B 13 TE Tilia cordata `Erecta`Littleleaf Linden 2.5" Cal.B&B 14 UN Ulmus americana 'New Horizon'New Horizon Elm 2.5" Cal.B&B 13 PLANT SCHEDULE L1.7 LA N D S C A P E D E T A I L S A N D N O T E S Pa g e 1 5 8 o f 1 7 6 EXISTING TREE TO REMOVE EXISTING TREE TO REMOVE EXISTING TREE TO REMOVE EXISTING TREE TO REMOVE EXISTING TREE TO REMOVE TREE PRESERVATION & MITIGATION PLAN: 1 L1.8 TYPICAL TREE PROTECTION DETAIL NOT TO SCALE DRIP LINE PLANELEVATION TREE NOTED TO REMAIN Existing boundary, location, topographic, and utility information shown on this plan is from a field survey provided by James R Hill, Inc. ·Do not begin tree clearing work until tree protection measures are in place and to the permit approval of the City Forester has been granted. ·Critical Root Zone: Install high density polyethylene safety fence, 4 ft. high, international orange, at the Drip Line or at the Critical Root Zone whichever is greater, of trees to be preserved per detail, prior to commencement of earthwork activity. Field-staking of the fence location(s) subject to City approval. ·Where silt fence and proposed tree protection fence overlap, place the tree protection fence on the outside of the silt fence, double-staked at the break-point. ·Refer to Tree Protection Detail ·The contractor shall prune the canopy of existing trees to remain where the canopy is in jeopardy of damage due to the new improvements shown. It is recommended that the contractor hire a certified arborist to perform the pruning. Any branches broken during construction shall be immediately trimmed and wounds painted to prevent further damage. ·Perform work in accordance with the laws, ordinances, rules, regulations, and orders of public authority having jurisdiction. Secure and pay for permits, governmental fees and licenses necessary for the proper execution of the demolition work. ·Provide protective coverings and enclosures as necessary to prevent damage to existing work that is to remain. Existing work to remain may include items such as trees, shrubs, lawns, sidewalks, drives, curbs, utilities, buildings and/or other structures on or adjacent to the demolition site. Provide temporary fences and barricades as required for the safe and proper execution of the work and the protection of persons and property. ·Remove debris, waste, and rubbish promptly from the site. On-site burial of debris is not permitted. Burn no debris on the site. Salvage material not otherwise indicated to be reused shall become the Contractor's property and is to be removed promptly from the site and disposed of in strict accordance with all applicable laws, regulations, and/or statutes. ·Buildings, features, surfaces, and other descriptive references shown on this drawing are for informational purposes only. Field verify all information relevant to the project prior to proceeding with the work. Visit the site and determine all site conditions and hazards. ·This plan is a guide as to the anticipated amount of disturbance expected due to proposed improvements. The contractor is expected to take all necessary precautions to ensure trees noted to remain are not damaged during construction. Do not store material or drive within the drip line of existing trees to remain. Be aware of overhead branches for clearance of material and equipment. ·This plan is not a guarantee that existing trees will survive during/post construction, but rather a guide to help assure their protection and greatest chances of survival at the surface level. Further protection measures outside this scope could involve ecologists, foresters and arborists. ·Notify the Owner's Representative when tree protection fencing is taken down to perform work in conjunction with the new improvements noted in this plan set. The contractor is responsible for re-erecting the tree protection fence immediately after the work is complete, when ever possible ·Trees shown as existing to remain (be preserved) that are damaged / killed as a result of construction activities are subject to replacement per the City Tree Replacement penalty. Replacement trees are to be paid for at no additional expense to the Owner. Tree Preservation & Protection Notes: * NOTE: REFER TO THE CIVIL SHEETS FOR FULL TREE INVENTORY AND REMOVALS CHART * Tree Preservation & Mitigation Calculation: Legend: Existing Tree to be Removed Existing Tree to Remain SCALE IN FEET 0 100 200 1 inch = 100 feet I h e r e b y c e r t i f y t h a t t h i s p l a n , s p e c i f i c a t i o n , o r re p o r t w a s p r e p a r e d b y m e o r u n d e r m y di r e c t s u p e r v i s i o n a n d t h a t I a m a d u l y Li c e n s e d L a n d s c a p e A r c h i t e c t u n d e r t h e l a w s of t h e S t a t e o f M i n n e s o t a . CA L Y X DE S I G N G R O U P La n d s c a p e A r c h i t e c t u r e - P l a n n i n g 47 5 C l e v e l a n d A v e . N | S u i t e 1 0 1 A Sa i n t P a u l , M N 5 5 1 0 4 65 1 . 7 8 8 . 9 0 1 8 | w w w . c a l y x d e s i g n g r o u p . c o m SA W Y E R G L E N N 29 9 9 W . C TY . R D. 4 2 , S UI T E 1 0 0 , B UR N S V I L L E , M N 5 5 3 0 6 PH O N E : ( 9 5 2 ) 8 9 0 - 6 0 4 4 F A X : ( 9 5 2 ) 8 9 0 - 6 2 4 4 LE N N A R FA R M I N G T O N , M I N N E S O T A FO R 16 3 5 5 3 6 T H A V E S U I T E # 1 0 0 P L Y M O U T H , M N 5 5 4 4 6 Pr i n t N a m e : Be n j a m i n D . H a r t b e r g , P L A PR E L I M I N A R Y Si g n a t u r e : Da t e : Li c e n s e N o . 4 8 0 8 4 PL A N N E R S / E N G I N E E R S / S U R V E Y O R S DRAWN BY AL 12/23/2025 DATE REVISIONS 02/27/2026 - CITY RE-SUBMITTAL SET PROJECT NO. 26-104 SHEET NO. NOTE: TREE PROTECTION SHALL BE PROVIDED BY CONTRACTOR AS REQUIRED TO AIDE IN SURVIVABILITY OF EXISTING TREES TO REMAIN. DO NOT STORE MATERIALS OR DRIVE EQUIPMENT WITHIN THE TREE DRIP LINE AS DESIGNATED ABOVE. MAINTAIN THE FENCE INTEGRITY AT ALL TIMES THROUGHOUT CONSTRUCTION. TREE PROTECTION FENCE SHALL BE IN PLACE PRIOR TO THE START OF DEMOLITION. 4' SNOW FENCE WITH POSTS @ 8' O.C. (MAX.) AT EDGE OF CRITICAL ROOT ZONE (A RADIUS OF 1-1/2 FEET FOR EVERY 1 INCH OF DBH FOR THE TREE TRUNK OF THE TREE BEING PRESERVED. REFER TO PLAN FOR LOCATION. EXISTING TREE OFF PROPERTY L1.8 LA N D S C A P E P L A N Pa g e 1 5 9 o f 1 7 6 Figure 3.3 2040 Future Land Use 3-31 03 - LAnd use PLAnPage 160 of 176 Figure 3.4 Anticipated MUSA Staging MUSA Gross Acreage 2020 2030 2040 6,690.94 7010.70 7309.72 3-35 03 - LAnd use PLAnPage 161 of 176 Figure 3.5 Anticipated Development Staging 3-37 03 - LAnd use PLAnPage 162 of 176 CITY OF FARMINGTON DAKOTA COUNTY, MINNESOTA RESOLUTION 2026-023 APPROVING PRELIMINARY PLAT AND PRELIMINARY PLANNED UNIT DEVELOPMENT SAWYER GLENN WHEREAS, the preliminary plat and preliminary planned unit development for Sawyer Glenn is now before the Council for review and approval; and WHEREAS, a public hearing of the Planning Commission was held on March 10, 2026 after notice of the same was published in the official newspaper of the City and proper notice sent to surrounding property owners; and WHEREAS, the Planning Commission reviewed and recommended City Council approval of the preliminary plat and preliminary planned unit development at its regular meeting on March 10, 2026; and WHEREAS, the City Council reviewed the preliminary plat and preliminary planned unit development on March 16, 2026; and WHEREAS, the City Engineer has rendered an opinion that the proposed plat and planned unit development can be feasibly served by municipal services. NOW, THEREFORE, BE IT RESOLVED, that the Mayor and City Council hereby approve the above preliminary plat and preliminary planned unit development with the following conditions: 1. The satisfaction of all engineering comments/requirements including construction plans for grading, stormwater, and utilities. 2. Approval of the rezoning of a portion of the Sawyer Glenn development area from R-3 (Medium Density Residential) to R-2 (Low/Medium Density Residential). 3. Approval of comprehensive plan amendments to land use, MUSA designation and development staging timeframe by the Metropolitan Council. Adopted by the City Council of the City of Farmington, Minnesota, this 16th day of March 2026. ATTEST: ____________________________ ______________________________ Nicholas Lien, Mayor Shirley R Buecksler, City Clerk Page 163 of 176 7 I ' ‘u i' ' I. l' I I. .- - - .w u g L I - I — u — I - ? ' .1 I. - .. "= - .- - - a. I” ‘. - _ _- . . 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SE C T I O N 3. EF F E C T I V E DA T E . Th i s or d i n a n c e sh a l l be ef f e c t i v e up o n it s pa s s a ge an d pu b l i c a t i o n ac c o r d i n g to la w . Pa s s e d by th e Ci t y Co u n c i l of th e Ci t y of Fa r m i n g t o n , Mi n n e s o t a , 16 * “da y of Ma r c h 20 2 6 . AT T E S T : Sh ir l ey RBu e c k sl e r , Ci t y Cl e r k Ni ch ol as Li e n , Ma y o r Page 164 of 176 ux O v m n i UM M O E V E O Z ?¥ _ § k i l ? § . g l ? § . 9 § l i § § « § 3 58 . 9 . : n ? z x - s l l p ZC u d o . no u n GN P ac Ex ? I ii ‘ i g n §; ? § ¢ gl ‘ s g u r . i; 58 ‘ no is ! i : g8 § i . i ‘ § § 3 n § $ § § ! ‘ i g r l 32 : mi n ? i! .. ii i o i I I a f i I o i 3. 1 3 . . :1 5 ? ! 83 . : ma n n a (m u d . . .. II I I E S I S I I I I H I I I E I II I . “E g g - a l m a - 43 3 m : wa n n a — : 3 . . %W i% PH O N E : 95 1 4 M nu I c u s O I I I I I N I m e mn m m l e o m WE S T C. R . 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IU L nJ J j U nu u l l l v v cw " : E x h A Il l u l l v u n n x Page 165 of 176 CITY OF FARMINGTON DAKOTA COUNTY, MINNESOTA RESOLUTION 2026-022 A RESOLUTION AMENDING THE 2040 COMPREHENISVE PLAN FOR THE DEVELOPMENT KNOWN AS SAWYER GLENN WHEREAS, the City of Farmington is seeking Comprehensive Plan Amendments for certain properties that make up the Sawyer Glenn Development; and WHEREAS, the following amendments are proposed: • Future Land Use Map amendment to re-guide the parcels with PID numbers 140270095020 and 140270095030 from Medium Density Residential to Low Medium Density Residential. • MUSA Staging Map amendment to place the parcels with PID numbers 140270095020, 140270095030, 140340016050, and 140340016041 in 2020 MUSA. • Development Staging Map amendment to change the development timeframe for the properties with the PID numbers 140270095020 and 140270095030 from 2030-2040 to 2020-2030. WHEREAS, the Planning Commission held a public hearing on March 10, 2026 after notice of the same was published in the official newspaper of the City and proper notice sent to surrounding owners; and WHEREAS, the Planning Commission accepted public comment at the public hearing and recommended approval of the Comprehensive Plan Amendments for the development known as Sawyer Glenn. NOW, THEREFORE, BE IT RESOLVED, by the Mayor and City Council of the City of Farmington, after taking into account the recommendation of the Planning Commission, hereby amends the 2040 Comprehensive Plan for the development known as Sawyer Glenn, subject to approval by the Metropolitan Council. Adopted by the City Council of the City of Farmington, Minnesota, this 16th day of March 2026. ATTEST: ____________________________ ______________________________ Nicholas Lien, Mayor Shirley R Buecksler, City Clerk Page 166 of 176 REGULAR COUNCIL AGENDA MEMO To: Mayor, Councilmembers and City Administrator From: Kellee Omlid, Parks & Recreation Director Department: Parks & Recreation Subject: Resolution Authorizing to Request Funding from the Environmental and Natural Resources Trust Fund Meeting: Regular Council - Mar 16 2026 INTRODUCTION: The Legislative-Citizen Commission on Minnesota Resources (LCCMR) announced funding opportunities for projects of all sizes that address several priorities including Education and Outdoor enhance and preserve, conserve, protect, aim that and Recreation to Minnesota’s air, water, land, fish, wildlife and other natural resources. The LCCMR reviews applications and makes funding recommendations to the Minnesota Legislature from the Environment and Natural Resources Trust Fund (ENRTF). Approximately $121 million is anticipated to be available from the Trust Fund for projects beginning July 1, 2027. Staff regularly looks for and is notified of funding opportunities to support projects identified in the approved Rambling River Park Master Plan. The LCCMR is made up of 17 members including five (5) Senators, five (5) Representatives, five (5) citizens appointed by the Governor, one (1) citizen appointed by the Senate, and one (1) citizen appointed by the House. DISCUSSION: One of LCCMR’s 2027 funding priorities is Education and Outdoor Recreation. This priority includes, but is not limited to: accessible, outdoor resilient and relevant, and/or develop Design culturally recreation facilities and infrastructure – including recreation areas, parks, trails, fishing piers, or shelters – that create new natural resources-based experiences. Expand networks of trails, parks, or natural areas to protect and connect green spaces all encourage and/or safety, improve accessibility seamlessly, and Minnesotans to recreate and engage with nature. Proposals for ENRTF funding can be submitted by all who want to apply and who have demonstrated financial capacity. There is no minimum or maximum request amount. All applicants requesting funds for predesign, design, construction, or renovation of a building, trail, or campground are required to provide a non-ENRTF match (cash or in-kind) of at Page 167 of 176 least 25% of the total costs to complete the project. During the Rambling River Park Master Plan process, public and stakeholder engagement indicated strong support for trails and more facilities to support popular events. Trail improvements were ranked as the highest priority. Feedback also highlighted interest in trail loops, improved trail conditions, wayfinding, enhanced trail maintenance, landscaping, and seating along trails. Improved restrooms were ranked as the second highest priority, while new restrooms were ranked fourth. Additional restroom facilities were specifically identified as necessary to support popular events at the park. Stakeholder engagement for the Rambling River Park Master Plan included meeting with staff from Dakota County Office of Planning. Dakota County expressed interest in Rambling River Park becoming a trailhead for the North Creek Greenway. If the park becomes a trailhead, Dakota County has indicated it would provide the following support: Up to $400,000 towards construction of a new restroom building that also serves as a trailhead. City the if alignments greenway regional to the costs trail of % 100 related leads/covers design and project delivery costs (essentially an 85/15 percent cost share). Collaborating n securing funding for natural resource/water quality improvements along and beyond the greenway corridor. Engineering design complete to KLG is contracting currently County Dakota with engineering for several greenway segments throughout the county. This work includes final design for the trails located within Rambling River Park, which is anticipated to be completed in 2026. The City’s funding proposal includes the replacement of existing Rambling River Park trails with 10-feet wide greenway trails, construction of a new restroom building, addition of trailhead amenities, (e.g., kiosk, bike fix-it station, garbage / recycling containers), shoreline restoration, fishing access improvements, and project design. HKGi estimates the total project cost, including contingency, to be $2,793,505. A 25% non-ENRTF match is required. For this project, the required match is $698,376. Dakota County and the City of Farmington would provide the match if the project were funded. Kari Kubicek, Regional Funding Manager, is preparing the funding proposal with assistance from HKGi. Dakota County retained HKGi to collaborate with the City, so there is no cost to the City for this service. The proposal deadline is March 18, 2026. Selected proposals will be presented to the LCCMR in June-July 2026. The LCCMR will adopt them present and format recommendations legislative in funding to bill the Minnesota Legislature. By May 2027, the LCCMR recommendations will be introduced as Page 168 of 176 an appropriations bill and considered by the Minnesota House and Senate. Upon passage, the bill will go before the Governor to be signed into law. One requirement for a proposal to be considered is the submission of an adopted resolution demonstrating the local government’s authorization to submit the proposal. Included in the packet is a resolution authorizing the City of Farmington to request funding from the ENRTF for the North Creek Greenway Trails and Trailhead Construction Project. BUDGET IMPACT: The required 25% match would be funded by Dakota County and the City of Farmington. If the proposal is funded, a determination will need to be made regarding the City’s share of project costs. The current plan is to utilize funds from the parks and trails funds. ACTION REQUESTED: Adopt Resolution 2026-021 Authorizing Approval for the City of Farmington to Request Funding from the Environmental and Natural Resources Trust Fund - for the North Creek Greenway Trails and Trailhead Construction Project. ATTACHMENTS: 2026-021 Funding from Environmental and Natural Resources Trust Fund Page 169 of 176 CITY OF FARMINGTON DAKOTA COUNTY, MINNESOTA RESOLUTION 2026 - 021 A RESOLUTION AUTHORIZING APPROVAL FOR THE CITY OF FARMINGTON TO REQUEST FUNDING FROM THE ENVIRONMENTAL AND NATURAL RESOURCES TRUST FUND WHEREAS, The City of Farmington (“City”) seeks $2,095,129 to complete the North Creek Greenway Trails and Trailhead Construction project which includes trail replacement with 10-feet wide greenway trails, construction of a restroom building, addition of trailhead facilities (e.g., kiosk, bike fix-it station, garbage/recycling containers), shoreline restoration, fishing access improvements, and design; and NOW, THEREFORE, BE IT RESOLVED, That the Mayor and City Council of the City of Farmington supports the above referenced project and authorizes the submittal of a proposal for funding of this project on behalf of the City to the Legislative-Citizen Commission on Minnesota Resources (LCCMR) in response to the ML 2027 Environmental and Natural Resources Trust Fund (ENRTF) Request for Proposal; and BE IT FURTHER RESOLVED, That, if funding is awarded, the City agrees to accept the award and may enter into an agreement with the state of Minnesota for the above referenced project. The City will comply with all applicable laws, environmental requirements, and regulations and any additional conditions stated in the grant agreement and the approved LCCMR work plan; and BE IT FURTHER RESOLVED, That the City understands that grants from the ENRTF are generally paid out on a reimbursement basis. The City has the financial capability to pay for project expenses prior to seeking reimbursement; and BE IT FURTHER RESOLVED, That the City certifies none of the current principals of the City have been convicted of a felony financial crime in the last ten years. For this purpose, a principal is defined as a public official, a board member, or staff that would have the authority to access or determine the use of ENRTF funds, if awarded; and BE IT FURTHER RESOLVED, That the City is hereby authorized to execute such agreements and work plans as necessary and Kellee Omlid, Parks and Recreation Director, is authorized to implement the project on behalf of the City; and BE IT FURTHER RESOLVED, That the City has the financial capability to ensure adequate operation and maintenance of the project once completed. Page 170 of 176 Resolution 2026-021 Page 2 of 2 Adopted by the City Council of the City of Farmington, Minnesota, this 16th day of March 2026. ATTEST: ____________________________ _____________________________ Nicholas Lien, Mayor Shirley R Buecksler, City Clerk Page 171 of 176 REGULAR COUNCIL AGENDA MEMO To: Mayor, Councilmembers and City Administrator From: Shirley Buecksler, City Clerk Department: Administration Subject: Designation of Acting Mayor for the Remainder of 2026 Meeting: Regular Council - Mar 16 2026 INTRODUCTION: Appointment of Acting Mayor for the remainder of 2026. DISCUSSION: At their January 5, 2026 meeting, the City Council appointed Nick Lien as Acting Mayor for 2026. Following the resignation of Mayor Joshua Hoyt on February 4th, Nick Lien stepped into the role of Acting Mayor. On March 2, 2026, the City Council appointed Nick Lien to the Office of Mayor and to serve until a successor is elected at a special election on November 3, 2026 and the election has officially been certified. effective serve, Mayor Acting an designate to asked now is Council City The to immediately, for the remainder of calendar year 2026. The City Council By-Laws state that an Acting Mayor shall be appointed annually and on a rotating basis in the absence of the Mayor. According to the By-Laws, the Acting Mayor is selected as follows: In an even numbered year, the member serving their fourth year of term who received the second most votes when elected. Nick Lien served as Acting Mayor in 2026. In an odd numbered year, the member serving their third year of term who received the most votes when elected. Holly Bernatz served as Acting Mayor in 2025. However, the By-Laws do not include any information concerning the appointment of Acting Mayor - after said Acting Mayor has been appointed to the Office of Mayor. will Cordes Jake Councilmember above, on rotation the Based be schedule recommended for appointment to Acting Mayor in 2027. Jake Cordes received the most votes (6,037) in 2024. Page 172 of 176 Therefore, Staff recommends that the City Council appoint Councilmember Jake Cordes as Acting Mayor effective immediately and through his 2027 appointment. If appointed, the effective dates for Acting Mayor Jake Cordes will be March 16, 2026 through December 31, 2027. ACTION REQUESTED: Motion to appoint Councilmember Jake Cordes as Acting Mayor for the remainder of calendar year 2026 and through his 2027 appointment as Acting Mayor, effective March 16, 2026 through December 31, 2027. Page 173 of 176 REGULAR COUNCIL AGENDA MEMO To: Mayor, Councilmembers and City Administrator From: Lynn Gorski, City Administrator Department: Administration Subject: Declaration of Vacancy – City Council Seat (Nick Lien) Meeting: Regular Council - Mar 16 2026 INTRODUCTION: On February 4, 2026, Mayor Hoyt submitted his resignation, creating a vacancy in the Office of Mayor. At the March 2, 2026, City Council Work Session, the City Council discussed options and direction for filling the mayoral vacancy. Later that evening, during the March 2, 2026 regular City Council meeting, a motion was made and approved to appoint Acting Mayor Nick Lien as Mayor. Mayor Lien was officially appointed Mayor on March 2, 2026, and will serve in that role until after the November 3, 2026 special election results have been certified. DISCUSSION: The appointment of Nick Lien as Mayor created a vacancy on the City Council. The City Council will formally declare the Council seat vacant and initiate an application and appointment process. The proposed timeline for filling the vacant Council seat is as follows: Application Period: March 17 – March 30, 2026 (applications due by 4 pm) Council Interviews: April 6, 2026 Council Appointment: April 20, 2026 The individual appointed to the City Council will serve the remainder of the current Council term, which concludes on December 31, 2026. ACTION REQUESTED: Make a motion to declare the City Council seat previously held by Nick Lien vacant and direct staff to open the application process for interested residents in accordance with the proposed timeline. Page 174 of 176 ATTACHMENTS: 2026-020 Declaring Vacancy on the City Council Page 175 of 176 230827v1 CITY OF FARMINGTON DAKOTA COUNTY, MINNESOTA RESOLUTION 2026-020 A RESOLUTION DECLARING A VACANCY ON THE CITY COUNCIL WHEREAS, City Councilmember Nick Lien has served as Acting Mayor due to the resignation of Mayor Hoyt effective February 4, 2026; and WHEREAS, on March 2, 2026, the City Council appointed Nick Lien to the Office of Mayor and, therefore, has vacated his seat as City Councilmember. NOW, THEREFORE, BE IT RESOLVED by the City Council for the City of Farmington, Minnesota, that the City Council hereby declares that a vacancy exists due to the appointment of City Councilmember Lien to the Office of Mayor. Adopted by the City Council of the City of Farmington, Minnesota, this 16th day of March 2026. ATTEST: ____________________________ ______________________________ Nicholas Lien, Mayor Shirley R Buecksler, City Clerk Page 176 of 176