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01.20.26 Council Packet
Meeting Location: Farmington City Hall, Council Chambers 430 Third Street Farmington, MN 55024 CITY COUNCIL REGULAR MEETING AGENDA Tuesday, January 20, 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. 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.) 7. CONSENT AGENDA 7.1. Amendment to Council Policy - 06, Council Meeting/Public Hearing Citizen Participation Protocol Agenda Item: Amendment to Council Policy - 06, Council Meeting/Public Hearing Citizen Participation Protocol - Pdf 4 - 15 7.2. Minutes of the January 5, 2026 Council Work Session Agenda Item: Minutes of the January 5, 2026 Council Work Session - Pdf 16 - 20 7.3. Minutes of the January 5, 2026 Regular City Council Meeting Agenda Item: Minutes of the January 5, 2026 Regular City Council Meeting - Pdf 21 - 29 7.4. Fourth Quarter 2025 New Construction Report - Year-End Totals & Revenue Report Agenda Item: Fourth Quarter 2025 New Construction Report - Year End Totals & Revenue Report - Pdf 30 - 33 7.5. 2025 Budget Amendments 34 - 36 Page 1 of 254 Agenda Item: 2025 Budget Amendments - Pdf 7.6. Payment of Claims Agenda Item: Payment of Claims - Pdf 37 - 38 Payment of Claims 7.7. Bylaws of the Farmington Firefighters Relief Association and Pension Payout for Retired Firefighter Brian Hanson Agenda Item: Bylaws of the Farmington Firefighters Relief Association and Pension Payout for Retired Firefighter Brian Hanson - Pdf 39 - 60 7.8. Purchase of Caterpillar Model 265 Ultra Compact Track Loader Agenda Item: Purchase of Caterpillar Model 265 Ultra Compact Track Loader - Pdf 61 - 65 7.9. Purchase of John Deere 6M 125 Tractor and Attachments Agenda Item: Purchase of John Deere 6M 125 Tractor and Attachments - Pdf 66 - 79 7.10. Purchase of John Deere 1575 Tractor and Rotary Broom Attachment Agenda Item: Purchase of John Deere 1575 Tractor and Rotary Broom Attachment - Pdf 80 - 84 7.11. Contract with City of Lakeville for Use of the FiRST Center Agenda Item: Contract with City of Lakeville for Use of the FiRST Center - Pdf 85 - 96 7.12. Final Acceptance of Public Streets and Utilities and Release of Securities for Vermillion Commons 2nd Addition Agenda Item: Final Acceptance of Public Streets and Utilities and Release of Securities for Vermillion Commons 2nd Addition - Pdf 97 - 102 7.13. Plans and Specifications and Authorize the Advertisement for Bids for the Devonshire Avenue & 206th Street Pond Maintenance Agenda Item: Plans and Specifications and Authorize the Advertisement for Bids for the Devonshire Avenue & 206th Street Pond Maintenance - Pdf 103 - 105 7.14. Purchase of a Dump Truck Agenda Item: Purchase of a Dump Truck - Pdf 106 - 147 7.15. Receive Quotes and Award a Contract for the 2026 Winter Ash Tree & Stump Removal Agenda Item: Receive Quotes and Award a Contract for the 2026 Winter Ash Tree & Stump Removal - Pdf 148 - 169 7.16. Resolution 2026-011 Declaring Items as Surplus and Authorizing Disposal Agenda Item: Resolution 2026-011 Declaring Items as Surplus and Authorizing Disposal - Pdf 170 - 171 8. PUBLIC HEARINGS Page 2 of 254 9. AWARD OF CONTRACT 10. PETITIONS, REQUESTS AND COMMUNICATIONS 11. UNFINISHED BUSINESS 12. NEW BUSINESS 12.1. Appointments to Boards and Commissions for Terms Starting February 1, 2026 Approve appointments to terms as listed above to the Parks and Recreation Advisory Commission, Planning Commission, Rambling River Center Advisory Board, and the Water Board for 2026. Agenda Item: Appointments to Boards and Commissions for Terms Starting February 1, 2026 - Pdf 172 - 182 12.2. Professional Services Agreement with WSB, LLC for the Willow Street MSA Improvements Approve the Professional Services Agreement with WSB, LLC for the Willow Street MSA Improvements Final Design and Bidding Agenda Item: Professional Services Agreement with WSB, LLC for the Willow Street MSA Improvements - Pdf 183 - 254 13. CITY COUNCIL ROUNDTABLE 14. ADJOURN Page 3 of 254 REGULAR COUNCIL AGENDA MEMO To: Mayor, Councilmembers and City Administrator From: Shirley Buecksler, City Clerk Department: Administration Subject: Amendment to Council Policy - 06, Council Meeting/Public Hearing Citizen Participation Protocol Meeting: Regular Council - Jan 20 2026 INTRODUCTION: An amendment to Council Policy - 06, Council Meeting/Public Hearing Citizen Participation Protocol. DISCUSSION: At a work session on January 5, 2026, the City Council directed Staff to amend Council Policy - 06 by deleting the strikethrough language as follows: COUNCIL MEETING The following Council meeting guidelines are established and shall be enforceable by the Mayor or presiding Councilmember. The following guidelines may be amended by a majority vote of Council. 1. are citizens meeting; the during Council addressed be to are Questions to encouraged to contact City Staff prior to or following the Council meeting for further information. Council is free to call upon or direct a question to Staff as necessary or appropriate. 2. A citizen desiring to speak may do so only after being recognized by the Mayor. Upon recognition, the citizen should approach the podium and clearly state his/her name and address. 3. To allow for equal time, citizens are limited to five (5) minutes to address Council. 4. Complaints or concerns expressed during ‘Citizen Comments,’ and not on a regular Council meeting agenda, will be responded to.by the next regularly scheduled Council meeting and placed on the Council Agenda. Citizens will receive a copy of the City’s response prior to the next meeting. ACTION REQUESTED: Approve the amendment to Council Policy - 06, Council Meeting/Public Hearing Citizen Participation Protocol. Page 4 of 254 ATTACHMENTS: Council Policies 1.20.26 Page 5 of 254 CITY COUNCIL BY-LAWS Page 6 of 254 Adopted 10/6/1997 COUNCIL POLICY - 01 Council-Resident Complaint Resolution Process The handling and resolution of resident complaints is a very high service priority for Council and Staff. In order to effectively and efficiently address resident complaints brought directly to Councilmembers, the following procedures and value statements are proposed: a) If a Councilmember is uncertain as to the proper referring department of a resident service complaint, she or he is encouraged to contact the City Administrator, or if the referring service department is known, the Councilmember is encouraged to contact the Department Director directly. Consequently, all resident service complaints or process questions should be taken either to the City Administrator or to the affected Department Director to maintain consistency in service communications, accuracy, appropriate management accountability, and general courtesy to the managing director. b) All resident service complaints or concerns are important; however, in order to effectively resolve the issue and maintain consistency in resolving existing service priorities, a reasonable amount of time may be required to address the issue in the order received. In complaint situations where the level of difficulty is high and/or some amount of time is needed to focus organizational resources on the issue, Councilmembers and the respective resident will be updated on the status. c) In situations where either the City Administrator or Department Director is unavailable, leaving a detailed message on voicemail is encouraged. Staff will respond to these messages within a reasonable amount of time, usually within the day or next business day at the latest. d) The reporting Councilmember will receive service feedback on the complaint by the responding Department Director, designated Staff person, or the City Administrator upon resolution or as may be requested by the Councilmember. e) Once the resident service complaint is brought to the attention of the City Administrator/Department Director, it is expected that Staff will handle the issue exclusively to ensure direct communications with the resident and will handle the issue in question according to the City Code, professional judgment and reasonable service timeframes. f) Councilmembers are encouraged to refer the resident to the appropriate Department Director, or indicate that the Administrator or Department Director will contact them on their respective concerns. Page 7 of 254 Adopted 10/6/1997 Amended 1/21/2025 COUNCIL POLICY - 02 Council-Staff Communication Protocol In order to maintain a consistent, open, and mutually productive relationship, it is encouraged that Councilmembers communicate with the Administrator or appropriate Department Director on all service-related issues. It is important that when a service-related issue affecting the organization is in question, that the Administrator or affected Department Director is notified to provide Council with a senior level management response. Any communication with any member of our team should always include the City Administrator. Page 8 of 254 Adopted 10/6/1997 COUNCIL POLICY - 03 Council Expectations of Staff Work Assignments All City-related issues will be objectively and professionally reviewed by Staff. Staff research and concluding opinions will be based upon all available relevant sources of data and based upon respective staff expertise. Staff is hired to provide Council with professional expertise on a variety of subjects and issues to be presented in an unbiased, objective manner. Council is free at all times to question Staff rationale, process, and procedures issues and associated background information, but should allow Staff to exercise their professional judgment with confidence. Page 9 of 254 Adopted 10/6/1997 COUNCIL POLICY - 04 Council-Management Team Statement of Commitment to Productive Working Relationship Council and Staff roles are mutually supportive and respectful; committed to working together as a team. Keeping communication lines open, mutually respectful, and honest are key to a productive, high-quality, and mentally healthy work environment. Staff respects Council’s role as that of preeminent policy maker on all issues affecting the community. Conversely, Council respects the management team’s role as professional, competent managers committed to implementing Council policies in a credible, considered, and objective manner. Page 10 of 254 Adopted 10/6/2007 COUNCIL POLICY - 05 CITY COMMISSION APPOINTMENT PROCESS Policy Purpose The purpose of this policy is to set forth the procedures to be used in appointing interested citizens to the City commissions. The appointment of citizens to City advisory commissions and boards shall be made by the City Council on an annual basis to fill all expired terms. The Council shall conduct interviews of all qualified candidates to consider relevant qualifications and interests and appoint such members as the Council deems in the best interest of the City. Commission seats vacated by resignation and/or removal shall be appointed by first reviewing any applications on file and/or any requests to be appointed by interested citizens having taken notice of an existing vacancy. If no applications are on file, the City shall solicit applications for appointment by advertisement in the legal newspaper and other public mediums as appropriate. Appointments to fill seats vacated by resignation and/or removal shall coincide with the normal expiration date of the seat and shall be made as soon as practical. Appointments to fill vacated seats during an unexpired term shall be in accordance with the City Code. Page 11 of 254 Effective 1/1998 Amended 1/2005 COUNCIL POLICY – 06 Council Meeting/Public Hearing Citizen Participation Protocol POLICY PURPOSE The purpose of this policy is to establish guidelines for citizen participation at public meetings that will ensure that the following Council objectives are achieved. ▪ Welcome and encourage citizen comments on matters of interest or concern ▪ Preserve and promote the accurate exchange of information ▪ Preserve the equal rights of citizens to communicate their views ▪ Provide for an orderly, courteous, and efficient meeting ▪ Provide adequate time for Council to review and consider agenda items COUNCIL MEETING The following Council meeting guidelines are established and shall be enforceable by the Mayor or presiding Councilmember. The following guidelines may be amended by a majority vote of Council. 1. Questions are to be addressed to Council during the meeting; citizens are encouraged to contact City Staff prior to or following the Council meeting for further information. Council is free to call upon or direct a question to Staff as necessary or appropriate. 2. A citizen desiring to speak may do so only after being recognized by the Mayor. Upon recognition, the citizen should approach the podium and clearly state his/her name and address. 3. To allow for equal time, citizens are limited to five (5) minutes to address Council. 4. Complaints or concerns expressed during ‘Citizen Comments,’ and not on a regular Council meeting agenda, will be responded to. by the next regularly scheduled Council meeting and placed on the Council Agenda. Citizens will receive a copy of the City’s response prior to the next meeting. Page 12 of 254 Effective 1/1998 Amended 1/2005 PUBLIC HEARING Citizen testimony, opinions, or questions at a public hearing are encouraged, and are considered by Council in their respective deliberations. The following guidelines are established by Council and are enforceable by the Mayor or the presiding Councilmember. 1. A member of the City Staff will introduce and explain the agenda item. 2. The Mayor will invite public comment and set a time limit for each speaker so that all citizens desiring to address the issue may have the opportunity to do so. A group of persons may select one spokesperson to speak for the group; that person may be granted more time at the Mayor’s discretion. 3. A citizen desiring to speak may do so upon recognition by the Mayor. He/she shall approach the podium and state their name and address. Citizens not recognized by the Mayor shall refrain from interrupting a speaker who has been recognized as a matter of general courtesy. 4. Questions should be addressed to Council. Council is free to call upon or redirect a question to a Staff member. Citizens are encouraged to contact Staff members prior to or following the public hearing to obtain further information. 5. Each citizen will be permitted to address Council once during the meeting. At the Mayor’s discretion, second comments may be heard if time exists or if new information is to be presented. 6. After citizen comments have been heard, Council will close the public portion of the hearing and then hold its own discussion on the issue. A decision may be made at this time or postponed until a later meeting. No further public comment on the topic will be allowed unless specifically invited by the Mayor. These guidelines may be amended upon a majority vote of the Council. Page 13 of 254 Adopted 10/6/1997 COUNCIL POLICY - 07 Council Workshop Protocols and Purpose POLICY PURPOSE The purpose of this policy is to establish guidelines and clarify the legislative nature and purpose of a Council Workshop. WORKSHOP DEFINITION Council workshops are special work sessions attended by Council. Designated as special informational opportunities for Council, as a whole, to address, examine, and formulate legislative positions on a variety of complex policy issues affecting the community at local, state, and federal levels. WORKSHOP PROTOCOLS The following guidelines have been adopted by Council to establish an appropriate framework for Council workshops to ensure a productive, team oriented and conducive work session environment. Because the work sessions are attended by a quorum of the City Council, they are considered public meetings subject to the State Open Meeting Law. Any Councilmember may request that a workshop be held to discuss a matter; however, items will only be scheduled for a work session by a majority of the Council. The Mayor or Acting Mayor, as meeting chair, shall endeavor to provide all members with an opportunity to participate in workshop discussions. Because Council workshops are primarily held for the benefit of locally elected officials to further study, evaluate, and understand complex community issues and their related policy implications, no official actions will be taken by Council and there may be limits placed on the participation of interested individuals and organizations. Issues to be studied at Council workshops shall be publicly identified and appropriately publicized. Agendas shall be prepared in accordance with the issues to be discussed by Council. Workshop meeting dates, when requested and approved by Council, shall be scheduled as needed and meet the requirements of the Open Meeting Law. Page 14 of 254 Adopted 10/6/1997 WORKSHOP FORMAT As the intent of a Council workshop is designed to facilitate a better understanding of legislative issues before Council, members shall have the opportunity to freely express their thoughts, ideas and concerns in order to fully explore the issues before coming to a final policy position. As Council workshops are conducted as an informal work session, all discussions shall be considered fact-finding, hypothetical and unofficial critical thinking exercises, which do not reflect an official public position. While individual and group positions may be formed as part of this process, no official vote shall be taken. Should Council express consensus of opinion on any given matter under deliberation at a workshop, Councilmembers reserve the right to modify, amend, or change their positions prior to an official vote. PUBLIC INFORMATION STATEMENT Council work session outcomes should not be construed by the attending public and/or reporting media as the articulation of a formal City policy position. Only official Council action normally taken at a regularly scheduled Council meeting should be considered as a formal expression of the City’s position on any given matter. This policy may be amended by a majority vote of Council as deemed necessary and appropriate. Page 15 of 254 REGULAR COUNCIL AGENDA MEMO To: Mayor, Councilmembers and City Administrator From: Shirley Buecksler, City Clerk Department: Administration Subject: Minutes of the January 5, 2026 Council Work Session Meeting: Regular Council - Jan 20 2026 INTRODUCTION: For Council approval are the minutes of the January 5, 2026 Council Work Session. ACTION REQUESTED: Approve the minutes of the January 5, 2026 Council Work Session. ATTACHMENTS: 01.05.26 Work Session Minutes Page 16 of 254 Work Session Minutes of January 5, 2026 Page 1 of 4 City of Farmington City Council Work Session Minutes Monday, January 5, 2026 The City Council met in a work session on Monday, January 5, 2026, at Farmington City Hall, 430 Third Street, Farmington, Minnesota. 1. CALL TO ORDER Mayor Hoyt called the meeting to order at 5:30 pm. Members Present: Mayor Joshua Hoyt Councilmembers Holly Bernatz, Jake Cordes, Nick Lien, and Steve Wilson Members Absent: None Staff Present: Lynn Gorski, City Administrator David Chanski, Assistant City Administrator/HR Director Deanna Kuennen, Economic & Community Development Director Kellee Omlid, Parks & Recreation Director Nate Siem, Police Chief John Powell, Public Works Director/City Engineer Shirley Buecksler, City Clerk 2. APPROVE AGENDA Motion was made by Councilmember Wilson and seconded by Councilmember Lien to approve the agenda, as presented. Motion carried: 5 ayes / 0 nays 3. DISCUSSION ITEMS 3.1 Annual Organizational Matters City Clerk Buecksler presented the annual organizational matters, appointments to committees, and Council assignments for City Council discussion and review. Items requiring City Council approval were placed on the regular agenda. a. Acting Mayor • Council agreed on the appointment of Councilmember Nick Lien as the Acting Mayor for 2026. Page 17 of 254 Work Session Minutes of January 5, 2026 Page 2 of 4 b. Official Newspaper • Council agreed to retain the Dakota County Tribune as the City’s official newspaper for 2026. c. Official Depositories • Resolution 2026-006 Designating Depositories and Authorizing Investment Accounts is on the regular agenda for adoption. d. Charges and Fees • Ordinance 2025-009 Establishing Charges and Fees for Licenses, Permits, or Other City Approvals and Services for Calendar Year 2026 was passed on December 15, 2025. e. Boards and Commissions • Appointments will be made at the January 20, 2026 Regular City Council meeting to boards and commissions with terms starting February 1, 2026. f. Council Committees • Following discussion, appointments were made as listed below. City Council also discussed Councilmember Wilson’s suggestion to add a Legislative Priority Committee and appointed members. PUBLIC AGENCY MEMBERS APPOINTED Airlake Airport Advisory Commission Holly Bernatz – Primary Jake Cordes – Alternate ALF Ambulance (Apple Valley/Lakeville/ Farmington) Steve Wilson – Primary Nick Lien – Alternate Dakota 911 Board of Directors Nick Lien – Primary Steve Wilson – Alternate EFPAC Empire/Farmington Planning Advisory Committee Joshua Hoyt – Primary Jake Cordes – Alternate Eureka/Farmington Planning Advisory Committee Holly Bernatz – Primary Joshua Hoyt – Alternate Farmington/Castle Rock Planning Advisory Committee Joshua Hoyt – Primary Steve Wilson – Alternate Fire Relief Board Steve Wilson – Primary Jake Cordes – Alternate Legislative Priority Committee Jake Cordes – Member Steve Wilson - Member Liquor Operations Committee Jake Cordes – Primary Nick Lien – Alternate MUSA Review Committee (Metropolitan Urban Service Area) Holly Bernatz – Primary Nick Lien – Alternate Page 18 of 254 Work Session Minutes of January 5, 2026 Page 3 of 4 g. Responsible Authority for Data Practices • Resolution 2026-002 Designating Data Practices Responsible Authority is on the regular agenda for adoption and includes: o Responsible Authority Shirley Buecksler, City Clerk o Data Practices Compliance Official David Chanski, Assistant City Administrator o Data Practices Designee – Fire Matt Price, Fire Chief o Data Practices Designee – Human Resources Samantha Hazelrigg, Human Resources Manager o Data Practices Designee – Police Nate Siem, Police Chief h. City Council By-Laws The City Council directed Staff to bring this item to the 2026 Strategic Planning meeting for further discussion. i. City Council Policies The City Council discussed Council Policy – 06. • Discussion on Council Meeting #3 included whether to provide more time than the five minutes allowed for each citizen to speak when addressing the Council. Discussion ensued, and the Council agreed to keep the time allotment at five minutes. Councilmembers requested that the Mayor hold citizens firm to five minutes, no matter what the subject matter is, and Mayor Hoyt agreed. Staff will research clock options within the Council Chambers for the five-minute time limit to be displayed. • Following discussion on Council Meeting #4, the City Council directed Staff to bring the following edit to the next City Council agenda for approval: “COUNCIL MEETING The following Council meeting guidelines are established and shall be enforceable by the Mayor or presiding Councilmember. The following guidelines may be amended by a majority vote of Council. Page 19 of 254 Work Session Minutes of January 5, 2026 Page 4 of 4 1. Questions are to be addressed to Council during the meeting; citizens are encouraged to contact City Staff prior to or following the Council meeting for further information. Council is free to call upon or direct a question to Staff as necessary or appropriate. 2. A citizen desiring to speak may do so only after being recognized by the Mayor. Upon recognition, the citizen should approach the podium and clearly state his/her name and address. 3. To allow for equal time, citizens are limited to five (5) minutes to address Council. 4. Complaints or concerns expressed during ‘Citizen Comments,’ and not on a regular Council meeting agenda, will be responded to. by the next regularly scheduled Council meeting and placed on the Council Agenda. Citizens will receive a copy of the City’s response prior to the next meeting.” 4. COUNCIL COMMITTEE UPDATE 5. CITY ADMINISTRATOR UPDATE 6. ADJOURNMENT Motion was made by Councilmember Cordes and seconded by Councilmember Bernatz to adjourn the meeting at 6:27 pm. Motion carried: 5 ayes / 0 nays Respectfully submitted, Shirley R Buecksler City Clerk Page 20 of 254 REGULAR COUNCIL AGENDA MEMO To: Mayor, Councilmembers and City Administrator From: Shirley Buecksler, City Clerk Department: Administration Subject: Minutes of the January 5, 2026 Regular City Council Meeting Meeting: Regular Council - Jan 20 2026 INTRODUCTION: For approval are the minutes of the January 5, 2026 Regular City Council Meeting. ACTION REQUESTED: Approve the minutes of the January 5, 2026 Regular City Council Meeting. ATTACHMENTS: 01.05.26 Council Minutes Page 21 of 254 Regular City Council Meeting Minutes of January 5, 2026 Page 1 of 8 City of Farmington Regular Council Meeting Minutes Monday, January 5, 2026 The City Council met in regular session on Monday, January 5, 2026, at Farmington City Hall, 430 Third Street, Farmington, Minnesota. 1. CALL TO ORDER Mayor Hoyt called the meeting to order at 7 pm. 2. PLEDGE OF ALLEGIANCE Mayor Hoyt led everyone in the Pledge of Allegiance. 3. ROLL CALL Members Present: Mayor Joshua Hoyt Councilmembers Holly Bernatz, Jake Cordes, Nick Lien, and Steve Wilson Members Absent: None Staff Present: Lynn Gorski, City Administrator David Chanski, Assistant City Administrator Amy Schmidt, City Attorney Deanna Kuennen, Community & Economic Development Director Matt Price, Fire Chief Kellee Omlid, Parks & Recreation Director Nate Siem, Police Chief John Powell, Public Works Director McKenna Anderson, Water Resources Specialist Shirley Buecksler, City Clerk 4. APPROVE AGENDA Motion was made by Councilmember Cordes and seconded by Councilmember Wilson to approve the agenda as presented. Motion carried: 5 ayes / 0 nays Page 22 of 254 Regular City Council Meeting Minutes of January 5, 2026 Page 2 of 8 5. ANNOUNCEMENTS / COMMENDATIONS 5.1 Dakota County Update from District 1 County Commissioner Mike Slavik Commissioner Slavik provided an update on the year in review and upcoming happenings in Dakota County. 5.2 Municipal Separate Storm Sewer System (MS4) Annual Review Water Resources Specialist Anderson presented the Municipal Separate Storm Sewer System (MS4) Annual Review, along with a brief update on Storm Water Maintenance activities and answered questions for Council. 5.3 Presentation of Police Department – Citizen Letter of Appreciation Police Chief Siem recognized Dakota 911 Dispatcher Tiffany Gleason for her outstanding professionalism, calm direction, and life-saving assistance during a cardiac arrest emergency, and citizen Jodi Whipple for her courage, composure, and decisive actions in performing CPR that directly contributed to her husband’s survival. Although they were not present, both individuals will be presented with Citizen Letters of Appreciation in gratitude for their extraordinary efforts and service to the community. 6. CITIZENS COMMENTS / RESPONSES TO COMMENTS The following citizen(s) addressed the Council: • Steven Endress, 18040 180th Ct W, Farmington • Cathy Johnson, 22280 Berring Ave, Castle Rock Township 7. CONSENT AGENDA 7.1 2026 City Calendar of Meetings and Important Dates 7.2 Annual Attendance Report for Boards and Commissions 7.3 City Council By-Laws 7.4 Designation of the City’s Official Newspaper for 2026 7.5 Minutes of the December 15, 2024 Special Council Work Session 7.6 Minutes of the December 15, 2025 Regular City Council Meeting 7.7 Resolution Designating Data Practices Responsible Authority 7.8 FY2026 Community Development Block Grant Funds Application 7.9 Depository Designation and Investment Accounts Authorized 7.10 Payment of Claims 7.11 Out-of-State Travel to Attend the International Association of Fire Chiefs Wildland Urban Interface Conference 7.12 Staff Approvals & Recommendations: • Appointment of Marco Iracheta as Patrol Officer 7.13 Donation from Carol Sprute to the Rambling River Center Page 23 of 254 Regular City Council Meeting Minutes of January 5, 2026 Page 3 of 8 7.14 Donation from David McKnight to the Rambling River Center 7.15 Donation from Finch & Daisy Consulting to the Rambling River Center 7.16 Donation from Gary Smith to the Rambling River Center 7.17 Donation of a Recliner from Merry Briner to the Rambling River Center 7.18 Final Acceptance of Public Streets and Utilities and Release of Securities for Meadowview Preserve 7.19 Final Acceptance of Public Utilities and Release of Securities for Dakota Meadows Preserve 1st Addition 7.20 Final Acceptance of Public Streets and Utilities and Release of Securities for Vermillion Commons 7.21 Professional Services Agreement with WSB LLC for the Industrial Park Drainage Ditch Construction Services 7.22 Receive Bids and Award a Contract for the Industrial Park Drainage Ditch Project 7.23 Right of Entry Agreements for the Industrial Park Drainage Ditch Project Motion was made by Councilmember Lien and seconded by Councilmember Cordes to approve the Consent Agenda, as presented. Motion carried: 5 ayes / 0 nays 8. PUBLIC HEARINGS 9. AWARD OF CONTRACT 10. PETITIONS, REQUESTS AND COMMUNICATIONS 11. UNFINISHED BUSINESS 12. NEW BUSINESS 12.1 Designation of Acting Mayor for 2026 Motion was made by Councilmember Wilson and seconded by Councilmember Bernatz to approve the appointment of Councilmember Nick Lien as Acting Mayor for 2026. Motion carried: 5 ayes / 0 nays 12.2 Resolution Approving Council Committee Appointments for 2026 Motion was made by Councilmember Cordes and seconded by Councilmember Bernatz to adopt Resolution 2026-003 Approving Appointments to Council Committees for 2026, which includes a new Page 24 of 254 Regular City Council Meeting Minutes of January 5, 2026 Page 4 of 8 committee titled, ‘Legislative Priority Committee,’ and an amendment to the title of the Farmington/Castle Rock Planning Advisory Committee (formerly Farmington/Castle Rock Discussion Group) as listed below: • Airlake Airport Advisory Commission o Primary: Holly Bernatz o Alternate: Jake Cordes • ALF Ambulance (Apple Valley/Lakeville/Farmington): o Primary: Steve Wilson o Alternate: Nick Lien • Dakota 911 Board of Directors o Primary: Nick Lien o Alternate: Steve Wilson • EFPAC – Empire/Farmington Planning Advisory Committee o Primary: Joshua Hoyt o Alternate: Jake Cordes • Eureka/Farmington Planning Advisory Committee o Primary: Holly Bernatz o Alternate: Joshua Hoyt • Farmington/Castle Rock Planning Advisory Committee o Primary: Joshua Hoyt o Alternate: Steve Wilson • Fire Relief Board o Primary: Steve Wilson o Alternate: Jake Cordes • Legislative Priority Committee o Member: Jake Cordes o Member: Steve Wilson • Liquor Operations Committee o Primary: Jake Cordes o Alternate: Nick Lien • MUSA Review Committee (Metropolitan Urban Service Area) o Primary: Holly Bernatz o Alternate: Nick Lien Motion carried: 5 ayes / 0 nays 13. CITY COUNCIL ROUNDTABLE City Attorney Schmidt wished everyone a Happy New Year. Page 25 of 254 Regular City Council Meeting Minutes of January 5, 2026 Page 5 of 8 Councilmember Lien hoped everyone had a good and safe holiday. 2026 should be exciting. Councilmember Bernatz shared good news about the Farmington Holiday Light Tour. There is a cul-de-sac in the Light Tour called the 12 Homes of Christmas which, technically, now includes 14 homes. How this came to be is that I live in this cul-de-sac and we’ve always been fairly festive – and a couple of years ago, our neighbors Krista and Nate Miller asked the neighborhood how we would all feel if we synchronized the lights. Krista’s idea was far beyond what any of us could have imagined. She took it upon herself to research everything, and their family privately assumed a lot of the cost, and we all chipped in to help make it come to fruition. But one of the primary goals for us was not to just have it be a fun light show, although it is, and what she does is amazing. Last year was the first year that we put forward a goal to make a positive change, and we moved the needle a little bit. This year, however, our donation totals came in, and I am not sharing these because this is something our cul-de-sac did. I’m sharing this because this is something that our community did. And this is something that people who decided to come to our community did. In the Toys for Town program, we collected $5,554 and four truckloads of toys to be donated to Toys for Town for 2025. While that is awesome, what comes next is staggering. The donations that came in for the Farmington food shelf totaled $13,098.53 and over 4,847 pounds of food that were donated. So, our cash total is $18,653.53 plus the value of toys and food. Mark from the food shelf sent a message saying, “This is truly mind-blowing, and I’m already thinking about all of the ways that we can utilize this huge gift. We’ll increase our quantities of food for all of our families and invest in some much-needed gas cards, for starters. We cannot thank all of you enough for this outpouring of generosity. Be sure the neighbors know how much it is appreciated.” I am actually passing this along to the community and for the people who came into the cul-de-sac. We were averaging between 500 and 1,000 cars a night. Many of us stood out at the back and, consistently, people reached out their hand to donate cash or to pull over and donate anything from a couple of cans to a few bags, to an entire back of a car full of food. And you are all amazing. Absolutely amazing. It was a pretty cool holiday to be a part of, and I hope it can continue and grow upon. Thank you all for everything you did to support those two organizations and the people that benefit from them. Mayor Hoyt – when they do the winter in the village at Dakota City Heritage Village, the people working the gate often ask people coming in where they traveled from. Did you ask people how far they came from? Councilmember Bernatz – I know we had people traveling from neighboring states including Iowa, Wisconsin, South Dakota, and many from all over Minnesota, including many who drove an hour or Page 26 of 254 Regular City Council Meeting Minutes of January 5, 2026 Page 6 of 8 two to come, which I think is super special. The furthest is someone who claims they came from Hawaii. I think they were just home for Christmas, but they win. My favorite message came from a family that was able to come through on the first of the year and it reads, “My oldest is in town on military leave. I got ill shortly after he got here, his first Christmas in the military, and I couldn’t see him until seven days into his eight-day leave. So, New Year’s was the first full day that we could spend quality time together, and he had to leave the next morning, which he did. And we love the synchronized lights and the synchronized tree that said Happy New Year.” That was pretty special, too, and wherever that individual was stationed, that’s where they came from. Councilmember Wilson commented that, on every Council agenda, we always see donations to the Rambling River Center from so many individuals in the community. On this agenda, there are two really large donations, and I want to call out David McKnight for buying a brand-new treadmill for the center. He and his family, as well as extended family, have given so much to the community. I also want to thank Joy Pearson and the team at Finch and Daisy for their generous contribution, also. And those are just two of many. We have $25 donations and $50 donations, and every donation is so meaningful to support that center, so thank you all very much. City Administrator Gorski said, in honor of Martin Luther King, Jr. Day, our next scheduled is on January 19th and it will be moved to the 20th. Assistant City Administrator Chanski said today was an exciting day, as we added seven new members to Team Farmington, including Samantha Hazelrigg who assumes the newly created Human Resources Manager position. She brings additional leadership and expertise to the Human Resources Team as we strive to continually improve our support for all our employees. Thank you. Director Kuennen said I wrote something down when Commissioner Slavik was speaking. One of the things he said was “find the good.” I think we often get caught up in some of the negative, and I had written this down. Holly did a fantastic job of reminding us to find the good, and also Chief Siem telling us to find the good. So, I just want to encourage all of us to find that good and to share those stories. I appreciate being a part of this Team and thank you for everything that you do. Director Powell thanked the City Council for awarding the contract for the Industrial Park ditch cleaning. It’s been a long time coming to study the area and come up with the best solutions. Now we need to hope for cooperative weather. It needs to freeze really quick and get very firm out there so the Page 27 of 254 Regular City Council Meeting Minutes of January 5, 2026 Page 7 of 8 equipment can get their work done, then thaw in a hurry so that the farmer can get back out in the field and do their planting in plenty of time. So, thank you for awarding that contract. Just one of many that McKenna highlighted that we’re doing from a stormwater standpoint. Director Omlid said Councilmembers Wilson and Bernatz talked about it tonight, but we always talk about how fortunate we are to be in a community with so many giving individuals and businesses. I want to highlight the donations to the Rambling River Center. Thank you to Carol Sprute, David McKnight, Finch and Daisy Consulting, Gary Smith, and Merry Briner for their very, very generous donations to the senior center. S'mores and More is this Sunday at the Rambling River Park warming house from 1 to 3 pm. This family event is free and includes skating, games, s’mores, hot cocoa, and more. Please join us on Sunday. The next skate park design meeting is Monday, January 26th, from 6 to 8 pm at the Rambling River Center. At this meeting, Spohn Ranch will present two conceptual designs to solicit feedback to get to a preferred design. We hope to see everyone on that evening. Fire Chief Price said we kicked off our first day of the academy this morning for our six full-time Firefighters – three Officers and three Firefighters. We talked about expectations, how we move forward, and standards. This first week is processing paperwork and everything through Human Resources, making sure everyone is on board, and we issued cell phones. Then we actually move into the physical activity portion of our academy in weeks two, three, and four. Police Chief Siem congratulated the Fire Department on their six new Firefighters. I definitely want to be on the list for your first Fire House breakfast. It’s a great accomplishment – congratulations. Thank you to the City Council for approving the hiring of Marco Iracheta tonight. He comes to us from Glencoe Police Department with a year of experience, and he’s going to be a great addition to the force. We’ll start him later this month. Also, our first Movie Night with a Cop with be on January 21st. We received some grant funding through the Minnesota Chiefs of Police Association to support this program, and it is for 5- to 10-year-olds at the Police Station and includes pizza, popcorn, and door prizes. We will be watching the movie Lilo and Stitch, the 2025 version with a bunch of our Officers. There is a limit of 20 available, and you can register by clicking on the link in our Facebook post. We hope to see you there. Page 28 of 254 Regular City Council Meeting Minutes of January 5, 2026 Page 8 of 8 14. ADJOURNMENT Motion was made by Councilmember Cordes and seconded by Councilmember Lien to adjourn the meeting at 8:34pm. Motion carried: 5 ayes / 0 nays Respectfully submitted, Shirley R Buecksler City Clerk Page 29 of 254 REGULAR COUNCIL AGENDA MEMO To: Mayor, Councilmembers and City Administrator From: Josh Lawrenz, Building Official Department: Community Development Subject: Fourth Quarter 2025 New Construction Report - Year-End Totals & Revenue Report Meeting: Regular Council - Jan 20 2026 INTRODUCTION: The following report summarizes the new construction permits issued during the fourth quarter of 2025 and the year-end building permit totals. A 5-year comparison graph is attached for your reference. The graph tracks both the number of single-family homes (homes/townhouses) constructed and the number of inspections performed annually by the Building Inspection Department. DISCUSSION: During the fourth quarter of the 2025 building construction season (October 1st through December 31st): Commercial Activity: Yellow Tree Corp was issued a permit for the addition of outdoor pergolas to accompany the pool and outdoor patio amenities at the Rye Apartments. Clearview Construction & The Companies LLC were both issued commercial re-roof permits for TPO membrane roof replacements. Two certificates of occupancies were issued to residential properties undergoing the change from an IRC-1 Single-Family Dwelling to an R3 Dwelling and Assisted Living Facility. Bethel's Rock connected to the City water supply and completed installation of a fire sprinkler system throughout their building. Labrash Plumbing began work on their parking lot which will add a pass-through lane and accessible parking spaces with signage. Residential Activity: City issued 45 new single-family homes building permits. City issued 16 permits for new/replacement decks and 2 permits for porch additions. City issued 44 permits for window/door replacements. City issued 24 permits for interior finish/remodel work. Page 30 of 254 The average building valuation for single family homes during the 4th quarter of 2025 was $228,977, an approximate $20,000 increase over the same period last year. (Note that the valuation averages do not represent the average sale price or average market value of the homes built, since the values do not include the property value or added amenities as part of the building code formula). 2025 - Year End Building Permit Activity All permitted residential work valuation reported for 2025 - Total Valuation $50,964,314 Listed below is a summary of common or key projects that were permitted. (Not all included) Residential Issued a total of 197 permits for single family homes/townhouses $44,914,000 Residential Issued 93 permits for deck/repairs $370,420 Residential Issued 152 permits for roof, siding and window/door projects $2,717,077 Residential Issued 108 permits for additions and interior finish work $855,525 Residential Issued 582 permits for work including HVAC, fireplace, water heater, water softener NA All permitted commercial work valuation reported for 2025 - Total Valuation $10,552,101 Listed below is a summary of common or key projects that were permitted. (Not all included) Commercial Plumbing & Mechanical Trade permits for the "Rye" Apartments $4,300,000 Commercial (New) Childcare Facility $1,950,000 Commercial Fencing - Farmington Police Department $600,000 Commercial (7) Re-roof projects $311,000 Commercial (46) New, addition, interior finish/remodel projects permitted $9,897,128 2025 Building Inspection Department (Revenue) Total Revenue $953,993 Permits applied for online - ePermit Activity Building - $23,265 Plumbing/Mechanical - $47,290 Electrical - $17,086 Permits applied for at City Hall Building - $718,623 Plumbing/Mechanical - $140,965 Electrical - $6,764.14 Page 31 of 254 Building Inspections Performed Total inspections performed by Building Inspection staff: Building - 6585 Plumbing - 352 Mechanical - 253 Electrical - 1,101 Year-End Population Estimate Projected fourth quarter 2025 total population estimate of 25,623. (Certificate of Occupancies (52) x 2.87) ACTION REQUESTED: No action requested, for information only. ATTACHMENTS: Five Year Graph Page 32 of 254 0 50 100 150 200 250 2021 2022 2023 2024 2025 119 139 148 203 197 NEW SINGLE-FAMILY DWELLINGS 5108 5772 6029 6489 6585 258 369 345 353 352411351324271 253 953 905 998 1075 1101 Building Inspections Performed -Annually Building Plumbing Mechanical Electrical Page 33 of 254 REGULAR COUNCIL AGENDA MEMO To: Mayor, Councilmembers and City Administrator From: Kim Sommerland, Finance Director Department: Finance Subject: 2025 Budget Amendments Meeting: Regular Council - Jan 20 2026 INTRODUCTION: Council for 2025 the to budget proposed forward bringing is Staff amendments consideration. These adjustments include carryovers from prior year projects, recognition of donations, updates These monitoring. budget variances identified major and during provide the necessary authority for expenditures and commitments that have arisen since the budget was first approved and allow the City to formally recognize changes in funding and spending authority not included in the original budget. DISCUSSION: The proposed amendments include: Carryovers for projects and purchases initiated in 2024 but were not completed by December 31, 2024. Recognition of donations received for specific programs, which increase both revenue and related expenditures (net-zero impact). Adjustments for major variances identified to align budget with actual needs For many of these items, the process is primarily administrative, aligning the adopted budget with expenditures or commitments that City Council has already authorized. While those not do they funds, acceptance of purchase the authorize approvals or automatically update the budget. Amending the budget maintains transparency, ensures compliance, and provides a clear picture of available resources and spending authority. Some of the proposed amendments are offset by revenue increases or expense reductions, while others require a use of fund balance. BUDGET IMPACT: The amendments will result in a combination of net-zero adjustments and increases funded through not the alter significantly do City's these While reserves. available changes financial position, they ensure the adopted budget reflects current commitments and funding sources. Page 34 of 254 ACTION REQUESTED: Staff recommends that the City Council approve the proposed 2025 budget amendments as presented. ATTACHMENTS: 2025 Final BAs Page 35 of 254 ID Fund Account Acct Type Expense Budget Revenue Budget Reason for Amendment 1 General Fund - Administration Office Supplies Expense (2,000.00) To fund RRC office furniture 1 RRC Capital Imp Fund Furniture Expense 2,000.00 To fund RRC office furniture 1 General Fund Transfer Out Expense 2,000.00 To fund RRC office furniture 1 RRC Capital Imp Fund Transfer In Revenue 2,000.00 To fund RRC office furniture 2 Park Improvement Fund Building & Structure Expense (5,000.00) Depot Way Art Park - plan to delay and included in 2026 adopted budget 2 Park Improvement Fund Equipment Expense (20,000.00) Depot Way Art Park - plan to delay and included in 2026 adopted budget 2 Park Improvement Fund Construction Expense (75,000.00) Depot Way Art Park - plan to delay and included in 2026 adopted budget 3 Capital Equipment Fund Equipment Expense (100,591.00) Reduce CIP PW-24-009 Sterling Dump Truck $325,000, portion rec'd and paid in 2024 but this incl in 2025 approved budget 4 Capital Equipment Fund Equipment Expense 163,000.00 Leased vehicles not included in CIP, use of fund balance 5 General Fund Workers Comp Expense 51,000.00 Workers comp insurance, reduce unallocated (net-zero) 5 General Fund Other Expense Expense (51,000.00) Workers comp insurance, reduce unallocated (net-zero) 5 Employee Expense Fund Workers Comp Expense 55,000.00 Workers comp insurance, use of fund balance 6 General Fund - RRC Equipment Expense 6,585.00 RRC NuStep, carryover from 2024 7 Police Public Outreach Fund Donations Revenue 41,695.00 Police outreach donations received, including Toys For Town, offsets spending authority increase (net-zero) 7 Police Public Outreach Fund Programming Expense 12,695.00 Police outreach donations received, including Toys For Town, offsets spending authority increase (net-zero) 7 Police Public Outreach Fund Supplies Expense 29,000.00 Police outreach donations received, including Toys For Town, offsets spending authority increase (net-zero) 8 Police K-9 Fund Donations Revenue 11,777.00 Police K-9 donations received, offsets spending authority increase (net-zero) 8 Police K-9 Fund Supplies Expense 5,000.00 Police K-9 donations received, offsets spending authority increase (net-zero) 8 Police K-9 Fund Professional Services Expense 6,777.00 Police K-9 donations received, offsets spending authority increase (net-zero) 9 COVID19 Federal Aid Fund Professional Services Expense 7,649.00 Previously approved incomplete projects, use of fund balance (unspent grant funds) 9 COVID19 Federal Aid Fund Building Repair/Maint Expense 3,575.00 Previously approved incomplete projects, use of fund balance (unspent grant funds) 9 COVID19 Federal Aid Fund Contractual Services Expense 159,300.00 Previously approved incomplete projects, use of fund balance (unspent grant funds) 9 COVID19 Federal Aid Fund Permit Fees Expense 116.00 Previously approved incomplete projects, use of fund balance (unspent grant funds) 9 COVID19 Federal Aid Fund Buidling & Structure Expense 133,302.00 Previously approved incomplete projects, use of fund balance (unspent grant funds) 9 COVID19 Federal Aid Fund Machinery Equipment & Tools Expense 14,232.00 Previously approved incomplete projects, use of fund balance (unspent grant funds) 10 2022A Street Reconst Bonds Fund Debt Service Expense (25,638.00) Separate 2022A bond expense (net-zero) 10 2022A Tax Abatement Bonds Fund Debt Service Expense 25,638.00 Separate 2022A bond expense (net-zero) 11 Cable/Communications Fund Equipment Repair/Maint Expense 116,975.00 Council Chambers audio/video upgrade approved 7/21/2025, use of fund balance 12 Municipal Buildings/Maint Fund Transfer In Revenue 231,373.00 Interest earnings incorrectly allocated to the Private Capital Projects Fund 12 Private Capital Projects Fund Transfer Out Expense 231,373.00 Interest earnings incorrectly allocated to the Private Capital Projects Fund 13 Municipal Buildings/Maint Fund Federal Grant Revenue 869,000.00 PD fence project funded by Byrne Discretionary Community Project Grant, contract awarded 7/21/2025 (net-zero) 13 Municipal Buildings/Maint Fund Construction Expense 869,000.00 PD fence project funded by Byrne Discretionary Community Project Grant, contract awarded 7/21/2025 (net-zero) 14 Municipal Buildings/Maint Fund Professional Svcs, Const Expense (312,400.00) Fire Station 1 roof replacement canceled 15 General Fund - Police Salaries Expense 50,000.00 Public Safety Aid allocations - police salaries 15 Fire Capital Projects Fund Equipment - Fire Expense 113,972.00 Public Safety Aid allocations - fire diesel exhaust extraction system 15 Public Safety Aid Fund Equipment - Police Expense 5,499.00 Public Safety Aid allocations - police massage chair 15 General Fund Transfer In Revenue 50,000.00 Public Safety Aid allocations 15 Fire Capital Projects Fund Transfer In Revenue 113,972.00 Public Safety Aid allocations 15 Public Safety Aid Fund Transfers Out Expense 163,972.00 Public Safety Aid allocations 16 Public Safety Aid Fund Equipment - Fire Expense (40,000.00) Budgeted use of Public Safety Aid to purchase of auto extrication tools paid instead with previously donated funds from Fire Relief 16 Fire Capital Projects Fund Equipment - Fire Expense 46,206.00 Budgeted use of Public Safety Aid to purchase of auto extrication tools paid instead with previously donated funds from Fire Relief 17 Public Safety Aid Fund Equipment - Fire Expense (182,837.00) Budgeted purchase of generator less than anticipated 18 Recreation Capital Projects Fund Federal Grant Revenue 730,233.00 Rambling River Center renovations use of grant funds, bond funds, donations less revenue received, expended in 2024 18 Recreation Capital Projects Fund Donation Revenue 16,000.00 Rambling River Center renovations use of grant funds, bond funds, donations less revenue received, expended in 2024 18 Recreation Capital Projects Fund Professional Svcs, Equip, Const Expense 2,304,300.00 Rambling River Center renovations use of grant funds, bond funds, donations less revenue received, expended in 2024 19 Public Works Other Capital Projects Fund Expense 127,515.00 Salt storage facility expense not eligible for reimbursement by ARPA funds, use of residule Solid Waste Funds which were transferred to EAB Mitigation Fund 19 EAB Mitigation Fund Expense (127,515.00) Salt storage facility expense not eligible for reimbursement by ARPA funds, use of residule Solid Waste Funds which were transferred to EAB Mitigation Fund 19 Public Works Other Capital Projects Fund Transfer In Revenue 127,515.00 Salt storage facility expense not eligible for reimbursement by ARPA funds, use of residule Solid Waste Funds which were transferred to EAB Mitigation Fund 19 EAB Mitigation Fund Transfer Out Expense 127,515.00 Salt storage facility expense not eligible for reimbursement by ARPA funds, use of residule Solid Waste Funds which were transferred to EAB Mitigation Fund 20 General Fund State Grant - Police Revenue 150,000.00 ICPOET Grant Agreement (expiration 9/30/2026) -- remaining balance at 12/31 eligible for carryover into 2026 20 General Fund - Police Salaries/Benefits/Training Expense 150,000.00 ICPOET Grant Agreement (expiration 9/30/2026) -- remaining balance at 12/31 eligible for carryover into 2026 21 Fire Capital Projects Fund Donations Revenue 2,500.00 CenterPoint Energy Grant -PFDs 21 Fire Capital Projects Fund Equipment Expense 2,500.00 CenterPoint Energy Grant -PFDs 22 Recreation Capital Projects Fund Donations Revenue 6,335.00 RRC Fitness Center treadmill 22 Recreation Capital Projects Fund Donations Expense 6,335.00 RRC Fitness Center treadmill PROPOSED 2025 BUDGET AMENDMENTS Pa g e 3 6 o f 2 5 4 REGULAR COUNCIL AGENDA MEMO To: Mayor, Councilmembers and City Administrator From: Kim Sommerland, Finance Director Department: Finance Subject: Payment of Claims Meeting: Regular Council - Jan 20 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 12/31/2025 to 01/13/2026 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 Claims Summary 20251231-20260113 Page 37 of 254 CLAIMS FOR APPROVAL 12/31/2025 - 1/13/2026 CHECK PAYMENTS 956,166.61$ ELECTRONIC PAYMENTS 1,303,153.02$ TOTAL 2,259,319.63$ 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 January 20, 2026 Page 38 of 254 REGULAR COUNCIL AGENDA MEMO To: Mayor, Councilmembers and City Administrator From: Matt Price, Fire Chief Department: Fire Subject: Bylaws of the Farmington Firefighters Relief Association and Pension Payout for Retired Firefighter Brian Hanson Meeting: Regular Council - Jan 20 2026 INTRODUCTION: For Council approval are the Bylaws of the Farmington Firefighters Relief Association. DISCUSSION: The membership of the Farmington Firefighters Relief Association voted and approved the Bylaws, which include an increase in the pension payout from $10,500 to $11,000 per year. Staff recommends approval of the Bylaws and adoption of Resolution 2026-012 Approving the Bylaws of the Farmington Firefighters Relief Association and Approving Pension Payout for Firefighter Brian Hanson. ACTION REQUESTED: Adopt Resolution 2026-012 Approving the Bylaws of the Farmington Firefighters Relief Association and Approving Pension Payout for Firefighter Brian Hanson. ATTACHMENTS: Farmington Firefighters Relief Assn By-Laws 2026-012 Bylaws of Farmington Firefighters Relief Assn and Pension Payout Brian Hanson Page 39 of 254 BYLAWS Farmington Firefighters Relief Association BYLAWS OF THE FARMINGTON FIREFIGHTERS RELIEF ASSOCIATION This instrument constitutes the Bylaws of the Farmington Firefighters Relief Association adopted for the purpose of regulating and managing the internal affairs of the association and shall serve as the written defined benefit pension plan for the ReliefAssociation. The Association will follow all MN Statues. The Bylaws will supersede MN statutes when allowed by law. PURPOSE The Purpose of the Farmington Firefighters Relief Association(Association)is to provide retirement relief and other benefits to its members and dependents.The Farmington Firefighters ReliefAssociation is a governmental entity that receives and manages public and private money to provide retirement benefits and aid for individuals providing the governmental services of firefighting and emergency first response. ARTICLE I MEMBERSHIP 1.1 Any regular or probationary active member of the Farmington Fire Department shall be eligible to apply for membership in this Association.Membership fees,dues and assessments shall be deposited in the General Fund of the Association. 1.2 On the date that an individual is hired as a firefighter with the City of Farmington they will be given an application to join the Association. After the Firefighter has submitted a completed application and$10 filing fee the firefighter will be considered an active member of the Association. The date of hire will be considered the entry date as a member ofthe Farmington Firefighters ReliefAssociation. ACertificate ofinembership alongwith a handout about the Relief will be given to the new member at the first membership meeting following the hire date. 1.3 Classes of members. There shall be the following classes of members in the Association: a) Active members. Active members shall be the members who are serving as paid on call firefighters of the Farmington Fire Department. b) Deferred members. Deferred members shall be those members who have not yet reached the age of 50 years but who have served at least 7 years of active duty as firefighters in the Farmington Fire Department. c) Retiredmembers. Retired members shall be those members who havereceived service pensions from the Association. d) MembersonLeave. Any member who has been approved for a leave of absence or hasbeen suspended from the Fire Department. 1.4 Dues,assessments. Dues and assessments and their method of collection shall be as hereinafter set forth: a) Dues,when paid, are for the annual period(January 1 through December 31)or fraction thereof. b) Active members shall pay the sum of$5.00 annually as dues. c) Each member shall pay to the Association annual dues of$5.00 payable on or before the date of the annual meeting of each year. d) Any member of the Association who fails to pay the dues within 30 days of the time when such payment was due,stands suspended from membership and forfeits all rights and benefits there under by such non- payment without any action by the association,or any officer thereof.The Secretary shall forthwith mall a notice of delinquency to the member. If the dues are not paid within 15 days after the notice is mailed, membership in this Association shall automatically terminate. A member so dropped may be reinstated upon payment of the delinquent dues and a fine of$10.00. Page 1 01112/2026 Page 40 of 254 BYLAWS Farmington Firefighters Relief Association e) Deferred and retired members shall pay no dues. 1.5 Fraudulent Claim. Any member who shall,in the opinion of a majority of the members of the Boani of Trustees, fraudulently claim benefits from, or defraud or attempt to defraud the Association in any way, shall be suspended from membership by the Board, and shall forfeit all further rights to benefits from the Association. 1.6 Reinstatement after resignation. Any member who leaves the Association and is later reinstated as a member of the Association may be eligible for the service time that was earned as a previous active Association member. All previous service time will be paid out at the pension retirement rate at time of resignation. To be eligible the member must serve an additional 5 years of service from the new reinstatement date. 1.6.1 Reinstatement after Retirement If the member was paid a pension from the Association for previous service time as a member and is rehired as a paid-on call firefighter, then the time that was accumulated and previously paid does not count for new retirement time. 1.7 Leave of Absence. a) Any member who is granted a leave of absence or Suspended by the Farmington Fire Department shall be considered on leave or suspended from the Association. The date of the leave will coincide with the dates for the fire department. The dates will be recorded in the Association personal file for such member. During the time that the member is on such leave they will not be entitled to any benefits from the Association. b) Any member who enlists or is drafted to enter the Armed Services of the United States of America shall be relieved of paying dues in this Association during the time of active military service but shall retain all rights and benefits in the Association. 1) Subject to restrictions stated in M.S. 424A.021, a volunteer firefighter who is absent from firefighting service due to service in the uniformed services, as defined in United- States Code,title 38, section 4303(13), may obtain service credit not to exceed five years, unless a longer period is required under United States Code, title 38, section 4312. a) To be eligible for service credit under this section, the volunteer firefighter must return to firefighting service with coverage by the Association upon discharge from service in the uniformed service within the time frame required in United States Code,title 38, section 4312(e). Service credit is not authorized if the firefighter separates from uniformed servicehter@)g with a dishonorable or bad conduct discharge or under other than honorable conditions. c) Service credit is not authorized if the firefighter fails to provide notice to the fire department that the individual is leaving to provide service in the uniformed service, unless it is not feasible to provide that notice due to the emergency nature of the situation. c) Any member who is on leave from the Fire Department due to a fire related injury and is not able to perform as a firefighter due to a fire related injury shall be considered an active member of the Association. The member is to retain all rights and benefits of the Association. The time for this leave does count as service time towards retirement and does not follow the 1yr cap for leave of absence. d) Leave of absence time is not constructive time towards retirement. The City of Farmington / Human resources department shall notify the Association of any break in service of a member Page 2 01/12/2026 Page 41 of 254 BYLAWS Farmington Firefighters Relief Association on the Farmington Fire Dep ent. e) Months on leave shall be dete ed by reverting the effective date of leave to the First day of the month in which the leave 7as accepted and doing the same for when the return from leave is accepted. (Example: a members' leave is dated June 25U' and their return is dated September 1 Oth. The Association shall c nsider the leave to be June Is' to September 1" = 3 months of leave). 1.8 Termination of membership. Active'members may be expelled from the Association for cause by a 60% vote of all the members at a regular or special meeting provided a quorum is present. Notice of the meeting and a written statement of the p 'cular charges shall be given to the member at least 15 days, excluding the date of the meeting, in advanc of the meeting. The members shall be given an opportunity to be heard at the meeting. Cause for terminat on shall include, but not be limited to, resignation or discharge from the Farmington Fire Department, failure to account for money belonging to the Association, feigning illness or injury for the purpose of defraudin the Association. 1.8.1 Any member that resigns or is terminated from the Farmington Fire Department will be considered removed from the active status with the Association. If the member has met the requirements for retirement, they will be paid their pension. If the member is not 50 years old and has met the requirement for retirement, they will be placed on deferred statues. The date of separation from the Fire Department will be considered the same date of separation from the Association. ARTICLE I1 BOARD OF TRUSTEES 2.1 The Board of Trustees as specified under Minn. Stat. 424A.04, shall be composed of the following nine 9) persons: a President, a Vice President, Secretary, a Treasurer, and two (2) general Trustees, each of whom shall be elected for a three-year term as specified in this Article, or until their successor has been elected and qualified, at the annual meeting of the Association from its members, and the statutory members: the Chief of the Farmington Fire Department, and one elected municipal official and one elected or appointed municipal official who are designated annually as municipal representatives by the City Council of the City of Farmington. 2.1. 1 The positions of President, We President, Treasurer, and Secretary must be filled by active members of the Association. Any member on the Board of Trustees holding one of these positions must resign from said position upon retirement from the Farmington Fire Department. Any Deferred member may hold the position of Trustee until such member reaches age 50 and is paid out, at which time the member must resign from the Board of Trustees. 2.2 The terms of office of the general Trustees and the officers shall be grouped as follows: (President and one Trustee), (Vice President and Secretary), (Treasurer and one Trustee). The terms shall be arranged so that one group shall be elected at each annual meeting. If a vacancy,other than a vacancy caused by removal for cause of an officer or trustee, occurs during the term of office of any officer or trustee, the remaining members of the Board of Trustees shall elect a membe of the Association to serve for the unexpired term of the vacated position. 2.3 A general trustee or officer may be removed for cause. Cause for removal shall include, but shall not be limited to, the breach of the duties as set forth in Articles H and III of these Bylaws. One or more of the Trustees or officers may be removed at a meeting of the membership which has been called for that purpose by a 2/3 vote of those present and voting at such meeting, provided a quorum is present. Notice of the meeting at which removal is to be considered shall be given to each board member and shall include the purpose of Page 3 01/12/2026 Page 42 of 254 BYLAWS Farmington Firefighters Relief Association the meeting. The general trustee or officer shall be furnished with a statement of the particular charges at least 15 days before the meeting is to be held. At the meeting, the general trustee or officer shall be given an opportunity to be fully heard as to each charge. If a general trustee or officer is removed, a replacement shall be elected at the same meeting, and such replacement shall serve out the unexpired term of the removed general trustee or officer. 2.4 It shall be the duty of the Board of Trustees to prepare modes and plans for the safe and profitable investment of the unappropriated funds of the Association, and whenever investments are made,to investigate and pass upon the securities offered and to attend to the drawing up and execution of the necessary papers. The Board shall order an audit of the books and accounts of the Secretary and the Treasurer annually, according to law, and shall submit a written report of the condition of the Association to the members at the annual meeting. 2.5 The investment of the funds of the Association shall be in the exclusive control of the Board of Trustees, in conformance with state statutes 356A.06, subd. 7. 2.5.1 The Board shall have on file a copy of the investment policy of the Association. 2.5.2 The Association shall provide annually to its broker a written statement of investment restrictions from the applicable state laws and the Association's investment policy. The broker must annually submit the Broker Certification form to the Association before the Association enters or continues business with said broker. 2.6 The members of the Board of Trustees shall act as Trustees with a fiduciary obligation to the members of the Association, to the City of Farmington and to the State of Minnesota. In the discharge of their respective duties, each Trustee of the Board of Trustees is a fiduciary and shall be held to the standard of care enumerated in M.S. Section I IA.09.In addition, the Trustees must act in accordance with M.S.Chapter 356A. No Trustee of the Association shall cause the Association to engage in a transaction if the fiduciary knows or should know that a transaction constitutes one of the following direct or indirect transactions: 1) Sale,exchange,or leasing of any real property between the Association and a board member. 2) Lending ofmoney or other extension of credit between the Association and a board member or member of the relief association. 3) Furnishing of goods,services,or facilities between the Association and a board member; or 4) Transfer to a board member or use by or forthe benefit of a board member, of any assets of the Association.Transfer of assets does not mean the payment of Association benefits or administrative expenses permitted by law. ARTICLE III DUTIES OF THE OFFICERS 3.1 (a) It shall be the duty of the President to: 1) Attend and preside at all meetings of the Association and the Board of Trustees. 2) Enforce the due observance of the Bylaws and see that the other officers properly perform the duties assigned to them. 3) Sign all documents requiring the signature of the President. 4) Be a member of all Association committees. 5) Exercise careful supervision over the affairs of the Association. b) The President shall receive such salary as may be fixed from time to time by the Board of Trustees, subject to annual approval of the Association, and payable from the Special Fund of Page 4 01/12/2026 Page 43 of 254 BYLAWS Farmington Firefighters Relief Association the Association. Payable for the year prior of service. 3.2 It shall be the duty of the Vice President to: 1) Perform the duties of the President in the absence of the President. In the absence of both the President and the Vice President, it shall be the duty of the Association to elect a President Pro Tem,who shall perform the duties incident to the office. 2) Assist the President. 3. 3 (a) It shall be the duty of the Secretary to: 1) Keep a true and accurate record of the proceedings of all meetings of the Association and of the Board of Trustees. 2) Act as custodian of the records of the Association, sign its official papers, and perform such other duties as may be imposed by the Board of Trustees. 3) Provide notice of all membership and Board of Trustee meetings to all members and the public . 4) Keep a roll of membership, with the date of joining, resignation, discharge, leaves of absence, dues and assessments paid, and relief or pensions furnished. 5) The Secretary's books shall be at all times open to inspection by the Board of Trustees and jointly with the Treasurer prepare and file all reports and statements required by law. 6) Prior to entering upon the duties of the office, give a bond in such amount as required by law, Minn. Stat. 69.051 subd. 2, and with such sureties as may be required and approved by the Board of Trustees, conditioned upon the faithful discharge of his trust and the faithful performance of the duties of the office. Such bond shall be paid for from the Special Fund of the Association. b) The Secretary shall receive such salary as may be fixed from time to time by the Board of Trustees, subject to annual approval of the Association, and payable from the Special Fund of the Association. Payable for the year prior of service. 3.4 (a) It shall be the duty of the Treasurer to: 1) Receive all funds belonging to the Association and hold them subject to the order of the President and Board of Trustees. 2) Keep separate and distinct accounts of the Special and General Funds. Shall prepare and present to the Board of Trustees and Association a full and detailed statement of the assets and liabilities of each fund at each meeting of the Board of Trustees, Association, and the Annual Membership meeting. 3) Deliver to their successor in office, or to any committee appointed by the Board of Trustees to receive the same, all moneys, books, papers and other items pertaining to the office immediately upon expiration of the term of office. 4) Prior to entering upon the duties of the office, give a bond in such amount as required by law, Minn. Stat. 69.051 subd. 2, and with such sureties as may be required and approved by the Board of Trustees, conditioned upon the faithful discharge of his trust and the faithful performance of the duties of the office. Such bond shall be paid for from the Special Fund of the Association. 5) Jointly with the Secretary, the Treasurer shall prepare and file all reports and statements as required by law. 6) Annually review the standing approval of expenditures with the Board of Trustees. Page 5 01/12/2026 Page 44 of 254 BYLAWS Farmington Firefighters Relief Association b) The Treasurer shall receive such salary as may be fixed by the Board of Trustees from time to time, subject to annual approval of the Association, and payable from the Special Fund of the Association. Payable for the year prior of service. 3.5 It shall be the duty of the Trustees to assist the members of the Board of Trustees with their duties. Trustees will supply a documented hours of work to the Secretary as directed by the President for assistance with tasks required. These hours will be paid through the yearly stipend from the Special Fund as described in Attachment A. 3.6 The Board of Trustees annually will review and suggest changes to the aid and benefits offered to members of the association. This review will occur at the 1st quarterly board meeting each year. 3.7 Salaries shall be paid to the following board member positions: President, Treasurer, and Secretary. These salaries will be voted on by the membership at the annual Association/Membership meeting and approved by the Board of Trustees Quarter 1 meeting for the previous year of service. The salaries will be paid by the Special Fund of the Association. 3.8 Salaries shall be paid to the following board member positions: Trustee #1, Trustee #2, and Vice President. Salaries will be based on Attachment A. These salaries will be voted on by the membership at the annual membership meeting for the previous year of service. The salaries will be paid from the Special Fund of the Association Section 7 —COMPENSATION.Trustees of the Association identified in Attachment A may be paid a salary out of the Special Fund.The amount paid in salary is limited to the amount listed in Attachment A.Only after the amounts listed in Attachment A have been approved by the Board of Trustees, may salaries be paid to non- Officer Trustees. For all Trustees, itemized expenses eligible for reimbursement are limited to those expenses incurred as a result of fulfilling responsibilities as administrators of the Special Fund. ARTICLE IV MEETINGS 4.1 The Annual Meeting of the Association, for the election of officers and trustees, and other business, shall be held during the second full week of January each year at 7:00 p.m. All members of the Association shall attend this meeting either in person or virtually. 4.2 The Board of Trustees shall hold at least four regular meetings during each year. (Preferably more) a) Place. A meeting of the Board of Trustees may be held at any place within this state designated by the Board. This is to include virtual meetings over the internet. b) Notice. Subject to waiver, notice of every meeting shall be sent or delivered by the Secretary to each Trustee entitled to vote at the meeting at least 5 but not more than 30 days before the meeting, excluding the date of the meeting, which sets forth the time, place, and in the case of a special meeting, purpose. A notice of meetings, including the date, time and location, shall be posted on the Association website. c) Act by majority. An act of the majority of the Trustees present at a meeting at which a quorum is present is an act of the Board. d) Quorum. The presence of a majority of the members of the Board shall constitute a quorum of the Board. Page 6 01/12/2026 Page 45 of 254 BYLAWS Farmington Firefighters Relief Association The Association shall hold at least eleven (11)regular meetings during each year. (Annual meeting not included in this count) a) Place. A meeting of the Association may be held at any place within this state designated by the Association. This is to include virtual meetings over the intemet. b) Notice. Subject to waiver,notice of every meeting shall be sent or delivered by the Secretary to each Trustee entitled to vote at the meeting at least 5 but not more than 30 days before the meeting, excluding the date of the meeting, which sets forth the time, place, and in the case of a special meeting, purpose. A notice of meetings, including the date, time and location, shall be posted on the Association website. c) Act by majority. An act of the majority of the Association present at a meeting at which a quorum is present is an act of the Association. d) Quorum. The presence of a majority of the members of the Association shall constitute a quorum of the Association. e) Voting. All topics/ideas voted on will be a majority vote of the topic/idea. If a topic/idea passes via majority, a member(s) of the Association will be chosen to formulate a formal presentation of the topic/idea to present to the Board of Trustees at the next Board meeting. 1) Participation. All members to stay in good standing shall attend six (6) or more Association meetings either in person or virtually. 4.3 Notice of special elections shall be given to all members entitled to vote at the meeting or election. Such notice shall be in writing and state the time, place, and purpose. This notification will be emailed to each member and posted on the Association website not less than 5 but not more than 45 days before the meeting, excluding the date of the meeting. 4.4 The President can call a Special Association or Board of Trustees meeting anytime a quorum of members is present. However, any member can call for a stay of vote before any vote can be made. If a stay of vote is called then the voting will wait 28 days before it is presented to the membership to be voted on. 4.5 Quorum. a) Subject to 4.5 (c), a quorum is necessary for the transaction of business at a meeting. b) When a quorum is not present, any meeting may be adjourned from time to time for that reason. c) When a quorum has been present at a meeting and members have withdrawn from the meeting so that less than a quorum remains, the members still present may continue to transact business until adjournment. d) A quorum for Association meetings is 50%of the members of the Association. A quorum for Board meetings is 50%of the members of the Board of Trustees. 4.6 All reports and resolutions shall be submitted in writing, and no report shall be accepted unless it is the report of the majority of a committee, provided however, that the minority shall be permitted to present its view in writing. 4.7 All meetings shall be conducted according to Robert's Rules of Order, as revised. 4.8 Order of Business, a) General membership meetings 1. Call to Order 2. Reports from Officers Page 7 01/12/2026 Page 46 of 254 BYLAWS Farmington Firefighters Relief Association 3. Unfinished Business 4.New Business 5.Adjournment b)Annual meeting will include the order of business of a general membership meeting and 1. Roll Call 2. Review of the previous year meeting minutes /Approval of minutes 3. Election of Officers or Trustees 4. Payment of Officers 4.8.1 The meeting minutes will be available for viewing upon request. The minutes will be available no later than 2 weeks after a meeting has occurred. A copy of the current years meeting minutes will be emailed to all members at least one week prior to the annual meeting for review. 4.9 Voting. Each active or deferred member in good standing shall be entitled to vote on any matter which the members vote upon.Neither cumulative voting nor voting by proxy shall be allowed. 4.10 VOTING AT BOARD MEETINGS. The Board has a responsibility to vote on the investment and reinvestment of Association assets, the determination of benefits, the determination of eligibility for membership or benefits, the determination of the amount or duration of benefits, the determination of funding requirements or the amounts of contributions, the maintenance of membership and financial records, the expenditure of Association assets, the selection of financial institutions and investment products, and on any other matter related to the business or affairs of the Association. Trustees are entitled to one vote and each has equal rights. Voting by proxy is not permitted. All votes,unless specified prior to the vote, will be conducted by a voice vote. If a majority cannot be determined by voice vote,the officer in charge of the vote will ask for a vote by roll call or by ballot. ARTICLE V FUNDS 5.1 Funds required. The Association shall maintain in its treasury a General Fund, Special Fund, and a Gambling Fund a) General Fund. One fund shall be called the General Fund to which shall be credited all money received from dues, fines, initiation fees, entertainment revenues and any moneys or property donated, given,granted or devised by any person for unspecified uses. The General Fund may be used for any purpose authorized in the Bylaws, including but not limited to the following: expenses of entertainment, dinners, dances, games, and flowers for the sick or deceased members, expenses of administering the fund. b) GENERAL FUND. Money received from any nonpublic source, such as fundraising activities and donations,will be deposited into the General Fund.Funds may be disbursed by the Board for any purpose authorized by the articles of incorporation or by these bylaws. All Association expenses not specifically authorized by State statute to be paid out of the Special Fund must be paid out of the General Fund. c) The Treasurer is the custodian of the assets of the General Fund and the recipient on behalf of the General Fund of all revenues payable to it. The Treasurer will maintain adequate records documenting any transactions involving the financial activities of the General Fund. b) Special Fund. Page 8 01/12/2026 Page 47 of 254 BYLAWS Farmington Firefighters Relief Association The Special Fund shall be credited with all fire state-aid moneys received pursuant to law, all taxes levied by or other revenue received from the City pursuant to law providing for municipal support for the Association, any moneys or property donated, given, granted or devised by any person which is specified for use for the support of the Special Fund, and any interest earned upon assets of the Special Fund. No disbursement shall be made from the Special Fund for any purpose except a purpose for which such Special Fund is held in trust consistent with provisions in the Bylaws, and administrative expenses as limited by M.S. 69.80. All other expenses of the Association shall be paid out of the General Fund. c) Gambling Fund The gambling fund shall be credited with all money related to gambling (ex. Pull tabs, tip boards, bingo). No disbursement shall be made from the gambling fund unless it meets the rules and regulations set by the gambling control board of MN. The designation and regulation of these funds is described in Article VI11 section 8.4 of the by-laws 5.2 Deposits. All money belonging to this association shall be deposited to the credit of the Association in such banks, trust companies or other depositories as the Board of Trustees may designate. The Association will not keep any petty cash. All cash will be deposited to a financial institution. All Deposits must be verified by the Treasurer and one other member of the Board of Trustees. The Board of Trustees shall make deposits in conformance with state statues, the Bylaws and the investment policy. 5.3 Disbursements. No disbursement of funds from this Association shall be issued until the claim to which it relates has been approved by the membership and two of the following board members: President, Vice President, Treasurer, or Secretary. All purchases over$1,000 must have a majority vote from the membership and majority vote at a separate meeting with the Board of Trustees. 5.4 Checks/Electronic Payments. Before a check can be written an expenditure form needs to be filled out and approved by(2) of the following Officer positions: President, Treasurer, or Secretary. 5.5 Credit/Debit Cards. Before a purchase may be made, an expenditure form needs to be filled out and approved by two (2) of the following positions: President, Vice President, Treasurer, or Secretary. All invoices and expenditure forms must be attached to the monthly credit card statement. The credit/debit card balance will be paid in full every month by the Treasurer. At no time can an expense be approved if the funds are not available prior to the purchase. The President and the Secretary will be the only two positions issued credit/debit cards. ARTICLE VI BENEFITS Page 9 01/12/2026 Page 48 of 254 BYLAWS Farmington Firefighters Relief Association 6.1 Service Pensions. 6.1. 1 Eligibility requirements. To be eligible to receive a service pension, a member must meet all of the following requirements: 1) Be at least 50 years of age; 2) Have retired from the Fire Department of the municipality of Farmington and ceased to perform or supervise fire suppression duties; unless, as specified in M.S. 424A.02, Subd. 1(d): a) the person is employed subsequent to retirement by the City of Farmington to perform duties within the Farmington Fire Department on a full-time basis 3) Have at least seven years of service with such department before retirement; (exception 6.1.10 ) 4) Have been a member of the Association in good standing at least five consecutive years prior to separation from service, other than approved Leaves of Absence. 6.1.2 Service pension. Because of varying circumstances in each member's retirement planning, optional benefit payment methods are offered. Selection should occur after consultation with a tax consultant, financial planner, or an attorney. Each Association member meeting the requirements of 6.1. 1 shall be entitled to a lump sum service pension as set forth in 6.1.6. A member is entitled to receive a pension after completing 7 years of service, However it takes 15 years of service to qualify for the full pension amount. The table below shows the payout amount for members not having 15 years of service: Years of Percentage Service Paid of Base Service Pension Less than 7 years 0% 7 years but less than 8 years 36% 8 years but less than 9 years 44% 9 years but less than 10 52% ears 10 years but less than 11 60% years 11 years but less than 12 68% ears 12 years but less than 13 76% years 13 years but less than 14 84% ears 14 years but less than 15 92% ears 15 years or more 100% 6.1.3 Application. Applications for service pensions shall be made in writing on forms supplied by the Secretary. The application shall be submitted to the Board of Trustees at a regular or special meeting of the Board. Applications shall be verified by an oath of the applicant and Page 10 01/12/2026 Page 49 of 254 BYLAWS Farmington Firefighters Relief Association shall state the applicant meets each of the eligibility requirements set forth in 6.1.1. 6.1.4 Approval, amount of pension. It shall be the duty of the Board to approve applications for service pensions if the applicant meets all of the eligibility requirements set forth in 6.1.1. It shall also be the duty of the Board not to approve the application if any of the eligibility requirements are not met. If an application is not approved, the Board shall return the application to the applicant within 30 days, noting thereon, with particularity, which requirements the applicant does not meet. Thereafter, the applicant shall be furnished the opportunity to be heard by the full Board, within the next 30 days, on the question of whether the applicant meets all of the eligibility requirements. The service pension shall be payable at the rates set forth in 6.1.2. Payment shall be made from the Special Fund. 6.1.5 Deferred service pension. A member of the Association who qualifies for a service pension set forth in in 6.1.6 and who separates from active service and membership before reaching the age of 50 years shall be entitled to a deferred service pension to commence upon reaching the age of 50 years and upon making a valid written application to the Association. The deferred service pension shall be payable as set forth in 6.1.2 except that: 1) Deferred members selecting the lump sum service pension as set forth in 6.1.8 shall have the lump sum payment based on the Lump Sum table in effect at the time of separation. As specified in MS 424A.02 subd. 7(c), if the member was hired before July 1 St, 2019, then interest will be paid on the deferred lump sum service pension during the period of deferral at the interest rate of 5% compounded annually. Any member hired after July 1 St,2019, will earn 2%interest on any deferred payments. Any member hired after July Is', 2024, will earn 0% interest on any deferred payments. 2) Any member leaving in good standing will receive Interest on their deferred pension. If the member is terminated, or currently on Suspension from the Fire Department on the date of separation then no Interest will be added to the deferred pension. Interest is payable as specified in MS 424A.02 subd. 7(d), from the first day of the month next following the date on which the member separated from active service to the last day of the month immediately before the month in which the deferred member reaches age 50. 6.1.6 Year of service. For the purpose of computing benefits, a"Year of Service" shall be defined as a period of 12 full months of active duty in the Farmington Fire Department, beginning on the anniversary date when the member became an active member of the Association. 1) Incomplete years of service, after the member's anniversary date, shall be prorated at the rate of 8.33%per complete month of active duty,pursuant to M.S. 424A.02, Subd. 1. If a member's period of active service is not continuous, parts of years may be added together to complete full years. 6.1.7 Surviving Spouse. "Surviving Spouse"means any person who was the dependent Spouse of a deceased member who was legally married to the member at the time of Death. M.S. 424A.001, Sub. 6. 6.1.8 Lump Sum Service Pension. Each member meeting the requirements of 6.1. 1 shall be entitled to select a lump sum service pension. Alternate payment methods shall include: 1) A single lump sum check payment payable to the eligible retiree. Page 11 01/12/2026 Page 50 of 254 BYLAWS Farmington Firefighters Relief Association 2) Upon written request,the Association shall directly transfer the eligible member's lump sum pension to the member's individual retirement account under Section 408(a) of the Internal Revenue Code, as amended. 6.1.9 Supplemental Benefit. As described in M.S. 424A.10, the Association must pay a supplemental benefit to individuals who receive a lump sum distribution of pension or retirement benefits for service performed as a volunteer firefighter at the time that the lump sum benefit is paid. The supplemental benefit is calculated as ten percent of the regular lump sum distribution, but not to exceed $1,000. 1) Upon the payment of a lump sum survivor benefit to the survivor of a deceased active or deferred member, a supplemental survivor benefit will be paid to the legally married surviving spouse or, if none, to the surviving child or children. The survivor supplemental benefit is calculated as twenty percent of the survivor benefit distribution, but not to exceed $2,000. 6.2 Ancillary Benefits. "Ancillary Benefit" means a benefit other than the service pension. Upon the death of an active or deferred member of this Association there shall be paid a survivor benefit. Pursuant to M.S. 424.A02, subd. 9. (b), the sum of the ancillary benefit shall be calculated as of the date the active or deferred member died. The total benefits paid under Article VI herein, cannot exceed the benefit earned by the member. 6.2.1 Active Member Survivor or Death Benefit. Pursuant to M.S. 424A.05, Subd. 3. (3), a survivor benefit may be paid to a surviving spouse of an active member, or if none, to a child or children regardless of age at time of death, or if none, to designated beneficiaries, limited to parents, significant other, or if no designated beneficiary, a death benefit to the estate of the deceased member. The sum shall be calculated using the Lump Sum Service Pension benefit in effect at the time of death as listed in 6.1.2, using years of service as determined in 6.1.6, without regard to minimum or partial vesting requirements but in no case shall be less than five times the benefit level per year of service in effect on the date of death. 6.2.2 Deferred Member Survivor or Death Benefit. Pursuant to M.S. 424A.05, Subd.3. (3), a survivor benefit may be paid to a surviving spouse of a deferred member, or if none, to designated beneficiaries, limited to parents, significant other, child or children regardless of age at time of death or if no designated beneficiary, a death benefit to the estate of the deceased member. The sum shall be calculated using the Lump Sum Service Pension table in effect at the time of separation, using years of service as determined in 6.1.6 and interest earned up to the date of the deferred member's death.The total benefits paid under Article VI herein, cannot exceed the benefit earned by the member. 6.3 Limits on Benefits. 6.3.1 Domestic Relations Order. A qualified domestic relations or domestic relations order that complies with the provisions of M.S. 518.58, 518.581, or 518.611, shall be distribution made pursuant to a domestic relations order shall be treated as made pursuant to qualified domestic relations order as specified by Internal Revenue Code 414 (p) (11), as amended. No benefits shall be paid under a domestic relations order which requires the plan to provide any type or form of benefit, or any option, not otherwise provided under the plan or under state law. The only benefit available to a former spouse of a member pursuant to a qualified domestic relations order is that of a lump sum service pension, which is distributable pursuant to the terms and conditions of Article VI herein. When a qualified domestic relations order is submitted to the Page 12 01/12/2026 Page 51 of 254 BYLAWS Farmington Firefighters Relief Association Farmington Firefighters Relief Association Board for review and/or consideration, it must be accompanied with a fee of$500.00 to help defray the cost of attorney fees and meeting costs of the Board. 6.3.2 Garnishment, Judgment or Legal Process. No service pension benefits paid or payable from the Special Fund of the Association to any person receiving or entitled to receive a service pension shall be subject to garnishment, judgment, execution, or other legal process, except as provided in Minn. Stat. 518.58, 518.581, or 518.611. 6. 3.3 No person entitled to a service pension from the Special Fund of the Association may assign any service pension benefit payments, nor shall the Association have the authority to recognize any assignment or pay over any sum which has been assigned. 6.3.4 No provision which places limits on benefits as contained within Section 415 of the Internal Revenue Code shall be exceeded. Plan participants cannot receive an annual benefit greater than the amount specified in Section 415 of the code as may be subsequently amended. 6.3. 5 No ancillary benefit or combination of benefits payable may exceed in amount the total earned service pension of the member or former member. 6.4 Benefit, Death and Hospital AID 6.4.1 It is important that a board member be contacted in the event flowers or a memorial are to be given for the aid of a member. If we are not contacted, it cannot be assumed that things will be handled. This benefit below also includes our full-time department members, Retired department members, City employees, and to also included their immediate family. Limits Hospitalized Flowers /Gift) 200/occurrence Death Flowers /Memorial) 400 Line of Duty Death (Flowers /Memorial) 600 Total cost of Flowers/Gift and delivery and service fees should not exceed limits. If cost exceeds the above limits the President shall be notified and approved by the President. 6.4. 2 FUNERAL FUND ALLOWANCE In the event of death to an active FF $1,000 will be offered to the family to help with funeral expenses. The death does not have to occur on duty. 6.5 Physical Fitness Benefit The Relief Association will reimburse you$25 a month towards your gym membership dues. You must show documentation that you went to the gym eight (8) times during the month. The reimbursement will occur annually. Payments will be made in March of the following year. Documentation needs to be given to the Association Secretary. This benefit will be voted on every year at the annual meeting 6.6 Tables / Chairs / Event Tent / Turkey Fryer and any other property owned by the Relief Association Page 13 01/12/2026 Page 52 of 254 BYLAWS Farmington Firefighters Relief Association Any active firefighter or retired firefighter can borrow these items from the Relief if available. A signup sheet will be posted at Fire Station #1. Active Firefighters will have preference over a retired member. Fire Department Chief Officers and Captains will have access to release these items. You must contact one of them at least 1 week prior to your date to arrange a time for pickup. ARTICLE VII AMENDMENTS 7.1 The Bylaws of this Association may be amended at any regular or special meeting of the Association by a favorable vote of two-thirds of the members present and voting, providing a quorum is present; and provided further that notice of any proposed amendment or amendments has been emailed to each member at their last known email address not more than 28 days preceding the date upon which such amendment or amendments are to be acted upon, and not less than 10 days prior to the scheduled date of such meeting; and provided further, that if such amendment or amendments shall change the amount of benefits or pensions, approval of the City Council of Farmington must be obtained, as required by law. ARTICLE VM GAMBLING 8.1 Gambling Manager Duties. The Gambling Manager will be responsible for supervising all gambling activities and employees, ordering all supplies, maintaining inventory list, auditing all games, and assures compliance with all laws and rules related to lawful gambling. 8.1.1 Gambling Manager Eligibility. To be Eligible for the position of Gambling Manager you must be an active member of the Association with at least 5 years of continuous good standing, or have served on the Board of Trustees for at least 1 year. 8.1.2 The Gambling Manager can hold a position on the Board of Trustees, but it is not required that the Gambling Manager be on the Board of Trustees. 8.2 Gambling Manager Election. The Gambling Manager will follow a 3 year term and will follow the election schedule for Vice President/ Secretary. All Eligible members interested in the position of Gambling Manager must provide in writing their request for an interview by September 1 st of the last year of the term. All eligible members will be interviewed by the Board of Trustees. The Board of Trustees will select the Gambling Manager by October 1st of the last term year. The selected candidate must complete and pass the State mandated Gambling Manager Class by the annual meeting. The Gambling Manager will be effective at midnight of the date of the annual meeting. 8.2.1 If the member selected to be the Gambling Manager has not completed and, or passed the state required Gambling Manager Class by the annual meeting, then the Board of Trustees will review the circumstances. The Board can choose to select a new candidate or provide an extension of 90 days for the selected member to complete the class. If a new candidate is selected they will have 90 days to complete and pass the state Gambling Manager Class. 8.2. 2 If a new Gambling Manager has not filled the position on the date of the annual meeting for the term end, then the current Gambling Manager will remain in that position until a new Manager is approved by the Board of Trustees to take over. 8.2.3 At any time the Gambling Manager can be relieved of duties for any reason by the Board of Page 14 01/12/2026 Page 53 of 254 BYLAWS Farmington Firefighters Relief Association Trustees. 8.2. 4 Gambling Manger must give a 90-day resignation notice to be in good standing with the Association. 8.2.5 If a Gambling Manager quits or is relieved of his duties the board will inform the membership of the opening for an interim gambling manager. All eligible members must notify the board within 7 days from the notification date if they are interested in the position. The interim Gambling Manager must be able to take and pass the state gambling manger class within 90 days of accepting the position. The interim Gambling manager will complete the remaining term of the previous Gambling Manager. 8.2.6 If the Association is temporarily without a Gambling Manager the Gambling Manager Assistant will assume the responsibilities of the Gambling Manager until a new Gambling Manager is selected. 8. 3 Gambling Manager Assistant. The Gambling Manager can request to have 1 or more assistants to help perform various duties. The duties of any assistant must follow the regulations set by the State Gambling Board. The Board of Trustees will review the request and select the assistant. This position can be filled by anybody; it does not need to be filled by an active member of the Association. The position of gambling assistant does not have a term requirement. Any assistant can be relieved of duties for any reason by the Board of Trustees. 8.3.1 All Gambling Manager Assistants must pass a background investigation prior to appointment of position. 8.4 Funds. All gambling proceeds and expenditures must follow the State of Minnesota gambling regulations. 8.4.1 All gambling funds need to be processed through a separate checking account designated for gambling activity. 8.4.2 No gambling funds can be deposited into the General Fund without approval from the state gambling board. 8.4.3 Authorized gambling account signers will consist of the following people: President, Secretary, Gambling Manager, Assistant Gambling Manager and Site Managers. All checks written from the gambling account must be signed by 2 of the authorized people. All checks and deposits must be verified by the Gambling Manager,Assistant Gambling Manager(s), Site Manager(s) or the President. The person verifying the transaction cannot be one of the two people who authorized the transaction. 8.4.4 The Gambling Manager will perform a monthly audit of the Gambling account. At no time is the Treasurer allowed to sign checks from the Gambling Account. 8.5 Compensation. The membership of the Association at the annual meeting will recommend the pay rate for the current year for any position being paid through the gambling funds. The Board will finalize the pay rate for all gambling staff at the first quarter Board meeting. The Board holds the right to alter/change the pay rate at any time for the Gambling Staff with a majority vote of the Page 15 01/12/2026 Page 54 of 254 BYLAWS Farmington Firefighters Relief Association Board. 8.6 Auditing. The Gambling Manager will perform regular audits of all games. The President and Assistant Gambling Manager (s) will perform monthly random audits of open and closed games. 8.7 Meetings. An Association/Membership meeting to discuss gambling will occur once a month. The Gambling Manager shall present a financial report to the Association at all monthly meetings and the annual meeting. 8.8 On Site Gambling. Any person employed by the Relief Association involved in the conduct or management of daily gambling operations is restricted from gambling at any site the Relief Association conducts lawful gambling at. ARTICLE VHII MUNICIPAL RATIFICATION 8.1 The adoption of, or any amendment to the Articles or Bylaws of this Association which increases or otherwise affects the retirement coverage provided by, or the service pensions or retirement benefits payable from the Special Fund of this Association, shall not be effective until it is ratified by the City Council of the City of Farmington. A. At a duly called regular meeting thereof, the Farmington Firefighters Relief Association did amend on the _12_ day of_January_, _2026, the foregoing CODE OF BYLAWS, said Code consisting of nineteen 19) pages, including this page. Which amendments were approved by the Farmington City Council on the day of Resolution No. APPROVED BY THE BOARD OF TRUSTEES OF THE FARMINGTON FIREFIGHTERS' RELIEF ASSOCIATION ON THE DAY OF, am 2otkv ARTICLE XIII — AMENDMENTS, CONSOLIDATION, AND DISSOLUTION Section 1 — AMENDMENTS. These bylaws maybe amended when necessary by a majority of the members of the Board. Proposed amendments will be submitted to the Secretary to be posted with regular Board announcements. The Association will file a revised copy of these bylaws with the Office of the State Auditor upon the adoption of any amendments. Section 2 — CONSOLIDATION. A consolidation of the Association with one or more volunteer fire relief associations will be initiated pursuant to Minn. Stat. § 42413.02, subds. 1 and 2, and will comply with the process set forth in and the requirements of Chapter 424B. Section 3 — DISSOLUTION. Prior to dissolution of the Association, all legal obligations of the Association other than service pensions and benefits must be settled under Minn. Stat. § 42413.2, Page 16 01/12/2026 Page 55 of 254 BYLAWS Farmington Firefighters Relief Association subd. 3, a benefit trust must be established under subdivision 4, and the affairs of the Association must be concluded under subdivision 5. EFFECTIVE ON THE_1_DAY OF_FEBRUARY , 2026 , INCLUDING THE BENEFITS STIPULATED IN ARTICLE VI OF THESE BYLAWS SHALL INCREASE TO $ 11,000.00 PRESIDENT APPROVED BY THE FARMINGTON CITY COUNCIL ON THE DAY OF CITY CLERK ADOPTED BY THE CITY COUNCIL ON TO $ PER YEAR EFFECTIVE THE 1st DAY OF FEBRUARY, 2026 BYLAWS These bylaws are hereby adopted and approved by the members of the Farmington Fire Relief Association on this _12_ day of January , 2026 ._ _ Date: 2 2 (p Presidea 2 ZU2bDate: Gib Secretary Date: Z Ab Page 17 01/12/2026 Page 56 of 254 BYLAWS Farmington Firefighters Relief Association Treasurer AMENDMENTS These amendments to the bylaws are hereby adopted and approved by the members of the Farmington Fire Relief Association on this _12_ day of_January , 2026 ._ _ Date: d( f Z- ` 01 President Date.: Secretary Date: Z Treasurer ATTACHMENT A—COMPENSATION BOARD POSITION TRUSTEE ANNUAL STIPEND TERM EXP President (Officer) Joshua Threet 4,500.00 2026 Secretary (Officer) Doug Rowe 2,500.00 2027 Treasurer (Officer) Andy Hennes 4,500.00 2028 Vice President Mary Olson up to$1,000.00 2027 Trustee #1 Matt Donnelly up to$ 500.00 2026 Trustee #2 Justin Kelly up to$ 500.00 2028 City Official Steve Wilson NONE 2027 City Official Jake Cordes NONE 2027 Fire Chief Matt Price NONE Page 18 01/12/2026 Page 57 of 254 BYLAWS Farmington Firefighters Relief Association GAMBLING STAFF EMPLOYEE MONTHLY PAY TERM EXP President/CEO Joshua Threet 1,500.00 2026 Gambling Manager (GM) Sean Goedtel 1,900.00 2027 Site Manager (SM) Jeff Alm 1,900.00 AGM/ASM Trainer Adam Fischer 1,400.00 Page 19 01/12/2026 Page 58 of 254 CITY OF FARMINGTON DAKOTA COUNTY, MINNESOTA RESOLUTION 2026-012 A RESOLUTION APPROVING THE BYLAWS OF THE FAR MINGTON FIREFIGHTERS RELIEF ASSOCIATION AND APPROVING PENSION PAYOUT FOR FIREFIGHTER BRIAN HANSON WHEREAS, the Farmington Firefighters Relief Association is requesting City Council approval of the Bylaws; and WHEREAS, payout for vested time increased from $10,500 to $11,000 per year. NOW, THEREFORE, BE IT RESOLVED by the Farmington City Council that the Bylaws of the Farmington Firefighters Relief Association are approved. BE IT FURTHER RESOLVED that the total pension payout amount of $167,250.00 for retired Firefighter Brian Hanson is approved. Adopted by the City Council of the City of Farmington, Minnesota, this 20th day of January 2026. ATTEST: ____________________________ ______________________________ Joshua Hoyt, Mayor Shirley R Buecksler, City Clerk Page 59 of 254 BRIAN HANSON HIRED TIME: lS YEARS 10 MONTHS LEAVE TIME: 0 YEAR O MONTHS VESTED TIME: 15 YR 10 MONTHS PAYOUT PERCENT: 100% SUBTOTAL: COMPOUND INTEREST (5%): TOTAL TIME FOR INTEREST 100 % PAYOUT STATE BENEFIT AMOUNT TOTAL PENSIOI\J AMOUNT DOB: FULL AMOUNT 50TH BIRTHDAY: AGE WHEN RETIRED : 50 YEARS DEFFERED TIME: 0 YEARS O MONTHS $10,500.00 PAYOUT A YEAR $875.00 PAYOUT A MONfH $ 166,250.00 $ RUNNING AMOUNT COMPOUND INTEREST A!VIOUNT $ $ $ 166,250.00 1,000.00 167,250.00 PAYOUT: $10,500 SUBTOTAL AMOUNT $ $ $ $ $ $ $ $ $ $ $ $ HIRE: 03/08/2010 RE"flRED: 01/04/2026 Pa g e 6 0 o f 2 5 4 REGULAR COUNCIL AGENDA MEMO To: Mayor, Councilmembers and City Administrator From: Kellee Omlid, Parks & Recreation Director Department: Parks & Recreation Subject: Purchase of Caterpillar Model 265 Ultra Compact Track Loader Meeting: Regular Council - Jan 20 2026 INTRODUCTION: Staff is requesting approval to purchase a Caterpillar Model 265 Ultra Compact Track Loader (loader). DISCUSSION: The loader is included in the Capital Improvement Plan (CIP) schedule for purchase in 2026. This machine is highly versatile and compatible with multiple attachments including the size increased The jackhammer. and brush and rotary mulcher, forestry cutter, capacity of this loader will allow staff to utilize the forestry mulcher to its full potential. The loader will be used along trails and within natural areas to remove brush more efficiently and effectively, improving maintenance operations and overall site conditions. The purchase of the loader will be funded through the General Capital Equipment Fund. BUDGET IMPACT: The MN State Bid Contract for the Caterpillar Model 265 Ultra Compact Track Loader is $89,991. The General Capital Equipment Fund will cover the cost of the purchase. ACTION REQUESTED: Approve the purchase of a Caterpillar Model 265 Ultra Compact Track Loader. ATTACHMENTS: 265 Ultra Compact Track Loader Quote Page 61 of 254 Ziegler Inc. Page 1 of 4 231422-03 January 5, 2026 CITY OF FARMINGTON 430 3RD ST FARMINGTON, MN 55024-1355 Damon Hoppe, We would like to thank you for your interest in our company and our products, and are pleased to quote the following for your consideraƟon. Per State Bid Contract #: 242476. Caterpillar Model: 265 Ultra Compact Track Loader quotaƟon is valid for 30 days, aŌer which Ɵme we reserve the right to re-quote. If there are any quesƟons, please do not hesitate to contact me. Sincerely, MaƩ DuCeƩe Territory Manager 612.554.1540 (c) Page 62 of 254 Ziegler Inc. Page 2 of 4 Caterpillar Model: 265 Ultra Compact Track Loader Standard Equipment POWERTRAIN Cat C2.8B turbocharged, aŌercooled Filter, hydraulic return, cartridge type diesel engine Filter, canister type, engine oil -Gross horsepower per ISO 14396 Filter, canister type, fuel 74.3 HP and water separator -Electric fuel priming pump Radiator / hydraulic oil -Glow plugs starƟng aid cooler (side-by-side) -Liquid cooled, direct injecƟon Spring applied, hydraulically released, Air cleaner, dual element, radial seal parking brakes S-O-S sampling valve, hydraulic oil HydrostaƟc transmission Ecology drain - coolant Lockable fuel cap Filter, hydraulic supply, cartridge type Auto engine idle UNDERCARRIAGE E-bar (equalizer bar) Triple flange idler wheels undercarriage suspension - front and rear Two speed travel Integrated Ɵe downs on track Speed SensiƟve Ride Control frame (4) HYDRAULICS High Flow XPS: 34 gpm Electro/hydraulic hydrostaƟc High Flow Pressure: 4061 psi transmission control Heavy duty flat faced quick disconnects Selectable control paƩern - ISO or H with integrated pressure release lever Electro/hydraulic implement control ELECTRICAL Work Tool Electrical Harness Auto reverse lights Heavy duty baƩery Switch backlighƟng -includes baƩery disconnect with Interior LED dome light lockout feature Backup alarm 12 volt electrical system Electrical outlet, beacon 100 ampere alternator Courtesy lighƟng, exterior LED work lights (front / rear / sides) Push start igniƟon OPERATOR ENVIRONMENT Operator warning system indicators: -Event and DiagnosƟc Code monitoring -Air filter restricƟon -Smart Technology, enables use of -Alternator output Smart AƩachments -Armrest raised / operator out of seat Gauges: fuel level, hour meter, -Engine coolant temperature hydraulic temperature, baƩery -Engine oil pressure voltage, tachometer. -Glow plug acƟvaƟon Rear-view camera -Hydraulic supply filter restricƟon Enclosed Cab, Ɵlt up: -Hydraulic oil temperature -Air condiƟoner incl heater/defroster -Park brake engages -Front and Rear Sliding Side windows -Engine emission system Seat, comfort, air suspension, cloth, (where applicable) -High back heated seat with recline Control interlock system, when operator Cab Front Door leaves seat or armrest raised: Advanced Touchscreen Monitor -Hydraulic system disables Advanced JoysƟcks -HydrostaƟc transmission disables X-mount cell phone holder -Parking brake engages Cell Phone Storage Pocket ROPS cab, Ɵlt up Cup Holder FOPS, Level I Ergonomic contoured armrest Color LCD monitor: Independently adjustable, seat -Creep speed control mounted joysƟck controls. Page 63 of 254 Ziegler Inc. Page 3 of 4 -Drive response adjustment Top and rear windows -Implement response adjustment Floormat -Drive Power Priority adjustment Headliner -Language selecƟon (x32) Interior rear view mirror -Date, Time, Units, and brightness Horn seƫngs Hand (dial) throƩle, electronic -MulƟ-operator AnƟ-theŌ Security 12 volt power port System & Monitoring Rear window breaker hammer -Maintenance schedule and reminders FRAMES LiŌ linkage, verƟcal path Support, liŌ arm Chassis, one piece welded Steel rear and front bumpers, welded Machine Ɵe down points (9) Fuel fill, machine right hand side Removable panels for machine DEF fill, engine compartment, machine frame cleanout (3) leŌ hand side OTHER STANDARD EQUIPMENT Steel engine door with replaceable Radiator expansion boƩle louvers Cat ToughGuard TM hose Engine door - lockable Hydraulic demand cooling fan Extended life anƟfreeze (-37C, -34F) Front cab-to-frame sealing Work tool aƩachment coupler Cab-to-frame sealing, sides Hydraulic oil level sight gauge Hydraulic fill access door Radiator coolant level sight gauge Lockable fuel fill access door MACHINE SPECIFICATIONS DESCRIPTION 265 Ultra 05A COMPACT TRACK LOADER HYDRAULICS, PERFORMANCE, XPS High Flow - 34 gpm WORKLIGHTS, LED, 4 total LED work lights. Two forward facing LED work lights (cab mounted) and two rear facing LED work lights (engine door mounted) COMFORT PKG, ENCLOSED CAB, HVAC - Deluxe Headliner, rear window shelf mat, A-post covers, cell phone holder, cup holder, and front/rear sliding side windows. AutomaƟc Temperature Control (ATC) Air CondiƟoning and Heat/Defrost AIR SUSPENSION SEAT w/ HEAT - Includes: Pod mounted controls for Air Suspension Seat Adjustment, and Heated Seat. Also includes Fully Adjustable Seat Mounted Controls and Arm Bar / Arm Rest. TECHNOLOGY PACKAGE (T5) - The T5 Technology Package includes the Advanced Touchscreen Monitor, Advanced JoysƟcks, Push start, and an X-mount cell phone holder. This package also includes 3 cameras, two side-view cameras and one rear-view camera, to provide enhanced visibility behind the tracks/wheels and to the rear of the machine. FAN, COOLING, DEMAND - Provides variable speed hydraulic cooling fan. Sensors monitor machine cooling requirements to modulate the fan speed providing "on demand" cooling. HYDRAULIC QUICK COUPLER SELF-LEVEL POWERTRAIN, 2-SPEED HOSE GUIDE, ATTACHMENT - Guide for retaining aƩachment hoses GUARDING / SEALING PKG, (HD1) Includes HD0 components plus: Cab-to-frame side sealing, lockable fuel fill access door, Ɵlt cylinder guarding, and drive line boƩom guarding FUEL, ELECTRIC PRIMING - Includes high capacity fuel filter with visible water separator, large removable element, and an electric priming pump Page 64 of 254 Ziegler Inc. Page 4 of 4 DESCRIPTION REAR LIGHTS - Provides standard tail lights (red) DOOR, CAB, GLASS SEAT BELT, 2'' INTEGRATED RADIO - Integrated faceless AM/FM radio with Bluetooth technology. Interfaces with a standard monitor or advanced touchscreen monitor PRODUCT LINK, CELLULAR PLE643 - Product Link Elite series PLE643 TRACK,RUBBER, 17.7 IN BUCKET-GP, 86'', BOCE HEATER, ENGINE COOLANT, 120V SELL PRICE $89,991 WARRANTY Standard Warranty: 2 Year / 2,000 Hour Standard Warranty Page 65 of 254 REGULAR COUNCIL AGENDA MEMO To: Mayor, Councilmembers and City Administrator From: Kellee Omlid, Parks & Recreation Director Department: Parks & Recreation Subject: Purchase of John Deere 6M 125 Tractor and Attachments Meeting: Regular Council - Jan 20 2026 INTRODUCTION: Staff is requesting approval to purchase a John Deere 6M 125 Tractor (tractor) including 3- point arms to operate a front-mounted snowblower, snowblower, and a 22-foot rear cradle boom cutting head (cradle boom). DISCUSSION: The current John Deere 5425 Tractor is included in the Capital Improvement Plan (CIP) scheduled to be replaced in 2026. The 5425 Tractor is a 2005 and needs to be replaced. The proposed tractor and attachments are included in the CIP for purchase in 2026. This new tractor is a larger and more capable machine. The addition of the cradle boom will allow Staff to reach and clear brush in areas that are currently inaccessible, including over fences and along trails. During the winter months, the tractor will be used for downtown snow removal. The purchase will be funded through the General Capital Equipment Fund. The existing John Deere 5425 Tractor will be traded in for $25,000, which will be applied toward the purchase of the new tractor and attachments. BUDGET IMPACT: The Sourcewell contract price for the John Deere 6M 125 Tractor is $164,289.01, 3-point arms is $18,500, snowblower is $26,900, and cradle boom is $93,549. With the trade-in of the John Deere 5425 Tractor, the total cost of the new tractor and attachments is $278,238.01. The General Capital Equipment Fund will cover the cost of the purchase. ACTION REQUESTED: Approve the purchase of the John Deere 6M 125 Tractor, 3-point arms, snowblower, and cradle boom. ATTACHMENTS: Page 66 of 254 John Deere Boom Tractor Quote Page 67 of 254 Customer: Quotes are valid for 30 days from the creation date or upon contract expiration, whichever occurs first. A Purchase Order (PO) or Letter of Intent (LOI) including the below information is required to proceed with this sale. The PO or LOI will be returned if information is missing. Vendor: Deere & Company 2000 John Deere Run Cary, NC 27513 Signature on all LOIs and POs with a signature line Contract name or number; or JD Quote ID Sold to street address Ship to street address (no PO box) Bill to contact name and phone number Bill to address Bill to email address (required to send the invoice and/or to obtain the tax exemption certificate) Membership number if required by the contract Quotes of equipment offered through contracts between Deere & Company, its divisions and subsidiaries (collectively “Deere”) and government agencies are subject to audit and access by Deere's Strategic Accounts Business Division to ensure compliance with the terms and conditions of the contracts. For any questions, please contact: SHANE FISHER Minnesota Equipment, Inc. 13725 Main Street Rogers, MN 55374 Cell Phone: 763-204-1171 Email: shanefisher@mnequip.com Page 68 of 254 ALL PURCHASE ORDERS MUST BE MADE OUT TO (VENDOR): Deere & Company 2000 John Deere Run Cary, NC 27513-2789 US FED ID: 36-2382580 UEID: FNSWEDARMK53 ALL PURCHASE ORDERS MUST BE SENT TO DELIVERING DEALER: SHANE FISHER Minnesota Equipment, Inc. 13725 Main Street Rogers, MN 55374 Prepared For CITY OF FARMINGTON 430 3RD ST FARMINGTON, MN 550241355 (651) 280-6800 JPIRE@FARMINGTONMN.GOV Prepared By SHANE FISHER Minnesota Equipment, Inc. 13725 Main Street Rogers, MN 55374 763-204-1171 shanefisher@mnequip.com Quote Id 1271727 Creation Date 06-Nov-2025 Expiration Date 28-Feb-2026 Rogers Page 69 of 254 Salesperson : X ___________________Accepted By : X ___________________ ALL PURCHASE ORDERS MUST BE MADE OUT TO (VENDOR): Deere & Company 2000 John Deere Run Cary, NC 27513-2789 US FED ID: 36-2382580 UEID: FNSWEDARMK53 ALL PURCHASE ORDERS MUST BE SENT TO DELIVERING DEALER: SHANE FISHER Minnesota Equipment, Inc. 13725 Main Street Rogers, MN 55374 Prepared For CITY OF FARMINGTON 430 3RD ST FARMINGTON, MN 550241355 (651) 280-6800 JPIRE@FARMINGTONMN.GOV Prepared By SHANE FISHER Minnesota Equipment, Inc. 13725 Main Street Rogers, MN 55374 763-204-1171 shanefisher@mnequip.com Quote Id 1271727 Creation Date 06-Nov-2025 Expiration Date 28-Feb-2026 Quote Summary Equipment Summary Suggested List Selling Price QTY In Group Extended 6M 125 Cab Tractor $215,739.97 $164,289.01 1 $164,289.01 Contract: Sourcewell Ag Tractors 082923-DAC (PG 1P CG 70) Price Effective Date: 05-Nov-2025 ZUIDBERG FRONT 1000 RPM PTO AND 3 POINT ARMS $18,500.00 $18,500.00 1 $18,500.00 Contract: Open Market PRONOVOST 92" SNOWBLOWER - FRONT MOUNTED $26,900.00 $26,900.00 1 $26,900.00 Contract: Open Market DIAMOND 22 FT REAR CRADLE BOOM WITH DRUM MULCHER HEAD $93,549.00 $93,549.00 1 $93,549.00 Contract: Open Market Equipment Total $303,238.01 Trade In Summary Extended John Deere 5425 $25,000.00 Final Trade Allowance $25,000.00 Page 70 of 254 Salesperson : X ___________________Accepted By : X ___________________ Quote Summary Total Selling Price $303,238.01 Total Trade-In Allowance ($25,000.00) Trade Difference $278,238.01 Sub-total $278,238.01 Balance Due $278,238.01 Page 71 of 254 Selling Equipment Quote #1271727 Customer CITY OF FARMINGTON 6M 125 Cab Tractor Hours - - - Serial Number - - - Stock Number - - - Contract Sourcewell Ag Tractors 082923-DAC (PG 1P CG 70) Price Effective Date 05-Nov-2025 PUK Parent Serial # QTY In Group : 1 Suggested List $215,739.97 Selling Price $164,289.01 Discount Amount ($51,880.74) Equipment Summary Code Description Qty List Price Discount %Discount $Adjusted Selling Price 6041L 6M 125 Cab Tractor 1 $174,368.00 24.0%($41,848.32)$132,519.68 Base / Options Code Description Qty List Price Discount %Discount $Adjusted Selling Price 0202 United States 1 $0.00 24.0%$0.00 $0.00 0409 English 1 $0.00 24.0%$0.00 $0.00 7717 Shipping Preparation with conservation 1 $0.00 24.0%$0.00 $0.00 1554 AutoPowr™ Infinitely Variable Transmission (IVT™) - 40 km/h (25mph) 1 $15,384.00 24.0%($3,692.16)$11,691.84 2032 Premium Cab Package 1 $0.00 24.0%$0.00 $0.00 2703 Compact CommandARM™1 $0.00 24.0%$0.00 $0.00 2203 Less Cab Suspension 1 $0.00 24.0%$0.00 $0.00 2143 Premium Seat 1 $2,505.00 24.0%($601.20)$1,903.80 2511 Mirrors - Manual Telescopic 1 $0.00 24.0%$0.00 $0.00 2664 Premium Radio 1 $900.00 24.0%($216.00)$684.00 5010 Flange-Type Rear Axle 1 $0.00 24.0%$0.00 $0.00 Page 72 of 254 6045 4WD Front Axle - Unsuspended 1 $0.00 24.0%$0.00 $0.00 5090 Adjustable Steel Wheels 1 $0.00 24.0%$0.00 $0.00 6092 Adjustable Steel Wheels 1 $0.00 24.0%$0.00 $0.00 5915 Rear and Front Tire Brand - Nokian 1 $263.00 24.0%($63.12)$199.88 5214 Rear Wheel Size 480/80R34 - Special Profile 1 $580.00 24.0%($139.20)$440.80 6225 Front Wheel Size 400/80R24 - Special Profile 1 $3,004.00 24.0%($720.96)$2,283.04 4210 Center Link with Ball End - Category 2 1 $0.00 24.0%$0.00 $0.00 4120 Draft Links with Telescopic Ball End - Category 2 1 $0.00 24.0%$0.00 $0.00 4410 Sway Control Blocks 1 $0.00 24.0%$0.00 $0.00 3820 Rear PTO - 540 /1000 rpm 1 $0.00 24.0%$0.00 $0.00 3223 Hydraulic Pump - 114 l/min 1 $2,756.00 24.0%($661.44)$2,094.56 3340 3 Electronic SCVs (450 Series)1 $5,345.00 24.0%($1,282.80)$4,062.20 3401 E-SCV 3F (Electrical Valve, 3 Functions) 1 $6,532.00 24.0%($1,567.68)$4,964.32 1757 ISOBUS Ready / GreenStar™ Ready 1 $0.00 24.0%$0.00 $0.00 1950 Less Application 1 $0.00 24.0%$0.00 $0.00 183N JDLink™ Modem – not MachineSync capable 1 $0.00 24.0%$0.00 $0.00 0660 Less Loader Package 1 $0.00 24.0%$0.00 $0.00 0700 Less Loader Equipment 1 $0.00 24.0%$0.00 $0.00 0606 Less Loader Boom 1 $0.00 24.0%$0.00 $0.00 831A Fuel and Wiper Tank Bottom Guards 1 $820.00 24.0%($196.80)$623.20 8020 Rear Fender Extensions - Adjusted to Tire Size 1 $1,049.00 24.0%($251.76)$797.24 8725 Beacon Light 1 $340.00 24.0%($81.60)$258.40 Page 73 of 254 874C Alternator 14 V/250 A 1 $533.00 24.0%($127.92)$405.08 Total Base / Options $214,379.00 ($51,450.96)$162,928.04 Technology Options Code Description Qty List Price Discount %Discount $Adjusted Selling Price 1900 Less Display 1 $0.00 24.0%$0.00 $0.00 1880 Less Receiver 1 $0.00 24.0%$0.00 $0.00 Total Technology Options $0.00 $0.00 $0.00 Dealer Attachments Code Description Qty List Price Discount %Discount $Adjusted Selling Price BL16097 Bottom Guard Fuel Tank, Donut Tank 1 $781.66 24.0%($187.60)$594.06 BL16231 Base Support Kit for Front Fenders, RIGID 1 $459.09 24.0%($110.18)$348.91 BL16220 2 Front Fenders, 370 mm Width (Large) 1 $550.00 24.0%($132.00)$418.00 Total Dealer Attachments $1,790.75 ($429.78)$1,360.97 Selling Price Subtotal $164,289.01 Total Selling Price $215,739.97 ($51,880.74)$164,289.01 ZUIDBERG FRONT 1000 RPM PTO AND 3 POINT ARMS Hours - - - Serial Number Stock Number - - - Contract Open Market PUK Parent Serial #- - - QTY In Group : 1 Suggested List $18,500.00 Selling Price $18,500.00 Discount Amount $0.00 Equipment Summary Code Description Qty List Price Discount %Discount $Adjusted Selling Price 1 ZUIDBERG FRONT 1000 RPM PTO AND 3 POINT ARMS 1 $18,500.00 0.0%$0.00 $18,500.00 Total Base / Options $18,500.00 $0.00 $18,500.00 Technology Options Page 74 of 254 Code Description Qty List Price Discount %Discount $Adjusted Selling Price FRONT REMOTES X4 1 $0.00 0.0%$0.00 $0.00 1000 RPM PTO 1 $0.00 0.0%$0.00 $0.00 ACCUMULATOR 1 $0.00 0.0%$0.00 $0.00 HD TORSION TUBE 1 $0.00 0.0%$0.00 $0.00 Total Technology Options $0.00 $0.00 $0.00 Selling Price Subtotal $18,500.00 Total Selling Price $18,500.00 $0.00 $18,500.00 PRONOVOST 92" SNOWBLOWER - FRONT MOUNTED Hours - - - Serial Number Stock Number - - - Contract Open Market PUK Parent Serial #- - - QTY In Group : 1 Suggested List $26,900.00 Selling Price $26,900.00 Discount Amount $0.00 Equipment Summary Code Description Qty List Price Discount %Discount $Adjusted Selling Price 1 PRONOVOST 92" SNOWBLOWER - FRONT MOUNTED Agriculture Attachments 1 $26,900.00 0.0%$0.00 $26,900.00 Total Base / Options $26,900.00 $0.00 $26,900.00 Technology Options Code Description Qty List Price Discount %Discount $Adjusted Selling Price TRC ROTATING DRUM 1 $0.00 0.0%$0.00 $0.00 HYDRAULIC TELESCOPIC INDUSTRIAL CHUTE 1 $0.00 0.0%$0.00 $0.00 SPEED REDUCER 1000/540 1 $0.00 0.0%$0.00 $0.00 SET OF 2 LATERAL BLADES 1 $0.00 0.0%$0.00 $0.00 Total Technology Options $0.00 $0.00 $0.00 Page 75 of 254 Dealer Attachments Code Description Qty List Price Discount %Discount $Adjusted Selling Price HYD TELESCOPING CHUTE 1 $0.00 0.0%$0.00 $0.00 SPEED REDUCER 1000/540 RPM 1 $0.00 0.0%$0.00 $0.00 HARDOX 450 IMPELLER HOUSING 1 $0.00 0.0%$0.00 $0.00 HARDOX 450 SKID SHOES 1 $0.00 0.0%$0.00 $0.00 SET OF 2 DRIFT BLADES 1 $0.00 0.0%$0.00 $0.00 ROTATING DRUM 1 $0.00 0.0%$0.00 $0.00 Total Dealer Attachments $0.00 $0.00 $0.00 Selling Price Subtotal $26,900.00 Total Selling Price $26,900.00 $0.00 $26,900.00 DIAMOND 22 FT REAR CRADLE BOOM WITH DRUM MULCHER HEAD Hours - - - Serial Number Stock Number - - - Contract Open Market PUK Parent Serial #- - - QTY In Group : 1 Suggested List $93,549.00 Selling Price $93,549.00 Discount Amount $0.00 Equipment Summary Code Description Qty List Price Discount %Discount $Adjusted Selling Price 1 DIAMOND 22 FT REAR CRADLE BOOM WITH DRUM MULCHER HEAD 1 $93,549.00 0.0%$0.00 $93,549.00 Total Base / Options $93,549.00 $0.00 $93,549.00 Technology Options Code Description Qty List Price Discount %Discount $Adjusted Selling Price Page 76 of 254 22 Foot Rear Cradle Boom - includes boom, mounting hardware, transport lock, hydraulic actuator, auxillary oil cooler, pump & grill guard, polycarbonate safety glass & wheel weights 1 $0.00 0.0%$0.00 $0.00 Four- Function IBC, Proportional Joystick 1 $0.00 0.0%$0.00 $0.00 50" Boom Drum Mulcher (requires 1 /2" case drain) 1 $0.00 0.0%$0.00 $0.00 Factory Authorized Mounting - Rear Cradle Boom Mowers 1 $0.00 0.0%$0.00 $0.00 Q-Link Front 3-point Pump Adapter - for use with Cat II front 3-pt hitch and 1,000 rpm PTO shaft 1 $0.00 0.0%$0.00 $0.00 Total Technology Options $0.00 $0.00 $0.00 Dealer Attachments Code Description Qty List Price Discount %Discount $Adjusted Selling Price Four- Function IBC, Proportional Joystick 1 $0.00 0.0%$0.00 $0.00 50" Boom Drum Mulcher 1 $0.00 0.0%$0.00 $0.00 Hydraulic Quick Coupler Boom Head Kit - 1 $0.00 0.0%$0.00 $0.00 Q-Link Front 3-point Pump Adapter 1 $0.00 0.0%$0.00 $0.00 Total Dealer Attachments $0.00 $0.00 $0.00 Selling Price Subtotal $93,549.00 Total Selling Price $93,549.00 $0.00 $93,549.00 Page 77 of 254 Trade-Ins John Deere 5425 Trade-In Notes - - - Serial Number LV5425R246301 Stock Number Hour Meter - - - Description Net Trade Value John Deere 5425 $25,000.00 Pay Off $0.00 Total $25,000.00 Page 78 of 254 Whether you’re running a farm, managing a business, or maintaining your property, John Deere Financial is here to support you. 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Page 79 of 254 REGULAR COUNCIL AGENDA MEMO To: Mayor, Councilmembers and City Administrator From: Kellee Omlid, Parks & Recreation Director Department: Parks & Recreation Subject: Purchase of John Deere 1575 Tractor and Rotary Broom Attachment Meeting: Regular Council - Jan 20 2026 INTRODUCTION: Staff is requesting approval to purchase a new John Deere 1575 Tractor (tractor) and rotary broom attachment. DISCUSSION: The current John Deere Tractor is included in the Capital Improvement Plan (CIP) schedule to be replaced in 2026. The Tractor is a 2011 and needs to be replaced. The new tractor will be used for winter snow sweeping on the downtown sidewalks, trails, and outdoor ice rinks. It will also be used for sweeping trails in the spring and fall. The purchase of the tractor and rotary broom will be funded through the General Capital Equipment Fund. BUDGET IMPACT: Buying the tractor directly from the John Deere supplier is cheaper than the MN State contract price. Thus, the price for the tractor is $40,500 and rotary broom is $12,500 for a total price of $53,000. The General Capital Equipment Fund will cover the cost of the purchase. ACTION REQUESTED: Approve the purchase of the John Deere 1575 Tractor and rotary broom. ATTACHMENTS: John Deere 1575 Tractor Quote 2026 Page 80 of 254 (3:)JOHN DEERE Ms M' I/A M' Page 81 of 254 (3:)JOHN DEERE ’IA M' Page 82 of 254 (Q JOHN DEERE v V"IVInUIIII‘I—I\I UV Page 83 of 254 (Q JOHN DEERE v V"IVInUIIII‘I—I\I UV Page 84 of 254 REGULAR COUNCIL AGENDA MEMO To: Mayor, Councilmembers and City Administrator From: Nate Siem, Police Chief Department: Police Subject: Contract with City of Lakeville for Use of the FiRST Center Meeting: Regular Council - Jan 20 2026 INTRODUCTION: The City of Farmington Police Department is requesting approval of a Capital Membership Agreement with the City of Lakeville for use of the FiRST Center, a regional public safety training facility located in Lakeville, Minnesota. The agreement allows Farmington Officers priority access to a variety of modern training spaces to support required and advanced law enforcement training. DISCUSSION: The FiRST Center is a purpose-built public safety training facility owned and operated by the City of Lakeville. The facility includes indoor firearms ranges, classrooms, defensive tactics space, scenario-based training environments, and virtual reality training resources designed specifically for law enforcement use. Under the proposed Capital Membership Agreement, the Farmington Police Department will receive priority scheduling access to the facility for a ten-year term. Membership allows the Department to conduct firearms qualifications, defensive tactics training, reality-based scenarios, and classroom instruction in a controlled, professional training environment without the need to travel long distances or rely solely on in-house facilities. The agreement also allows Farmington to utilize the facility outside of normal business hours through designated Authorized Agency Representatives, providing flexibility to schedule training that minimizes staffing impacts and overtime costs. Entering into this agreement supports Officer safety, training readiness, and compliance with State training standards. BUDGET IMPACT: The agreement includes a one-time initiation fee of $10,000 and an annual membership fee based on the number of authorized sworn Officers. The total for the first year of the contract would be $39,700. That expense would be paid for from Public Safety Aid funds. Future annual contractual required payments would be accounted for in future budgets. Page 85 of 254 ACTION REQUESTED: Approve the Capital Membership Agreement with the City of Lakeville for use of the FiRST Center and authorize the Mayor and City Administrator to execute the agreement on behalf of the City of Farmington. To amend the budget for the use of public safety funds. ATTACHMENTS: FiRST Center Contract 120525 Page 86 of 254 1 236067v18 FiRST CENTER CAPITAL MEMBERSHIP AGREEMENT THIS MEMBERSHIP AGREEMENT (“Agreement”) is made and entered into as of the 1st day of __________, 202_ by and between CITY OF LAKEVILLE, a Minnesota municipal corporation (“Lakeville”) and _________________________, a_____________________, on behalf of its [police department/law enforcement agency] (“Department”) (each sometimes hereinafter called “party,” and both sometimes collectively called “parties”). Recitals A. Lakeville owns and operates FiRST Center, a training facility designed for use by public safety first responders (“FiRST Center”). FiRST Center is located at 7777 – 214 th Street, Lakeville, MN 55044. B. The construction of FiRST Center was funded, in part, by a grant from the State of Minnesota Department of Public Safety and is subject to the terms and conditions of a General Funds Grant Agreement Construction Grant for the Lakeville Regional Public Safety Training Center (the “Grant”). The Grant was authorized by Minnesota Laws 2023, chapter 72, Art. 2, Sec. 6 for the purpose of providing training facilities for first responders serving the south portion of the Twin Cities metropolitan area and adjacent cities and counties. B. FiRST Center includes a variety of separate training spaces, each of which Lakeville makes available for rental. FiRST Center is intended primarily for use by law enforcement agencies and sworn peace officers, but portions of the facility are available for use by non-law enforcement governmental agencies. C. Lakeville offers two levels of memberships to governmental entities: Capital Membership and Preferred Membership. The purchase of a membership entitles the member government entity with preferred scheduling, pricing and other benefits. D. Department desires to purchase a membership in FiRST Center at the Capital Membership level. E. This Agreement is entered into for the purposes of carrying out the purpose for which the Grant was allocated, as set forth at Recital B above and pursuant to Minn. Stat. § 471.59. Capital Membership Terms and Conditions 1. Term of Agreement; Termination. This Agreement is effective as of the date written above and has a term of ten (10) years. Department may terminate this Agreement early by providing written notice to Lakeville of its intent to terminate, not less than 12 months in advance of the effective date of termination; provided: (1) no termination may be effective within the first five (5) years of this Agreement; and (2) the annual membership fee for 12 months preceding the early termination date will be 100% of the amount required by section 4(b) of this Agreement. Lakeville may terminate this Agreement if: (a) there is a material default by Page 87 of 254 2 236067v18 Member that remains uncured after 30 days’ written notice from Lakeville to Member or (b) the specific purpose for which the Grant was allocated is terminated or changed. 2. Definitions. For purposes of this Agreement, the terms below have the meanings ascribed to them: “Capital Member” means any government entity that has purchased a membership for its law enforcement agency at the Capital Membership level. All references to “Capital Member” in this Agreement include the Department. “Department” means the police department or other law enforcement agency of the government entity identified above. “Space” means any of the individual spaces described in section 5 of this Agreement, any two or more of which are collectively referred to as “Spaces.’ “General Schedule” means the schedule of normal operating hours for FiRST Center, during which non-member law enforcement agencies, non-member governmental entities, and members of the public may reserve FiRST Center Spaces. “Preferred Member” means the law enforcement agency of any government entity that has purchased a membership at the Preferred Membership level. “Authorized Agency Representatives” or “AARs” are those employees designated by Department to oversee Users’ use of the Center, as provided in section 3(b) of this Agreement. “Users” means every sworn peace officer who is an employee of Department and those non- sworn employees of the Department as authorized by the Department’s chief law enforcement officer, each of whom is a “User.” 3. Roster of Users; Authorized Agency Representatives; Responsibilities. a. This Agreement allows Users to access the Center outside of normal business hours. The parties agree that, for the security of the Center and all persons using the Center, it is essential that Department provide Lakeville with a roster of all Users in its employ and maintain that roster as current by promptly notifying Lakeville of any changes in the roster. When possible, Department must notify Lakeville at least three business days in advance of the date that a User will separate from employment with Department; and in all other cases Department must notify Lakeville as soon as practicable of the User’s separation from employment. b. Department must designate one or more AARs who will coordinate the use of the Center by Department and its Users. At least one AAR must be present in eash space(s) when Department or any of its Users accesses the Facility in the absence of FiRST Center Staff, whether during or after normal operating hours. Lakeville Page 88 of 254 3 236067v18 will provide each AAR with mandatory orientation and instruction on the Center and its operations. Lakeville will provide each AAR with a key fob for access to the Center, to be used only by the AAR. AARs are prohibited from sharing the key fob with any other person. Only AARs may reserve Spaces for use by the Department or Users. c. AARs have the following responsibilities: (1) Providing each User with a copy of the rules and regulations issued by Lakeville for the use of FiRST Center, prior to the User’s use of the FiRST Center. (2) Obtaining each User’s signature on a liability waiver form issued by Lakeville, prior to the User’s first use of the FiRST Center. AARs must provide the original executed waiver form to the FiRST Center manager, and must maintain a copy for Member’s use. (3) Each AAR shall be responsible for ensuring that all Spaces used by the Department or its Users are properly cleaned and reset after each use. This includes removal of trash/brass/debris, sanitization of surfaces, floors, and equipment, and restoration of the Space to its original condition. Lakeville will provide each AAR with training on the use of cleaning equipment and procedures. AARs must follow all cleaning protocols as instructed by the Lakeville FiRST Center Manager. 4. Membership Fees. Department agrees to pay the following membership fees: a. Initiation fee. Within thirty (30) days after the date of this Agreement, Department agrees to pay Lakeville a one-time, nonrefundable initiation fee of Ten Thousand and No/100ths Dollars ($10,000.00). b. Annual membership fees. Department agrees to pay an annual membership fee to Lakeville equal to One Thousand One Hundred and No/100ths Dollars ($1,100.00) for each sworn peace officer that the Department is authorized to employ at the time payment is made, regardless of whether all authorized positions are filled. There are no mid-year adjustments to annual membership fees, regardless of whether the Department’s authorized roster increases or decreases. (1) Every payment of annual membership fees must be accompanied by verification of the Department’s authorized number of sworn officers and a current roster of all Users for the Department. (2) The initial payment of membership fees is due within thirty (30) days of the date of this Agreement, and the fees shall be prorated for any partial calendar year. Payments for subsequent calendar years are due on or before January 5 of the Page 89 of 254 4 236067v18 calendar year to which the payment will apply. The payment for the last calendar year of this Agreement shall be prorated to the termination date. (3) The per-User rate of $1,100.00 will automatically increase by a percentage as provided in this clause, as of the anniversary date of this Agreement, and the annual payments must reflect the price adjustment for the applicable portion of each calendar year. For the second through fifth years of this Agreement, the annual increase will be three percent (3%); for the sixth through tenth years of this Agreement; the annual increase will be determined by Lakeville and will be not less than three percent (3%) and not more than five percent (5%). Lakeville will provide Member with notice of rate changes by August 1 of the year preceding the effective date of the rate change. c. In consideration of the initial fee and the annual membership fee, Department is entitled to priority scheduling of Spaces in accordance with section 6 of this Agreement, at no additional charge. 5. Available Spaces and Use Segments. The following Spaces within FiRST Center are available for use by Department as provided in this Agreement: a. 12-Lane, 50-yard gun range (“50-yard Range”). The 50-Yard Range is intended for use primarily by law enforcement agencies and their sworn peace officer employees. It is available for priority scheduling by the Lakeville Police Department, Capital Members and Preferred Members in accordance with section 6 below. During the priority scheduling period Capital Members shall be allotted 1.5 hours per authorized sworn officer per calendar year. The 50-Yard Range may be reserved for a minimum of four (4) hours during the designated weekday time blocks of 8:00 a.m. to 12:00 p.m. or 12:00 p.m. to 4:00 p.m. Reservations beginning after 4:00 p.m. do not require a minimum number of hours. b. 6-Lane, 25-yard gun range (“25-yard Range”). The 25-Yard Range is intended for use by law enforcement agencies and members of the general public. It is available for priority scheduling by the Lakeville Police Department, Capital Members and Preferred Members in accordance with section 6 below During the priority scheduling period Capital Members shall be allotted 1.5 hours per authorized sworn officer per calendar year. The 25-Yard Range may be reserved for a minimum of four (4) hours during the designated weekday time blocks of 8:00 a.m. to 12:00 p.m. or 12:00 p.m. to 4:00 p.m. Reservations beginning after 4:00 p.m. do not require a minimum number of hours. c. Two rooms are available for classroom training, each of which can accommodate up to 57 persons, or when combined, up to 114 persons (collectively, the “Classrooms,” and individually, a “Classroom”). The Classrooms are intended for use by law enforcement agencies, non-law-enforcement governmental entities, and members of the general public. They are available for priority scheduling by the Lakeville Police and Fire Departments, Capital Members, and Preferred Members in accordance with Page 90 of 254 5 236067v18 Section 6 below. During the priority scheduling period, Capital Members shall be allotted 2.0 hours per authorized sworn officer per calendar year. A Classroom may be reserved for a minimum of four (4) hours during the designated weekday time blocks of 8:00 a.m. to 12:00 p.m. or 12:00 p.m. to 4:00 p.m. Reservations beginning after 4:00 p.m. do not require a minimum number of hours. When both Classrooms are reserved concurrently, each Classroom will count separately toward the total allotted hours (i.e., one hour per Classroom). d. Defensive Tactics/Mats room (“Mats Room”). The Mats Room is 1,503 square feet in size with wall pads and floor mats. The Mats Room is intended for use by law enforcement agencies and their sworn peace officer employees and by fire departments and their firefighters. It is available for priority scheduling by the Lakeville Police and Fire Departments, Capital Members and Preferred Members in accordance with section 6 below. During the priority scheduling period Capital Members shall be allotted 1.5 hours per authorized sworn officer per calendar year. The Matts Room may be reserved for a minimum of four (4) hours during the designated weekday time blocks of 8:00 a.m. to 12:00 p.m. or 12:00 p.m. to 4:00 p.m. Reservations beginning after 4:00 p.m. do not require a minimum number of hours. e. Virtual reality training area (“VR Area”). The VR Training Area is a purpose-built environment designed to immerse officers in realistic, scenario-based training through the use of cutting-edge virtual reality technology. The VR Area is intended for use by law enforcement agencies and their sworn peace officer employees and by fire departments and their firefighters. It is available for priority scheduling by the Lakeville Police and Fire Departments, Capital Members and Preferred Members in accordance with section 6 below. During the priority scheduling period Capital Members shall be allotted 1.0 hours per authorized sworn officer per calendar year. The VR Area may be reserved for a minimum of four (4) hours during the designated weekday time blocks of 8:00 a.m. to 12:00 p.m. or 12:00 p.m. to 4:00 p.m. Reservations beginning after 4:00 p.m. do not require a minimum number of hours. f. Indoor reality-based training area and outdoor training area (“IR Area”). The IR Area is a two-story reality-based training space featuring flexible wall systems that simulate a variety of commercial and residential environments, with customizable lighting and sound options. The IR Area is intended for use by law enforcement agencies and their sworn peace officer employees and by fire departments and their firefighters. It is available for priority scheduling by the Lakeville Police and Fire Departments, Capital Members and Preferred Members in accordance with section 6 below. During the priority scheduling period Capital Members shall be allotted 1.5 hours per authorized sworn officer per calendar year. The IR-Area may be reserved for a minimum of four (4) hours during the designated weekday time blocks of 8:00 a.m. to 12:00 p.m. or 12:00 p.m. to 4:00 p.m. Reservations beginning after 4:00 p.m. do not require a minimum number of hours. 6. Priority Scheduling. Lakeville will make FiRST Center Spaces available for priority reservation by the Lakeville Police and Fire Departments, Capital Members and Preferred Page 91 of 254 6 236067v18 Members, as provided in this section. Lakeville will follow the process described below during the entire term of this Agreement but may modify the specified dates for the first calendar year of the Center’s operation, which is expected to be a partial calendar year. a. No later than November 1 of each year, each Capital Member must notify Lakeville of its requested priority reservation times and dates for each Space. b. Lakeville staff shall review the schedules requested by all Capital Members and shall work in good faith with the law enforcement agencies of all Capital Members to resolve any scheduling conflicts. Each Capital Member agrees to work promptly and in good faith with Lakeville staff and any Capital Members to resolve scheduling conflicts. c. Lakeville, in its sole discretion, shall make a scheduling determination for any unresolved scheduling conflicts among Capital Members by December 1 of each year and shall notify Capital Members of the schedule. d. After the schedule for Capital Members is determined, Lakeville will follow a similar process for Preferred Member reservations. After the schedule for Preferred Members is determined and prior to the next calendar year, Lakeville will release the General Schedule for the FiRST Center for the upcoming calendar year. 7. Use in Addition to Priority Scheduling. In addition to the Department’s priority reservations, the Department is allowed to use FiRST Center Spaces as follows: a. Subject to paragraph (c) of this section, any of Department’s AARs may reserve any of the Spaces from the General Schedule or after normal operating hours for use by the Department, with no limitation on the number of hours, and at no additional cost to Department. All reservations made under this provision are subject to the provisions of section 8 of this Agreement. b. Based on availability, any of Department’s AARs may make reservations from the General Schedule or after normal operating hours for use by an individual User of a lane at the 25-Yard Range or 50 Yard Range, with no limitation on the number of hours, and at no additional cost to Department. Reservations made from the General Schedule under this provision are subject to the provisions of section 8 of this Agreement, but after-hours reservations made under this provision are not subject to section 8. c. Reservations under this section may be made no more than fourteen (14) calendar days in advance of the reservation date and are subject to availability. The Center’s facility manager may waive the fourteen-day limitation when the manager determines it is in the FiRST Center’s interest. Page 92 of 254 7 236067v18 8. Unused Reservations. Department may not assign or sublet its reservations to anyone. Department may return reserved Spaces and, subject to availability, reschedule by providing 30 days’ advanced written notice to Lakeville prior to the scheduled reservation. Department agrees to pay a fee equal to one-half the normal rental rate for the rescheduled time. If Department fails to provide the required notice and fails to use a reserved Space, Department agrees to pay Lakeville for the unused reservation at the established rental rate for the unused Space(s). In its sole discretion, Lakeville may waive the provisions of this paragraph for reservations that are cancelled due to a public safety emergency. 9. Storage. Department will be provided with dedicated storage space at FiRST Center for Department’s ammunition and related supplies. 10. Rules and Regulations. Lakeville may issue rules and regulations related to the use of FiRST Center. Member is responsible for ensuring that its officials, employees, volunteers, members, guests and invitees comply with FiRST Center’s rules and regulations and applicable city ordinances and state and federal laws while using FiRST Center. 10. Insurance. Lakeville and Member each agree to maintain comprehensive liability insurance, or its equivalent, protecting it from claims for damages for bodily injury and property damage in the minimum amount of $1,500,000 per occurrence; $2,000,000 annual aggregate. Member agrees to maintain workers’ compensation coverage as required by law for all employees using the FiRST Center. 11. Indemnification. Each party agrees that it will be responsible for its own acts and the results thereof to the extent authorized by law and shall not be responsible for the acts of the other party and the results thereof. The liability of Minnesota State shall be governed by the provisions of the Minnesota Tort Claims Act, Minnesota Statutes Section 3.732 and 3.736, et seq., and other applicable law. a. Waiver and assumption of risk. Member understands and acknowledges the risk and hazards associated with using FiRST Center and hereby assumes any and all risks and hazards associated therewith. Member agrees that each User hereby irrevocably waives any and all claims against Lakeville and its officials, employees or agents for any bodily injury, including death, loss or property damage incurred by User as a result of using the FiRST Center and hereby irrevocably releases and discharges Lakeville and any of its officials, employees or agents from any and all claims of liability. This section does not apply to claims for bodily injury, including death, or property damage that directly result from a hazardous condition of the property attributable to the negligent acts or omissions of Lakeville, its officials, employees or agents. Page 93 of 254 8 236067v18 12. General Provisions. a. Notices. All notices or communications required or permitted pursuant to this Agreement shall be either hand delivered or mailed to the Lakeville and Member by, certified mail, return-receipt requested, at the following address: Lakeville: Lakeville FiRST Center Attn: FiRST Center Manager 7777 214th St W Lakeville, MN 55044 User: __________________ Attn: Either party may change its address by written notice delivered to the other party pursuant to this section. b. Non-Assignability. This Agreement may not be assigned by either party. c. Amendment. Any alteration, amendment, variation, modification or waiver of the provisions of the Agreement shall be valid only after it has been reduced to writing and signed by the parties. d. No Waiver. The waiver of any of the rights and/or remedies arising under the terms of this Agreement on any one occasion by any party hereto shall not constitute a waiver or any rights and/or remedies in respect to any subsequent breach or default of the terms of this Agreement. The rights and remedies provided or referred to under the terms of this Agreement are cumulative and not mutually exclusive. e. Governing Law and Venue. This Agreement shall be interpreted and construed according to the laws of the State of Minnesota, without regarding to choice of law provisions. Any civil action shall be venued in Dakota County district court. f. Counterparts. This Agreement may be executed in counterparts, each of which shall be deemed to be an original document and together shall constitute one instrument. g. Captions and Headings. Captions and headings used in the Agreement are inserted only as a matter of convenience and for reference and in no way define, limit or describe the scope of the intent of this Agreement. [signature pages follow] Page 94 of 254 9 236067v18 Signature Page - Lakeville By: ________________________________ (Name of person signing) Its: Page 95 of 254 10 236067v18 Signature Page – Member By: __________________________________ Its: __________________________________ By: __________________________________ Its: __________________________________ Page 96 of 254 REGULAR COUNCIL AGENDA MEMO To: Mayor, Councilmembers and City Administrator From: John Powell, Public Works Director Department: Engineering Subject: Final Acceptance of Public Streets and Utilities and Release of Securities for Vermillion Commons 2nd Addition Meeting: Regular Council - Jan 20 2026 INTRODUCTION: U.S. Home, LLC (Lennar) has requested final acceptance of streets and utilities and release of the related securities within Vermillion Commons 2nd Addition. At this time, Staff is only requesting other not area, plat 2nd Addition Vermillion the on action Commons development additions. DISCUSSION: Vermillion Commons 2nd Addition is located west of CSAH 31 (Denmark Avenue), north of 218th Street up to Azalea Lane, and along both sides of Denton Avenue. Excerpts of the final water, was sewer storm and sewer, sanitary grading, The attached. are plat completed in 2023. The final street work was completed in 2024. All improvements in Vermillion Commons 2nd Addition have been complete for at least two years. Per the Development the of acceptance City to prior required is following the Contract, improvements: Certification by the Developer's engineer that the improvements are in accordance with City Standards. Property monuments must be installed in accordance with Minnesota Statutes 505.021. Submittal of as built plans in both PDF and AutoCAD formats. Submittal of a one-year maintenance bond for the streets in the amount of 25% of final construction cost. Submittal of a two-year maintenance bond for the utilities in the amount of 25% of final construction cost. Instead of providing separate maintenance bonds, the Developer has maintained letter of credit balances since completion of the improvements exceeding the amounts which would have been bonded. All of the Development Contract requirements have been met, including the warranty Page 97 of 254 periods for streets and utilities. The certification and lot monumentation documents are attached and the as built plans have been provided. ACTION REQUESTED: Approve the Final Acceptance of Public Streets and Utilities and Release of Securities for Vermillion Commons 2nd Addition. 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' ‘,-------*1 ,1 ,x’[11111.1 1 1AM \//\I 1 _r_T\/TN:T\/:T1 Al_)11T_T1\1TTT w E,z”l\|VHL-L_L_I\_/I\I V/_\L_'L_L_|_/L_VL_L_\_/1 1v1L_1\11 i / ' - . i QEIALLA 4 1 NO SCALE /,,,,,, 2‘E, /I"" ’l”\\\\ VICINITY MAP /L11 /»\ E /I I \ NO SCALE ,/a:W \ , /1.1- 1 , ____————/ _ NO SCALE \d . ’ 1/T , \ CAT1ON 1ND1CATES , , 1 AT ANY STATUTE REQU1RED LO , , '/2.1 , 11 11 .1 3 31‘“i 3*1 1’3‘4%-,/6:9/-E'E‘EELEQ’E)‘:EASEMENT T \‘1 ONE YEAR OF THE FILING OF THE PLAT.SA1D 'MONUMENTSSHALL BE 1/2 INCH x P3 P3.:57 ’1’/:3 ,L‘Ei‘zw‘10%”0*1732665 1 14 INCH 1RON MONUMENTSMARKED BY LICENSE NUMBER 42299.i\I Z I U: I ~ ‘7“‘T ~‘__..I . ':5 i 5/:AE 'l /(/3 ,E .11 5 THE OR1ENTAT1ON OF TH1S BEARING SYSTEM IS BASED (BNEAETATOEOETSOUTH01°01’37”‘ I T‘‘\x : 100 50 0,100 “ ,A N /VERMKUON COMMONg WHEHTS ASSUMED‘K)HAVE A 1 , CK ‘'4, ,1 P") , __~—1—<1 1 /1:12;:EAEALLLNBMBE , Z |9 . ‘‘‘‘‘‘‘ “J 1 6 " Scale m Feet ~\.' COUNTY MONUMENT 1 1 BE 1 R 9 ‘1‘/399‘?1 1,1611 =100 Feet ,\11 2/©DENOTESFOUND DAKOTA 31.:NUMBER g 1 V T - 1 “3 Q\«1 \/\1'2/.DENOTES FOUND 1/2 INCH 1RON MONUMENT MARKED BY L1CEN U \ ‘‘23 ’1‘/\\.I,/42299 UNLESS OTHERw1SE NOTED.11%r f k I .\ \\~~-’_.,” g :13:< |‘\l Al I I \ “" :j a r,»,w - _. S g ‘j 1 C)3 \\/w ' ‘ RESTRICTED ACCESS TO DAKOTA COUNTY PER DOC.NO.3547660.?g?) o‘ 1 \ ., 1 ‘ _&_DENOTES __—~——-- \J: ' 1 22OTH STREET WEST \\,D?fN ‘ .8SECTION36,TWP..114,RGE.20 \\00°99“ , \$ ,_ O ’ DAKOTA COUNTY,MINNESOTA \\PIle ',|E,Reng1nemng,\‘TT~~‘________ CIVILENGINEERS LANDPLANNERS LANDSURV'EYORS LANDsCAPE ARCHITECTSW SHEET 2 OF 3 SHEETS Page 99 of 254 o FF/52Al,FLAT ' ' ' .-'.1 ‘ g 3 z ;.25$1:5 m0I'.‘ .I . ,f2 33 ’3 g .'E ml" T k ',m U? ,E; ,°‘?-~‘00 50 E} ‘.(D ‘/3} P 16.83 I .N)Pk 46 I NIO°43’19”E<‘co 0 '\ 'o a )1 $020 8;25 I ~~..‘ \I .V9 ‘0$88 58 23 E 189,37 0322M:T36“~~\(70/(94.,va :1 I m x/34 .30.71 g g :N :0 ‘ :I“I 585°20’27’E 7 I R=484.50 ;I 5onN2,)9.63 I A=03°37‘55"I i3;goo “Tm I 888°58’23”E ~251 42 ; ,””53 94??03's , ,, 'E388°56 23 E 3 CUTLOT D o 833 , g 202.42 DRAINAGE ANDaUTILITY , EASEMENT OVER ALL ____________________b EOFOUTLOTD'' OUTLOTK . 888°58’23”E 120.83 ' -- ,DRAINAGEAND UTILITY ..0 E s ,EASEMENTOVER ALL ~ ‘>: €338,9 .-S88°58 23"E OF OUTLOT I<,.69835 H :2; g,S88°58’23"E 9;;5 S86958‘23’E FRED01“0".5‘2;> b m ‘ 5T 55 I 31-02 888°58’23”E 0 DJ , 8 E6 V >PIPELINE EASEMENT I'54 $§‘TPER DOC.NO.2:2;“EB18199500oP- 0 2L 5?Cd 0 ,,,.<O o > .3 S66 58 23 E m A 4:EO-J U) N88°58’23”w _o:N LL,‘,>?g 888°58’23”E g g [5 , §CI=m.->—I ’0 §T]5 EEé 888°58’23"E :9 ._S 1 Egg ““5 ,-_Q S ,_g g M I\j <%g G . ”P 888°’”5’)»—I '2 m 395823E_:5 ,_ ID 0 I £2?E E 4 ERR D D R ‘2‘,EE:21::"‘28 X ‘6 o g:E?”’E?I")D g 3 if)$88°5 ’”'2 L1.-\_=.1 ?g a" REE 823E g<o '—9 I“:BEE E?,2%:M > m -,5 j .0 5 :2 F=’—I -5 N68°56’23"w T‘I—I--..,,,<<,.z r 95'—m930S885823EZ.__I 9 6 8 ,B5I:I:5 ..46.33 2 E |——5 me I 4 U)D 3 I, . DC >Z Z 5 .:P Q o ,,o o 8 D < _ ‘—..J ‘ 2.355 a O 23;;: 9;8 j m 4%838g58’23’I 46 33 m Z :2 I}E 2::I}.~ '.’_ g '888°58’23”E BB E SE“;§S88°58’23 E ‘ o ,,,DO 5 46.33 , LL!5 ,5 5N885823w66.33 2 388°58s23ng 3 23 w 14.00 (0 E g L5 S88°58’23”E N8 0 ,,,g , \\N88¢5¢8,2,3,,w 6633 [1:08 >O LIJ '—_!_ 8 58 23 W D a , S88 58 23 E 85.33 g),+<0.g y 5:5,.888°58’23"E [\o, co 2 g DJ 2(Z,I:—3 CE 3 I")Q EO3__(/]LI.JI—‘PB 1 o 3 2 MR ”55558 9:;co =‘-‘—P _ Z 8‘—14.09,,,,,o E'5 m 388°58’23”E :LU Lu 732‘o ,,5.§6(—388 58{3_E5.i§o5613 (n I : N66°58’23"w 66.33 C _,F)3 I;0 BEN N45 0‘37 E '’-5 I}. O.I—5 ‘F “2%. 3,9 I—E -,\N86°58’23"w , v.3 g o /46.33 0 Z 4”388°56'23’E D E\\\ \\ 568%;56’23’w ~\’46.33 N88°58’23”W ‘ _ g:888°58’23”E 2 ,’DRAINAGE AND UTILITY EASEMENT an E ._888°58 23’E :m '_ OVER ALL OF»OUTLOT E.g 8 3 :%'f")o ‘‘ E Q N88°58’23”W g 3 S 8 DJ 2!:(f)m 0 I}333%.r.m =;_mm 2,\=I.I.I g 0::B 33 N86°58’23”w 5::g {’3 g I;gg? 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A=II°2805 TRAIL EASEMENT ' TRAIL EASEMENT 1 ' g ‘NO MONUMENT SYMBOL SHOWN AT ANY STATUTE REQUIRED LOCATION,INDICATES R=94268700- -~..- .A PLAT MONUMENT THAT WILL BE SET AND WHICH SHALL BE IN PLACE WITHIN ’ ‘ 'ONE YEAR OF THE FILING OF THE PLAT.SAID MONUMENTS SHALL BE 1/2 INCH X ‘ o 3 ”N88I58 23 W 578.80 ,I4 INCH IRON MONUMENTS MARKED BY LICENSE NUMBER 42299.I THEORIENTATIONOF THIS BEARING SYSTEM IS BASED ON THE EAST LINE OF I OUTLOT A,VERMILLION COMMONS,WHICH IS ASSUMED TO HAVE A BEARING OF SOUTH 01°01’37"WEST.' a: I} ’ ,_.©DENOTES FOUND DAKOTA COUNTY MONUMENT g .,,.' ,'D.‘.If 1 , ‘ _ I C DENOTES FOUND 1/2 INCH IRON MONUMENT MARKED BY LICENSE NUMBER w?g :~-.. ' '.‘42299 UNLESS OTHERWISE NOTED.?g E2:33m03E<,—A—DENOTES RESTRICTED ACCESS TO DAKOTA COUNTY PER DOC NO 3547660. PIzNEERengineen'ng CIVIL ENGINEERS LAND PLANNERS LANDSURVEYORSLANDSCAPE ARCHITECTS SHEET 3 OF 3 SHEETS manmmmi I“ Page 100 of 254 October 31, 2025 Mr. John Powell City of Farmington 430 Third Street Farmington, Minnesota 55024 RE: Vermillion Commons 1st, 2nd and 3rd Addition Farmington, Minnesota P.E. Job #121254 Dear Mr. Powell: Professional engineering services including design of the public improvements for Vermillion Commons 1st, 2nd and 3rd Additions have been provided by Pioneer Engineering P.A. The public improvements consisting of sanitary sewer, watermain, storm sewer and street construction were observed by City Inspectors for the 1st and 2nd Addition. The public improvements consisting of sanitary sewer, watermain, storm sewer and street construction were observed by Pioneer Engineering P.A. Inspectors for the 3rd Addition. The public improvements were constructed in conformance with the approved project plans, specifications and Development Contract. Please call me at (651) 251-0607 if you have any questions. Sincerely, PIONEER ENGINEERING, P.A. www.pioneereng.com John M Molinaro, PE LS Enclosures JM:sd Page 101 of 254 December 8, 2025 John Powell, PE Public Works Director / City Engineer 430 Third St. Farmington, MN 55024 Main: 651-280-6800 | Direct: 651-280-6841 RE: Plat monuments VERMILLION COMMONS, VERIMILLION COMMONS 2ND ADDITION and VERMILLION COMMONS 3RD ADDITION. Dear John Powell All property corners depicted on the plats VERMILLION COMMONS, VERIMILLION COMMONS 2ND ADDITION and VERMILLION COMMONS 3RD ADDITION, located in Dakota County Minnesota have been set with iron monuments in compliance with Minnesota Statutes, Section 505.03, Subdivision 2. Sincerely Peter J. Hawkinson Licensed Land Surveyor Minnesota License Number 42299 Page 102 of 254 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 Devonshire Avenue & 206th Street Pond Maintenance Meeting: Regular Council - Jan 20 2026 INTRODUCTION: At the October 6, 2025 City Council meeting, the City Council approved a Professional Services Agreement (PSA) with Emmons & Olivier Resources to prepare construction plans and bid documents for the Devonshire Avenue & 206th Street Pond Maintenance. The plans and specifications are complete; the next step is to authorize the Advertisement for Bids. The project area is shown on the attached sheet. DISCUSSION: The City's storm water ponds and conveyance system needs to function properly in order to properly treat incoming runoff and to protect adjacent properties. If excess sediment accumulates in a treatment pond, it loses its effectiveness. If the inlets to, and outlets from, storm water ponds are damaged or decayed, they will not control the flow properly. This pond was originally constructed in 1993 to serve Riverside Estates; this will be the first major maintenance completed on this pond since the original construction. Proceeding with the work in the winter minimizes the likelihood of pond maintenance occurring during a heavy rainfall event. Staff anticipates that bidding and construction will be per the following schedule: January 20, 2026 City Council Approves Plans & Specifications and Authorizes Advertisement for Bids February 10, 2026 Bid Opening February 17, 2026 City Council Awards Construction Contract February 25, 2026 Pre-Construction Meeting March 2, 2026 Begin Construction March 20, 2026 Substantial Completion March 27, 2026 Final Completion March 2028 Two-Year Warranty Inspection Page 103 of 254 As the entire construction plan and specifications exceed 115 pages, only the plan cover sheet has been attached. BUDGET IMPACT: The 2026-2030 Capital Improvement Plan includes a yearly allocation of $400,000 out of the Stormwater Fund for Annual Storm Water Management Maintenance. Large storm water maintenance the study initial the from to multiple over occur may projects years construction closeout. Based on the most recent Engineer's Opinion of Probable Project Cost, and assuming an additional 15% for engineering, surveying, testing, etc., an estimate of the proposed project cost is as follows: Construction $ 156,640 Construction Contingency (10%) $ 15,660 Construction Total $ 172,300 Construction administration, surveying, testing, permits, etc. (15%) $ 25,845 Total $ 198,145 ACTION REQUESTED: Approve the Plans and Specifications and Authorize the Advertisement for Bids for the Devonshire Avenue & 206th Street Pond Maintenance ATTACHMENTS: Devonshire Avenue & 206th Street plan cover sheet Page 104 of 254 THE 2025 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION" SHALL GOVERN. CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO MAINTAIN OPERATION OF EXISTING UTILITIES THROUGHOUT THE DURATION OF THE PROJECT. IN THE EVENT THAT AN INTERRUPTION OF SERVICE IS UNAVOIDABLE IN ORDER TO COMPLETE THE WORK, CONTRACTOR SHALL PROVIDE ADEQUATE NOTIFICATION TO ALL AFFECTED ENTITIES A MINIMUM OF 3 WORKING DAYS IN ADVANCE OF ANY INTERRUPTION. THE LOCATION OF UNDERGROUND FACILITIES AND/OR STRUCTURES AS SHOWN ON THE PLANS ARE BASED ON AVAILABLE RECORDS AT THE TIME THE PLANS WERE PREPARED AND ARE NOT GUARANTEED TO BE COMPLETE OR CORRECT. EXISTING UTILITIES IT IS THE LAW THAT ANYONE EXCAVATING AT ANY SITE MUST NOTIFY GOPHER STATE ONE CALL (GSOC) SO THAT UNDERGROUND ELECTRIC, NATURAL GAS, TELEPHONE OR OTHER UTILITY LINES CAN BE MARKED ON OR NEAR YOUR PROPERTY BEFORE ANY DIGGING BEGINS. A 48-HOUR NOTICE, NOT INCLUDING WEEKENDS, IS REQUIRED. CALLS CAN BE MADE TO GSOC AT 1-800-252-1166 OR (651) 454-0002, MONDAY THROUGH FRIDAY (EXCEPT HOLIDAYS) FROM 7 A.M. TO 5 P.M. GOPHER STATE ONE-CALL GENERAL NOTES CONSTRUCTION NOTE GOVERNING SPECIFICATIONS ALL TRAFFIC CONTROL DEVICES AND SIGNING SHALL CONFORM TO MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, INCLUDING FIELD MANUAL FOR TEMPORARY CONTROL ZONE LAYOUTS. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL UTILITIES 72 HOURS PRIOR TO CONSTRUCTION TO DETERMINE THE EXACT LOCATION OF ALL FACILITIES AND TO PROVIDE ADEQUATE PROTECTION OF SAID UTILITIES DURING THE COURSE OF WORK. THE SUBSURFACE UTILITY INFORMATION SHOWN IS UTILITY QUALITY LEVEL D, AS DETERMINED USING THE GUIDELINES OF "CI/ASCE 38-02 STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." CITY OF FARMINGTON DEVONSHIRE AVENUE & 206TH STREET POND MAINTENANCE FARMINGTON, DAKOTA COUNTY, MINNESOTA DAKOTA COUNTY MINNESOTA, USA PROJECT LOCATION, REFERENCE MAP N Pl o t D a t e : 1 2 / 0 9 / 2 0 2 5 Dr a w i n g n a m e : X : \ C l i e n t s _ M u n i c i p a l \ 0 1 9 5 3 _ C i t y _ o f _ F a r m i n g t o n \ 0 0 0 5 _ D e v o n s h i r e _ P o n d _ D e s i g n \ 0 9 _ G I M S \ d w g \ S h e e t s \ T i t l e & S E Q _ 0 1 9 5 3 - 0 0 0 5 . d w g Xr e f s : 4 E d g e l i n e s _ 0 1 9 5 3 - 0 0 0 5 ; I m a g e s : . \ i m a g e x r e f s \ 8 1 1 J : \ 7 _ I m a g e s \ 8 1 1 . . \ . . \ I m a g e s \ F a r m i n g t o n L o g o . \ i m a g e x r e f s \ G S O C L o g o _ 2 0 1 9 J : \ 7 _ I m a g e s \ G S O C L o g o _ 2 0 1 9 . \ i m a g e x r e f s \ i o w a - o n e - c a l l PROJECT LOCATION 208TH ST W 206TH ST W A K I N R O A D SAN SAN W/D W/D X X X X X X X CF CF CF LEGEND PROPERTY BOUNDARY PARCEL LINE EASEMENT LINE MINOR CONTOUR MAJOR CONTOUR FENCE TREE LINE STORM SEWER SANITARY SEWER WATERMAIN WETLAND BOUNDARY FLOATING SILT CURTAIN CONSTRUCTION FENCE SEDIMENT CONTROL LOG EROSION CONTROL BLANKET - CAT 20 EROSION CONTROL BLANKET - CAT 35 EXISTING PROPOSED SHEET INDEX NUMBER TITLE 01 TITLE SHEET 02 SEQ & NOTES 03 EXISTING CONDITIONS 04 REMOVALS PLAN 05 EROSION & SEDIMENT CONTROL PLAN 06 DREDGING & IMPROVEMENTS PLAN 07 RESTORATION PLAN 08 DETAILS 1 09 DETAILS 2 10 DETAILS 3 11 DETAILS 4 12 DETAILS 5 *THIS PLAN SET CONTAINS 12 SHEETS. DE V O N S H I R E A V E 952 950 950 952 DESCRIPTION 2 3 4 5 6 1 NO. DATE EMMONS & OLIVIER RESOURCES, INC. 1919 UNIV. AVE. W. #300 ST. PAUL, MN TEL: 651.770.8448 WWW.EORINC.COM w a t e r e c o l o g y c o m m u n i t y 12/09/2025 95% DESIGN PLANS I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. CITY OF FARMINGTON FARMINGTON, MN 55024 SHEET 01 OF 12 DESIGNED BY: ERM CHECKED BY:DRL EOR JOB #01953-0005 TITLE SHEET ERIK R. MEGOW DATE: 12/09/2025 LICENSE # 57794 DRAWN BY: TAM FARMINGTON DAKOTA COUNTY, MINNESOTA DEVONSHIRE AVENUE & 206TH STREET POND MAINTENANCE CONSTRUCTION LIMITS SF SF SFSILT FENCE CONSTRUCTION ENTRANCE Pa g e 1 0 5 o f 2 5 4 REGULAR COUNCIL AGENDA MEMO To: Mayor, Councilmembers and City Administrator From: John Powell, Public Works Director Department: Engineering Subject: Purchase of a Dump Truck Meeting: Regular Council - Jan 20 2026 INTRODUCTION: Dump trucks are critical for snow and ice control and are used year-round in all aspects of public works. This includes hauling of materials such as granular backfill, aggregate base, street sweepings, snow, tree debris, etc. Unit 0707 is a 2001 Sterling Dump Truck. It is 25 years old; based on it's age and condition, it has exceeded it's expected useful life and is in need of replacement. Public Works Staff have evaluated options and obtained quotes for the recommended equipment. DISCUSSION: Quotes for dump trucks typically involve multiple vendors - one vendor for the cab and chassis, and another for the body. For the cab and chassis, the recommended quote is for a 2027 Freightliner 108SD Plus from I-State Truck Center of Inver Grove Heights, Minnesota, via MN State Contract 242591 Release T-647(5). The body quote is from Towmaster of Litchfield, Minnesota, via MN State Contract 267372. The equipment is expected to be received in 2026. BUDGET IMPACT: The quote pricing is as follows: I-State Truck Center $107,647.00 Towmaster $229,087.00 Total $336,734.00 In the approved 2026-2030 Capital Improvement Plan, $325,000 was budgeted for this equipment in 2026 with the funding source identified as the General Capital Equipment Fund. Page 106 of 254 Once the new truck is received, the existing unit will be prepared and put up for auction. ACTION REQUESTED: Approve the purchase of a Freightliner 108SD Plus cab and chassis from I-State Truck Center of Inver Grove Heights, Minnesota, and a Towmaster body from Towmaster of Litchfield, Minnesota, for the quoted amounts. ATTACHMENTS: I-State 011326 Towmaster 050625 Page 107 of 254 PURCHASE AGREEMENT INVER GROVE HEIGHTS,MN USIOUXFALLS,SD D BILLINGS,MT D MARSHFIELD,WI |:|GREAT FALLS,MT E]WINDSOR,WI El MISSOULA,MT D BISMARCK,ND [:1 SIOUX CITY,IA I]FARMINGTON,MN ..__\La ROGERS.MN _,._.__-.1 -W U 5mm LhéjiL‘6;Lu [5.4er ®“v?m WESTERN STAR HYUrI DF" PLEASE ENTER MYORDER FOR NEW USED U ORDER OUT IN STOCK D TRANSLEAD Purchaser Name I City of Farmington John Powell Street Address City .State Zip I 430 Third St.Farmington MN 55024 I— Phone Email P0# 1 651 280-6841 jpowel|@farmingtonmn.gov Llenholder (Bank Name)Contact Name Phone Email Address City State Zip DELIVERYINFORMATION DELIVERTO:APPROXIMATE DELIVERY DATE: Stock #Year Manufacturer Model Type Mileage Vehicle Price 2027 Freightliner 108SD -Order out $107,452.00 ADDITIONALITEMS OR CONDITIONS:Vehicle Sale Pricel$107,452.00 I Discount $ Additional Items MN Department of Administration State Procurement Federal Exciserax Contract #242591 Release#T-647(5)Extended Warranty Trade Allowance Trade Difference Sales Tax 107,452.00 hie/Registration Fees -Month $ Transit Tax 5 20.00 Doc Fee $175.00I—. Trade Payoff $ Sub Total $107,647.00 $Cash down payment with order $ Balance Due on Delivery $107,647.00 $VALUE $ 5 VALUE MAKE/MODEL MILEAGE YEAR MAKEIMODEL MILEAGE Trade vehicleis)tllles clear fromIiens:_YESD Sales Person Paul Zeidler,—J Sale 'erson Signature NeD'NIA-Initials I have been presented the aption of an Extended WarrantyIService Plan;ACCEPTDDECLINEDNIA Initials. — IMPORTANT:THIS IS A BINDING CONTRACT ANDYOU MAYLOSE ANY DEPOSIT IF YOU DO NOT PERFORM ACCORDING TO ITS TERMS. NOTICE OF SALESPERSON'S LIMITEDAUTHORITY.This contract is not valid unless signed and approved by Sales Manager or Of?cer at the Dealership. EXCEPT FOR NEW VEHICLE WARRANTIES FROM THE MANUFACTURER, THIS VEHICLE IS BEING SOLD ON AN "AS IS“BASIS AND THE ENTIRE RISK AS TO THE QUALITY AND PERFORMANCE OF THE GOODS IS WITHTHE BUYER.THIS VEHICLEIS BEING SOLD WITHNO EXPRESS WARRANTYOR IMPLIEDWARRANTYOF MERCHANTABILITY,SUITABILITYOR FITNESS FOR A PARTICULAR PURPOSE Sales Mgr./Of?er Signature Buyer's Print Name Page 1 and 2 at this CONTRACT comprise the entire CONTRACT a?eoting the purchase.The DEALER will not recognize a verbal agreement.or any other agreement outstanding cI'any nature.Ycu eartin that no credit has _been extended by the DEALER for the purchase of this motor VEHICLE.You certity you are 15 years at age or older,and acknowledge receiving this contract. Buyer's Signature ' ‘ Page:1 of 2Page 108 of 254 ADDITIONAL TERMS AND CONDITIONS _—,..— 1.De?nitions:As used in this CONTRACT:"I","ME",or"MY"means the buyer andco-buyer.'~'YOU"or,1'YOUR"means the seller or dealer."VEHICLE"means the car,truck or other VEHICLE described on the .front of this CONTRACTincluding all tii'eoptions‘listed."ManufaCturer‘means the company which makes the VEHICLE."TRADE-IN"means the car,truck,motorcycle or otherVEHICLEWh‘ich’I'tradejoNOt-fihpartial paymentforthe VEHICLE. 2.Purpose:By signing the CONTRACT,I agree to buy the VEHICLE'fromYOU.By aCCeptingthis CONTRACT,YOU agree to deliver the VEHICLE to M—E —IiftheVEHICLEisinYOURinventory.If the VEHICLE is not in YOUR inventory,YOU agree to order the VEHICLE from the manufacturer,and after receiving the VEHICLE from the manufacturer to deliver the VEHICLE to ME.THESE TERMS ANDCONDITIONS ARE THE ONLY TERMS AND CONDITIONS THAT GOVERN THE SALE OF THE VEHICLE AND ALL OTHER TERMS AND CONDITIONS ARE EXPRESSLY DISCLAIMED. 3.NEWVEHICLEDISCLAIMEROF WARRANTIES:I UNDERSTANDTHAT IF I AM BUYINGA NEWVEHICLE,THE VEHICLEWILLCOME WITHA MANUFACTURER'SWARRANTYWHICH IS A PROMISE FROM THE MANUFACTURER DIRECTLY TO ME ANDTHAT YOU EXPRESSLY DISCLAIMANY ANDALLWARRANTIES,EXPRESS OR IMPLIED,INCLUDINGANYIMPLIEDWARRANTYOF MERCHANTABILITYOR FITNESSFOR A PARTICULAR PURPOSE.I ALSO UNDERSTANDTHATYOU MAKENO GUARANTEESOF ANYKINDABOUTTHE VEHICLE'SCONDITIONOR PERFORMANCEAND THAT ONCE I TAKE DELIVERY,I HAVECOMPLETE RESPONSIBILITYANDALLTHE RISK FOR ANYPROBLEMS WITHTHE VEHICLE. 4.USED VEHICLEDISCLAIMEROF WARRANTIES:I UNDERSTANDTHAT IF I AM PURCHASINGA USED VEHICLE,YOU EXPRESSLY DISCLAIMANY WARRANTIES,EXPRESS OR IMPLIED,INCLUDINGANY IMPLIEDWARRANTYOF MERCHANTABILITYOR FITNESS FOR A PARTICULAR PURPOSE.I ALSO UNDERSTANDTHAT YOU MAKENO GUARANTEES OF ANY KINDABOUT THE VEHICLE'S CONDITIONOR PERFORMANCE AND THAT ONCE I TAKE DELIVERY,I HAVE COMPLETE RESPONSIBILITYAND ALL THE RISK FOR ANY PROBLEMS WITHTHE VEHICLE. 5.Price Changes by the Manufacturer:I understand that the VEHICLE price stated on the other side of this CONTRACT is based on the current prices the manufacturer charges YOU,and that at any time before YOU receive the VEHICLEfrom the manufacturer,the manufacturer has the right to raise the price it charges to YOU.I also understand that if the manufacturer does raise the price,YOU may raise the price to ME by the same amount,and that if YOU do raise YOUR price,I may cancel the CONTRACTand get back any down payment l have made.IfYOU have not already sold the Trade-In (See Paragraph 4),I may have the Trade-In back by paying YOU the reasonable cost of storage and any repair work or reconditioning YOU may have done.YOU shall be responsible for remitting to US all applicable amounts related to sales or excise taxes,tariff charges,surcharges imposed by the Manufacturer,or any additional taxes,tariffs,or governmental fees (collectivelyreferred to as “Taxes and Charges")arising from this transaction.Amendments to the invoice may occur in the event that such Taxes and Charges are levied followingthe issuance of the original invoice. 6.Trade-In:I understand that if I am using a Trade-In to partially pay for the VEHICLE,I may deliver the Trade-In to YOU either when |sign this CONTRACTor when the VEHICLEis ready for ME to pick up.If I do not deliver the Trade—Into You when |sign this CONTRACT,I agree that at the time I deliver the Trade-In, YOU may reinspect the Trade-In and lower the allowance stated on the front of this CONTRACT.If YOU do lower the allowance,I may cancel this CONTRACT and get back my cash down payment.I also understand that if I deliver the Trade-In when I sign this CONTRACT,YOU may sell the Trade-In at any time and at any price YOU think proper.If I use paragraph 3 to cancel this CONTRACT and YOU have already sold the Trade-In,YOU will pay ME the price YOU received for the Tradewln minus 15%commission,minus any money YOU spent repairing,storing,insuring or advertising the Trade-In. 7.Trade-In MY Responsibilities:At the time I deliver the Trade-In to YOU,I agree to guarantee that I own the Trade-In free and clear and to furnish Iproperproofofownership,including the Certi?cate of Title or other evidence of ownership,and a proof of Highway Use Tax payment form #2290. 8.MYRefusal to Take Delivery:Unless that CONTRACT is non-binding because YOU are arranging credit for ME,or unless I have cancelled this CONTRACT pursuant to paragraphs 3 and 4,I understand that YOU may retain the cash down payment I have given YOU as an offset to YOUR damages if I refuse to complete MYpurchase.I also understand that I may be responsible for any other damages which YOU may incur as a result of MYfailure to perform MYobligations under the terms of this CONTRACT.lf|have delivered the Trade-In to YOU at the time |signed this CONTRACT,YOU may retain the Trade-In and sell it to reimburse YOURSELF for the expenses of repairing,storing,or reconditioning the Trade-In and for other expenses or losses YOU may incur as a result of MYfailure to perform MY obligations under this CONTRACT. 9.Design Changes by the Manufacturer:I understand that the manufacturer has the right to change the design of the VEHICLE,its chassis,its parts or accessories at any time without notice to YOU or to ME.In the event of a change in design,YOU have no duty to ME except to deliver the VEHICLE as made by the manufacturer. 10.Delays in Delivery:I understand that YOU are not responsible for delays in delivery caused by the manufacturer,or by accidents,?res,or other causes beyond YOUR control.I also understand that YOU do not control the manufacturer and are not part of the manufacturer and do not work for the manufacturer. 11.LIABILITYFOR DAMAGES:YOU SHALL NOT BE LIABLEFOR ANY DAMAGES CAUSED BY THE VEHICLE DELIVERED OR TO BE DELIVERED TO ME,OR BY MY USE OF the VEHICLE.YOU SHALL NOT BE LIABLEFOR INCIDENTAL,SPECIAL OR CONSEQUENTIALDAMAGES.IN NO EVENT SHALL YOUR LIABILITYEXCEED YOUR INVOICE VALUE TO ME OF THE VEHICLE REGARDLESS OF THE NATURE OF THE CLAIMOF THE CUSTOMER. 12.Taxes &Tariffs:I understand that the price of the VEHICLE includes Federal Taxes,but not State Sales or Excise Taxes or any other tax or governmental fee.I also understand that I must pay YOU the proper amount of any sales or excise tax,tariff charge,surcharge imposed by the Manufacturer,or any other governmental fee (collectively,"Taxes and Charges")which applies to this sale,and this invoice may be updated if any such Taxes and Charges are levied after the date of the invoice. 13.General Terms and Conditions:This document is subject to the General Terms and Conditions,the Mechanic's Lien Rider,the Abandoned Vehicle Rider,the Storage Fee 8.Lien Rider,Tampered Emissions Policy.and Code of Conduct,which are expressly incorporated herein by reference,and are available at:http://www.istate.com/terms-conditions or in hard copy upon request.Allclaims must be accompanied by this invoice.Diagnostic and Technical service charge may apply. Buyer's Initials _?_ 31365523“ Page 109 of 254 EVENT60210—2000006496 STATE OF MINNESOTA PRICING PAGE 10136 Print Date &Time 12/15/2025 9218 Single Axle Cab &Chassis VENDOR NAME ..STATETRUMCISQENTER- WB 162" CA '''''97"’""'"'' Grand Total $107,452.00 Rear Ratio ....5:378 if I - Cab Color White Wheel Color .. Aluminum ' Notes City of Farmington,MN : Manufacture» .........................................................................DescrIpIIon ................................ ..............'rs Order Spec #'Price Subtotal .PRICE FOR BASE UNIT: """SSSEéLIBB'I'S""""""""""50.521100” 8.0 ENGINE/EXHAUSTAND FUEL TANKS OPTIONS: 10mm 8.19 CUM L9 350 HP @ 2000 RPM,2200 GOV RPM,1050 LB/FT@ 1400 RPM 1 I $8,357.00 $835100 9.9 SIDE OF HOOD AIR INTAKEWITH FIREWALLMOUNTED DONALDSONAIR I CLEANER,PASSIVE PRECLEANERAND INSIDE/OUTSIDEAIR WITH SNOW O14-1C6 DOOR 1 $533.00 $533.00 9.11 'D‘R12V 160 AMP 36—SIBRUSHLESS QUADRAMOUNTPAD ALTERNATOR I 124—1DJ WITH REMOTE BATTERY VOLT SENSE 1 I $71.00 $71.00 11.16 (3)DTNA FLOOD STARTING.12 VOLT MAINTENANCEFREE 2100 CCA I I 292-203 THREADED STUD BATTERIES 1 I $101.00 $101.00 290400 11.21 BATTERYBOX WITH ALUMINUMCOVER MOUNTED SHORT SIDE TO RAIL 1 5 129.00 5 129.00 11.27 lLHBATTERY BOX MOUNTED AS FAR AFT AS POSSIBLE.NO GREATER I 282-042 THAN60 INCHES BACK OF CAB 1 1 $137.00 $137.00 11.39 POSITIVE AND NEGATIVE POSTS FOR JUMPSTART LOCATED ON FRAME I 295—029 NEXT TO STARTER 1 S 49.00 $49.00 9.29 CUMMINS EXHAUSTBRAKEINTEGRALWITH VARIABLEGEOMETRY I 128-076 TURBO WITH ON/OFF DASH SWITCH 1 I $17.00 $17.00 8.25 RH OUTBOARD UNDER STEP MOUNTED HORIZONTAL AFTERTREATMENT 016-1C2 SYSTEM ASSEMBLY WITH RH B-PILLARMOUNTED VERTICAL TAILPIPE 1 ‘ $98700 $987.00 23U-002 8.36 13 GALLON DIESELEXHAUSTFLUIDTANK 1 .$50.00 $50.00 232-002 3.42 NON-POLISHEDALUMINUMDIESEL EXHAUSTFLUIDTANK COVER 1 $83.00 $83.00 242-001 8.46 STAINLESS STEEL AFTERTREATMENTDEVICE/MUFFLER/TAILPIPESHIELD 1 $31.00 3 31.00 172007 9.43 GATES POWERGRIP SHRINK BANDHOSE CLAMPSWHERE POSSIBLE 1 .$74.00 3;7400 204-152 8.63 70 GALLON/264LITERALUMINUMFUEL TANK-LH 1 '$143.00 $143.00 218-001 8.96 23 INCH DIAMETERFUEL TANK(S)1 I5 20.00 $20.00 8.100 PLAIN ALUMINUM/PAINTEDSTEEL FUEL/HYDRAULICTANK(S)WITH I 215-007 POLISHED STAINLESSSTEEL BANDS 1 I 5 232.00 $232.00 8.118 DETROIT FUEL/WATERSEPARATOR WITH WATER IN FUEL SENSOR.I 122-1J1 HANDPRIMER AND 12 VOLT PREHEATER 1 I $40.00 $40.00 213-001 8.119 INSULATIONFOR FUEL LINES 1 I $24.00 $24.00 10.0 TRANSMISSIONOPTIONS: 342-582 10.15 ALLISON 3000 R03 AUTOMATICTRANSMISSIONWITH PTO PROVISION 3,314.00 3.314.00 10.19 VEHICLE INTERFACEWIRING CONNECTOR WITHOUT BLUNTCUTS,AT 353-023 END OF FRAME 10.29 ELECTRONIC TRANSMISSIONCUSTOMER ACCESS CONNECTOR 34C-002 MOUNTED BACKOF CAB 3.0 FRONT AXLE/5USPENSION/BRAKE/OPTION 400—1BA 3.21 DETROIT DA—F-18.0-518.000#FL1 71.0 KPI/3.74DROP SINGLE FRONT AXLE ‘ 130 1,136.00 $1,186.00 ADDENDUM #3 Page 110 of 254 EVENT60210—2000006496 STATE OF MINNESOTA - ' ' -2 of 36 PRICING PAGE - I -‘ ' ‘- gManufactureg Description . ._ . .. ................................................................... ............‘rs Order Spec #‘Subtotal Code .............................................................................’.......................... 402-030 3.36 MERITOR16.5X6 0+CAST SPIDER CAM FRONT BRAKES,DOUBLE ANCHOR.FABRICATEDSHOES 427-001 3.53 FRONT BRAKEDUST SHIELDS 534-003 3.67 4 QUART POWER STEERINGRESERVOIR 533-001 3.68 OIL/AIRPOWER STEERING COOLER 620-013 3.82 18.000#TAPERLEAFFRONT SUSPENSION 4.0 4.0 SINGLE REAR AXLE/SUSPENSlON/BRAKEIOPTIONS 420.1 GK 4.1 DETROITDA-RS-23.0-423.00077R-SERIESSINGLEREAR AXLE 4.14 MXL17TMERITOREXTENDEDLUBE MAINDRIVELINEWITHHALFROUND 386-073 YOKESTO 180"WHEELBASE 452-001 4.45 DRIVER CONTROLLEDTRACTION DIFFERENTIAL-SINGLEREARAXLE 4.47 MERITOR16.5X70+CAST SPIDER CAMREAR BRAKES.DOUBLEANCHOR. 423-020 FABRICATEDSHOES 4.80 26.000#FLATLEAFSPRING REAR SUSPENSION WITHHELPERAND 622-1 DC RADIUSROD 490-101 7.4 WABCO 4S/4MABS WITH TRACTIONCONTROL 7.25 STEEL AIRTANKSMOUNTEDFOR MAXGROUND CLEARANCE.(BELLY 460-1AE PLOW -AA3-073) 2.0 FRAMEOPTIONS 546-102 2.17 161"T0 217"WB 549-002 2.1 24"FRONT FRAMEEXTENSION 559-003 2.40 LIGHTWEIGHTHEAW DUTYALUMINUMENGINE CROSSMEMBER 556-997 2.50 OMITFRONT BUMPER.CUSTOMER INSTALLEDSPECIAL BUMPER.DOES NOT COMPLYWITHFMCSR 393.203 (260.00)(260.00) 7.28 CLEAR FRAMERAILSFROM BACK OF CAB TO FRONT REAR SUSPENSION 607—001 BRACKET.BOTHRAILSOUTBOARD 6.0 TIRES/RIMSOPTIONS: 093.1)“6.22 BRIDGESTONEM799 315/80 R225 20 PLY RADIALFRONT TIRES $1,080.00 1,030.00 094-2A7 6.156 BRIDGESTONEM799 11R22.5 20 PLY RADIALREAR TIRES $1,582.00 1,582.00 413-030 6.178 CONMET RESET PLUS PREMIUM IRON FRONT HUBS 450-050 6.186 CONMETPRESET PLUS PREMIUMIRON REAR HUBS 6.195 ALCOAULTRAONE 89U64X 22.5X9.00 10-HUB PILOT 5.99 INSET ALUMINUM 502-356 FRONT WHEELS 6.230 ALCOALVLONE 88167X 22.5X8.25 10-HUB PILOT ALUMINUMDISC REAR 505-693 WHEELS 524-022 6.255 POLISHED FRONTWHEELS WITH DURA-BRIGHTFINISH 6.256 POLISHEDOUTER(DISHED SIDE)REARWHEELS WITHOUTER ONLY 525-023 DURA-BRIGHTFINISH 498-011 6.1 NYLONWAFERS OR WHEELGUARDSON ALLWHEELS (6 EA) 12.0 CAB EXTERIOROPTIONS: DLR-001 12.10 TOP OF HOODPAINTED FLAT BLACK 1 ,6 875.00 $875.00 705-012 12.26 CAB ROOF REINFORCEMENTSFOR ROOF MOUNTED COMPONENTS 1 3 27.00 $27.00 690-016 12.40 CAB FLOOR.TOE BOARDAND FIREWALLHEAT SHIELD 1 6 79.00 $79.00 676-010 12.32 LH ANDRH EXTERIORGRAB HANDLESWITHSINGLERUBBER INSERT 1 ‘ 3 43.00 $48.00 645-002 12.33 BRIGHTFINISHRADIATORSHELUHOODBEZEL 1 .$110.00 $118.00 646-042 12.35 STATIONARYBLACKGRILLEWITHBRIGHTACCENTS 1 6 35.00 $35.00 65X-003 12.36 CHROME HOODMOUNTED AIR INTAKEGRILLE 1 '$7.00 $7.00 727-1AM 12.47 DUAL24 INCHROUNDPOLISHEDALUMINUMAIRHORNS ROOF MOUNTED 1 3 39.00 $89.00 302-047 12.62 LED AERODYNAMICMARKERLIGHTS 1 $29.00 $29.00 11.133 MARKERLIGHTSWITCH INTEGRAL WITH HEADLIGHTSWITCHAND DUAL I CONNECTORSAND SWITCH FOR CUSTOMERFURNISHEDSNOW PLOW ‘ 304-039 LIGHTS.LOW BEAMSOFF WITHHIGHBEAMS 1 s 115.00 $115.00 311-012 11.4 OEM DAYTIMERUNNING LIGHTS 1 S 11.00 $11.00 ADDENDUM#3 Page 111 of 254 EVENT60210-2000006496 'STATE OF MINNESOTA 3 0f 36 PRICING PAGE E;ManUfacture' ‘rSOrder Spec#EQtyE Price Subtotal ..2941AYI _ 12.75 INTEGRALLEDSTOP/TAILIBACKUF’LIGHTS 744—1BC 12.3 REMOTE CONTROLFORDUALMIRRORS 12.97 LHAND RH 51INCHBRIGHTFINISHCONVEXMIRRORSMOUNTEDUNDER 743—204 PRIMARYMIRRORS 12.104 RH AND LH3 INCHHEATEDSTAINLESSSTEELFENDER MOUNTED 743-1 B4 CONVEXMIRRORSWITHTRIPOD BRACKETS 12.109 FIXEDCAB MOUNTEDSTEPS LHANDRH FOR CAB ENTRY.BELLYPLOW 677.062 BODYWITH HIGHGROUND CLEARANCEDOES NOT COMPLYFMCSR 399 764-010 12.12 CABVISOR,EXTERNAL.PAINTED TO MATCHCAB COLOR 12.115 RH ANDLHELECTRIC POWERED WINDOWS.PASSENGER SWITCHESON 654027 ’DOOR(S) 12.120 1—PIECETINTEDCURVEDBONDEDWINDSHIELDWITH HEATED WIPER 663-029 BLADEPARKAREAS 647-001 12.127 WHITEWINTERFRONT 13.0 CAB INTERIOR OPTIONS: 13.61 PREMIUMHIGH BACKAIR SUSPENSION DRIVERSEAT WITH 3 CHAMBER AIR LUMBAR.INTEGRATEDCUSHIONEXTENSION.FORWARD AND REAR 755-109 CUSHIONTILT,ADJUSTABLESHOCK ABSORBER 1 $231.00 $231.00 739-034 13.40 PREMIUMINSULATION 1 $100.00 $100.00 746-143 13.158 7"B pannei Interactive touchscreen display radio 1 $435.00 $435.00 785—001 13.19 ASH CUP (1)LIGHTER(1)DASH MOUNTEDDUALUSB-C 1 $102.00 $102.00 696-012 13.22 CENTERSTORAGECONSOLE MOUNTED ON BACKWALL 1 33 12.00 $12.00 720-003 13.33 5 LB.FIRE EXTINGUISHER 1 $40.00 $40.00 655005 13.47 -LHANDRH ELECTRICDOOR LOCKS 1 $52.00 $52.00 722-028 13.55 TRIANGULARREFLECTORS KITWITHOUTFLARES SHIPPED LOOSE IN 1 '5 13.00 $13.00 759-007 13.77 DUALDRIVERSEAT ARMRESTS,NO PASSENGER SEAT ARMRESTS 1 I 3 36.00 $36.00 532-002 13.13 TILT&TELESCOPE STEERING WHEEL 1 i s 251.00 $251.00 540-016 13.108 18 INCH(450MM)LEATHERWRAPPEDSTEERING WHEEL 1 I 3 185.00 $185.00 198-003 13.6 DASH MOUNTEDAIR CLEANERAIR RESTRICTION GAUGE 1 I 5 18.00 $18.00 721-001 13.127 97 DB BACKUP ALARM 1 I $38.00 $38.00 13.133 (1)HEAW DUTYONBOARDDIAGNOSTICSINTERFACE CONNECTOR LOCATEDBELOWLH DASH AND (1)SAE J 1939 DIAGNOSTICINTERFACE I160-039 CONNECTORLOCATEDCENTER OF DASH 1 .$87.00 3 87.00 148-072 13.138 ENGINEREMOTE INTERFACE WITH MULTIPLESET SPEEDS 1 I 13 150.00 $150.00 864001 13.149 2 INCHTRANSMISSIONOILTEMPERATUREGAUGE 1 I 3 15.00 $15.00 11.41 PTOCONTROLSFOR ENHANCED VEHICLEELE ARCHITECTURESWITCH ' 372-035 WITHINDICATOR LAMP 1 Is 300.00 $300.00 748-006 11.97 POWER AND GROUND WIRING PROVISION OVERHEAD 1 I S 4.00 $4.00 749—001 11.100 ROOF/OVERHEADCONSOLE CB RADIOPROVISION 1 I 5 40.00 $40.00 11.115 TWO ON/OFF ROCKER SWITCHES INTHE DASHWITHINDICATORLIGHTS 1 329-010 ANDWIRE ROUTEDTO CHASSIS AT BACK OF CAB,LABELOPT 1 I3 33.00 5 3300 11.126 PRE-TRIPLAMPINSPECTION,ALLOUTPUTS FLASH,WITHSMART SWITCH I 81Y—001 1 I $16.00 $16.00 Page 112 of 254 Prepared for: _Dustin Burns 'MINNESOTASTATE OF 50 Sherburne Ave Suite112 ST PAUL,MN 55155 Phone:651-201-2441 A proposal for MINNESOTA STA TE OF City of Farmington,MN Prepared by I-STATE TRUCK CENTER Paul Zeidler Dec 15,2025 Freightliner108$D Plus Prepared by: Paul Zeidler I-STATE TRUCK CENTER 11152 COURTHOUSEBLVD. INVER GROVE HElGHTS.MN 55077 Phone:6510634-6541 Mobile: E-Mail: paul.zeidler@istatetruck.com Components shown may not reflect all spec'd options and are not to scale Application Version 12.0.703 Data Version PRL-30D.017 MY27Farmington1OBSD PLUS 12/15/2025 9:23 AM Page 1 of 23 Page 113 of 254 Prepared for: Dustin Burns MINNESOTA STATE OF 50 Sherburne Ave Suite112 ST PAUL.MN 55155 Phone:651-201~2441 Prepared by: Paul Zeidler I-STATE TRUCK CENTER 11152 COURTHOUSE BLVD. INVER GROVE HEIGHTS.MN 55077 Phone:6510634—6541 Mobile: E-Mail: paul.zeidler@istatetruck.com SPECIFICATION PROPOSAL Data Version PRL-30D.017 FEE/EHTUNER MY27 FarmingtomOSSD PLUS l Weight Weight Data Code Description Front Rear Price Level PRL-BOD SD PRL-BOD(EFF:MY27 ORDERS) Data Version URL-017 SPECPR021 DATA RELEASE VER O17 ‘Vehicle Configuration 001-176 10880 PLUS CONVENTIONAL CHASSIS 6.829 3,748 004-227 2027 MODELYEAR SPECIFIED 002-004 SET BACK AXLE-TRUCK 019-004 STRAIGHT TRUCK PROVISION,NON-TOWING 003-001 LH PRIMARY STEERING LOCATION General Service AA1-002 TRUCK CONFIGURATION AA6-001 DOMICILED,USA 50 STATES (EPA AND CARB CLEAN IDLELABELS) 99D-019 CARB CLEAN IDLE LABELSNOT FOR INITIAL REGISTRATION IN STATES REQUIRING CARB EMISSIONS CERTIFICATION(INCLUDES 6X4 INCH LABELS ON LOWER FORWARD OF DRIVER DOOR) A85-010 UTILITY/REPAIR/MAINTENANCESERVICE A84-1GM GOVERNMENTBUSINESS SEGMENT AA4-01O DIRT/SAND/ROCKCOMMODITY AA5-002 TERRAIN/DUTY:100%(ALL)OF THE TIME,IN TRANSIT,IS SPENT ON PAVED ROADS AB1-008 MAXIMUM8%EXPECTED GRADE AB5—001 SMOOTH CONCRETE OR ASPHALT PAVEMENT - MOST SEVERE IN-TRANSIT(BETWEEN SITES) ROAD SURFACE 995-1A0 FREIGHTLINERSD VOCATIONALWARRANTY A66-99D EXPECTED FRONT AXLE(S)LOAD 2 18000.0 lbs Application Version 120703 12/15/2025 9:23 AM Page 2 of 23 Page 114 of 254 Prepared for: Dustin Burns MINNESOTASTATE OF 50 Sherburne Ave Suite112 ST PAUL,MN 55155 Phone:551-201-2441 v Prepared by: PauI Zeidier l-STATE TRUCK CENTER 11152 COURTHOUSEBLVD. INVER GROVE HEIGHTS,MN 55077 Phone:6510634-6541 Mobile: E-Mail: paul.zeidler@istatelruck.com Application Version 12.0.7 CYCLING,MIN 2100CCA.57ORC.THREADED STUD BATTERIES Data Version PRL-30D.Oigs FEE/EHTUNER MY27 FarmingtoniOSSD PLUS Weight Weight Data Code Description Front Rear ABS-99D EXPECTED REAR DRIVE AXLE(S)LOAD : 23000.0 lbs A63-99D EXPECTED GROSS VEHICLE WEIGHT CAPACITY :41000.0 lbs Truck Service AA3-018 FRONT PLOW/END DUMP BODY AF3-322 TOWMASTER TRUCK EQUIPMENT Engine 101-3BT CUM L9 350 HP @ 2200 RPM;2200 GOV RPM, 1050 LB-FT @ 1200 RPM :Electronic Parameters 79A-07O 70 MPH ROAD SPEED LIMIT 798-000 CRUISE CONTROLSPEED LIMITSAMEAS ROAD SPEED LIMIT 79K-009 PTO MODE ENGINE RPM LIMIT-1200 RPM N 79P-032 PTO RPM CONTROL WITH STEERING WHEEL SWITCHES 790-005 PTO RPM WITH CRUISE RESUME SWITCH -1000 RPM 79U-007 PTO GOVERNOR RAMP RATE -250 RPM PER SECOND 79X-023 PTO SPEED 1 SETTING -600 RPM N 80G-001 PTO MINIMUMRPM -600 80J-002 REGEN INHIBITSPEED THRESHOLD -5 MPH 808-004 PTO 1.DASH SWITCH,ENGAGE WHILE DRIVING Engine Equipment Sec-124 EPA 2010 GHG 2024/CARB 2024 ULTRALOWNOX CONFIGURATION 13E-001 STANDARD OIL PAN 105~001 ENGINE MOUNTED OIL CHECK AND FILL 014-108 SIDE OF HOOD AIR INTAKE WITH FIREWALL 10 MOUNTEDDONALDSONAIR CLEANERWITH SAFETY ELEMENT AND INSIDE/OUTSIDEAIR WITH SNOW DOOR 124-1DJ DR 12V 160 AMP 36-SI BRUSHLESS 10 QUADRAMOUNT PAD ALTERNATORWITH REMOTE BATTERY VOLT SENSE 292-213 (3)DTNA GENUINE.FLOODED STARTING AND 40 20 12/15/2025 9:23 AM Page 3 of 23 Page 115 of 254 Prepared for: Dustin Burns MINNESOTA STATE OF 50 Sherburne Ave Suite112 ST PAUL,MN 55155 Phone:651—201—2441 Prepared by: Paul Zeidler l-STATE TRUCK CENTER 11152 COURTHOUSEBLVD. INVER GROVE HEIGHTS.MN 55077 Phone:6510634-6541 Mobile: E—Mail: pauI.zeidIer@istatetruck.com Weight Weight Data Code Description Front Rear 290-1CD BATTERY BOX WITHALUMINUMCOVER MOUNTED SHORT SIDE TO RAIL 281—001 STANDARD BATTERY JUMPERS 282-042 LH BATTERY BOX MOUNTED AS FAR AFT AS POSSIBLE,NO GREATER THAN60 INCHES BACK OF CAB 291-017 WIRE GROUND RETURN FOR BATTERYCABLES WITH ADDITIONAL FRAMEGROUND RETURN 289-001 NON-POLISHED BATTERYBOX COVER 293-058 NON-ESSENTIALPOSITIVE LOADDISCONNECT.2 IN CAB CONTROL SWITCHMOUNTED OUTBOARD OF DRIVERSEAT 295-029 POSITIVE AND NEGATIVEPOSTS FOR 2 JUMPSTART LOCATED ON FRAME NEXT TO STARTER 306-015 PROGRESSIVE LOW VOLTAGE DISCONNECTAT 2 12.3 VOLTS FOR DESIGNATEDCIRCUITS 107-032 CUMMINS TURBOCHARGED187 CFM AIR COMPRESSOR WITH INTERNALSAFETYVALVE 152-041 ELECTRONIC ENGINE INTEGRALSHUTDOWN PROTECTION SYSTEM 128-076 CUMMINS ENGINE INTEGRAL BRAKEWITH 20 VARIABLE GEOMETRY TURBO ON/OFF 016-102 RH OUTBOARD UNDER STEP MOUNTED 30 25 HORIZONTAL AFTERTREATMENTSYSTEM ASSEMBLY WITH RH B-PILLARMOUNTED VERTICALTAILPIPE 28F-014 ENGINE AFTERTREATMENTDEVICE. AUTOMATICOVER THE ROAD REGENERATION AND VIRTUALREGENERATIONREQUEST SWITCH IN CLUSTER 239-026 10 FOOT 06 INCH (126 INCH+0/—5.9INCH) EXHAUST SYSTEM HEIGHT 237-1CR RH CURVED VERTICALTAILPIPEB-PILLAR MOUNTEDROUTED FROM STEP 23U-002 13 GALLONDIESEL EXHAUSTFLUIDTANK SON-003 100 PERCENT DIESEL EXHAUSTFLUID FILL 23Y-001 STANDARD DIESEL EXHAUST FLUID PUMP MOUNTING 23Z-002 NON-POLISHEDALUMINUMDIAMONDPLATE 15 5 DIESEL EXHAUST FLUIDTANK COVER 43X—002 LH MEDIUMDUTY STANDARDDIESEL EXHAUST FLUIDTANK LOCATION 43Y-OO1 STANDARD DIESEL EXHAUSTFLUIDTANKCAP Application Version 120.703 ® Data Version PRL—3OD1017 , W MY27Farmingt0n108SD PLUS 12/15/2025 9:23 AM Page 4 of 23 Page 116 of 254 Prepared for: Dustin Burns MINNESOTASTATE OF 50 Sherburne Ave Suite112 ST PAUL,MN 55155 Phone:651-201-2441 Prepared by: Paul Zeidler I-STATE TRUCK CENTER 11152 COURTHOUSE BLVD. INVER GROVE HEIGHTS,MN 55077 Phone:6510634—6541 Mobile: E-MaiI: paul.zeidler@istatetruck.com Weight Weight Data Code Description Front Rear 242-001 STAINLESS STEEL AFTERTREATMENT DEVICE/MUFFLER/TAILPIPESHIELD 273-058 AIR POWERED ON/OFF ENGINE FAN CLUTCH 276-001 AUTOMATICFAN CONTROL WITHOUTDASH SWITCH,NON ENGINE MOUNTED 110-003 CUMMINSSPIN ON FUEL FILTER 118—008 COMBINATION FULL FLOW/BYPASS OIL FILTER 266-104 1115 SQUARE INCHALUMINUMRADIATOR 103-039 ANTIFREEZE TO -34F.OAT (NITRITEAND SILICATE FREE)EXTENDEDLIFE COOLANT 171-007 GATES BLUESTRIPE COOLANTHOSES OR EQUIVALENT 172-007 GATES POWERGRIP SHRINK BAND HOSE CLAMPS WHERE POSSIBLE 270-016 RADIATOR DRAIN VALVE 132-004 ELECTRIC GRID AIR INTAKEWARMER 155-058 DELCO 12V 38MT HD STARTER WITH INTEGRATEDMAGNETICSWITCH Transmission 342-582 ALLISON 3000 RDS AUTOMATICTRANSMISSION WITH PTO PROVISION Transmission Equipment 343-339 ALLISONVOCATIONALPACKAGE 223 - AVAILABLEON 3000/4000 PRODUCT FAMILIES WITH VOCATIONALMODELS RDS,HS,MH AND TRV 848-012 ALLISONVOCATIONALRATING FOR ON/OFF HIGHWAYAPPLICATIONSAVAILABLEWITHALL PRODUCT FAMILIES 840-023 PRIMARYMODE GEARS.LOWEST GEAR 1. START GEAR 1,HIGHEST GEAR 6.AVAILABLE FOR 3000/4000 PRODUCT FAMILIESONLY 840-020 SECONDARYMODE GEARS,LOWEST GEAR 1. START GEAR 1.HIGHEST GEAR 3,AVAILABLE FOR 3000/4000 PRODUCT FAMILIESONLY 84E—000 PRIMARYSHIFT SCHEDULE RECOMMENDED BY DTNAAND ALLISON.THIS DEFINED BY ENGINE AND VOCATIONALUSAGE 84F-000 SECONDARYSHIFT SCHEDULE RECOMMENDEDBY DTNA AND ALLISON.THIS DEFINED BY ENGINE AND VOCATIONALUSAGE 12/15/2025 9:23 AMApplicationVersion12.0.703 “3 Data Version PRL-30D.O17 FEE/EHTUNER MY27 Farmington108SD PLUS Page 5 of 23 Page 117 of 254 Prepared for: Dustin Burns MINNESOTASTATE OF 50 Sherburne Ave Suite112 ST PAUL,MN 55155 Phone:651—201-2441 Prepared by: .Paul Zeidler l-STATE TRUCK CENTER 11152 COURTHOUSE BLVD. INVER GROVE HEIGHTS,MN 55077 Phone:65106346541 Mobile: E-Mail: paul.zeidler@istatetruck.com Weight Weight Data Code Description Front Rear 846-000 PRIMARYSHIFT SPEED RECOMMENDEDBY DTNA AND ALLISON.THIS DEFINED BY ENGINE AND VOCATIONAL USAGE 84H—000 SECONDARY SHIFT SPEED RECOMMENDEDBY DTNA AND ALLISON,THIS DEFINED BY ENGINE AND VOCATIONALUSAGE 84J-000 ENGINE BRAKERANGE PRESELECT RECOMMENDEDBY DTNA AND ALLISON,THIS DEFINED BY ENGINE AND VOCATIONALUSAGE 84K-002 2ND GEAR ENGINE BRAKE ALTERNATE PRESELECT WITH MODERATE DOWNSHIFT STRATEGY 84N-200 FUEL SENSE 2.0 DISABLED -PERFORMANCE - TABLE BASED 84U-000 DRIVER SWITCH INPUT -DEFAULT -NO SWITCHES 84V-OO1 DIRECTION CHANGE ENABLED WITH MULTIPLEXEDSERVICE BRAKES -ALLISON 5TH GEN TRANSMISSIONS 353-075 QUICKFIT BODY LIGHTINGCONNECTOR AT END OF FRAME.WITH CAP 340-011 ELECTRONICTRANSMISSIONWIRING TO CUSTOMER INTERFACE CONNECTOR 362-2JT CUSTOMER INSTALLEDCHELSEA 281 SERIES 50 PTO 363-001 PTO MOUNTING.LH SIDE OF MAIN TRANSMISSIONALLISON 341-018 MAGNETIC PLUGS,ENGINE DRAIN. TRANSMISSION DRAIN.AXLE(S)FILLAND DRAIN 345-078 HEAVY DUTY ELECTRONIC TRANSMISSION SHIFT CONTROL.COLUMNMOUNTED 97G-004 TRANSMISSION PROGNOSTICS -ENABLED 2013 370-015 WATER TO OIL TRANSMISSION COOLER.IN 15 RADIATOREND TANK 346-003 TRANSMISSION OIL CHECK AND FILLWITH ELECTRONIC OIL LEVEL CHECK 35T—OO1 ATF-SYNTHETICAUTOMATICTRANSMISSION FLUID Front Axle and Equipment 400-1BA DETROIT DA-F—18.0-518,000#FL1 71.0 KPI/3.74 210 Application Version 12.0.7 Data Version PRL-30D.O1 DROP SINGLE FRONT AXLE 33 mas/171mm w MY27 Farmingion108SD PLUS 12/15/2025 9:23 AM Page 6 of 23 Page 118 of 254 Prepared for: Dustin Burns MINNESOTA STATE OF 50 Sherburne Ave Suite-112 ST PAUL,MN 55155 Phone:651—201-2441 Prepared by: Paul Zeidler I-STATE TRUCK CENTER 11152 COURTHOUSE BLVD. INVER GROVE HEIGHTS,MN 55077 Phone:6510634—6541 Mobile: E-Mail: paul.zeidler@istatetruck.com Weight Weight Data Code Description Front Rear 402-030 MERITOR 16.5X6 Q+CAST SPIDER CAM FRONT 10 BRAKES,DOUBLE ANCHOR,FABRICATED SHOES 403-002 NON-ASBESTOS FRONT BRAKELlNlNG 419-023 CONMET CAST IRON FRONT BRAKE DRUMS 427-001 FRONT BRAKE DUST SHIELDS 5 409-006 FRONT OIL SEALS 408—001 VENTED FRONT HUB CAPS WITH WINDOW, CENTER ANDSIDE PLUGS -OIL 416—022 STANDARD SPlNDLE NUTS FOR ALLAXLES N 405-030 FRONT AIR DISC BRAKE INTERNALADJUSTERS 406-001 STANDARD KING PIN BUSHINGS 536-012 TRW TAS-85 POWER STEERING 40 539—003 POWER STEERING PUMP 534-003 4 QUART POWER STEERING RESERVOIR 5 533-001 OIL/AIR POWER STEERING COOLER 5 40T-002 CURRENT AVAILABLE SYNTHETIC 75W-90 FRONT AXLE LUBE Front Suspension 620-013 18.000#TAPERLEAF FRONT SUSPENSION 200 519-005 MAINTENANCE FREE RUBBER BUSHINGS - FRONT SUSPENSION 410-001 FRONT SHOCK ABSORBERS Rear Axle and Equipment 420-1GK DETROIT DA-RS-23.0-4 23,000#R-SERIES 30 SINGLE REAR AXLE 421-588 5.88 REAR AXLE RATIO 424-001 IRON REAR AXLE CARRIER WITH STANDARD AXLE HOUSING 386-073 MXL17T MERITOR EXTENDED LUBE MAIN 20 20 DRIVELINEWITH HALFROUND YOKES 452-001 DRIVER CONTROLLED TRACTION 20 DIFFERENTIAL-SINGLE REAR AXLE 878-018 (1)DRIVER CONTROLLED DIFFERENTIALLOCK REAR VALVE FOR SINGLE DRIVEAXLE 878-015 INDICATORLIGHT FOR EACH DIFFERENTIAL LOCKOUTSWITCH.ENGAGE <5 MPH, DISENGAGE >25 MPH 423-020 MERITOR16.5X7 Q+CAST SPIDER CAM REAR BRAKES.DOUBLE ANCHOR,FABRICATED SHOES Application Version 12.0.703 "3’ Data Version PRL-30D.017 FRE/GI'ITUNER MY27 Farmington108SD PLUS 12/15/2025 9:23 AM Page 7 of 23 Page 119 of 254 Prepared for: Dustin Burns MINNESOTA STATE OF 50 Sherburne Ave Suite112 ST PAUL,MN 55155 Phone:651-201-2441 Prepared by: Paul Zeidler I-STATE TRUCK CENTER 11152 COURTHOUSE BLVD. INVER GROVE HEIGHTS,MN 55077 Phone:6510634-6541 Mobile: E-Mail: paul.zeidler@istatetruck.com Weight Weight Data Code Description Front Rear 433-002 NON-ASBESTOS REAR BRAKE LINING 434-012 BRAKE CAMS AND CHAMBERS ON REAR SIDE OF DRIVE AXLE(S) 451-023 CONMET CAST IRON REAR BRAKE DRUMS 425—002 REAR BRAKE DUST SHIELDS 5 440-006 REAR OIL SEALS N 426-1AH AIR DISC LONGSTROKE 1-DRIVE AXLE SPRING PARKING CHAMBERS N 428-030 REAR AIR DISC BRAKE INTERNALADJUSTERS 41T-002 CURRENT AVAILABLESYNTHETIC75W-90 REAR AXLE LUBE 42T-001 STANDARD REAR AXLE BREATHER(S) Rear Suspension 622-1DC 26.000#FLAT LEAF SPRING REAR SUSPENSION 100 WITH HELPERAND RADIUS ROD 521-001 SPRING SUSPENSION -NO AXLESPACERS 431—001 STANDARD AXLE SEATS IN AXLE CLAMP GROUP 623-005 FORE/AFT CONTROL RODS Pusher /Tag Equipment 429-998 NO PUSHER/TAG BRAKEDUST SHIELDS Brake System 490-1AU WABCO 4S/4M ABS WITHTRACTION CONTROL WITH ATC SHUT OFF SWITCH 871-001 REINFORCED NYLON,FABRIC BRAID AND WIRE BRAID CHASSIS AIR LINES 46E-001 STANDARD AIR MANAGEMENTUNIT 904-001 FIBER BRAID PARKING BRAKE HOSE 412-001 STANDARD BRAKE SYSTEM VALVES 46D-002 STANDARD AIR SYSTEM PRESSURE PROTECTION SYSTEM 413-002 STD U.S.FRONT BRAKE VALVE 432-003 RELAYVALVEWITH5-8 PSI CRACK PRESSURE. NO REAR PROPORTIONING VALVE 480-088 WABCO SYSTEM SAVER HP WITHINTEGRAL AIR GOVERNOR AND HEATER 479-005 AIR DRYER MOUNTED INBOARD ON RH RAIL 460-1AE STEEL AIRTANKS MOUNTEDFOR MAX GROUND CLEARANCE.(BELLY PLOW -AA3-073) 12/15/2025 9:23 AMApplicationVersion12.0.703 .® Data Version PRL-30D.017 FRE/GHTUNER MY27Farmington108$D PLUS Page 8 of 23 Page 120 of 254 Prepared for: Dustin Burns MINNESOTA STATE OF 50 Sherburne Ave Suite112 ST PAUL.MN 55155 Phone:651—201-2441 Prepared by: Paul Zeidler l-STATE TRUCK CENTER 11152 COURTHOUSE BLVD. INVER GROVE HEIGHTS,MN 55077 Phone:65106346541 Mobile: E-Mail: paul.zeidIer@istatetruck.com Weight Weight Data Code Description Front Rear 477-001 PULLCABLE ON WET TANK.PETCOCK DRAIN VALVES ON ALL OTHER AIR TANKS Trailer Connections 476-998 NO AIR HOSE HANGER Wheelbase &Frame 545-412 4125MM (162 INCH)WHEELBASE 546-102 7/16X3-9/16X11-1/8 INCH STEEL FRAME 170 150 (11.11MMX282.6MM/O.437X11.13 INCH)120KSI 548-803 TEM TO EVALUATE AND INSTALL FRAME RAIL REINFORCEMENT AS NEEDED FOR FRONT FRAMEMOUNTED EQUIPMENT 552-030 1600MM(63 INCH)REAR FRAME OVERHANG 55W-006 FRAME OVERHANG RANGE:61 INCH TO 70 INCH 549-002 24 INCH INTEGRAL FRONT FRAME EXTENSION 140 -20 AC8—99D CALC'DBACK OF CAB TO REAR SUSP C/L (CA): 96.85 in AE8—99D CALCULATED EFFECTIVE BACK OF CAB TO REARSUSPENSION C/L (CA):93.85 in AE4-99D CALC'D FRAME LENGTH-OVERALL :290.55 in FSS-OLH CALCULATED FRAME SPACE LH SIDE :25.41 in FSS-ORH CALCULATED FRAME SPACE RH SIDE :64.23 in AMG-QQD CALC'D SPACE AVAILABLEFOR DECKPLATE : 0.0 in 553-001 SQUARE END OF FRAME 550-001 FRONT CLOSING CROSSMEMBER 559-003 LIGHTWEIGHT HEAVYDUTYALUMINUMENGINE -12 CROSSMEMBER 562-001 STANDARDMIDSHIP #1 CROSSMEMBER(S) 572-001 STANDARD REARMOST CROSSMEMBER 565-001 STANDARDSUSPENSION CROSSMEMBER Chassis Equipment 556-997 OMIT FRONT BUMPER.CUSTOMERINSTALLED -110 SPECIAL BUMPER.DOES NOT COMPLY WITH FMCSR 393.203 585—998 NO MUDFLAPBRACKETS 590-998 NO REAR MUDFLAPS 551-007 GRADE 8 THREADED HEX HEADEDFRAME FASTENERS 12/15/2025 9:23 AMApplicationVersion120.703 ‘5’ Data Version PRL-3OD.O17 FREIGHTl/NER MY27Farmington108$D PLUS Page 9 of 23 Page 121 of 254 Prepared for: Dustin Burns MINNESOTASTATE OF 50.Sherburne Ave Suite112 STPAUL,MN 55155 Phone:651-201-2441 Prepared by: Paul Zeidler I-STATE TRUCK CENTER 11152 COURTHOUSE BLVDA INVER GROVE HEIGHTSIMN 55077 Phone:65106346541 Mobile: E-Mail: paul.zeidIer@isIatetruck.com Weight Weight Data Code Description Front Rear 442-002 EXTERIOR HARNESSES WRAPPEDIN ABRASION TAPE 607-001 CLEAR FRAME RAILS FROM BACK OF CAB TO FRONT REAR SUSPENSION BRACKET,BOTH RAILS OUTBOARD Fifth Wheel 578-998 NO FIFTH WHEEL Fuel Tanks 204—152 70 GALLON/264LITER ALUMINUMFUEL TANK -5 LH 218-001 23 INCH DIAMETERFUEL TANK(S) 215-007 PLAIN ALUMINUM/PAINTEDSTEEL FUEL/HYDRAULIC TANK(S)WITH POLISHED STAINLESS STEEL BANDS 212—007 FUEL TANK(S)FORWARD 664-001 PLAIN STEP FINISH 205-002 CHROME FUEL TANK CAP(S) 122-1J1 DETROIT FUEL/WATER SEPARATOR WITH -5 WATER IN FUEL SENSOR,HANDPRIMER AND 12 VOLT PREHEATER" 216-020 EQUIFLO INBOARD FUEL SYSTEM 202-016 HIGHTEMPERATURE REINFORCED NYLON FUEL LINE 213-001 INSULATIONFOR FUEL LINES 2 Tires 093-1XJ BRIDGESTONE M870 315/80R22.5 20 PLY 96 RADIALFRONT TIRES 094‘2A7 MICHELIN XDS2 11R22.516 PLY RADIALREAR 96 TIRES Hubs 418-060 CONMET PRESET PLUS PREMIUMIRON FRONT HUBS 450-060 CONMET PRESET PLUS PREMIUMIRON REAR HUBS Wheels 502-356 ALCOAULTRA ONE 89U64X 22.5X9.00 10-HUB -28 PILOT 5.99 INSET ALUMINUMFRONT WHEELS 505-1HB ALCOA 88167X 22.5X8.25 10-HUB PILOT -124 ALUMINUMDISC REAR WHEELS 12/15/2025 9:23 AMApplicationVersion12.0.703 P Data Version PRL-30D.O17 FRE/GHTUNER MY27 FarmingtomOBSD PLUS Page 10 of 23 Page 122 of 254 Prepared for: Dustin Burns MINNESOTA STATE OF 50 Sherburne Ave Suite112 ST PAUL,MN 55155 Phone:651-201-2441 Prepared by: Paul ZeidIer I-STATE TRUCK CENTER 11152 COURTHOUSE BLVD. INVER GROVE HEIGHTS.MN 55077 Phone:6510634-6541 Mobile: E<Mail: pauI.zeidIer@istatetruck.com Weight Weight Data Code Description Front Rear 524-022 POLISHED DISC SIDE FRONT WHEELSWITH DURA-BRIGHTFINISH 525-023 POLISHED OUTER (DISHED SIDE)REAR WHEELS WITH OUTER ONLY DURA-BRIGHT FINISH 496-011 FRONT WHEELMOUNTINGNUTS 497-011 REAR WHEEL MOUNTINGNUTS 498-011 NYLON WHEEL GUARDS FRONT AND REAR ALL INTERFACES Cab Exterior 829-1A5 108 INCH BBC FLAT ROOF ALUMINUM CONVENTIONALCAB 650-008 AIR CAB MOUNTING 705-012 CAB ROOF REINFORCEMENTSFOR ROOF 2 MOUNTED COMPONENTS 648-002 NONREMOVABLE BUGSCREEN MOUNTED BEHIND GRILLE 667-037 SHORT FENDER WITH MUDFLAP 754-017 BOLT-ON MOLDED FLEXIBLEFENDER 10 EXTENSIONS 678-018 LH AND RH EXTERIOR GRAB HANDLES WITH SINGLE RUBBER INSERT 645-002 BRIGHT FINISH RADIATOR SHELL/HOODBEZEL 646—042 STATIONARY BLACK GRILLE WITH BRIGHT ACCENTS 65X-003 CHROME HOOD MOUNTED AIR INTAKE GRILLE 644-004 FIBERGLASS HOOD 652-001 FREIGHTLINERNAME PLATES 690-016 CAB FLOOR.TOE BOARD AND FIREWALL HEAT 5 SHIELD 727-1AF SINGLE 14 INCH ROUND HADLEYAIR HORN UNDER LH DECK 726-001 SINGLE ELECTRIC HORN 575-001 REAR LICENSE PLATE MOUNT END OF FRAME 312-067 HALOGEN COMPOSITE HEADLAMPSWITH BRIGHT BEZELS 302-047 LED AERODYNAMICMARKERLIGHTS 314-824 WIRING AND SWITCH FOR CUSTOMER FURNISHED SNOW PLOW LAMPS WITH DUAL CONNECTIONS AT BUMPER 311-001 DAYTIME RUNNING LIGHTS 12/15/2025 9:23 AMApplicationVersion12.0.703 , '5’ Data Version PRL-BOD.017 FEE/EHTUNER MY27 Farmington1OBSD PLUS Page 11 of 23 Page 123 of 254 Prepared for: Dustin Burns MINNESOTASTATE OF 50 Sherburne Ave Suite112 ST PAUL,MN 55155 Phone:651-201~2441 Prepared by: Paul Zeidler I-STATE TRUCK CENTER 11152 COURTHOUSEBLVD: INVER GROVE HEIGHTS,MN 55077 Phone:6510634-6541 Mobile: E-Mail: pauI.zeidler@istatetruck.com Weight WeightDataCodeDescriptionFrontRear 294-1AY INTEGRAL LED STOP/TAIL/BACKUPLIGHTS 300-015 STANDARD FRONT TURN SIGNALLAMPS 744-1BC DUALWEST COAST BRIGHT FINISH HEATED MIRRORS WITH LH AND RH REMOTE 797-001 DOOR MOUNTEDMIRRORS 796-001 102 INCHEQUIPMENT WIDTH 743-204 LH AND RH 8 INCH BRIGHT FINISHCONVEX MIRRORS MOUNTEDUNDERPRIMARY MIRRORS 74B-1B4 RH AND LH 8 INCH HEATEDSTAINLESS STEEL 12 FENDERMOUNTEDCONVEXMIRRORS WITH TRIPOD BRACKETS 729-001 STANDARD SIDE/REARREFLECTORS 677-062 FIXED CAB MOUNTEDSTEPS LH AND RH FOR CAB ENTRY,BELLYPLOW BODY WITHHIGH GROUND CLEARANCEDOES NOT COMPLY FMCSR 399 764-010 COMPOSITE EXTERIORSUN VISOR 10 768-043 63x14 INCHTINTEDREAR WINDOW 661-003 TINTED DOOR GLASS LH AND RH WITHTINTED NON-OPERATINGWINGWINDOWS 654-011 RH AND LH ELECTRIC POWERED WINDOWS 663-029 1-PIECE BONDED HEATEDWIPER PARK SOLAR GREEN GLASS WINDSHIELD 659-006 8 LITER (2 GAL)WINDSHIELDWASHER RESERVOIR.CAB MOUNTED,WITH FLUID LEVEL INDICATOR 647~001 WHITE WINTERFRONT 2 Cab Interior 055-019 RUGGED TRIM PACKAGE 707-107 GRAY &CARBON VINYLINTERIOR"RUGGED" 70K-020 CARBONWITH PREMIUMGUNMETALACCENT (RUGGED) 706-013 MOLDEDDOOR PANEL 708-013 MOLDEDPLASTICDOOR PANEL 772-006 BLACK MATS WITHSINGLE INSULATION 785-035 ASH CUP AND (1 )LIGHTER.(1)DASHMOUNTED DUALUSB-C OUTLET 691-001 FORWARD ROOF MOUNTEDCONSOLE 696-012 CENTER STORAGE CONSOLE MOUNTEDON 20 BACKWALL Application Version 12.0.703 Q" Data Version PRL-30D.017 WMY27Farmington108SDPLUS 12/15/2025 9:23 AM Page 12 of 23 Page 124 of 254 Prepared for: Dustin Burns MINNESOTA STATE OF 50 Sherburne Ave Suite112 ST PAUL.MN 55155 Phone:651-201-2441 Prepared by: Paul Zeidler I-STATE TRUCK CENTER 11152 COURTHOUSE BLVD. INVER GROVE HEIGHTS,MN 55077 Phone:6510634-6541 Mobile: E-Mail: pauI.zeidler@istatetruck.com Weight Weight Data Code Description Front Rear 693-019 LHAND RH DOOR STORAGE POCKETS INTEGRATED INTO MOLDED DOOR PANELS 738-021 DIGITAL ALARMCLOCK IN DRIVER DISPLAY 742-007 (2)CUP HOLDERS LH AND RH DASH 680-029 M2/SD DASH 720-003 5 LB.FIRE EXTINGUISHER 10 700-002 HEATER,DEFROSTER AND AIR CONDITIONER 701-008 STANDARD HVAC DUCTINGWITH SNOW SHIELD FOR FRESH AIR INTAKE 703-005 MAINHVAC CONTROLS WITH RECIRCULATION SWITCH 170-015 STANDARD HEATER PLUMBING 130-041 VALEO HEAVYDUTY A/C REFRIGERANT COMPRESSOR 702-002 BINARY CONTROL,R-134A 739-034 PREMIUMINSULATION 285-013 SOLID-STATE CIRCUIT PROTECTION AND FUSES 280-007 12V NEGATIVEGROUND ELECTRICALSYSTEM 324-183 STANDARD LED CAB LIGHTING 787-998 NO SECURITY DEVICE 657-001 DOOR LOCKS AND IGNITIONSWITCH KEYED THE SAME 78G-002 KEY QUANTITYOF 2 655-005 LH AND RH ELECTRIC DOOR LOCKS 740-998 NO MATTRESS -20 ~15 722-028 TRIANGULAR REFLECTORS KITWITHOUT 10 FLARES SHIPPED LOOSE IN CAB 756—339 PREMIUM ISRINGHAUSENHIGH BACK AIR 70 SUSPENSION DRIVERS SEAT WITH2 AIR LUMBAR,INTEGRATED CUSHION EXTENSION. TILT AND ADJUSTABLE SHOCK 760-337 BASIC ISRINGHAUSENHIGH BACK NON SUSPENSION TOOL BOX PASSENGER SEAT 759-007 DUALDRIVER SEAT ARMRESTS.NO 4 PASSENGER SEAT ARMRESTS 711-004 LH ANDRH INTEGRAL DOOR PANEL ARMRESTS 758—022 BLACKMORDURACLOTH DRIVER SEAT COVER 761-023 BLACK MORDURA CLOTH PASSENGER SEAT COVER 763—101 BLACK SEAT BELTS Application Version 12.0.703 6” Data Version PRL-30D.017 FEE/EHTUNER MY27 FarmingtomOBSD PLUS 12/15/2025 9:23 AM Page 13 of 23 Page 125 of 254 Prepared for: Dustin Burns MINNESOTASTATE OF 50 Sherburne Ave Suite112 ST PAUL.MN 55155 Phone:651201-2441 Prepared by: Paul ZeidIer I-STATE TRUCK CENTER 11152 COURTHOUSEBLVD. INVER GROVE HEIGHTS,MN 55077 Phone:6510634-6541 Mobile: E-Mail: pauI.zeidler@istatetruck.com Weight Weight Data Code Description Front Rear 532-002 ADJUSTABLE TILT AND TELESCOPING STEERING COLUMN 540-070 4-SPOKE 18 INCH (450MM)LEATHER WRAPPED STEERING WHEEL WITHCHROME SWITCH BEZELS 765-002 DRIVER AND PASSENGER INTERIOR SUN VISORS Instruments &Controls ‘4CH-005 5 EXTRAPROGRAMMABLE SWITCHES/INDICATORS $C1BOZOSZZ,C1CO1OOZZ,BSA5000ZZ,C1DO1922Z‘C1E02302Z 106-002 ELECTRONIC ACCELERATOR CONTROL 732-998 NO INSTRUMENTPANEL-DRIVER 734-022 FULLYCONFIGURABLECENTER INSTRUMENT PANELS 870-002 BRIGHT ARGENT FINISH GAUGE BEZELS 486-001 LOW AIR PRESSURE INDICATOR LIGHT AND AUDIBLEALARM 840—001 DUAL NEEDLE PRIMARY AND SECONDARY AIR PRESSURE GAUGE 198-003 DASH MOUNTED AIR RESTRICTION INDICATOR WITHGRADUATIONS 721-001 97 DB BACKUP ALARM 3 149—015 ELECTRONIC CRUISE CONTROL WITH CONTROLS ON STEERING WHEEL SPOKES 156—007 KEY OPERATED IGNITION SWITCH AND INTEGRAL START POSITION;4 POSITION OFF/RUN/START/ACCESSORY 811-044 PREMIUM INSTRUMENT CLUSTER WITH 5.0 INCHTI-‘I'COLOR DISPLAY 818-003 DIGITALPANEL LAMP DIMMERSWITCH IN DRIVERDISPLAY 160-038 HEAW DUTY ONBOARD DIAGNOSTICS INTERFACE CONNECTOR LOCATED BELOW LH DASH 844-001 2 INCH ELECTRIC FUEL GAUGE 148-072 ENGINE REMOTE INTERFACE WITH ONE OR MORE SET SPEEDS 48H-003 QUICKFIT POWERTRAIN INTERFACE CONNECTOR UNDER CAB WITH CAPS 480-005 QUICKFIT PROGRAMMABLEINTERFACE CONNECTORS 1 &2 BETWEEN SEATS WITH CAP Application Version 120.703 ‘5’ Data Version PRL-SOD.017 W MY27FarmingtonIOBSD PLUS 12/15/2025 9:23 AM Page 14 of 23 Page 126 of 254 Prepared for: Dustin Burns MINNESOTASTATE OF 50 Sherburne Ave Suite112 ST PAUL,MN 55155 Phone:651-201-2441 Prepared by: Paul Zeidler I-STATE TRUCK CENTER 11152 COURTHOUSE BLVD. INVER GROVE HEIGHTS.MN 55077 Phone:6510634—6541 Mobile: E-Mail: paul.zeidler@istatetruck.com Weight Weight Data Code Description Front Rear 163-014 ENGINE REMOTE INTERFACE CONNECTOR AT POWERTRAIN INTERFACE CONNECTOR 856-001 ELECTRICAL ENGINE COOLANTTEMPERATURE GAUGE 852-002 ELECTRIC ENGINE OIL PRESSURE GAUGE 864-001 2 INCH TRANSMISSION OIL TEMPERATURE GAUGE 867-004 ELECTRONIC OUTSIDE TEMPERATURE SENSOR DISPLAY IN DRIVER MESSAGE CENTER 830-017 ENGINE AND TRIP HOUR METERS INTEGRAL WITHIN DRIVER DISPLAY 372-123 PTO CONTROLS FOR ENHANCED VEHICLE ELECTRIC/ELECTRONICARCHITECTURE 73H-014 (1)BACKUP CAMERA-ENDOF FRAME MOUNTED WITH 15 FOOT EXTRA LONG CABLE COILED AT END OF FRAME 736—998 NO OBSTACLE DETECTIONSYSTEM 72J-998 NO DR ASSIST SYSTEM 498-998 NO VEHICLESTABILITYADVISOR OR CONTROL 738-998 NO LANE DEPARTURE WARNING SYSTEM 679-022 LEFTHAND/RIGHTHAND OVERHEAD INSTRUMENTPANEL BLANK 35M-O13 2 QUIKFIT PROGRAMABLE MODULES 20 (QPM/XMC) 1U1-002 TOP OF DASH RAM MOUNT WITHOUT POWER OR GROUND,FOR CUSTOMER FURNISHED DEVICE 746-143 7"B-PANEL INTERACTIVE TOUCHSCREEN DISPLAY RADIOW/USB-C.APPLE CARPLAY, ANDROID AUTO,BLUETOOTH/AM/FM/SXMNVB. WITHMICROPHONE 747-001 DASH MOUNTED RADIO 750-002 (2)RADIO SPEAKERS IN CAB 753-998 NO AM/FM RADIO ANTENNA 748-006 POWER AND GROUND WIRINGPROVISION OVERHEAD 749-001 ROOF/OVERHEAD CONSOLE CB RADIO PROVISION 75W-002 SHARKFIN MULTI-BANDANTENNA,RIGHT HAND BIAS ROOF MOUNTINGLOCATION; AM/FMNVEATHERBAND,WIFI/BLUETOOTH. SDARISIRIUSXM,GNSS/GPS 78C-003 INTEROPERABLESDAR ANTENNA Application Version 12.0.703 ® Data Version PRL-BOD.017 W MY27 Farmington1OBSD PLUS 12/15/2025 9:23 AM Page 15 of 23 Page 127 of 254 Prepared for: Dustin Burns MINNESOTA STATE OF 50 Sherburne Ave Suite112 ST PAUL.MN 55155 Phone:651-201-2441 Prepared by: Paul Zeidier l-STATE TRUCK CENTER 11152 COURTHOUSEBLVD. INVER GROVE HEIGHTS,MN 55077 Phone:6510634-6541 Mobile: E-Mail: paul.zeidler@istatetruck.com Weight Weight Data Code Description Front Rear 810~027 ELECTRONIC MPH SPEEDOMETER WITH SECONDARY KPH SCALE,WITHOUT ODOMETER 817-001 STANDARD VEHICLESPEED SENSOR 812-001 ELECTRONIC 3000 RPM TACHOMETER 813-108 DETROIT CONNECT PLATFORM HARDWARE SDI-313 3 YEARS DAIMLERCONNECTIVITYBASE PACKAGE ON (FEATURES VARY BY MODEL) POWERED BY DETROIT CONNECT ON CUMMINS ENGINES 8D4-998 NO FUEL SYSTEMS DATA SERVICE(SCO) 6TS-005 TMC RP1226 ACCESSORY CONNECTOR LOCATED BEHIND PASSENGER SIDE REMOVEABLE DASH PANEL 162-002 IGNITION SWITCH CONTROLLED ENGINE STOP 329-111 TWO EXTRA HARDWIRED SWITCHES IN DASH. ROUTE TO UNDER CAB.CAPPED 401-005 HARDWIRE SWITCH #1,0N/OFF MOMENTARY, 20 AMPS IGNITION POWER 402-005 HARDWIRE SWITCH #2,0N/OFF MOMENTARY. 20 AMPS IGNITION POWER 81Y—006 PRE-TRIP INSPECTION FEATURE FOR EXTERIOR LAMPS AND SERVICE BRAKES 264-030 (1)OVERHEAD MOUNTED LANYARDCONTROL FOR DRIVER AIR HORN 883-998 NO TRAILER HAND CONTROL BRAKEVALVE 836—015 DIGITAL VOLTAGE DISPLAY INTEGRAL WITH DRIVER DISPLAY 660-001 SINGLE ELECTRIC WINDSHIELDWIPER MOTOR WITHDELAY AND ARCTIC TYPE BLADES 304-030 ROTARY HEADLAMPSWITCH,MARKER LIGHTS/HEADLIGHTSSWITCHWITHPULL OUT FOR OPTIONAL FOG/ROAD LAMPS 882-018 ONE VALVE PARKING BRAKESYSTEM WITH DASH VALVE CONTROL AUTONEUTRALAND WARNING INDICATOR 299-020 SELF CANCELING TURN SIGNAL SWITCH WITH DIMMER.HEADLAMPFLASH. WASH/WIPE/INTERMITTENT 298-046 INTEGRALELECTRONICTURN SIGNAL FLASHER WITH 40 AMP (20 AMP PER SIDE) TRAILER LAMP CAPACITY 87T-998 NO WRG/SW-OPTL #2.CHAS,AIR Design 12/15/2025 9:23 AMApplicationVersion12.0.703 ® Data Version PRL-3OD.017 FEE/EHTUNER MY27 Farmington‘IOSSD PLUS Page 16 of 23 Page 128 of 254 Prepared for: -Dustin Burns MINNESOTA STATE OF 50 Sherburne Ave Suite112 ST PAUL,MN 55155 Phone:651-201~2441 Prepared by: Paul Zeidler I«STATE TRUCK CENTER 11152 COURTHOUSEBLVD. INVER GROVE HEIGHTS,MN 55077 Phone:6510634-6541 Mobile: E-Mail: paul.zeidler@istatetruck.com Weight Weight Data Code Description Front Rear 065-000 PAINT:ONE SOLID COLOR Color 980-5F6 CAB COLOR A:LOOOSEYWHITEELITEEY 986-020 BLACK,HIGH SOLIDS POLYURETHANECHASSIS PAINT 976-995 SUNVISOR PAINTED SAME AS CAB COLOR A 963-003 STANDARD E COAT/UNDERCOATING Certification I Compliance 996-001 U.S.FMVSS CERTIFICATION,EXCEPT SALES CABS AND GLIDER KITS Secondary Factory Options 998-001 999-063 Sales Programs CORPORATE F’DlCENTER IN—SERVICEONLY DEALER ADVISED/ACCEPTSESC ON END OF FRAME TOWING FOR TRACTOR FOR YARD HAUL USE RD4-998 NO DETROIT CONNECT FUEL ANALYTICS TOTAL VEHICLE SUMMARY Weight Summary Weight Weight Total Front Rear Weight Factory Weight+7933 lbs 4063 lbs 11996 lbs Total Weight+7933 lbs 4063 lbs 11996 lbs (+)Weights shown are estimates only. Ifweight is critical,contact Customer ApplicationEngineering. (*“)All cost increases for major components (Engines.Transmissions,Axles.Front and Rear Tires)and government mandated requirements.tariffs,and raw material surcharges will be passed through and added to factory invoices. Application Version 12.0.7 Data Version PRL-30D.O17 MY27 Farmington108SD PLUS 03 FREIGHTLINER ®12/15/2025 9:23 AM Page 17 of 23 Page 129 of 254 Prepared for: Dustin Burns MINNESOTA STATE OF 50 Sherburne Ave Suite112 ST PAUL,MN 55155 Phone:651-201-2441 €———-ISDin——)07 in —3 DIMENSIONS VEHICLESPECIFICATIONSSUMMARY-.DIMENSIONS Prepared by: Paul Zeidler I-STATE TRUCK CENTER 11152 COURTHOUSEBLVD. INVER GROVE HEIGHTS,MN 55077 Phone:6510634-6541 Mobile: E-Mail: pauI.zeidler@istatetruck.com Wheelbase (545).................................................................................................. ....................... 4125MM (162 INCH)WHEELBASE Rear Frame Overhang (552).........................................................1600MM (63 INCH)REAR FRAMEOVERHANG FifthWheel (578)........................................................................................................................NO FIFTH WHEEL Mounting Location (577).......................................................................................... ...................... NO FIFTH WHEEL LOCATION Maximum FonNard Position (in).................................................................... .................................................................... ............ 0 Maximum Rearward Position (in)................................................................... ................................................................... ........... 0 Amount of Slide Travel (in)...................................................................... ...................................................................... ............... 0 Slide Increment (in).................................................................... .................................................................... .............................. 0 Desired Slide Position (in)................................................................ ................................................................ ......................... 0.0 Cab Size (829).......................................108 INCH BBC FLATROOF ALUMINUMCONVENTIONALCAB Sleeper (682)......................................................................................... ...................................... NO SLEEPER BOX/SLEEPERCAB Exhaust System (016)........RH OUTBOARD UNDER STEP MOUNTED HORIZONTALAFTERTREATMENT SYSTEM ASSEMBLY WITHRH B-PILLARMOUNTEDVERTICALTAILPIPE Cab to Body Clearance (in)........................................................................ ........................................................................ ............. 3.0 TABLESUMMARY-DIMENSIONS Application Version 12.0.703 ®12/15/2025 9:23 AM Data Version PRL-30D.OI7 FREIG'HTUNER MY27 FarmingtoniOBSD PLUS Page 18 of 23 Page 130 of 254 Prepared for: Dustin Burns MINNESOTASTATE OF 50 Sherbume Ave Suite112 ST PAUL,MN 55155 Phonez'651-201-2441 ALEEE’SELQQQBZ._.WM“ Bumper to Centenine 01Front AxleEilnuwm FrontAxle to Back of Cab (AC)-_”__»__ WV“7“ Min.Cablo Bog Clearance(CB) Back 01CalligCenlenlne 0!Rear Axlelszgg?lm __ Elledive Back at Cab to Centerllne olRearAxlegngEje Back of Cab Protrusions Qhaus?lnlakg)‘191:) Back ggaQProkuslons (Side Exiengggrnmabigc?iI Back ol Cab Protruslons(CNG Tank)” » 3“"“039.919.1'91‘3199",a.. Back at Cab to End of Frame Cab Helmgg?z Wheelbase (WE) w_a191982_.___ OverallFrame_L_eng_ltl__M ~_ Overall Length (0111:) Rear Aramaic Unladen Frame Height’aiEe?E?iné‘Ef?éa’r‘Axie"’ Prepared by: Paul Zeidler l-STATE TRUCK CENTER 11152 COURTHOUSEBLVD. INVER GROVE HEIGHTS,MN 55077 Phone:6510634-6541 Mobile: E-Mail: paul.zeidler@istatetruck.com Performance calculations are estimates only If performance calculations are critical,please contact Customer Application Engineering.- ApplicationVersion 12.0.703 Data Version PRL—3ODt017 MY27 Farmington1OBSD PLUS FREIGHTLINER ®12/15/2025 9:23 AM Page 19 of 23 Page 131 of 254 Prepared for:Prepared by: Dustin Burns Paul Zeidler MINNESOTA STATE OF -l-STATE TRUCKCENTER 50 Sherburne Ave Suite112 11152 COURTHOUSEBLVD. 'ST PAUL.MN 55155 INVER GROVE HEIGHTS,MN Phone:651-201-2441 55077 Phone:6510634-6541 Mobile: E—Mail: pauI.zeidler@istatetruck.com GVWR ‘VEH'CLESPECIF'CAT'ONSSUMMARY.'_GVWR.....,...I . Cab Size (829)................................................................................108 INCH BBC FLATROOF ALUMINUMCONVENTIONALCAB Expected Front AxIe(s)Load (lbs)........................18000.0 Expected Pusher AxIe(s)Load (lbs).............0.0 Expected Rear AxIe(s)Load (lbs)...................................................23000.0 Expected Tag AxIe(s)Load (lbs)...........................................................0.0 Expected GVW (lbs)............................................................................ ............................................................................ .......... 41000 Expected GCW (lbs)..................................................................... ..................................................................... ............................. 0.0 Front Axle (400)....................................................DETROIT DA—F-18.0-518,000#FL1 71.0 KPI/3.74 DROP SINGLE FRONT AXLE Front Suspension (620)................................................................................................18,000#TAPERLEAF FRONT SUSPENSION Front Hubs (418)......................................................................................CONMET PRESET PLUS PREMIUM IRON FRONT HUBS Front Disc Wheels (502)..........ALCOA ULTRA ONE 89U64X 22.5X9.00 10-HUB PILOT 5.99 INSET ALUMINUMFRONT WHEELS Front Tires (093).......................................................................BRIDGESTONE M870 315/80R22.5 20 PLY RADIALFRONT TIRES Front Brakes (402).........MERITOR 16.5X6 Q+CAST SPIDER CAM FRONT BRAKES,DOUBLE ANCHOR,FABRICATEDSHOES Steering Gear (536)............................................................................................................. ......... TRW TAS-85 POWER STEERING Rear Axle (420)...........................................................................DETROIT DA—RS-23.0-423.000#R-SERIES SINGLE REAR AXLE Rear Suspension (622)..............................26,000#FLAT LEAF SPRING REAR SUSPENSION WITH HELPER AND RADIUSROD Rear Hubs (450)........................................................................................CONMET PRESET PLUS PREMIUM IRON REARHUBS Rear Disc Wheels (505)............................................ALCOA 88167X 22.5X8.25 10-HUB PILOT ALUMINUMDISC REARWHEELS Rear Tires (094).........................................................................................MICHELINXDSZ 11R22.5 16 PLY RADIALREARTIRES Rear Brakes (423)............MERITOR 16.5X7 Q+CAST SPIDER CAM REAR BRAKES.DOUBLE ANCHOR,FABRICATEDSHOES Pusher /Tag Axle (443)............................................................................................. ............................ NO PUSHER 0R TAG AXLE Pusher /Tag Suspension (626)........................................................................................ ........ NO PUSHER OR TAG SUSPENSION Pusher /Tag Hubs (449)............................................................................................NO PUSHER OR TAG HUBS Dead/Pusherfl'ag Disc Wheels (509)..............................................................NO PUSHERfTAG DISC WHEELS Pusher /Tag Tires (095)........................................NO PUSHER/TAGTIRES Pusher/Tag Brakes (456)....................................................................................................NO PUSHER/TAGBRAKES TABLE SUMMARY-GVWR Application Version 12.0.703 ®12/15/2025 9:23 AM Data Version PRL-BOD.017 m MY27 Farmington108SD PLUS Page 20 of 23 Page 132 of 254 Prepared for:Prepared by: Dustin Burns Paul Zeidler MINNESOTASTATE OF l-STATE TRUCK CENTER 50 Sherburne Ave Suite112 :11152 COURTHOUSEBLVD. ST PAUL,MN 55155 ‘'INVERGROVE HEIGHTS,MN Phone:651-201-2441 55077 Phone:6510634-6541 Mobile: E—Mail: paul.zeidler@istatetruck.com POW§iéErin . gustoeraxre) ExpectedGVWR .. Performance calculations are estimates only.If performance calculations are critical,please contact Customer Application Engineering. Application Version 12.0.703 ‘9 12/15/2025 9:23 AM Data Version PRL-30D.017 FEE/EHTUNER MY27 Farmington108SD PLUS Page 21 of 23 Page 133 of 254 Prepared for:Prepared by: Dustin Burns Paul Zeidler MINNESOTA STATE OF "‘I-STATE TRUCK CENTER 50 Sherburne Ave Suite112 ''11152 COURTHOUSE BLVD. ST PAUL.MN 55155 ‘ ‘INVERGROVE HEIGHTS,MN Phone:651-2012441 55077 Phone:6510634—6541 Mobile: E-MaiI: pauI.zeidler@istatetruck.com TRUCK'WEIGHT ,-tt ~Paylontljlbsjl Type :1 Varlable 0 I'PavloadCG trom Front of Body_(lt)7.0 GVW(pounds)174 l 3 VEHICLESPECIFICATIONSS ARY-,TR‘UCKWEIGHT .. Cab Size (829)................................................................................108 INCH BBC FLAT ROOF ALUMINUMCONVENTIONALCAB Expected Front AxIe(s)Load (lbs)..................................................................... ..................................................................... . 18000.0 Expected Pusher Axle(s)Load (lbs).................................................................... .................................................................... ........ 0.0 Expected Rear Axle(s)Load (lbs)..................................................................... ..................................................................... .. 23000.0 Expected Tag Ax|e(s)Load (lbs)..................................................................... ....................................... 0 0 Expected GVW (lbs)......................................................... ....................................... 41000 Expected GCW (lbs)................................................ ..... 0.0 Wheelbase (545)..........................................4125MM (162 INCH)WHEELBASE Pusher /Tag Axle (443)...................................NO PUSHER OR TAG AXLE Front Axle to Back of Cab (in).......................................................................................... Cab to Body Clearance (in)........................................................................................... ...Front Axle to Body (in).................................................................... .................................................................... ...................... 68 551 Truck Configuration (AAS)........................................................................................... .................. FRONT PLOW/END DUMP BODY Body Length (ft)..................................................................... ..................................................................... ............................ 14.0 Body Width (in).................................................................. .................................................................. ......................................... 96.0 Body Weight (lbs)............................................................................ ............................................................................ ........ 4300.0 Body Horiz CG from Body Front (ft).................................................................. .................................................................. ....... 5.9 Body Front to Rear Axle(s)CL (ft)............................................................ .......................................................... 782 Driver Weight (lbs)................................................................ ................................................................ ......................... 5000 Driver Horizontal CG from Front Axle (in)................................................................. .................... 22.498 Left-Hand Primary Fuel/Hydraulic Tank (204)7O GALLON/264LITERALUMINUMFUEL TANK-LH Left Fuel Tank Horizontal CG (in)............................................................ ....................................... 89.398 Right-Hand Primary Fuel/Hydraulic Tank (206).........................NO RH FUEL TANK Right Fuel Tank Horizontal CG (in)............................................................ ............................................................ ....................... 0 Application Version 12.0.703 ®12/15/2025 9:23 AM Data VersionPRL-30D.017 FREIGHTUNER MY27 Farmington1083D PLUS Page 22 of 23 Page 134 of 254 Prepared for: Dustin Burns MINNESOTASTATE OF 50 Sherburne Ave Suite112 ST PAUL,MN 55155 Phone:651-201-2441 Prepared by: Paul Zeidler I-STATE TRUCK CENTER 11152 COURTHOUSEBLVD. lNVER GROVE HEIGHTS,MN 55077 Phone:6510634-6541 Mobile: E—Mail: paul.zeidler@istatetruck.com TABLE SUMMARY-TRUCK WEIGHT 2‘,i gassisTare Fuel I Oll Driver Dealer Instiiiled0 Calculated Axle Loadgr_ EnactedAxleLoadsIG THICKTa'LW?QBJ._M_W_ _.._, Pa load Total Eload Distribution l "Axieig'riisaspuy'echpé‘h'iéi‘‘' Performance calculations are estimates only.If performance calculations are critical,please contact Customer Application Engineering. Application Version 120.703 ‘3' Data Version PRL—30D.017 FEE/EHTUNER MY27Farmington1OBSD PLUS 12/15/2025 9:23 AM Page 23 of 23 Page 135 of 254 TRKQT3MOD022324 Ship To: Cust: Phone:Bill To: Phone: ATTN: Reference No. Accepted by Date PO#Salesman Created Last Revised Appx CompTerms Serial No. Price: Total Discounts: Net Cost: Freight Total: FARMINGTON, CITY OF 19650 MUNICIPAL DRIVE FARMINGTON FARMINGTON, CITY OF 19650 MUNICIPAL DRIVE FARMINGTON RON LEY 651-775-5960 JOSH PAULSON QT 92489 NET 30 DAYS 12/13/24 5/06/25 3816 Order Comments: STATE OF MN CONTRACT # 267372 Build Instructions VALID THRU 02/28/2026 Other Instructions F.O.B. LITCHFIELD MN - OR- CUSTOMER W/FUEL CHARGE Qty Part No. Description Price Ea. Net Amt. 1 9900118 - Body 10'6" EDGE-RS/SCIS-46-36-36 - - 46" 7 ga Stainless $23,429.00 $23,429.00 Front, 36" 7 ga Stainless radius sides (No Pockets), 36" 7 ga St ainless Tailgate w/Hardox-450 Face, 1/4" Hardox-450 Floor, 8" I-Beam Longsills, Air-trip ready linkage, Underside Black 1 9901701 - Installation of Dump Body to hoist $2,262.00 $2,262.00 1 9900145 - Body acc'y TMTE Air trip kit, w/solenoid valve, $399.00 $399.00 1 9901702 - Installation of air operated tailgate latch kit, with $425.00 $425.00 solenoid valve in hydraulic valve enclosure. 1 9900147 - Body acc Box Vibrator - Cougar model DC3200 $796.00 $796.00 1 9901703 - Installation of Box Vibrator, with solenoid located in $496.00 $496.00 hydraulic valve enclosure. 1 9900156 - Cabshield, 1/2 type Stationary Free-Standing style,w/plain $4,551.00 $4,551.00 STAINLESS STEEL canopy, Hot-Dipped Galvanized tubing construction support stand, Slotted Center Viewing Window, (2) shovel holders, & reservior mounts, Installed. 1 9900207 - Ladder Flip-A-Way Access ladder (STAINLESS STEEL) Including $827.00 $827.00 Grab Handle above, and Interior Step, ea, Installed SPECIFY LOCATION HERE: LH REAR (PULLTARP APPLICATION) 1 9900214 - Body acc'y Tailgate LEVER TOP PIN release (Single Axle $852.00 $852.00 bodies only) *--- Continued ---* MN 55024 USA MN 55024 2/12/19 ** QUOTATION ** Page 136 of 254 TRKQT3MOD022324 Ship To: Cust: Phone:Bill To: Phone: ATTN: Reference No. Accepted by Date PO#Salesman Created Last Revised Appx CompTerms Serial No. Price: Total Discounts: Net Cost: Freight Total: FARMINGTON, CITY OF 19650 MUNICIPAL DRIVE FARMINGTON FARMINGTON, CITY OF 19650 MUNICIPAL DRIVE FARMINGTON RON LEY 651-775-5960 JOSH PAULSON QT 92489 NET 30 DAYS 12/13/24 5/06/25 3816 1 9900211 - Body acc'y Dual "split" sander manifolds in rear corner $534.00 $534.00 posts 1 9900215 - Light REAR Face Turn Lights w/Stainless Steel protectors $598.00 $598.00 (cabshield sides) 1 9904246 - Light Warning TMTE1SS-3 PKG: (2) STAINLESS STEEL 23H $4,995.00 $4,995.00 3-light LED Micro-Edge, (2) 5M-400 Super-LED, (2) Side TIR3 LED, (2 ) 400 Max B-T-T LED, & (2) 400 LED BU Lights, in Stainless M Housings, (1) TIR3 LED Wing light, and (2) 4" LED work lights Installed 1 9905778 - Light, Mirror Mounted ABL 3800 LED HEAD LAMP PLOW LIGHTS $1,506.00 $1,506.00 W/ICE MELTING TECHNOLOGY Installed 1 9900266 - Fender set Minimizer MIN2260, for Single Axle, black Poly, $1,195.00 $1,195.00 Installed 1 1991014 - Minimizer FKFRTL2B Floor Mat Set for Freightliner $249.00 $249.00 1 9905144 - Tarp Shur-Co Arm-Matic electric tarp SGL & TDM w/air lock $6,150.00 $6,150.00 kit, front hold down roller kit, & STD motor Installed 1 9900290 - Tool Box PRO-TECH Alum 18" x 18" x 24" tool box & Brackets $1,317.00 $1,317.00 Installed 1 9904691 - INSTALLATION of Initial camera system $426.00 $426.00 **NOTE: Mounted off of RH micro-edge tube mount for rear wing viewing. Wired as default camera 2 9904692 - Camera System option, NORTECH 9100-2HC 120 degree night $182.00 $364.00 vision CCD weather-proof HEATED camera, only *--- Continued ---* MN 55024 USA MN 55024 2/12/19 ** QUOTATION ** Page 137 of 254 TRKQT3MOD022324 Ship To: Cust: Phone:Bill To: Phone: ATTN: Reference No. Accepted by Date PO#Salesman Created Last Revised Appx CompTerms Serial No. Price: Total Discounts: Net Cost: Freight Total: FARMINGTON, CITY OF 19650 MUNICIPAL DRIVE FARMINGTON FARMINGTON, CITY OF 19650 MUNICIPAL DRIVE FARMINGTON RON LEY 651-775-5960 JOSH PAULSON QT 92489 NET 30 DAYS 12/13/24 5/06/25 3816 **NOTE: (1) FOR WING, (1) FOR REVERSE VIEW 2 9904693 - Camera System option, NORTECH 9100-4 Harness, 65' Waterproof $118.00 $236.00 1 9904694 - INSTALLATION of extra Camera, & Harness $213.00 $213.00 **NOTE: MOUNTED IN PROTECTIVE SHIELD ON LH REAR CORNERPOST, WITH WIRING TO QUE UP ON ACTIVATION OF REVERSE CIRCUIT, FOR REAR VIEWING. 1 1941405 - Camera Guard, SS, Bolt-On $43.00 $43.00 1 9905502 - PreCise ARC Sensor Mount #1126929, only $60.00 $60.00 1 9905835 - PreCise ARC Sensor #1117640, only, for Wireless GEN 5 $734.00 $734.00 CONTROLLER Applications (LESS MTG BRKT), installed 1 9900994 - Pre-Wet Up charge for hydraulic pump in lieu of gravity $3,578.00 $3,578.00 feed, on all systems, installed complete 1 9900299 - Pre-Wet Towmaster/Varitech LDS-TMR-110-EGF Body Side Mt Sys $3,427.00 $3,427.00 for Elliptical body. (2) 55 gal tanks, mtg hdwe, plumbing, 1 9902483 - Installation of TMR pre-wet system (New Towmaster Body) $1,275.00 $1,275.00 TO BE 2" FILL AND 2 INCH PLUMBING FOR PREWET PER CUSTOMERS REQUEST 1 9905480 - Pre-Wet SS Prewet Distrbution Pipe Thru Sander $631.00 $631.00 1 9901834 - Hoist OSP/Towmaster 720DH, Double Acting, W/Solid block $5,526.00 $5,526.00 rear hinge point, & OSHA approved saftey props 1 9901712 - Installation of SCISSORS TYPE double acting hoist $2,373.00 $2,373.00 1 9902924 - Scraper FALLS IB-10A 1" MB, w/single lift cylinder W/12" $9,834.00 $9,834.00 bolt-on extension (11' total), LESS CUTTING EDGES *--- Continued ---* MN 55024 USA MN 55024 2/12/19 ** QUOTATION ** Page 138 of 254 TRKQT3MOD022324 Ship To: Cust: Phone:Bill To: Phone: ATTN: Reference No. Accepted by Date PO#Salesman Created Last Revised Appx CompTerms Serial No. Price: Total Discounts: Net Cost: Freight Total: FARMINGTON, CITY OF 19650 MUNICIPAL DRIVE FARMINGTON FARMINGTON, CITY OF 19650 MUNICIPAL DRIVE FARMINGTON RON LEY 651-775-5960 JOSH PAULSON QT 92489 NET 30 DAYS 12/13/24 5/06/25 3816 1 9901705 - Installation of underbody fixed angle scraper w/single lift $3,546.00 $3,546.00 cylinder 1 9904232 - Scraper FORCE Up Charge Electric pressure transmitter to $429.00 $429.00 read on LCD screen installed 1 9900351 - Scraper FORCE reverse/Auto-Lift system, ADD-A-FOLD valve, $966.00 $966.00 installed 1 9902948 - Wing Falls RHSDL10A-HYDPB Primed LESS CUTTING EDGES $14,542.00 $14,542.00 1 9900388 - Installation Falls SDL Series Wing - w/Bulkhead Couplers $6,426.00 $6,426.00 1 9901431 - Wing Falls RL (REAR LIFT) up charge SDL WING $626.00 $626.00 1 9904688 - Wing Falls POST-LESS Toe Lift in lieu of Std Front post/slide system 1 9900479 - Wing Falls Gloss Black - Paint Moldboard $447.00 $447.00 1 9900555 - Plow Hitch Falls 44XB2/STD/STD/SA/SPR-RET/HITCH $4,319.00 $4,319.00 mount as close to hood as possible see last units 1 9900589 - Installation Falls Plow Hitch - 40 Series 3Line/STDBLKHD $2,532.00 $2,532.00 1 9903074 - Plow Falls Poly PTE-1248/TRP-EDG/NOSHU/POLY-BLK Plow LESS $13,048.00 $13,048.00 CUTTING EDGES 1 9900625 - Plow Push Unit Falls 24/44 Series Std $1,265.00 $1,265.00 1 9900637 - Plow Falls High Visibility Marker Set $151.00 $151.00 *--- Continued ---* MN 55024 USA MN 55024 2/12/19 ** QUOTATION ** Page 139 of 254 TRKQT3MOD022324 Ship To: Cust: Phone:Bill To: Phone: ATTN: Reference No. Accepted by Date PO#Salesman Created Last Revised Appx CompTerms Serial No. Price: Total Discounts: Net Cost: Freight Total: FARMINGTON, CITY OF 19650 MUNICIPAL DRIVE FARMINGTON FARMINGTON, CITY OF 19650 MUNICIPAL DRIVE FARMINGTON RON LEY 651-775-5960 JOSH PAULSON QT 92489 NET 30 DAYS 12/13/24 5/06/25 3816 1 9900639 - Plow Falls Rubber Belt Deflector Kit - Installed $489.00 $489.00 1 9900641 - Plow Falls Parking Stand - Screw Adj Style $377.00 $377.00 1 9902494 - Hitch 7 contact RV (flat pin) socket installed $230.00 $230.00 1 9900775 - Hitch TMTE Medium Duty Hitch Plate assembly $687.00 $687.00 1 9901172 - Hitch Installation of med duty hitch (Weld On) $283.00 $283.00 **NOTE: DRILLED FOR FUTURE PH20 PINTLE USE 1 9900791 - Sander Falls 1ASD-6CDSS-6P-1D-1S-LM, Salt Special 6", $6,686.00 $6,686.00 Stainless Steel Unit, LH Discharge, Single Poly Spinner Ass'y, co mplete sander (includes extra salt shield) **NOTE: Anti-Flow covers to be boltedso covers can't be removed without removing bolts. (See 2014 Pictures) **NOTE:Sander light connector and Auger feedback M12 connector recessed in LHCornerpost. 1 9901718 - Sander Install & dual manifold RH & LH rear $1,361.00 $1,361.00 1 9901348 - Sander TMTE Exterior Bolt-On Sander/Tailgate Spill Plates, $952.00 $952.00 Stainless Steel, Mill Finish 1 9900852 - Valve System, Force Add-A-Fold MCV-ISO Valve 10 Functions, $19,617.00 $19,617.00 INSTALLED **NOTE: BOX HOIST, PLOW LIFT, PLOW ANGLE, WING TOE, WING HEEL, WING PUSH-BAR, SCRAPER LIFT, AUGER, & SPINNER, PRE-WET 1 9902497 - Control System Force ULTRA-4-6100 Commander control, $15,168.00 $15,168.00 Installed **NOTE: Sander light connector and Auger feedback M12 connector *--- Continued ---* MN 55024 USA MN 55024 2/12/19 ** QUOTATION ** Page 140 of 254 TRKQT3MOD022324 Ship To: Cust: Phone:Bill To: Phone: ATTN: Reference No. Accepted by Date PO#Salesman Created Last Revised Appx CompTerms Serial No. Price: Total Discounts: Net Cost: Freight Total: FARMINGTON, CITY OF 19650 MUNICIPAL DRIVE FARMINGTON FARMINGTON, CITY OF 19650 MUNICIPAL DRIVE FARMINGTON RON LEY 651-775-5960 JOSH PAULSON QT 92489 NET 30 DAYS 12/13/24 5/06/25 3816 recessed in LH Cornerpost. Qty Part No. Description Price Ea. Net Amt. 1 9903288 - Control Add-on Force 6100 for Direct Application Valve $2,187.00 $2,187.00 Module, & Feedback, for 3 Lane only. 1 9900882 - Reservoir TMTE Cabshield mt (stainless steel) w/intank $4,641.00 $4,641.00 filter provision, installed 1 9900891 - Pump Force TXV92 (5.6 ci), for Allison Trans HOT SHIFT, W/ $7,896.00 $7,896.00 ELECT SHUT DOWN installed 1 9900871 - Switch TMTE BODY UP Installed (electric controls only) $258.00 $258.00 1 9900884 - Sensor Force Low oil indicator system, SLIM-LINE AND $317.00 $317.00 CABSHIELD MOUNTED w/light mounted in cab, installed 1 9900904 - Valve 2-port 1/2" Multi-Hose coupler system installed $1,265.00 $1,265.00 TO BE USED FOR ANTI- ICE TANK FOR QUICK REMOVAL OF UNIT 3 9900904 - Valve 2-port 1/2" Multi-Hose coupler system installed $1,265.00 $3,795.00 (1) FOR FRONT PLOW CONNECTIONS (2) FOR SANDER CONNECTIONS 1 9905014 - Hydraulic Valve Hose Guard installed $389.00 $389.00 1 9901745 - VariTech Ind. LDS AI1035-DAS HYD POWERED Anti-Ice System $16,205.00 $16,205.00 . 1 9901756 - VariTech Ind. Tank Tamer® Ball Baffle System AI1035 $2,088.00 $2,088.00 1 9901750 - VariTech Ind. 3 Lane Switch pkg/ for use with existing $592.00 $592.00 controller 1 9901752 - VariTech Ind. 3 Lane Plumbing Package UPGRADE, AI925-2600 $2,658.00 $2,658.00 *--- Continued ---* MN 55024 USA MN 55024 2/12/19 ** QUOTATION ** Page 141 of 254 TRKQT3MOD022324 Ship To: Cust: Phone:Bill To: Phone: ATTN: Reference No. Accepted by Date PO#Salesman Created Last Revised Appx CompTerms Serial No. Price: Total Discounts: Net Cost: Freight Total: FARMINGTON, CITY OF 19650 MUNICIPAL DRIVE FARMINGTON FARMINGTON, CITY OF 19650 MUNICIPAL DRIVE FARMINGTON RON LEY 651-775-5960 JOSH PAULSON QT 92489 NET 30 DAYS 12/13/24 5/06/25 3816 1 9901755 - VariTech Ind. Galvanized Free-Standing Leg option for Frame $1,829.00 $1,829.00 1 9901746 - Anti-Icing Installation of anti-icing system (SLIP IN TYPE) $1,568.00 $1,568.00 . 1 9902510 - Anti-Icing Retro Installation of anti-icing system (SLIP IN $1,152.00 $1,152.00 STYLE FOR ELLIPTICAL BODY) Add to Std Install 3 9903370 - VBL EconoFLEX J6K-3 carbide in rubber Flexible Plow Blade, $595.00 $1,785.00 3' wear part only **NOTE: (1) FOR SCRAPER, (2) FOR WING 6 9903371 - VBL EconoFLEX J6K-4 carbide in rubber Flexible Plow Blade, $793.00 $4,758.00 4' wear part only **NOTE: (3) FOR FRONT PLOW, (2) FOR SCRAPER, & (1) FOR WING 3 9903372 - VBL EconoFLEX J6K-ST3 Strap, 3', 1/2" x 3" x 36" CFSE $47.00 $141.00 **NOTE: (1) FOR SCRAPER, (2) FOR WING 6 9903373 - VBL EconoFLEX J6K-ST4 Strap, 4', 1/2" x 3" x 48" CFSE $61.00 $366.00 **NOTE: (3) FOR FRONT PLOW, (2) FOR SCRAPER, & (1) FOR WING 3 9903374 - VBL EconoFLEX J6K-BBW3 Base, 3', 1/2" x 4" x 36" FSB WABCO $74.00 $222.00 - 12" CTR **NOTE: (1) FOR SCRAPER, (2) FOR WING 6 9903375 - VBL EconoFLEX J6K-BBW4 Base, 4', 1/2" x 4" x 48" FSB WABCO $99.00 $594.00 - 12" CTR **NOTE: (3) FOR FRONT PLOW, (2) FOR SCRAPER, & (1) FOR WING 3 9903376 - VBL EconoFLEX Attachment Kit (Bolts & Nuts) for up to 12' $108.00 $324.00 assembly *--- Continued ---* MN 55024 USA MN 55024 2/12/19 ** QUOTATION ** Page 142 of 254 TRKQT3MOD022324 Ship To: Cust: Phone:Bill To: Phone: ATTN: Reference No. Accepted by Date PO#Salesman Created Last Revised Appx CompTerms Serial No. Price: Total Discounts: Net Cost: Freight Total: FARMINGTON, CITY OF 19650 MUNICIPAL DRIVE FARMINGTON FARMINGTON, CITY OF 19650 MUNICIPAL DRIVE FARMINGTON RON LEY 651-775-5960 JOSH PAULSON QT 92489 NET 30 DAYS 12/13/24 5/06/25 3816 $229,087.00 3 9903368 - VBL EconoFLEX J6K-V5 Curb Runner, RH/LH $203.00 $609.00 **NOTE: (2) FOR FRONT PLOW, (1) FOR WING 1 WARRANTY - TOWMASTER EXCLUSIVE WARRANTY: 5 yr Steel/Stainless Steel Body Structure; 5 yr Whelen LED Light Systems; 3 yr Palfinger Hoists; 4 yr SwapLoader Hoists; 2 yr Hyd, Snow Equip, Tele Hoists, and all otheritems. $229,087.00 $229,087.00 MN 55024 USA MN 55024 2/12/19 ** QUOTATION ** Page 143 of 254 General Terms and Conditions for the Sale of Goods by Subsidiaries of ASH North America, Inc 1.1. These General Terms and Conditions for the Sale of Goods (these "Terms") govern the sale and delivery of all goods and products(the "Products"), and all transactions incidental thereto, by such subsidiary of ASH North America, Inc. identified on the respective Confirmed Order (as defined below) as the seller or supplier ("Seller") to any of its customers (each a "Customer"). The liability of each such subsidiary under these Terms or any Confirmed Order shall be several and not joint. Customer acknowledges and agrees that nothing in these Terms or any Confirmed Order shall be construed as implying joint liability in any case of ASH North America, Inc. or any of its subsidiaries. Each Seller shall be solely responsible for its own acts or omissions under the respective agreement with Customer. 1.2. No other terms or conditions shall be of any force or effect unless otherwise specifically agreed upon by Seller in a writing duly executed by an authorized officer of Seller. These Terms supersede any and all prior oral quotations, communications, agreements, or understandings of the parties in respect to the sale and delivery of the Products. The Seller may issue additional Terms and Conditions of Sale for certain products. These shall apply in addition to to the present Terms. Any additional or different terms or conditions contained in Customer's Order (as defined below), response to Seller´s confirmation, or any other form or document supplied by Customer are hereby expressly rejected and are rendered null, void, and of no effect. These Terms may not be modified, amended, waived, superseded, or rescinded, except by written agreement signed by an authorized officer of Seller.Delivery of the Products by Seller does not constitute acceptance of any of Customer´s terms and conditions and do not serve to modify or amend these Terms. 1.3. The issuance of an Order (as defined below) by Customer to Seller or any communication or conduct of Customer which confirms an agreement for the delivery of Products by Seller, as well as acceptance in whole or in part by Customer of any delivery of Products by Seller, shall be construed as Customer´s acceptance of theseTerms. Status 2024 1. SCOPE AND VALIDITY 2. OFFERS, ORDERS AND CONFIRMATION 2.1. Unless otherwise specified by Seller in writing, all offers made by Seller are not binding and may be revoked by Seller at any time without any liability to Customer. 2.2. Customer shall issue to Seller orders for the purchase of Products, in written form via the order process determined by Seller from time to time (each, an "Order"). By issuing an Order to Seller, Customermakes an offer to purchase the Products pursuant to these Terms and the terms set forth on such Order. Provided that the Order contains the same terms as in Seller´s corresponding offer, the Order shall be binding on Customer for six (6) weeks after Seller´s receipt of such Order. 2.3. Seller may refuse an Order for any or no reason. No Order is binding upon Seller until Seller´s acceptance of the Order in writing, the issuance of any governmental permit, license, or authority to Seller, as may be required under applicable laws, rules and regulations, and the receipt by Seller of a resale license to be provided by Customer (a "Confirmed Order"). 2.4. Specifications and other information on drawings, data sheets, pictures, plans, brochures, catalogs, or Seller´s website shall not be binding on Seller unless such specifications and information have been agreed to in writing by Seller in a Confirmed Order. Notwithstanding a Confirmed Order, Seller shall have no obligation to deliver Products to Customer or otherwise fulfill any of its obligations set forth in a Confirmed Order if Customer is in breach of any of its obligations hereunder or any Confirmed Order. 2.5. Customer may submit to Seller written requests to change the terms of a Confirmed Order (each such request, a "Change Order Request"). Seller may, at its sole discretion, consider such Change Order Request, provided that Seller will have no obligation to perform any Change Order Request unless and until Seller has agreed in writing to adopt such Change Order Request. If Seller elects to consider such a Change Order Request, then Seller shall promptly notify Customer of any adjustment to the applicable purchase price for the Products. 2.6. In the event Customer cancels any Confirmed Order for any reason, Customer shall reimburse to Seller all of Seller´s costs and expenses associated with or incurred due to such cancellation, including but not limited to the cost of raw materials, labor, and storage if cancellation occurs before Seller´s commencement of production. In the event Customer cancels any Confirmed Order for any reason and Seller has started the production of the Product on the respective Confirmed Order, Customer shall pay to Seller the full purchase price. 2.7. Each Confirmed Order shall be considered a separate agreement between the parties, and any failure to deliver the Products under any Confirmed Order shall have no consequences for other deliveries of Products. 3. PRICES 3.1. Unless otherwise agreed to by the parties in the applicable Confirmed Order, the prices of the Products shall be FCA (agreed delivery location on the applicable Confirmed Order), Incoterms 2022. 3.2. Unless otherwise agreed by the parties in a Confirmed Order, the price of the Products shall not include transportation, insurance, packaging, and Tooling (as defined below) and other materials used for the manufacturing and delivery, sales or Heavy Vehicle Use Tax (HVUT), other use tax or any other similar applicable federal, state or foreign taxes, duties, levies, or charges in any jurisdiction in connection with the sale or delivery of the Products ("Taxes"), Such Taxes shall be payable by Customer, and if Seller is responsible for the collection thereof, such Taxes shall either be added to the price invoiced or be separately invoiced by Seller to Customer. Any special requests concerning shipping, transportation, and insurance shall be communicated to Seller in a timely manner and subject to Seller´s prior written approval. Customer shall bear all costs resulting from such requests.In case of lead delivery times of more than two (2) months, Customer hereby acknowledges and agrees that Seller, may, at its sole discretion, increase or decrease the agreed prices on any Confirmed Order in the event of material price changes in wages, materials, energy or raw material after the date of the Confirmed Order. 4. PAYMENT TERMS 4.1. Except as set forth in Section 4.2 or unless otherwise agreed in writing by Seller, the purchase price for the Products and all other amounts due under a Confirmed Order shall be due and payable in US dollars within thirty (30) days following the date of Seller´s invoice for such Products without any discount, deduction or offset whatsoever. In no event shall any loss, damage, injury or destruction, Force Majeure (as defined below), or any other event beyond Customer´s control release Customer from its obligation to make the payments required herein. Payment of all amounts due hereunder shall be made by bank transfer or in any other manner set forth on Seller´s invoice. Customer shall be solely responsible for any bank fees, or other fees, incurred due to the wire transfer or any other selected payment method. If Seller agrees to payment by credit card, Seller shall charge an appropriate transaction fee, which the Customer shall also pay. 4.2. In the event Seller becomes aware of circumstances or has reason to believe that there are circumstances that may have an adverse effect on Customer´s financial condition, Seller may require the Customer to pay the total amount of the purchase price or fees, or a portion thereof prior to the delivery of the Products. Seller may, without any liability to Customer, refuse the delivery of any Product in the event the Customer fails to make the payment as required under this Section 4.2. 4.3. Time is of the essence for the payment of all amounts due to Seller under any Confirmed Order. If Customer fails to make payments of any amount when due, Customer shall pay interest to Seller at the rate of one percent (1%) per month or such lesser amount as may be permitted by applicable law starting from the due date until payment to Seller of such amount in full. In addition to the interest, Seller may, at its sole discretion, charge the Customer a flat fee of $40 for each reminder notice issued to Customer due to late payments. If Customer fails to comply with these Terms or a Confirmed Order, or if Customer becomes insolvent, all balances then due and owing to Seller shall become due immediately, notwithstanding any payment terms agreed by the parties. All costs and expenses incurred by Seller with respect to the collection of overdue payments (including, without limitation, reasonable attorney´s fees, expert fees, and other expenses of litigation) shall be borne by Customer. Every payment by Customer shall first be Page 144 of 254 5.1. If Seller extends credit to Customer for the purchase price for any Products (including but not limited to pursuant to Section 4.1.), or any other amounts due to Seller, Customer hereby grants to Seller as security for the timely payment and performance of all Customer´s payment obligations to Seller, a first priority security interest (the "Security Interest") in all Products heretofore or in the future delivered to Customer and in the proceeds thereof for as long as such Products shall not have been sold by Customer in the ordinary course of business (the "Collateral"). Seller shall be entitled to file any and all financing, continuation, or similar statements under the Uniform Commercial Code in any jurisdiction and take any and all other action necessary or desirable, in Seller´s sole and absolute discretion, to perfect its Security Interest in the Collateral and to establish, continue, preserve, and protect Seller´s Security Interest in the Collateral. Customer agrees to take any and all actions and provide Customer with all information necessary to enable Seller to perfect and enforce its Security Interest in all jurisdictions and vis-à-vis any of Customer´s creditors, and hereby irrevocably grants to Seller a power of attorney to execute all necessarystatements or documents in Customer´s name for the perfection and enforcement of such Security Interest. The Security Interest shall remain in force until payment in full of the entire purchase price for such Products, and any other amounts due to Seller by Customer. Seller may, without notice, change or withdraw extensions of credit at any time. applied to pay for Seller´s cost of collection, then interest owed by Customer, and then to the oldest outstanding claim. 4.4. Notwithstanding anything in the foregoing Section 4.3 or Section 5, if the parties agreed on installment payments in a Confirmed Order and Customer fails to make any installment payment when due, the remaining balance including accrued interest, and any expenses incurred by Seller shall be due and payable to Seller promptly upon Customer´s receipt of written notice of delinquency from Seller. 5. SECURITY INTEREST 2 6. OBLIGATIONS OF CUSTOMER 6.1. Customer shall use the Products solely for their intended purpose and pursuant to Seller´s instructions, and agrees to use only qualified personnel for the handling of the Products. Customer shall ensure that its customers, employees, agents, and other representatives comply with this Section 6.1. and shall be responsible for their acts and omissions. 7. DELIVERY AND ACCEPTANCE 7.1. Unless otherwise agreed in writing by Seller, all deliveries of Products shall be made FCA (agreed delivery location) (Incoterms 2020) and title to and risk of loss for the Products shall pass to Customer upon delivery pursuant to this Section 7.1. 7.2. Any delivery and performance times or dates communicated by or on behalf of Seller are estimates and shall not be binding on Seller. Seller may make partial delivery of Products to be delivered under any Confirmed Order and invoice Customer separately for such partial deliveries or performance. If Customer has not received the Products after six (6) weeks from the estimated delivery date, Customer may make a written request to Seller for delivery. Customer hereby acknowledges and agrees that the actual delivery date of the Products is conditioned upon the complete, accurate and timely delivery of materials from Seller´s vendors and suppliers. No delay in delivery of any Productsshall relieve Customer of its obligation to accept the delivery or performance thereof and make payments of any amounts due in accordance with these Terms, including but not limited to delays caused governmental restrictions on exports or imports and similar measures. 7.3. Customer´s failure to accept the delivery of Products pursuant to a Confirmed Order shall not release or excuse Customer from its obligation to timely pay all amounts due in connection with such Confirmed Order. The Products shall be deemed delivered at the time theyhave been made available to Customer. If Customer rejects or revokes acceptance of Products, or fails to pay any amounts when due, Seller, in its sole and absolute discretion, may extend the period of delivery of Products by such period as Seller may deem reasonable with such period not exceeding three (3) months from the agreed delivery date, or withhold or cancel delivery of any Products, or cancel any or all Confirmed Orders without any further obligations to Customer whatsoever. In such event, Customer shall be responsible for any and all costs and expenses incurred, or damages or losses suffered by Seller in connection with any such delay notwithstanding any action or inaction by Seller with regard to such delay. Any remaining Products that have not been accepted by Customer within the extended delivery period determined by Seller will be delivered and invoiced by Seller to Customer and Customer agrees to accept such delivery and pay for the purchase price and other amounts payable for the delivered Products. 8. EXAMINATION AND CONFORMITY TO ORDER 8.1. Promptly upon receipt of any Products, Customer shall conduct a full and complete inspection of such Products as to any defects and to confirm compliance with all requirements of the applicable Confirmed Order. Customer shall notify Seller in writing of any packaging defects, apparent defects, or non-compliance of such Products with the applicable Confirmed Order that Customer has or could reasonably have discovered during such inspection within seven (7) days from the date of receipt of such Products, and Customer shall notify Seller in writing within three (3) days of the date on which Customer shall first have become aware of any hidden defect or non-compliance which could not reasonably have been discovered during Customer´s initial inspection of the Products. Such notification shall include reasonable details (including images) on the alleged defects including lot, batch,or Order numbers. 8.2. If Customer fails to timely notify Seller of any defects or other non-compliance of any Products delivered or Customer (or its customers, employees, agents, or representatives) uses, destroys, or modifiesany Products that Customer knows or should have known to be defective or non-compliant without Seller´s prior written consent, Customer shall be deemed to have unconditionally accepted such Products and waived all of its claims for breach of warranty or otherwise in respect of such Products. 8.3. Customer may only return the Products to Seller with Seller´s prior written approval. If the return has been approved by Seller, Customer shall return the Products to Seller at Customer´s sole risk and expense to the destination directed by Seller. 8.4. Complaints of Customer in connection with the shipping or transport shall be directed to the carrier promptly upon receipt of the delivery or the freight documents. 9. LIMITED PRODUCT WARRANTY 9.1. Seller warrants to Customer that the Products will be free of defects in material and workmanship and conform with the requirements set forth in the applicable Confirmed Order for a period of twelve (12) months from the date of delivery for new business Products and ninety (90) days for after sales Products. (the "Limited Product Warranty"). 9.2. Unless expressly agreed to in writing by Seller, Seller makes no warranty that the Products comply with applicable law, regulations,or specifications in any jurisdiction in which the Products may be used, integrated or incorporated. Any governmental or other approvals necessary in connection with the use, integration or incorporation of the Products shall be Customer´s sole responsibility. 9.3. The Limited Product Warranty shall be void if the Defect (as defined below) resulted from (a) improper or inadequate use, storage,handling, operation, integration, incorporation, assembly, maintenance, or unauthorized alteration, modification, repair of the Products (including without limitation, the use storage, handling, operation, or integration of the Products contrary to written instructions and/or recommendations of Seller or inadequate training of personnel), (b)changes to construction and materials pursuant to Customer´s requests, (c) use of improper tools, resources, or accessories including those but not limited to any third party tools, resources, or accessories that are not approved by Seller or not in accordance with Seller´s recommendations, instructions, or directions, (d) acts or omissions of Customer or third parties following delivery of the Product, (e) Customer´s failure to properly communicate Seller´s instructions and warnings to users of the Products, (f) Customer´s, its employees, agents, representatives, customers or any third party´s non-compliance with applicable laws, rules and regulation, (g) Force Majeure, or (h) ordinary wear and tear of the Products (e.g., sweep bristles). Page 145 of 254 10.1. IN NO EVENT SHALL SELLER BE LIABLE TO CUSTOMER, ITS CUSTOMERS, EMPLOYEES, AGENTS, AND OTHER REPRESENTATIVES FOR ANY INDIRECT, INCIDENTAL, PUNITIVE, SPECIAL OR CONSEQUENTIAL DAMAGES, INCLUDING BUT NOT LIMITED TO, DAMAGES FOR LOSS OF PROFITS, REVENUE, GOODWILL, OR USE, WHETHER IN AN ACTION IN CONTRACT, TORT, STRICT LIABILITY, OR IMPOSED BY STATUTE, OR OTHERWISE, EVEN IF SELLER WAS ADVISED OF THE POSSIBILITY OF SUCH DAMAGES. NOTWITHSTANDING ANY OF THE TERMS CONTAINED HEREIN, SELLER´S LIABILITY FOR ANY CLAIM èWHETHER BASED UPON CONTRACT, TORT, EQUITY, NEGLIGENCE, OR ANY OTHER LEGAL CONCEPT è SHALL IN NO EVENT EXCEED THE PURCHASE PRICE PAID BY THE CUSTOMER FOR THE PRODUCTS, GIVING RISE TO SUCH CLAIM. CUSTOMER HEREBY ACKNOWLEDGES AND AGREES THAT THE PROVISIONS OF THESE TERMS FAIRLY ALLOCATE THE RISKS BETWEEN SELLER AND CUSTOMER, THAT SELLER´S PRICING REFLECTS THIS ALLOCATION OF RISK, AND BUT FOR THIS ALLOCATION AND LIMITATION OF LIABILITY, SELLER WOULD NOT HAVE ENTERED INTO AN AGREEMENT WITH CUSTOMER FOR THE SALE OF THE PRODUCTS. 10.2. Seller shall not be liable for, and Customer assumes responsibility and shall indemnify, defend, and hold Seller harmless for any and all claims, including without limitation claims for personal injury or property damages, resulting from (a) the improper or inadequate use, storage, handling, operation, assembly, integration, incorporation, assembly, maintenance, or unauthorized alteration, modification, or repair of the Products (including without limitation, the use storage, handling, operation, or integration of the Products contrary to written instructions and/or recommendations of Seller or inadequate training of personnel), (b) changes to construction and materials pursuant to Customer´s requests, (c) use of improper tools, resources, or accessories including those but not limited to any third party tools, resources, or accessories that are not approved by Seller or not in accordance with Seller´s recommendations, instructions, or directions, (d) acts or omissions of failure to properly communicate Seller´s instructions and warnings to users of the Products, or (f) Customer´s, its employees, agents, representatives, customers or any third party´s non-compliance with applicable laws, rules and regulation, (g) Force Majeure, or (h) ordinary wear and tear of the Products (e.g., sweep bristles). 10.3. In jurisdictions that limit or preclude limitations or exclusion of remedies, damages, or liability, such as liability for gross negligence or willful misconduct or do not allow implied warranties to be excluded, the limitation or exclusion of warranties, remedies, damages, or liability set forth in these Terms are intended to apply to the maximum extent permitted by applicable law, and these Terms shall be deemed amended to comply with such limitations or exclusions. Customer may also have other rights that vary by state, country or other jurisdiction. 1.1. "Confidential Information" means: (i) any know-how, trade secrets, and other business or technical information of Seller that is confidential or proprietary or due to its nature or under the circumstances of its disclosure the Customer knows or has reason to know should be treated as confidential or proprietary, including but not limited to quotations, drawings, project documentation, samples and models. 11.2. Confidential Information does not include information that: (i) is or becomes generally known to the public through no fault or breach of these Terms by the Customer; (ii) is rightfully known by the Customerat the time of disclosure without an obligation of confidentiality; (iii) is independently developed by the Customer without use of Seller´s Confidential Information; (iv) is rightfully received by the Customer from a third party without restriction on use or disclosure; or (v) is disclosed with Seller´s prior written approval. 11.3. Customer shall not use Seller's Confidential Information except as necessary to use the Products and will not disclose such Confidential Information to any third party except to those of its employees, agents, subcontractors, or representatives who have a bona fide need to know such Confidential Information to enable Customer to use the Products; provided that each such employee, agent, subcontractor,and/or representative is/are bound by a written agreement that contains use and nondisclosure restrictions not less stringent than the terms set forth in this Section 11.3. The Customer will employ all reasonable steps to protect Seller´s Confidential Information from unauthorized use or disclosure, including, but not limited to, all steps that it takes to protect its own information of like importance. The foregoing obligations will not restrict the Customer from disclosing Seller's Confidential Information: (i) pursuant to the order or requirement of a court, administrative agency, or other governmental body, provided that the Customer gives reasonable notice to Seller to contest such order or requirement; (ii) to its legal or financial advisors; and (iii) as required under applicable securities regulations. 11.4. In the event of a violation or threatened violation of Customer´s obligations under this Section 11, Seller shall be entitled to seek equitable relief, including in the form of a restraining order, orders for preliminary or permanent injunction, specific performance and any other relief that may be available from any court, without the requirement to secure or post any bond, or show actual monetary damages in connection with such relief. These remedies shall not be deemed to be exclusive but in addition to all other remedies available under these Terms, at law, or in equity. 9.4. In the event of an alleged breach of the Limited Product Warranty (a "Defect"), Customer shall, at Customer´s sole expense, send the Product to Seller. Seller shall conduct the necessary tests on such Product within a reasonable period. If Seller confirms the Defect, Sellershall, at its sole option and discretion, repair or replace the Defective Product. If the repair or replacement of the Defective Product is commercially unreasonable to Seller, Seller may, at its sole discretion, issue a refund to Customer in the amount Seller deems adequate. Such repair, replacement, or refund shall be the sole liability of Seller and the sole remedy of Customer with respect to a Defect. In no event shall any warranty claims for a Defect be made after twelve (12) months from the date of Customer´s receipt of the Products. Any Products or parts returned to Seller for removal or repair under this Section 9.4 shall be the property of Seller. Any applicable Limited Product Warranty period shall not start anew with the repair or replacement of the Defective Product (or any portion thereof). 9.5. Except for Limited Product Warranty, SELLER HEREBY EXPRESSLY EXCLUDES AND DISCLAIMS ANY AND ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED, INCLUDING BUT NOT LIMITED TO THE IMPLIED WARRANTIES OF MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE OR NONINFRINGEMENT. Seller makes no other warranties with respect to the Products, and no person is authorized to make any warranties on behalf of Seller that are inconsistent with the warranties set forth under this Section 9. 10. LIMITATION OF LIABILITY 11. CONFIDENTIALITY 3 12. INTELLECTUAL PROPERTY 12.1 Seller reserves the sole and exclusive ownership of the intellectual property rights in the Products (including but not limited to the technology used to manufacture the Products) and any improvements thereof regardless of inventorship or authorship. Customer shall not (and shall cause its employees, agents, representatives and customers to not) reverse engineer, decompile, disassemble, or decode any of Seller´s intellectual property embedded or used in any of the Product. 13. FORCE MAJEURE 13.1. Seller shall not be responsible for any failure or delay in its performance under these Terms due to causes beyond its reasonable control, including, but not limited to, disruptions of the public power supply, communications, and transportation infrastructure, governmental measures, malware or hacker attacks, fire, extraordinary weather events, epidemics, pandemics (or any government restrictions implemented as a result thereof), nuclear and chemical accidents, earthquakes, war, terrorist attacks, labor disputes, strikes, lockouts, shortages of or inability to obtain labor, energy, raw materials or supplies, or other acts of God. 14. MISCELLANEOUS 14.1. If any provision contained in these Terms or any Confirmed Order is held by final judgment of a court of competent jurisdiction to be invalid, illegal, or unenforceable, such invalid, illegal, or unenforceable Page 146 of 254 16.1. These Terms and the Confirmed Orders shall be governed by and construed in accordance with the laws of the State of Wisconsin without giving effect to any choice or conflict of law provision or rule that would defer to or cause the application of the substantive laws of any jurisdiction other than Wisconsin. The parties hereby expressly exclude the application of the 1980 United Nations Convention on Contracts for the International Sale of Goods. 16.2. Any dispute, controversy, or claim arising out of or relating to these Terms and any Confirmed Order, including but not limited to the execution, performance, or termination thereof or to any issue of liability arising out of the performance of these Terms or any Confirmed Order, which the parties have not been able to settle amicably shall be submitted to the exclusive jurisdiction of the state or federal courts with jurisdiction in the County of Calumet, Wisconsin, provided that notwithstanding the foregoing, Seller shall be entitled to seek specific performance and injunctive relief in any court of competent jurisdiction. Each party hereby waives any and all claims, pleas, or defenses (including without limitation a plea for forum non conveniens) that would permit such party to seek the jurisdiction of any courts or arbitration tribunals other than those set forth in the preceding sentence. 16.3. EACH PARTY HEREBY WAIVES, TO THE FULLEST EXTENT PERMITTED BY APPLICABLE LAW, ANY RIGHT IT MAY HAVE TO A TRIAL BY JURY IN ANY LEGAL PROCEEDING DIRECTLY OR INDIRECTLY ARISING OUT OF OR RELATING TO THESE TERMS. 16. APPLICABLE LAW AND JURISDICTION 4 Order, the provisions of the Confirmed Order will govern and control. Seller may amend or modify these Terms from time to time. Seller may, at its sole discretion, provide Customer with written notice of any such changes, revisions, amendments, or modifications, provided, however that any such changes, revisions, amendments, or modifications shall become effective without any further action by any party and that they shall not apply to any Confirmed Order prior to the effective date of such changes, revisions, amendments, or modifications. provision shall be severed from the remainder of these Terms or such Confirmed Order, and the remainder of these Terms or such Confirmed Order shall be enforced. In addition, the invalid, illegal, or unenforceable provision shall be deemed to be automatically modified, and, as so modified, to be included in these Terms, such modification being made to the minimum extent necessary to render such provision valid, legal,and enforceable. 14.2. Seller may assign its rights and/or delegate its liabilities under any Confirmed Order at any time. Customer may not assign its rights or delegate its responsibilities under a Confirmed Order without Seller´s prior written consent. 14.3. Seller´s waiver of any breach or violation of these Terms or the provisions of any Confirmed Order by Customer shall not be construed as a waiver of any other present or future breach or breaches by Customer. 14.4. The parties hereto are independent contractors and nothing in these Terms will be construed as creating a joint venture, partnership, employment, or agency relationship between the parties. 14.5. Notices by a party regarding the exercise of rights and obligations under these Terms must be signed by authorized representatives of such party, and delivered via courier, mail, or e-mail to the other party´s address indicated in the applicable Confirmed Order, providedthat a notice by e-mail shall only be validly given if receipt thereof is acknowledged in writing by the recipient. 15. ENTIRE AGREEMENT; CONFLICTS. 15.1. These Terms, including the applicable Confirmed Order, constitute the entire and exclusive agreement of the parties regarding thesubject matter hereof and supersede any and all prior or contemporaneous agreements, communications, and understandings (both written and oral) regarding such subject matter. In the event of a conflict between the provisions of these Terms and the provisions of a Confirmed Page 147 of 254 REGULAR COUNCIL AGENDA MEMO To: Mayor, Councilmembers and City Administrator From: John Powell, Public Works Director Department: Engineering Subject: Receive Quotes and Award a Contract for the 2026 Winter Ash Tree & Stump Removal Meeting: Regular Council - Jan 20 2026 INTRODUCTION: The City continues to implement the approved Emerald Ash Borer (EAB) Management Plan in a manner that prioritizes public safety. Staff has identified the specific location and diameters of 145 ash trees to be removed as part of the 2026 Winter Ash Tree & Stump Removal project. DISCUSSION: For the 145 locations identified in the bid documents, the bid includes: Contractor shall inform residents of tree removal one week in advance of work; renotification is required if schedule is altered. Stumps are to be ground and shavings removed. Quality fill and seed are to be used for restoration according to City specifications. Allowable working hours are weekdays from 7 am to 7 pm. City Staff forwarded the Request for Quote documents to 17 area contractors; five responsive bids were received as shown on the attached tabulation and summarized as follows: Contractor Total Amount Easy Tree Service $ 89,540.00 Castle Rock Contracting & Tree Service $ 92,800.00 SavATree $ 135,140.00 ProTree $ 155,298.00 Birch Tree Care $ 166,750.00 The low bid is from Easy Tree Service for the total amount of $89,540.00; the completion date for this work is March 27, 2026. Easy Tree Service has successfully completed similar Page 148 of 254 projects for nearby communities. BUDGET IMPACT: Emerald Ash Borer related costs are budgeted under account 5812; these costs will be charged to the Contractual Services line item. ACTION REQUESTED: Staff recommends acceptance of the quotes and award of a contract for the 2026 Winter Ash Tree & Stump Removal project to Easy Tree Service for the quoted amount of $89,540.00 and authorizes the Mayor and City Administrator to execute same. ATTACHMENTS: 26-04 Quote Tabulation FINAL Standard Agreement for Contract Services Easy Tree Service 012026 w att Page 149 of 254 CITY OF FARMINGTON QUOTE TABULATION QUOTES DUE: JANUARY 13, 2026 AT 10:00 AM 2026 WINTER ASH TREE AND STUMP REMOVAL CP 26-04 89,540.00$ 92,800.00$ 135,140.00$ 155,298.45$ 166,750.00$ TREE STUMP TREE STUMP TREE STUMP TREE STUMP TREE STUMP REMOVAL REM/REST THIS TREE REMOVAL REM/REST THIS TREE REMOVAL REM/REST THIS TREE REMOVAL REM/REST THIS TREE REMOVAL REM/REST THIS TREE TREE ID ADDRESS DBH AMOUNT AMOUNT TOTAL PRICE AMOUNT AMOUNT TOTAL PRICE AMOUNT AMOUNT TOTAL PRICE AMOUNT AMOUNT TOTAL PRICE AMOUNT AMOUNT TOTAL PRICE 11860 19426 Evening Star 20 $ 385.00 275.00$ 660.00$ 400.00$ 240.00$ 640.00$ 624.00$ 265.00$ 889.00$ 950.00$ 209.00$ 1,159.00$ 900.00$ 250.00$ 1,150.00$ 10724 19153 Everest Trl 23 $ 385.00 275.00$ 660.00$ 400.00$ 240.00$ 640.00$ 718.00$ 305.00$ 1,023.00$ 950.00$ 240.35$ 1,190.35$ 900.00$ 250.00$ 1,150.00$ 8847 19290 EUREKA AVE 22 $ 385.00 275.00$ 660.00$ 400.00$ 240.00$ 640.00$ 687.00$ 291.00$ 978.00$ 950.00$ 240.35$ 1,190.35$ 900.00$ 250.00$ 1,150.00$ 8846 19310 EUREKA AVE 20 $ 385.00 275.00$ 660.00$ 400.00$ 240.00$ 640.00$ 624.00$ 265.00$ 889.00$ 950.00$ 209.00$ 1,159.00$ 900.00$ 250.00$ 1,150.00$ 8837 19410 EUCLID PATH 35 $ 495.00 385.00$ 880.00$ 400.00$ 240.00$ 640.00$ 1,093.00$ 463.00$ 1,556.00$ 2,660.00$ 356.25$ 3,016.25$ 900.00$ 250.00$ 1,150.00$ 8833 5721 193RD ST W 13 $ 165.00 165.00$ 330.00$ 400.00$ 240.00$ 640.00$ 406.00$ 172.00$ 578.00$ 285.00$ 125.40$ 410.40$ 900.00$ 250.00$ 1,150.00$ 8832 5741 193RD ST W 21 $ 385.00 275.00$ 660.00$ 400.00$ 240.00$ 640.00$ 656.00$ 278.00$ 934.00$ 950.00$ 209.00$ 1,159.00$ 900.00$ 250.00$ 1,150.00$ 8830 19068 EUCLID PATH 33 $ 495.00 385.00$ 880.00$ 400.00$ 240.00$ 640.00$ 1,030.00$ 437.00$ 1,467.00$ 2,470.00$ 332.50$ 2,802.50$ 900.00$ 250.00$ 1,150.00$ 8829 19097 EUCLID PATH 23 $ 385.00 275.00$ 660.00$ 400.00$ 240.00$ 640.00$ 718.00$ 305.00$ 1,023.00$ 950.00$ 240.35$ 1,190.35$ 900.00$ 250.00$ 1,150.00$ 8828 19110 EUCLID PATH 17 $ 275.00 220.00$ 495.00$ 400.00$ 240.00$ 640.00$ 531.00$ 225.00$ 756.00$ 380.00$ 157.70$ 537.70$ 900.00$ 250.00$ 1,150.00$ 8824 19187 ESTATE AVE 30 $ 495.00 385.00$ 880.00$ 400.00$ 240.00$ 640.00$ 937.00$ 397.00$ 1,334.00$ 2,280.00$ 308.75$ 2,588.75$ 900.00$ 250.00$ 1,150.00$ 8818 19216 EVENSTON DR 19 $ 275.00 220.00$ 495.00$ 400.00$ 240.00$ 640.00$ 593.00$ 252.00$ 845.00$ 427.50$ 188.10$ 615.60$ 900.00$ 250.00$ 1,150.00$ 8817 19216 EVENSTON DR 21 $ 385.00 275.00$ 660.00$ 400.00$ 240.00$ 640.00$ 656.00$ 278.00$ 934.00$ 285.00$ 209.00$ 494.00$ 900.00$ 250.00$ 1,150.00$ 8816 19224 EVENSTON DR 16 $ 275.00 220.00$ 495.00$ 400.00$ 240.00$ 640.00$ 500.00$ 212.00$ 712.00$ 380.00$ 157.70$ 537.70$ 900.00$ 250.00$ 1,150.00$ 8815 19216 EVENSTON DR 16 $ 275.00 220.00$ 495.00$ 400.00$ 240.00$ 640.00$ 500.00$ 212.00$ 712.00$ 380.00$ 157.70$ 537.70$ 900.00$ 250.00$ 1,150.00$ 8814 19232 EVENSTON DR 22 $ 385.00 275.00$ 660.00$ 400.00$ 240.00$ 640.00$ 687.00$ 291.00$ 978.00$ 950.00$ 240.35$ 1,190.35$ 900.00$ 250.00$ 1,150.00$ 8813 19232 EVENSTON DR 20 $ 385.00 275.00$ 660.00$ 400.00$ 240.00$ 640.00$ 624.00$ 265.00$ 889.00$ 950.00$ 209.00$ 1,159.00$ 900.00$ 250.00$ 1,150.00$ 8812 19240 EVENSTON DR 15 $ 275.00 220.00$ 495.00$ 400.00$ 240.00$ 640.00$ 468.00$ 199.00$ 667.00$ 332.50$ 146.30$ 478.80$ 900.00$ 250.00$ 1,150.00$ 8811 19240 EVENSTON DR 14 $ 165.00 165.00$ 330.00$ 400.00$ 240.00$ 640.00$ 437.00$ 185.00$ 622.00$ 332.50$ 146.30$ 478.80$ 900.00$ 250.00$ 1,150.00$ 8806 19221 EVENSTON DR 22 $ 385.00 275.00$ 660.00$ 400.00$ 240.00$ 640.00$ 687.00$ 291.00$ 978.00$ 950.00$ 240.35$ 1,190.35$ 900.00$ 250.00$ 1,150.00$ 8805 19209 EVENSTON DR 20 $ 385.00 275.00$ 660.00$ 400.00$ 240.00$ 640.00$ 624.00$ 265.00$ 889.00$ 950.00$ 209.00$ 1,159.00$ 900.00$ 250.00$ 1,150.00$ 8804 19199 EVENSTON DR 20 $ 385.00 275.00$ 660.00$ 400.00$ 240.00$ 640.00$ 624.00$ 265.00$ 889.00$ 950.00$ 209.00$ 1,159.00$ 900.00$ 250.00$ 1,150.00$ 8802 19209 EVENSTON DR 17 $ 275.00 220.00$ 495.00$ 400.00$ 240.00$ 640.00$ 531.00$ 225.00$ 756.00$ 380.00$ 157.70$ 537.70$ 900.00$ 250.00$ 1,150.00$ 8801 19209 EVENSTON DR 23 $ 385.00 275.00$ 660.00$ 400.00$ 240.00$ 640.00$ 718.00$ 305.00$ 1,023.00$ 950.00$ 240.35$ 1,190.35$ 900.00$ 250.00$ 1,150.00$ 8800 19204 EVENSTON DR 19 $ 275.00 220.00$ 495.00$ 400.00$ 240.00$ 640.00$ 593.00$ 252.00$ 845.00$ 427.50$ 188.10$ 615.60$ 900.00$ 250.00$ 1,150.00$ 8799 19182 EVENSTON DR 16 $ 275.00 220.00$ 495.00$ 400.00$ 240.00$ 640.00$ 500.00$ 212.00$ 712.00$ 380.00$ 157.70$ 537.70$ 900.00$ 250.00$ 1,150.00$ 8795 19181 EVENSTON DR 23 $ 385.00 275.00$ 660.00$ 400.00$ 240.00$ 640.00$ 718.00$ 305.00$ 1,023.00$ 950.00$ 240.35$ 1,190.35$ 900.00$ 250.00$ 1,150.00$ 8794 19171 EVENSTON DR 20 $ 385.00 275.00$ 660.00$ 400.00$ 240.00$ 640.00$ 624.00$ 265.00$ 889.00$ 950.00$ 209.00$ 1,159.00$ 900.00$ 250.00$ 1,150.00$ 8793 19142 EVENSTON DR 14 $ 165.00 165.00$ 330.00$ 400.00$ 240.00$ 640.00$ 437.00$ 185.00$ 622.00$ 342.50$ 146.30$ 488.80$ 900.00$ 250.00$ 1,150.00$ 8792 19142 EVENSTON DR 18 $ 275.00 220.00$ 495.00$ 400.00$ 240.00$ 640.00$ 562.00$ 238.00$ 800.00$ 427.50$ 188.10$ 615.60$ 900.00$ 250.00$ 1,150.00$ 8789 19208 EVEREST PATH 22 $ 385.00 275.00$ 660.00$ 400.00$ 240.00$ 640.00$ 687.00$ 291.00$ 978.00$ 950.00$ 240.35$ 1,190.35$ 900.00$ 250.00$ 1,150.00$ 8788 19228 EVEREST PATH 26 $ 440.00 330.00$ 770.00$ 400.00$ 240.00$ 640.00$ 812.00$ 344.00$ 1,156.00$ 1,425.00$ 271.70$ 1,696.70$ 900.00$ 250.00$ 1,150.00$ 8787 19228 EVEREST PATH 22 $ 385.00 275.00$ 660.00$ 400.00$ 240.00$ 640.00$ 687.00$ 291.00$ 978.00$ 950.00$ 240.35$ 1,190.35$ 900.00$ 250.00$ 1,150.00$ 8786 19348 EVEREST PATH 24 $ 385.00 275.00$ 660.00$ 400.00$ 240.00$ 640.00$ 749.00$ 318.00$ 1,067.00$ 1,140.00$ 250.80$ 1,390.80$ 900.00$ 250.00$ 1,150.00$ 8785 19348 EVEREST PATH 27 $ 440.00 330.00$ 770.00$ 400.00$ 240.00$ 640.00$ 843.00$ 357.00$ 1,200.00$ 1,425.00$ 271.70$ 1,696.70$ 900.00$ 250.00$ 1,150.00$ 8784 19366 EVEREST PATH 22 $ 385.00 275.00$ 660.00$ 400.00$ 240.00$ 640.00$ 687.00$ 291.00$ 978.00$ 950.00$ 240.35$ 1,190.35$ 900.00$ 250.00$ 1,150.00$ 8783 19380 EVEREST PATH 18 $ 275.00 220.00$ 495.00$ 400.00$ 240.00$ 640.00$ 562.00$ 238.00$ 800.00$ 427.50$ 188.10$ 615.60$ 900.00$ 250.00$ 1,150.00$ 8782 19414 EVEREST PATH 25 $ 440.00 330.00$ 770.00$ 400.00$ 240.00$ 640.00$ 781.00$ 331.00$ 1,112.00$ 1,140.00$ 250.80$ 1,390.80$ 900.00$ 250.00$ 1,150.00$ 8781 19438 EVEREST PATH 25 $ 440.00 330.00$ 770.00$ 400.00$ 240.00$ 640.00$ 781.00$ 331.00$ 1,112.00$ 1,140.00$ 250.80$ 1,390.80$ 900.00$ 250.00$ 1,150.00$ 8776 19342 EVENING STAR WAY 20 $ 385.00 275.00$ 660.00$ 400.00$ 240.00$ 640.00$ 624.00$ 265.00$ 889.00$ 950.00$ 209.00$ 1,159.00$ 900.00$ 250.00$ 1,150.00$ 8775 19342 EVENING STAR WAY 22 $ 385.00 275.00$ 660.00$ 400.00$ 240.00$ 640.00$ 687.00$ 291.00$ 978.00$ 950.00$ 240.35$ 1,190.35$ 900.00$ 250.00$ 1,150.00$ 8774 19317 EVENING STAR WAY 21 $ 385.00 275.00$ 660.00$ 400.00$ 240.00$ 640.00$ 656.00$ 278.00$ 934.00$ 950.00$ 209.00$ 1,159.00$ 900.00$ 250.00$ 1,150.00$ 8772 19320 EVENING STAR WAY 23 $ 385.00 275.00$ 660.00$ 400.00$ 240.00$ 640.00$ 718.00$ 305.00$ 1,023.00$ 950.00$ 240.35$ 1,190.35$ 900.00$ 250.00$ 1,150.00$ Birch Tree CareSavATreeEasy Tree Service TOTAL QUOTE: Castle Rock Contracting ProTree Pa g e 1 5 0 o f 2 5 4 TREE STUMP TREE STUMP TREE STUMP TREE STUMP TREE STUMP REMOVAL REM/REST THIS TREE REMOVAL REM/REST THIS TREE REMOVAL REM/REST THIS TREE REMOVAL REM/REST THIS TREE REMOVAL REM/REST THIS TREE TREE ID ADDRESS DBH AMOUNT AMOUNT TOTAL PRICE AMOUNT AMOUNT TOTAL PRICE AMOUNT AMOUNT TOTAL PRICE AMOUNT AMOUNT TOTAL PRICE AMOUNT AMOUNT TOTAL PRICE Birch Tree CareSavATreeEasy Tree Service Castle Rock Contracting ProTree 8771 19320 EVENING STAR WAY 24 $ 385.00 275.00$ 660.00$ 400.00$ 240.00$ 640.00$ 749.00$ 318.00$ 1,067.00$ 1,140.00$ 250.80$ 1,390.80$ 900.00$ 250.00$ 1,150.00$ 8770 5805 193RD ST W 22 $ 385.00 275.00$ 660.00$ 400.00$ 240.00$ 640.00$ 687.00$ 291.00$ 978.00$ 950.00$ 240.35$ 1,190.35$ 900.00$ 250.00$ 1,150.00$ 8764 5794 193RD ST W 26 $ 440.00 330.00$ 770.00$ 400.00$ 240.00$ 640.00$ 812.00$ 344.00$ 1,156.00$ 1,425.00$ 271.70$ 1,696.70$ 900.00$ 250.00$ 1,150.00$ 8763 5794 193RD ST W 18 $ 275.00 220.00$ 495.00$ 400.00$ 240.00$ 640.00$ 562.00$ 238.00$ 800.00$ 427.50$ 188.10$ 615.60$ 900.00$ 250.00$ 1,150.00$ 8762 5794 193RD ST W 23 $ 385.00 275.00$ 660.00$ 400.00$ 240.00$ 640.00$ 718.00$ 305.00$ 1,023.00$ 950.00$ 240.35$ 1,190.35$ 900.00$ 250.00$ 1,150.00$ 8761 5794 193RD ST W 17 $ 275.00 220.00$ 495.00$ 400.00$ 240.00$ 640.00$ 531.00$ 225.00$ 756.00$ 380.00$ 157.70$ 537.70$ 900.00$ 250.00$ 1,150.00$ 8759 19299 EVENING STAR WAY 22 $ 385.00 275.00$ 660.00$ 400.00$ 240.00$ 640.00$ 687.00$ 291.00$ 978.00$ 950.00$ 240.35$ 1,190.35$ 900.00$ 250.00$ 1,150.00$ 8758 19299 EVENING STAR WAY 22 $ 385.00 275.00$ 660.00$ 400.00$ 240.00$ 640.00$ 687.00$ 291.00$ 978.00$ 950.00$ 240.35$ 1,190.35$ 900.00$ 250.00$ 1,150.00$ 8756 19298 EVENING STAR WAY 20 $ 385.00 275.00$ 660.00$ 400.00$ 240.00$ 640.00$ 624.00$ 265.00$ 889.00$ 950.00$ 209.00$ 1,159.00$ 900.00$ 250.00$ 1,150.00$ 8755 19247 EVENING STAR WAY 13 $ 165.00 165.00$ 330.00$ 400.00$ 240.00$ 640.00$ 406.00$ 172.00$ 578.00$ 285.00$ 125.40$ 410.40$ 900.00$ 250.00$ 1,150.00$ 8754 19261 EVENING STAR WAY 21 $ 385.00 275.00$ 660.00$ 400.00$ 240.00$ 640.00$ 656.00$ 278.00$ 934.00$ 950.00$ 209.00$ 1,159.00$ 900.00$ 250.00$ 1,150.00$ 8753 19188 EVENING STAR WAY 20 $ 385.00 275.00$ 660.00$ 400.00$ 240.00$ 640.00$ 624.00$ 265.00$ 889.00$ 950.00$ 209.00$ 1,159.00$ 900.00$ 250.00$ 1,150.00$ 8752 19187 EVENING STAR WAY 18 $ 275.00 220.00$ 495.00$ 400.00$ 240.00$ 640.00$ 562.00$ 238.00$ 800.00$ 427.50$ 188.10$ 615.60$ 900.00$ 250.00$ 1,150.00$ 8751 19201 EVENING STAR WAY 21 $ 385.00 275.00$ 660.00$ 400.00$ 240.00$ 640.00$ 656.00$ 278.00$ 934.00$ 950.00$ 209.00$ 1,159.00$ 900.00$ 250.00$ 1,150.00$ 8750 19201 EVENING STAR WAY 17 $ 275.00 220.00$ 495.00$ 400.00$ 240.00$ 640.00$ 531.00$ 225.00$ 756.00$ 380.00$ 157.70$ 537.70$ 900.00$ 250.00$ 1,150.00$ 8749 19201 EVENING STAR WAY 19 $ 275.00 220.00$ 495.00$ 400.00$ 240.00$ 640.00$ 593.00$ 252.00$ 845.00$ 427.50$ 188.10$ 615.60$ 900.00$ 250.00$ 1,150.00$ 8748 19164 EVENING STAR WAY 20 $ 385.00 275.00$ 660.00$ 400.00$ 240.00$ 640.00$ 624.00$ 265.00$ 889.00$ 950.00$ 209.00$ 1,159.00$ 900.00$ 250.00$ 1,150.00$ 8745 19142 EVENING STAR WAY 15 $ 275.00 220.00$ 495.00$ 400.00$ 240.00$ 640.00$ 468.00$ 199.00$ 667.00$ 332.50$ 146.30$ 478.80$ 900.00$ 250.00$ 1,150.00$ 8742 19142 EVENING STAR WAY 20 $ 385.00 275.00$ 660.00$ 400.00$ 240.00$ 640.00$ 624.00$ 265.00$ 889.00$ 950.00$ 209.00$ 1,159.00$ 900.00$ 250.00$ 1,150.00$ 8741 19128 EVENING STAR WAY 19 $ 275.00 220.00$ 495.00$ 400.00$ 240.00$ 640.00$ 593.00$ 252.00$ 845.00$ 427.50$ 188.10$ 615.60$ 900.00$ 250.00$ 1,150.00$ 8740 5781 191ST ST W 24 $ 385.00 275.00$ 660.00$ 400.00$ 240.00$ 640.00$ 749.00$ 318.00$ 1,067.00$ 1,140.00$ 250.80$ 1,390.80$ 900.00$ 250.00$ 1,150.00$ 8739 5753 191ST ST W 18 $ 275.00 220.00$ 495.00$ 400.00$ 240.00$ 640.00$ 562.00$ 238.00$ 800.00$ 427.50$ 188.10$ 615.60$ 900.00$ 250.00$ 1,150.00$ 8738 19116 EVENING STAR WAY 19 $ 275.00 220.00$ 495.00$ 400.00$ 240.00$ 640.00$ 593.00$ 252.00$ 845.00$ 427.50$ 188.10$ 615.60$ 900.00$ 250.00$ 1,150.00$ 8737 19116 EVENING STAR WAY 15 $ 275.00 220.00$ 495.00$ 400.00$ 240.00$ 640.00$ 468.00$ 199.00$ 667.00$ 332.00$ 146.30$ 478.30$ 900.00$ 250.00$ 1,150.00$ 8736 5760 191ST ST W 12 $ 165.00 165.00$ 330.00$ 400.00$ 240.00$ 640.00$ 375.00$ 159.00$ 534.00$ 285.00$ 125.40$ 410.40$ 900.00$ 250.00$ 1,150.00$ 8735 5760 191ST ST W 17 $ 275.00 220.00$ 495.00$ 400.00$ 240.00$ 640.00$ 531.00$ 225.00$ 756.00$ 380.00$ 157.70$ 537.70$ 900.00$ 250.00$ 1,150.00$ 8734 5760 191ST ST W 16 $ 275.00 220.00$ 495.00$ 400.00$ 240.00$ 640.00$ 500.00$ 212.00$ 712.00$ 380.00$ 157.70$ 537.70$ 900.00$ 250.00$ 1,150.00$ 8733 5760 191ST ST W 17 $ 275.00 220.00$ 495.00$ 400.00$ 240.00$ 640.00$ 531.00$ 225.00$ 756.00$ 380.00$ 157.70$ 537.70$ 900.00$ 250.00$ 1,150.00$ 8731 19114 EVENSTON DR 17 $ 275.00 220.00$ 495.00$ 400.00$ 240.00$ 640.00$ 531.00$ 225.00$ 756.00$ 380.00$ 157.70$ 537.70$ 900.00$ 250.00$ 1,150.00$ 8730 19114 EVENSTON DR 17 $ 275.00 220.00$ 495.00$ 400.00$ 240.00$ 640.00$ 531.00$ 225.00$ 756.00$ 380.00$ 157.70$ 537.70$ 900.00$ 250.00$ 1,150.00$ 8726 19066 EVEREST PATH 16 $ 275.00 220.00$ 495.00$ 400.00$ 240.00$ 640.00$ 500.00$ 212.00$ 712.00$ 380.00$ 157.70$ 537.70$ 900.00$ 250.00$ 1,150.00$ 8724 19066 EVEREST PATH 24 $ 385.00 275.00$ 660.00$ 400.00$ 240.00$ 640.00$ 749.00$ 318.00$ 1,067.00$ 1,140.00$ 250.80$ 1,390.80$ 900.00$ 250.00$ 1,150.00$ 8723 19329 EVEREST PATH 25 $ 440.00 330.00$ 770.00$ 400.00$ 240.00$ 640.00$ 781.00$ 331.00$ 1,112.00$ 1,140.00$ 250.80$ 1,390.80$ 900.00$ 250.00$ 1,150.00$ 8722 19353 EVEREST PATH 22 $ 385.00 275.00$ 660.00$ 400.00$ 240.00$ 640.00$ 687.00$ 291.00$ 978.00$ 950.00$ 240.35$ 1,190.35$ 900.00$ 250.00$ 1,150.00$ 8721 19353 EVEREST PATH 20 $ 385.00 275.00$ 660.00$ 400.00$ 240.00$ 640.00$ 624.00$ 256.00$ 880.00$ 950.00$ 209.00$ 1,159.00$ 900.00$ 250.00$ 1,150.00$ 8720 19401 EVEREST PATH 20 $ 385.00 275.00$ 660.00$ 400.00$ 240.00$ 640.00$ 624.00$ 256.00$ 880.00$ 950.00$ 209.00$ 1,159.00$ 900.00$ 250.00$ 1,150.00$ 8719 19401 EVEREST PATH 23 $ 385.00 275.00$ 660.00$ 400.00$ 240.00$ 640.00$ 718.00$ 305.00$ 1,023.00$ 950.00$ 240.35$ 1,190.35$ 900.00$ 250.00$ 1,150.00$ 8718 19401 EVEREST PATH 24 $ 385.00 275.00$ 660.00$ 400.00$ 240.00$ 640.00$ 749.00$ 318.00$ 1,067.00$ 1,140.00$ 250.80$ 1,390.80$ 900.00$ 250.00$ 1,150.00$ 8717 19449 EVEREST PATH 23 $ 385.00 275.00$ 660.00$ 400.00$ 240.00$ 640.00$ 718.00$ 305.00$ 1,023.00$ 950.00$ 240.35$ 1,190.35$ 900.00$ 250.00$ 1,150.00$ 8715 19381 EVENING STAR WAY 21 $ 385.00 275.00$ 660.00$ 400.00$ 240.00$ 640.00$ 656.00$ 278.00$ 934.00$ 950.00$ 209.00$ 1,159.00$ 900.00$ 250.00$ 1,150.00$ 8713 19401 EVENING STAR WAY 27 $ 440.00 330.00$ 770.00$ 400.00$ 240.00$ 640.00$ 843.00$ 357.00$ 1,200.00$ 1,425.00$ 271.70$ 1,696.70$ 900.00$ 250.00$ 1,150.00$ 8712 19401 EVENING STAR WAY 20 $ 385.00 275.00$ 660.00$ 400.00$ 240.00$ 640.00$ 624.00$ 256.00$ 880.00$ 950.00$ 209.00$ 1,159.00$ 900.00$ 250.00$ 1,150.00$ 8711 19401 EVENING STAR WAY 22 $ 385.00 275.00$ 660.00$ 400.00$ 240.00$ 640.00$ 687.00$ 291.00$ 978.00$ 950.00$ 240.35$ 1,190.35$ 900.00$ 250.00$ 1,150.00$ 8709 19404 EVENING STAR WAY 25 $ 440.00 330.00$ 770.00$ 400.00$ 240.00$ 640.00$ 781.00$ 331.00$ 1,112.00$ 1,140.00$ 250.80$ 1,390.80$ 900.00$ 250.00$ 1,150.00$ 8704 19426 EVENING STAR WAY 20 $ 385.00 275.00$ 660.00$ 400.00$ 240.00$ 640.00$ 624.00$ 265.00$ 889.00$ 950.00$ 209.00$ 1,159.00$ 900.00$ 250.00$ 1,150.00$ 8703 19440 EVENING STAR WAY 20 $ 385.00 275.00$ 660.00$ 400.00$ 240.00$ 640.00$ 624.00$ 265.00$ 889.00$ 950.00$ 209.00$ 1,159.00$ 900.00$ 250.00$ 1,150.00$ 8702 19440 EVENING STAR WAY 14 $ 165.00 165.00$ 330.00$ 400.00$ 240.00$ 640.00$ 437.00$ 185.00$ 622.00$ 332.50$ 146.30$ 478.80$ 900.00$ 250.00$ 1,150.00$ 8701 19454 EVENING STAR WAY 16 $ 275.00 220.00$ 495.00$ 400.00$ 240.00$ 640.00$ 500.00$ 212.00$ 712.00$ 380.00$ 157.70$ 537.70$ 900.00$ 250.00$ 1,150.00$ 8700 19454 EVENING STAR WAY 16 $ 275.00 220.00$ 495.00$ 400.00$ 240.00$ 640.00$ 500.00$ 212.00$ 712.00$ 380.00$ 157.70$ 537.70$ 900.00$ 250.00$ 1,150.00$ 8699 19468 EVENING STAR WAY 22 $ 385.00 275.00$ 660.00$ 400.00$ 240.00$ 640.00$ 687.00$ 291.00$ 978.00$ 950.00$ 240.35$ 1,190.35$ 900.00$ 250.00$ 1,150.00$ Pa g e 1 5 1 o f 2 5 4 TREE STUMP TREE STUMP TREE STUMP TREE STUMP TREE STUMP REMOVAL REM/REST THIS TREE REMOVAL REM/REST THIS TREE REMOVAL REM/REST THIS TREE REMOVAL REM/REST THIS TREE REMOVAL REM/REST THIS TREE TREE ID ADDRESS DBH AMOUNT AMOUNT TOTAL PRICE AMOUNT AMOUNT TOTAL PRICE AMOUNT AMOUNT TOTAL PRICE AMOUNT AMOUNT TOTAL PRICE AMOUNT AMOUNT TOTAL PRICE Birch Tree CareSavATreeEasy Tree Service Castle Rock Contracting ProTree 8698 19479 EVENING STAR WAY 22 $ 385.00 275.00$ 660.00$ 400.00$ 240.00$ 640.00$ 687.00$ 291.00$ 978.00$ 950.00$ 240.35$ 1,190.35$ 900.00$ 250.00$ 1,150.00$ 8697 19479 EVENING STAR WAY 24 $ 385.00 275.00$ 660.00$ 400.00$ 240.00$ 640.00$ 749.00$ 318.00$ 1,067.00$ 1,140.00$ 250.80$ 1,390.80$ 900.00$ 250.00$ 1,150.00$ 8696 5997 193RD ST W 25 $ 440.00 330.00$ 770.00$ 400.00$ 240.00$ 640.00$ 781.00$ 331.00$ 1,112.00$ 1,140.00$ 250.80$ 1,390.80$ 900.00$ 250.00$ 1,150.00$ 8695 5991 193RD ST W 25 $ 440.00 330.00$ 770.00$ 400.00$ 240.00$ 640.00$ 781.00$ 331.00$ 1,112.00$ 1,140.00$ 250.80$ 1,390.80$ 900.00$ 250.00$ 1,150.00$ 8694 5985 193RD ST W 19 $ 275.00 220.00$ 495.00$ 400.00$ 240.00$ 640.00$ 593.00$ 252.00$ 845.00$ 427.50$ 188.10$ 615.60$ 900.00$ 250.00$ 1,150.00$ 8691 5959 193RD ST W 23 $ 385.00 275.00$ 660.00$ 400.00$ 240.00$ 640.00$ 718.00$ 305.00$ 1,023.00$ 950.00$ 240.35$ 1,190.35$ 900.00$ 250.00$ 1,150.00$ 8685 19124 EVEREST CT 19 $ 275.00 220.00$ 495.00$ 400.00$ 240.00$ 640.00$ 593.00$ 252.00$ 845.00$ 427.50$ 188.10$ 615.60$ 900.00$ 250.00$ 1,150.00$ 8684 19124 EVEREST CT 19 $ 275.00 220.00$ 495.00$ 400.00$ 240.00$ 640.00$ 593.00$ 252.00$ 845.00$ 427.50$ 188.10$ 615.60$ 900.00$ 250.00$ 1,150.00$ 8683 19124 EVEREST CT 18 $ 275.00 220.00$ 495.00$ 400.00$ 240.00$ 640.00$ 562.00$ 238.00$ 800.00$ 427.50$ 188.10$ 615.60$ 900.00$ 250.00$ 1,150.00$ 8682 19124 EVEREST CT 21 $ 385.00 275.00$ 660.00$ 400.00$ 240.00$ 640.00$ 656.00$ 278.00$ 934.00$ 950.00$ 209.00$ 1,159.00$ 900.00$ 250.00$ 1,150.00$ 8681 19141 EVEREST PATH 25 $ 440.00 330.00$ 770.00$ 400.00$ 240.00$ 640.00$ 781.00$ 331.00$ 1,112.00$ 1,140.00$ 250.80$ 1,390.80$ 900.00$ 250.00$ 1,150.00$ 8676 19114 EVEREST CT 27 $ 440.00 330.00$ 770.00$ 400.00$ 240.00$ 640.00$ 843.00$ 357.00$ 1,200.00$ 1,425.00$ 271.70$ 1,696.70$ 900.00$ 250.00$ 1,150.00$ 8675 19171 EVEREST PATH 27 $ 440.00 330.00$ 770.00$ 400.00$ 240.00$ 640.00$ 843.00$ 357.00$ 1,200.00$ 1,425.00$ 271.70$ 1,696.70$ 900.00$ 250.00$ 1,150.00$ 8674 19181 EVEREST TRL 23 $ 385.00 275.00$ 660.00$ 400.00$ 240.00$ 640.00$ 718.00$ 305.00$ 1,023.00$ 950.00$ 240.35$ 1,190.35$ 900.00$ 250.00$ 1,150.00$ 8672 19263 EVENSTON DR 19 $ 275.00 220.00$ 495.00$ 400.00$ 240.00$ 640.00$ 593.00$ 252.00$ 845.00$ 427.50$ 188.10$ 615.60$ 900.00$ 250.00$ 1,150.00$ 8671 19262 EVENSTON DR 17 $ 275.00 220.00$ 495.00$ 400.00$ 240.00$ 640.00$ 531.00$ 225.00$ 756.00$ 380.00$ 157.70$ 537.70$ 900.00$ 250.00$ 1,150.00$ 8670 19262 EVENSTON DR 22 $ 385.00 275.00$ 660.00$ 400.00$ 240.00$ 640.00$ 687.00$ 291.00$ 978.00$ 950.00$ 240.35$ 1,190.35$ 900.00$ 250.00$ 1,150.00$ 8669 19262 EVENSTON DR 25 $ 440.00 330.00$ 770.00$ 400.00$ 240.00$ 640.00$ 781.00$ 331.00$ 1,112.00$ 1,140.00$ 250.80$ 1,390.80$ 900.00$ 250.00$ 1,150.00$ 8666 19269 EVENSTON DR 20 $ 385.00 275.00$ 660.00$ 400.00$ 240.00$ 640.00$ 624.00$ 265.00$ 889.00$ 950.00$ 209.00$ 1,159.00$ 900.00$ 250.00$ 1,150.00$ 8665 19269 EVENSTON DR 22 $ 385.00 275.00$ 660.00$ 400.00$ 240.00$ 640.00$ 687.00$ 291.00$ 978.00$ 950.00$ 240.35$ 1,190.35$ 900.00$ 250.00$ 1,150.00$ 8664 19275 EVENSTON DR 23 $ 385.00 275.00$ 660.00$ 400.00$ 240.00$ 640.00$ 718.00$ 305.00$ 1,023.00$ 950.00$ 240.35$ 1,190.35$ 900.00$ 250.00$ 1,150.00$ 8663 19275 EVENSTON DR 24 $ 385.00 275.00$ 660.00$ 400.00$ 240.00$ 640.00$ 749.00$ 318.00$ 1,067.00$ 1,140.00$ 250.80$ 1,390.80$ 900.00$ 250.00$ 1,150.00$ 8659 19275 EVENSTON DR 18 $ 275.00 220.00$ 495.00$ 400.00$ 240.00$ 640.00$ 562.00$ 238.00$ 800.00$ 427.50$ 188.10$ 615.60$ 900.00$ 250.00$ 1,150.00$ 8658 19281 EVENSTON DR 27 $ 440.00 330.00$ 770.00$ 400.00$ 240.00$ 640.00$ 843.00$ 357.00$ 1,200.00$ 1,425.00$ 291.70$ 1,716.70$ 900.00$ 250.00$ 1,150.00$ 8657 19281 EVENSTON DR 20 $ 385.00 275.00$ 660.00$ 400.00$ 240.00$ 640.00$ 624.00$ 265.00$ 889.00$ 950.00$ 209.00$ 1,159.00$ 900.00$ 250.00$ 1,150.00$ 8656 19285 EVENSTON DR 28 $ 440.00 330.00$ 770.00$ 400.00$ 240.00$ 640.00$ 874.00$ 371.00$ 1,245.00$ 1,615.00$ 303.05$ 1,918.05$ 900.00$ 250.00$ 1,150.00$ 8655 19286 EVENSTON DR 29 $ 440.00 330.00$ 770.00$ 400.00$ 240.00$ 640.00$ 905.00$ 384.00$ 1,289.00$ 1,615.00$ 303.05$ 1,918.05$ 900.00$ 250.00$ 1,150.00$ 8654 19286 EVENSTON DR 29 $ 440.00 330.00$ 770.00$ 400.00$ 240.00$ 640.00$ 905.00$ 384.00$ 1,289.00$ 1,615.00$ 303.05$ 1,918.05$ 900.00$ 250.00$ 1,150.00$ 8652 19289 EVENSTON DR 24 $ 385.00 275.00$ 660.00$ 400.00$ 240.00$ 640.00$ 749.00$ 318.00$ 1,067.00$ 1,140.00$ 250.80$ 1,390.80$ 900.00$ 250.00$ 1,150.00$ 8650 19158 EVEREST TRL 23 $ 385.00 275.00$ 660.00$ 400.00$ 240.00$ 640.00$ 718.00$ 305.00$ 1,023.00$ 950.00$ 240.35$ 1,190.35$ 900.00$ 250.00$ 1,150.00$ 8649 19158 EVEREST TRL 28 $ 440.00 330.00$ 770.00$ 400.00$ 240.00$ 640.00$ 874.00$ 371.00$ 1,245.00$ 1,615.00$ 303.05$ 1,918.05$ 900.00$ 250.00$ 1,150.00$ 8647 19153 EVEREST TRL 26 $ 440.00 330.00$ 770.00$ 400.00$ 240.00$ 640.00$ 812.00$ 344.00$ 1,156.00$ 1,425.00$ 271.70$ 1,696.70$ 900.00$ 250.00$ 1,150.00$ 8639 19124 EVEREST TRL 26 $ 440.00 330.00$ 770.00$ 400.00$ 240.00$ 640.00$ 812.00$ 344.00$ 1,156.00$ 1,425.00$ 271.70$ 1,696.70$ 900.00$ 250.00$ 1,150.00$ 8638 19113 EVEREST TRL 20 $ 385.00 275.00$ 660.00$ 400.00$ 240.00$ 640.00$ 624.00$ 265.00$ 889.00$ 950.00$ 209.00$ 1,159.00$ 900.00$ 250.00$ 1,150.00$ 8637 19103 EVEREST TRL 21 $ 385.00 275.00$ 660.00$ 400.00$ 240.00$ 640.00$ 656.00$ 278.00$ 934.00$ 950.00$ 209.00$ 1,159.00$ 900.00$ 250.00$ 1,150.00$ 8636 19103 EVEREST TRL 21 $ 385.00 275.00$ 660.00$ 400.00$ 240.00$ 640.00$ 656.00$ 278.00$ 934.00$ 950.00$ 209.00$ 1,159.00$ 900.00$ 250.00$ 1,150.00$ 8635 19093 EVERGLADE PATH 20 $ 385.00 275.00$ 660.00$ 400.00$ 240.00$ 640.00$ 624.00$ 265.00$ 889.00$ 950.00$ 209.00$ 1,159.00$ 900.00$ 250.00$ 1,150.00$ 8634 19087 EVERGLADE PATH 27 $ 440.00 330.00$ 770.00$ 400.00$ 240.00$ 640.00$ 843.00$ 357.00$ 1,200.00$ 1,425.00$ 271.70$ 1,696.70$ 900.00$ 250.00$ 1,150.00$ 8633 19087 EVERGLADE PATH 18 $ 275.00 220.00$ 495.00$ 400.00$ 240.00$ 640.00$ 562.00$ 238.00$ 800.00$ 427.50$ 188.10$ 615.60$ 900.00$ 250.00$ 1,150.00$ 8632 19081 EVEREST TRL 19 $ 275.00 220.00$ 495.00$ 400.00$ 240.00$ 640.00$ 593.00$ 252.00$ 845.00$ 427.50$ 188.10$ 615.60$ 900.00$ 250.00$ 1,150.00$ 8631 19073 EVEREST TRL 20 $ 385.00 275.00$ 660.00$ 400.00$ 240.00$ 640.00$ 624.00$ 265.00$ 889.00$ 950.00$ 209.00$ 1,159.00$ 900.00$ 250.00$ 1,150.00$ 8629 19092 EVEREST TRL 20 $ 385.00 275.00$ 660.00$ 400.00$ 240.00$ 640.00$ 624.00$ 265.00$ 889.00$ 950.00$ 209.00$ 1,159.00$ 900.00$ 250.00$ 1,150.00$ 8628 19070 EVEREST TRL 17 $ 275.00 220.00$ 495.00$ 400.00$ 240.00$ 640.00$ 531.00$ 225.00$ 756.00$ 380.00$ 157.70$ 537.70$ 900.00$ 250.00$ 1,150.00$ 8626 19073 EVEREST TRL 18 $ 275.00 220.00$ 495.00$ 400.00$ 240.00$ 640.00$ 562.00$ 238.00$ 800.00$ 427.50$ 188.10$ 615.60$ 900.00$ 250.00$ 1,150.00$ 8625 19065 EVEREST TRL 22 $ 385.00 275.00$ 660.00$ 400.00$ 240.00$ 640.00$ 687.00$ 291.00$ 978.00$ 950.00$ 240.35$ 1,190.35$ 900.00$ 250.00$ 1,150.00$ 8624 19065 EVEREST TRL 22 $ 385.00 275.00$ 660.00$ 400.00$ 240.00$ 640.00$ 687.00$ 291.00$ 978.00$ 950.00$ 240.35$ 1,190.35$ 900.00$ 250.00$ 1,150.00$ 8622 19067 EVEREST PATH 17 $ 275.00 220.00$ 495.00$ 400.00$ 240.00$ 640.00$ 531.00$ 225.00$ 756.00$ 380.00$ 157.70$ 537.70$ 900.00$ 250.00$ 1,150.00$ 8621 19067 EVEREST PATH 15 $ 275.00 220.00$ 495.00$ 400.00$ 240.00$ 640.00$ 468.00$ 199.00$ 667.00$ 332.50$ 146.30$ 478.80$ 900.00$ 250.00$ 1,150.00$ 8617 19053 EVEREST TRL 23 $ 385.00 275.00$ 660.00$ 400.00$ 240.00$ 640.00$ 718.00$ 305.00$ 1,023.00$ 950.00$ 240.35$ 1,190.35$ 900.00$ 250.00$ 1,150.00$ 8615 19053 EVEREST TRL 18 $ 275.00 220.00$ 495.00$ 400.00$ 240.00$ 640.00$ 562.00$ 238.00$ 800.00$ 427.50$ 188.10$ 615.60$ 900.00$ 250.00$ 1,150.00$ Pa g e 1 5 2 o f 2 5 4 TREE STUMP TREE STUMP TREE STUMP TREE STUMP TREE STUMP REMOVAL REM/REST THIS TREE REMOVAL REM/REST THIS TREE REMOVAL REM/REST THIS TREE REMOVAL REM/REST THIS TREE REMOVAL REM/REST THIS TREE TREE ID ADDRESS DBH AMOUNT AMOUNT TOTAL PRICE AMOUNT AMOUNT TOTAL PRICE AMOUNT AMOUNT TOTAL PRICE AMOUNT AMOUNT TOTAL PRICE AMOUNT AMOUNT TOTAL PRICE Birch Tree CareSavATreeEasy Tree Service Castle Rock Contracting ProTree 8614 19053 EVEREST TRL 19 $ 275.00 220.00$ 495.00$ 400.00$ 240.00$ 640.00$ 593.00$ 252.00$ 845.00$ 427.50$ 188.10$ 615.60$ 900.00$ 250.00$ 1,150.00$ 8613 19053 EVEREST TRL 18 $ 275.00 220.00$ 495.00$ 400.00$ 240.00$ 640.00$ 562.00$ 238.00$ 800.00$ 427.5 188.1 615.60$ 900.00$ 250.00$ 1,150.00$ TOTAL 89,540.00$ 92,800.00$ 135,140.00$ 155,298.45$ 166,750.00$ Indicates error in original bid document Pa g e 1 5 3 o f 2 5 4 STANDARD AGREEMENT FOR CONTRACT SERVICES Page 1 of 5 This Agreement (“Agreement”) is made on the 20th day of January, 2026, between the City of Farmington, Minnesota (hereinafter "city"), whose business address is 430 Third Street, Farmington, Minnesota 55024, and Easy Tree Service a Minnesota Limited Liability Company (hereinafter "Vendor") whose business address is 26940 Pillsbury Avenue, Lakeville, Minnesota 55044. Preliminary Statement The purpose of this Agreement is to set forth the terms and conditions for the provision of services by Vendor for Tree Services hereinafter referred to as the "Work". The city and Vendor agree as follows: 1. Scope of Work. The Vendor agrees to provide, perform, and complete all the provisions of the Work in accordance with the specifications, and quotes attached as Exhibit A. The terms of this Contract shall take precedence over any provisions of the Vendor’s proposal and/or general conditions. All Work under the Municipal Program shall be initiated by a notice to proceed from the city. 2. Term of Contract. All Work under this Contract shall be provided, performed and/or completed by _March 27, 2026__. 3. Compensation for Services. City agrees to pay the Vendor based on the fees submitted in the proposal as full and complete payment for the goods, labor, materials and/or services rendered pursuant to this Contract. 4. Method of Payment. Payment for tree planting will be made within thirty (30) days of acceptance of the work. The contractor is required to submit an invoice after satisfactory completion of the work and each invoice shall include the following: date work was completed, address/facility/area where work was performed, and any other pertinent information. No travel time will be paid. Invoices shall be submitted to accountspayable@FarmingtonMN.gov City of Farmington Attn: Finance Department 430 Third Street Farmington, MN 55024 5. Staffing. The Vendor has designated Cheri Ponto to manage the Work. They shall be assisted by other staff members as necessary to facilitate the completion of the Work in accordance with the terms established herein. Vendor may not remove or replace the designated staff without the approval of the city. Page 154 of 254 STANDARD AGREEMENT FOR CONTRACT SERVICES Page 2 of 5 6. Standard of Care. Vendor shall exercise the same degree of care, skill and diligence in the performance of its services as is ordinarily exercised by members of the profession under similar circumstances in Dakota County, Minnesota. 7. Insurance. The contractor, at its expense, shall procure and maintain in force for the duration of this Agreement the following minimum insurance coverages: A. General Liability. The contractor shall maintain Commercial General Liability Insurance in a minimum amount of $1,000,000 per occurrence; $2,000,000 annual aggregate. The policy shall cover liability arising from premises, operations, products-completed operations, personal injury, advertising injury, and contractually assumed liability. The city, including its elected and appointed officials, employees, and agents, shall be endorsed as additional insured. B. Automobile Liability. If the contractor operates a motor vehicle in performing the Services under this Agreement, the contractor shall maintain Business Automobile Liability Insurance, including owned, hired, and non-owned automobiles, with a minimum combined single liability limit of $1,000,000 per occurrence. C. Professional (Errors and Omissions) Liability. [Only required for professional services provided by accountants, attorneys, engineers, consultants, etc.] The contractor shall maintain Professional Liability Insurance for all claims the contractor may become legally obligated to pay resulting from any actual or alleged negligent act, error, or omission related to contractor’s professional services required under this Agreement. The contractor is required to carry the following minimum limits: $1,000,000 per occurrence; $2,000,000 annual aggregate. The retroactive or prior acts date of such coverage shall not be after the effective date of this Agreement and the contractor shall maintain such insurance for a period of at least two (2) years, following completion of the Services. If such insurance is discontinued, extended reporting period/tail coverage must be obtained by the contractor to fulfill this requirement. D. Workers’ Compensation. The contractor shall maintain Workers’ Compensation insurance for all its employees in accordance with the statutory requirements of the State of Minnesota. The contractor shall also carry Employers’ Liability Coverage with minimum limits as follows: • $500,000 – Bodily Injury by Disease per employee • $500,000 – Bodily Injury by Disease aggregate • $500,000 – Bodily Injury by Accident E. Additional Insurance Conditions. 1. The contractor shall, prior to commencing the Services, deliver to the city a Certificate of Insurance as evidence that the above coverage is in full force and effect. Page 155 of 254 STANDARD AGREEMENT FOR CONTRACT SERVICES Page 3 of 5 2. The insurance requirements may be met through any combination of primary and umbrella/excess insurance. The city must be named as an additional insured on any umbrella/excess policy. 3. The contractor’s policies shall be primary insurance and non-contributory to any other valid and collectible insurance available to the city with respect to any claim arising out of the contractor’s performance under this Agreement. 4. The contractor’s policies and Certificate of Insurance shall contain a provision that coverage afforded under the policies shall not be cancelled without at least thirty (30) days’ advanced written notice to the city, or ten (10) days’ written notice for non-payment of premium. 8. Indemnification. Vendor will defend and indemnify city, its officers, agents, and employees and hold them harmless from and against all judgments, claims, damages, costs and expenses, including a reasonable amount as and for its attorney’s fees paid, incurred or for which it may be liable resulting from any breach of this Contract by Vendor, its agents, contractors and employees, or any negligent or intentional act or omission performed, taken or not performed or taken by Vendor, its agents, contractors and employees, relative to this Contract. The city will indemnify and hold Vendor 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. Termination. This contract may be terminated by either party by thirty (30) days' written notice delivered to the other party at the addresses written above. Upon termination under this provision if there is no fault of the Vendor, the Vendor shall be paid for services rende red until the effective date of termination. 10. Independent Contractor. At all times and for all purposes herein, the Vendor is an independent contractor and not an employee of the city. No statement herein shall be construed so as to find the Vendor an employee of the city. 11. Non-Discrimination. During the performance of this Contract, the Vendor 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, familial status, disability, sexual orientation, or age. The Vendor 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 Vendor further agrees to comply with all aspects of the Minnesota Human Rights Act, Minnesota Statutes 363A.01, et. seq., Title VI of the Civil Rights Act of 1964, and the Americans with Disabilities Act of 1990, as amended. 12. Subcontract or Assignment. Vendor shall not subcontract any part of the services to be provided under this Contract; nor may Vendor assign this Contract, or any interest arising herein, without the prior written consent of the city. Page 156 of 254 STANDARD AGREEMENT FOR CONTRACT SERVICES Page 4 of 5 13. Services Not Provided For. No claim for services furnished by Vendor not specifically provided for in Exhibit A shall be honored by the city. 14. Compliance with Laws and Regulations. Vendor is responsible for knowing of and abiding by all statutes, ordinances, rules and regulations pertaining to the type of services provided pursuant to this Contract; including, as applicable, the Minnesota Data Practices Act, Minnesota Statutes Section 13, as amended, and Minnesota Rules promulgated pursuant to Chapter 13. 15. Audits and Data Practices. The books, records, documents, and accounting procedures and practices of the Vendor or other parties relevant to this agreement are subject to examination by the city and either Legislative Auditor or the State Auditor for a period of six years after the effective date of this contract. This Contract is subject to the Minnesota Government Data Practice Act, Minnesota Statutes Chapter 13 (Data Practices Act). All government data, as defined in the Data Practices Act Section 13.02, Subd 7, which is created, collected, received, stored, used, maintained, or disseminated by Vendor in performing any of the functions of the city during performance of this Contract is subject to the requirements of the Data Practice Act and Vendor shall comply with those requirements as if it were a government entity. All subcontracts entered into by Vendor in relation to this Contract shall contain similar Data Practices Act compliance language. 16. Conflicts. No salaried officer or employee of the city and no member of the Council, or Commission, or Board of the city shall have a financial interest, direct or indirect, in this contract. The violation of this provision renders the contract void. Any federal regulations and applicable state statutes shall not be violated. 17. Utilities. The contractor shall be obligated to protect all public and private utilities, streets, or roadways, whether occupying a street or public or private property. If such utilities, streets or roadways are damaged by reason of the contractor’s performance of the services required under the contract, the contractor shall repair or replace the same, or failing to do so promptly, the city shall cause repairs or replacement to be made and the cost of doing so shall be deducted from payment to be made to the contractor for tree services. 18. Damages. In the event of a breach of this Contract by the city, Vendor shall not be entitled to recover punitive, special or consequential damages or damages for loss of business. 19. Governing Law. This Contract shall be controlled by the laws of the State of Minnesota. 20. Severability. The provisions of this Contract 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 Contract. 21. Entire Agreement. The entire agreement of the parties is contained herein. This Contract 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 Page 157 of 254 STANDARD AGREEMENT FOR CONTRACT SERVICES Page 5 of 5 provisions of this Contract shall be valid only when expressed in writing and duly signed by the parties, unless otherwise provided herein. Executed as of the day and year first written above. The Work will be completed on or before March 27, 2026, and ready for final payment. Final payment will be made thirty (30) days after final acceptance of the Work by the city. CITY OF FARMINGTON __________________________________ Joshua Hoyt, Mayor __________________________________ Shirley R Buecksler, City Clerk EASY TREE SERVICE, LLC By: ________________________________ Its: _______________________________ Page 158 of 254 STANDARDS AND SPECIFICATONS FOR CONTRACTED TREE SERVICES Page 1 of 4 I. SPECIFICATIONS A. TREE REMOVAL: Each tree shall be removed in a safe manner using (American National Standards Institute) Z133 Safety Standards. The trees to be removed will be plainly marked by the city with a pink “X” on the bark. All trees to be removed are on public property. 1. Trees shall be cut off within 4” of ground-level and all tree parts removed and disposed . 2. Work shall occur within the public street as much as possible to minimize site damage in the public right-of-way and adjacent private property. 3. All trimmings, stumps, roots, logs, sod, or any other form of debris resulting from any work shall be cleaned up and removed from the site by the Contractor in compliance with state and local regulations at the end of each shift. All Elm, Ash, Red Oak, or Pin Oak shall be delivered promptly to a licensed compost facility, in compliance with state and local regulations. 4. Any damaged branches on surrounding trees and vegetation must be pruned and removed according to ANSI A300 Pruning Standards . 5. The city will not allow the preparing of firewood; i.e. cut to short lengths or removing the bark. B. STUMP REMOVAL: The stumps to be removed will be plainly marked by the city with a white “X” on the trunks. If buried infrastructure is encountered and measures taken to avoid them involve deviation from these standards, the Contractor will be responsible for notifying the Natural Resources Specialist or representative. 1. All labor, equipment, and materials necessary for removal, disposal, and backfilling of stumps and all surface roots shall be provided by the Contractor and included in quoted prices. 2. The grinding will include the stump, root flare and large surface roots to a minimum depth of eight (8) inches below grade. It shall further include removing all debris from ground stumps, backfilling the hole with a 50/50 blend of compost/black dirt. Dirt must be added to fill removal site and provide substrate for grass seed, at a quantity to exceed grade by three (3) to four (4) inches to accommodate settling of the site. Perennial rye/bluegrass grass seed with mulch pellets must be applied to the grinding site (at rate specified by seed package for seeding new lawns), lightly raked, and tamped down into soil. Submit materials before start of the project. If turf or landscaping adjacent to stump is damaged it shall be restored to its original condition. Holes are not to be left open overnight. Backfill shall not be lower than the existing lawn grade following thirty (30) calendar days of completed work. Any work deemed by the city to be incomplete or of poor quality after work Page 159 of 254 STANDARDS AND SPECIFICATONS FOR CONTRACTED TREE SERVICES Page 2 of 4 completion will necessitate the contractor to revisit and finish, clean, or restore the site to satisfactory condition. 3. Large surface roots beyond the main stump are to be removed to a depth of eight (8) inches below grade. 4. All brush, stumps, roots, logs, sod, or any other form of debris resulting from any work shall be cleaned up and removed from the site by the Contractor in compliance with state and local regulations, disposal costs included in quoted prices. Area surrounding stump will be raked, cleaned, and restored to satisfactory condition following completion of stump removal. 5. Any holes left in removal work areas shall be filled with soil equal to or better than adjacent areas. No brush, chips, stumps, etc. shall be used as filler in such holes. 6. Any delays in work, deviations in the previously agreed upon schedule and renotification of residents shall be reported in writing to the Natural Resource Specialist or representative as soon as possible. II. A. EQUIPMENT STANDARDS: The Contractor shall furnish all necessary machinery, tools, labor, and material required, and shall fully complete the work in accordance with the Project Description. All equipment used for this project shall be of appropriate size for the work, in proper mechanical condition, and meet all required safety inspections. B. UTILITIES: The Contractor is responsible for all utility locates (notifying Gopher State One-Call). C. SAFETY STANDARDS: The Contractor must use work methods, safety procedures and personal protective equipment conforming to all ANSI A300, Z133 and OSHA standards in performing the work under this contract. Precautions shall be exercised at all times for the protection of persons (including employees) and property. The safety provision of applicable laws shall be observed. D. TRAFFIC CONTROL DEVICES: The Contractor shall furnish, install, maintain, and remove all traffic control devices required to provide safe movement of vehicular, pedestrian, and bicycle traffic through the project during the life of the contract from the start of operations to the final completion thereof. All temporary traffic control required under this contract shall be performed as incidental work for which no direct payment will be made. All traffic control devices shall conform and be installed in accordance to the "Minnesota Manual on Uniform Traffic Control Devices" (MN MUTCD) and Part 6, "Field Manual for Temporary Traffic Control Zone Layouts," the "Guide to Establishing Speed Limits in Highway Page 160 of 254 STANDARDS AND SPECIFICATONS FOR CONTRACTED TREE SERVICES Page 3 of 4 Work Zones," the Minnesota Flagging Handbook, the provisions of MnDOT 1404 and 1710, the Minnesota Standard Signs Manual, the Traffic Engineering Manual, and these special provisions. E.PROTECTION AND RESTORATION OF PROPERTY: The Contractor shall be responsible for the preservation of, and shall use every precaution to prevent damage to all trees, plants, lawns, fences, culverts, bridges, pavement, driveways, sidewalks, etc.; all water, sewer, and gas lines; all conduits; all overhead pole lines or appurtenances thereof; and all other public or private along or adjacent to the work. The work performed is to be at the Contractor’s risk and they assume the responsibility for all damages to the work or to the entire project until its completion and acceptance. The Contractor shall repair all sod damage resulting from the Work by placement of premium top soil, lawn seed, and fertilizer, and covering with MnDOT category 1 erosion control blanket. F.PROPERTY ACCESS AND NOTIFICATION: The contractor shall not enter private property without having previously obtained permission from the property owner. Contractor shall be responsible for informing Farmington residents of tree removals adjacent to the tree marked for removal. Only residents with marked trees in front of their residence need to be notified. Notice of removal must be in the form of a door hanger or post card stating the week of expected removal and contractor representative contact information. Notice can be given no more than one (1) week in advance. Renotification will be required if schedule is altered. G.METHOD OF MEASURE: Each tree shall be measured and categorized by the city and may be verified at any time by the Contractor. The tree’s diameter shall be diameter of the tree at breast height 4.5 feet above the ground line. The diameter of the tree shall be referred to as diameter at breast height (DBH). In the case of sloping ground, the point of measure of the circumference shall be at an average distance of 4.5 feet above ground line. If the tree is forked at a point no less than 4.5 feet above the ground, the diameter will be measured individually. Stumps will be measured across the diameter of the surface of the stump to include root flares at ground level. H.INSPECTION: The Contractor will be expected to perform all work in such a manner as to achieve the best possible results for the desired outcome(s). The city reserves the right to base payment on performance after doing an on-site inspection after work is complete. If the Contractor does not perform the work in a satisfactory manner the city may require it to be done over at the Contractor’s cost. The city also reserves the right to assess damages or require restoration, at the Contractor’s cost. I.PAYMENT: Payment for tree removals will be made within thirty (30) days of acceptance of the work. Invoices will include the address, quantities and the unit price(s) quoted. Payment of each Page 161 of 254 STANDARDS AND SPECIFICATONS FOR CONTRACTED TREE SERVICES Page 4 of 4 invoice shall be made after satisfactory completion and acceptance of the work. Calculation of payment shall only include the quoted tree unit price. J. LABOR: Only competent labor shall be employed on this work. Wherever mechanical work is required, it shall be performed by skilled labor. The superintendent or other person directing the work shall be competent and reliable. The superintendent shall be authorized to accept and act upon all directives issued by the Natural Resource Specialist or representative. Please see attachments for qualifications. K. HOURS OF OPERATION: Allowable working hours within the City of Farmington are weekdays from 7:00 a.m. to 7:00 p.m., except for emergency situations. It shall be the Contractor’s responsibility to maintain all stages of work in a safe and suitable condition at all times, including nights, weekends, and holidays. The Contractor shall make observations of his work during such periods as are necessary to ensure proper performance thereof. The Contractor shall designate a superintendent who shall have charge of the job and to whom the city shall give directions. Forty-eight (48) hours advance notice shall be required for weekend work, with written authorization from Natural Resource Specialist or representative. Page 162 of 254 ----CITY Of ___ _ FARMINGTON QUOTE FORM CONTRACTED TREE SERVICES To Whom It May Concern: The undersigned, as Contractor, hereby proposes and agrees to enter into independent contracts with the City of Farmington ("city") to supply all labor, materials and equipment necessary to provide contracted tree services in accordance with the specifications and other pertinent requirements prepared and distributed by the city and in strict accordance with the prices quoted by the Contractor. Contractor: Easy Tree Service, LLC --�--------------------- Contractor's Representative:Cheri Ponto ----------------------- Contractor is: (check one) ✓ £ Sole Proprietorship £ Partnership £ Corporation existing under State of £ Other (specify) Principal Address: Phone Number: E-mail Address: 26940 Pillsbury Ave Lakeville, MN 55044 651-855-8189 lnfo@EasyTreeServiceMN.com Please refer to Attachment (H) for maps of tree locations. Each tree or stump is marked with a pink ''X." TREEID Nearest Address DBH Tree tump Total 11860 19426 Evening Star 20 385 275 660 1072L1 19153 Everest T rl 2:: 385 275 660 8841 19290 EUREKA AVE 22 385 275 660 8846 19310 EUREKA AVE 20 385 275 660 8837 19410 EUCLID PATH 35 495 385 880 8833 5721193RD ST W 13 165 165 330 8832 5741 193RD STW 21 385 275 660 8830 19068 EUCLID PATH 33 495 385 880 8829 19097 EUCLID PATH 23 385 275 660 8828 19110 EUCLID PATH 1)275 220 495 882.::1 19187 ESTATE AVE 30 495 385 880 8818 19216 EVENSTON DR 1!: 275 220 495 8817 19216 EVENSTON DR 21 385 275 660 Page 1 of 5 Page 163 of 254 ---CITY OF--- FARMINGTON 8816 19224 EVENSTON DR 16 8815 19216 EVENSTON DR 16 881 19232 EVENSTON DR 22 8813 19232 EVENSTON DR 20 8812 19240 EVENSTON DR 15 8811 19240 EVENSTON DR 1L1 19221 EVENSTON DR 2L 8805 19209 EVENSTON DR 20 880L1 19199 EVENSTON DR 20 8802 19209 EVENSTON DR 8801 19209 EVENSTON DR 23 8800 19204 EVENSTON DR 19 8799 19182 EVENSTON DR 16 8795 19181 EVENSTON DR 23 879"1 19171 EVENSTON DR 2 0 8793 19142 EVENSTON DR 1� 8792 19142 EVENSTON DR 18 8789 19208 EVEREST PATH 22 8788 19228 EVEREST PATH 2 6 8787 19228 EVEREST PATH 8786 19348 EVEREST PATH 8785 19348 EVEREST PATH 27 878Ll 19366 EVEREST PATH 8783 19380 EVEREST PATH 8782 19414 EVEREST PATH 25 19438 EVEREST PATH 25 8776 19342 EVENING STAR WAY 8775 19342 EVENING STAR WAY 22 877/J 19317 EVENING STAR WAY 21 8772 19320 EVENING STAR WAY 8771 19320 EVENING STAR WAY 2-< 8770 6805 193RD ST W 2 2 876� 5794 193RD W 8763 5794 193RD ST W 1t �794193RDSTW 8761 $794 193RD ST W 8759 19299 EVENING STAR WAY 2-l QUOTE FORM CONTRACTED TREE SERVICES 385 220 275 495 Page 2 of 5 Page 164 of 254 Page 165 of 254 ---c1TvoF--- FARMINGTON 870 19426 EVENING STAR WAY 20 8703 19440 EVENING STAR WAY 20 8702. 19440 EVENING STAR WAY 1 8701 19454 EVENING STAR WAY 16 8700 19454 EVENING STAR WAY lE 8699 19468 EVENING STAR WAY 2L 8698 19479 EVENING STAR WAY 22 869]19479 EVENING STAR WAY 2L1 869€ 5997 193RD ST W 25 8695 5991193RD ST W 25 8694 5985 193RD STW 19 8691 6959 193RD ST W 23 8685 19124 EVEREST CT 19 8684 19124 EVEREST CT 19 8683 19124 EVEREST CT 1 8 8682 19124 EVEREST CT 21 8681 19141 EVEREST PATH 25 8676 19114 EVEREST CT 27 8675 19171 EVEREST PATH 27 867 19181 EVERESTTRL 23 8672 19263 EVENSTON DR 19 8671 19262 EVENSTON DR 1- 8670 19262 EVENSTON DR 22 8669 19262 EVENSTON DR 25 8666 19269 EVENSTON DR 20 8665 19269 EVENSTON DR 22 866L1 19275 EVENSTON DR 23 8663 19275 EVENSTON DR 24 8659 19275 EVENSTON DR 18 8658 19281 EVENSTON DR 27 8657 19281 EVENSTON DR 20 8656 19285 EVENSTON DR 28 8655 19286 EVENSTON DR 29 865Ll 19286 EVENSTON DR 29 8652 19289 EVENSTON DR 2� 8650 19158 EVEREST TRL 23 8649 19158 EVEREST TRL 28 QUOTE FORM CONTRACTED TREE SERVICES 385 275 660 385 275 660 165 165 330 275 220 495 275 220 495 385 275 660 385 275 660 385 275 660 440 330 770 440 330 770 275 220 495 385 275 660 275 220 495 275 220 495 275 220 495 385 275 660 440 330 770 440 330 770 440 330 770 385 275 660 275 220 495 275 220 495 385 275 660 440 330 770 385 275 660 385 275 660 385 275 . 660 385 275 660 275 .220 495 440 330 770 385 275 660 440 330 770 440 330 770 440 330 770 385 275 660 385 275 660 440 330 770 Page 4 of 5 ----------- Page 166 of 254 Page 167 of 254 Page 168 of 254 ----ClTYOF---- FARMINGTON ;;-.,•· S t ATTACHMENT {D) RESPONSIBLE CONTRACTOR VERIFICATION CONTRACTED TREE SERVICES AFFIDAVIT OF RESPONSIBLE CONTRACTOR FORM I hereby swear (or affirm) under the penalty for perjury: 1.That I am a contractor within the meaning of MINN. STAT.§ 16C.285, subd l(c); 2.That I am in compliance with worker's compensation and unemployment insurance requirements; 3.That I am currently registered with the Department of Revenue and the Department of Employment and Economic Development; 4.That I have a valid Federal Tax Identification Number; 5.That I have filed a Certificate of Authority to transact business in Minnesota with the Secretary of State. • • Signed ______________________________ _ Firrrj ,;Jame Easy Tree Service, LLC 46-1229518 Quoter's E.I. Number: ________________________ _ (Number used on Employer's Quarterly Federal Tax Return, U.S. Treasury Department Form 941) Notary Pu CHER\ LEE pQN 10 NOTARY plJ5L\C M\N NESOTAc.,� •~~ '"'"" 31, 2030 My � i:;..,.+"' � JOI I_. I Page 1 of 1 ---------- Page 169 of 254 REGULAR COUNCIL AGENDA MEMO To: Mayor, Councilmembers and City Administrator From: John Powell, Public Works Director Department: Engineering Subject: Resolution 2026-011 Declaring Items as Surplus and Authorizing Disposal Meeting: Regular Council - Jan 20 2026 INTRODUCTION: Public Works is requesting authorization to dispose of equipment that has exceeded its useful life, and which has been replaced. DISCUSSION: A complete listing of the items proposed to be declared surplus is provided below: General Motors steel wheel rims (12) Whelen Howler sirens (4) General Motors sideview mirrors 1999-2007 (1 set) These are spare items due to vehicle and siren updates. BUDGET IMPACT: None; any proceeds received will be forwarded to the Finance Department. ACTION REQUESTED: Adopt Resolution 2026-011 Declaring Items as Surplus and Authorizing Disposal. ATTACHMENTS: Resolution 2026-011 Page 170 of 254 CITY OF FARMINGTON DAKOTA COUNTY, MINNESOTA RESOLUTION 2026-011 A RESOLUTION DECLARING ITEMS AS SURPLUS AND AUTHORIZING DISPOSAL WHEREAS, the Public Works Department is requesting authorization to dispose of the following equipment that is no longer in use due to the condition and usefulness of the equipment and is requesting to dispose of the equipment via auction or sale: • General Motors steel wheel rims (12) • Whelen Howler sirens (4) • General Motors sideview mirrors 1999-2007 (1 set) NOW, THEREFORE, BE IT RESOLVED, by the Mayor and City Council of the City of Farmington that the above-listed items are declared surplus and are authorizing disposal. Adopted by the City Council of the City of Farmington, Minnesota, this 20th day of January 2026. ATTEST: ____________________________ ______________________________ Joshua Hoyt, Mayor Shirley R Buecksler, City Clerk Page 171 of 254 REGULAR COUNCIL AGENDA MEMO To: Mayor, Councilmembers and City Administrator From: Shirley Buecksler, City Clerk Department: Administration Subject: Appointments to Boards and Commissions for Terms Starting February 1, 2026 Meeting: Regular Council - Jan 20 2026 INTRODUCTION: The City Council will make recommendations for appointments to various boards and commissions for terms starting February 1, 2026. DISCUSSION: The City Council conducted interviews on December 15, 2025 for open seats on the Parks & Recreation Advisory Commission, Planning Commission, Rambling River Center Advisory Board, and the Water Board. Following these interviews, the City Council directed Staff to conduct background investigations for the applicants who were selected for appointment and reappointment, and to bring successful applicants to the January 20, 2026 Regular City Council Meeting for appointment. The following candidates have passed a successful background investigation and Staff recommends approval of the new Commissioners and terms listed below: BOARD/COMMISSION CANDIDATE TERM START TERM END Parks & Recreation Advisory Commission David Barr Feb 1, 2026 Jan 31, 2029 Parks & Recreation Advisory Commission David McMillen Feb 1, 2026 Jan 31, 2029 Planning Commission Lisa Ellis Feb 1, 2026 Jan 31, 2028 Planning Commission Gary Rutherford Feb 1, 2026 Jan 31, 2028 Planning Commission Phil Windschitl Feb 1, 2026 Jan 31, 2028 Rambling River Center Advisory Commission Maureen Kunde Feb 1, 2026 Jan 31, 2029 Rambling River Center Advisory Commission Pennie Page Feb 1, 2026 Jan 31, 2029 Rambling River Center Advisory Commission Blanche Reichert Feb 1, 2026 Jan 31, 2029 Water Board Mitchell Snobeck Feb 1, 2026 Jan 31, 2028 Page 172 of 254 BUDGET IMPACT: Stipends are included in the City's 2026 budget. ACTION REQUESTED: Approve appointments to terms as listed above to the Parks and Recreation Advisory Commission, Planning Commission, Rambling River Center Advisory Board, and the Water Board for 2026. ATTACHMENTS: Certificate of Appointment, David Barr Certificate of Appointment, David McMillen Certificate of Appointment, Lisa Ellis Certificate of Appointment, Gary Rutherford Certificate of Appointment, Phil Windschitl Certificate of Appointment, Maureen Kunde Certificate of Appointment, Pennie Page Certificate of Appointment, Blanche Reichert Certificate of Appointment, Mitchell Snobeck Page 173 of 254 State of Minnesota County of Dakota Certificate of Appointment David Barr Parks & Recreation Advisory Commission Pursuant to Ordinance 004-509, as Mayor of the City of Farmington, Minnesota, and with the consent and approval of the Farmington City Council, as expressed in the Council minutes dated January 20, 2026, I hereby appoint David Barr as a Member of the Parks & Recreation Advisory Commission of the City of Farmington, to serve for the term of office from February 1, 2026 through January 31, 2029. In witness whereof, I have hereunto set my hand as Mayor of the City of Farmington, Minnesota, and have caused the official corporate Seal of the City of Farmington to be affixed. (SEAL) _________________________________ Joshua Hoyt, Mayor Pa g e 1 7 4 o f 2 5 4 State of Minnesota County of Dakota Certificate of Appointment David McMillen Parks & Recreation Advisory Commission Pursuant to Ordinance 004-509, as Mayor of the City of Farmington, Minnesota, and with the consent and approval of the Farmington City Council, as expressed in the Council minutes dated January 20, 2026, I hereby appoint David McMillen as a Member of the Parks & Recreation Advisory Commission of the City of Farmington, to serve for the term of office from February 1, 2026 through January 31, 2029. In witness whereof, I have hereunto set my hand as Mayor of the City of Farmington, Minnesota, and have caused the official corporate Seal of the City of Farmington to be affixed. (SEAL) _________________________________ Joshua Hoyt, Mayor Pa g e 1 7 5 o f 2 5 4 State of Minnesota County of Dakota Certificate of Appointment Lisa Ellis Planning Commission Pursuant to Ordinance 004-509, as Mayor of the City of Farmington, Minnesota, and with the consent and approval of the Farmington City Council, as expressed in the Council minutes dated January 20, 2026, I hereby appoint Lisa Ellis as a Member of the Planning Commission of the City of Farmington, to serve for the term of office from February 1, 2026 through January 31, 2028. In witness whereof, I have hereunto set my hand as Mayor of the City of Farmington, Minnesota, and have caused the official corporate Seal of the City of Farmington to be affixed. (SEAL) _________________________________ Joshua Hoyt, Mayor Pa g e 1 7 6 o f 2 5 4 State of Minnesota County of Dakota Certificate of Appointment Gary Rutherford Planning Commission Pursuant to Ordinance 004-509, as Mayor of the City of Farmington, Minnesota, and with the consent and approval of the Farmington City Council, as expressed in the Council minutes dated January 20, 2026, I hereby appoint Gary Rutherford as a Member of the Planning Commission of the City of Farmington, to serve for the term of office from February 1, 2026 through January 31, 2028. In witness whereof, I have hereunto set my hand as Mayor of the City of Farmington, Minnesota, and have caused the official corporate Seal of the City of Farmington to be affixed. (SEAL) _________________________________ Joshua Hoyt, Mayor Pa g e 1 7 7 o f 2 5 4 State of Minnesota County of Dakota Certificate of Appointment Phil Windschitl Planning Commission Pursuant to Ordinance 004-509, as Mayor of the City of Farmington, Minnesota, and with the consent and approval of the Farmington City Council, as expressed in the Council minutes dated January 20, 2026, I hereby appoint Phil Windschitl as a Member of the Planning Commission of the City of Farmington, to serve for the term of office from February 1, 2026 through January 31, 2028. In witness whereof, I have hereunto set my hand as Mayor of the City of Farmington, Minnesota, and have caused the official corporate Seal of the City of Farmington to be affixed. (SEAL) _________________________________ Joshua Hoyt, Mayor Pa g e 1 7 8 o f 2 5 4 State of Minnesota County of Dakota Certificate of Appointment Maureen Kunde Rambling River Center Advisory Board Pursuant to Ordinance 004-509, as Mayor of the City of Farmington, Minnesota, and with the consent and approval of the Farmington City Council, as expressed in the Council minutes dated January 20, 2026, I hereby appoint Maureen Kunde as a Member of the Rambling River Center Advisory Board of the City of Farmington, to serve for the term of office from February 1, 2026 through January 31, 2029. In witness whereof, I have hereunto set my hand as Mayor of the City of Farmington, Minnesota, and have caused the official corporate Seal of the City of Farmington to be affixed. (SEAL) _________________________________ Joshua Hoyt, Mayor Pa g e 1 7 9 o f 2 5 4 State of Minnesota County of Dakota Certificate of Appointment Pennie Page Rambling River Center Advisory Board Pursuant to Ordinance 004-509, as Mayor of the City of Farmington, Minnesota, and with the consent and approval of the Farmington City Council, as expressed in the Council minutes dated January 20, 2026, I hereby appoint Pennie Page as a Member of the Rambling River Center Advisory Board of the City of Farmington, to serve for the term of office from February 1, 2026 through January 31, 2029. In witness whereof, I have hereunto set my hand as Mayor of the City of Farmington, Minnesota, and have caused the official corporate Seal of the City of Farmington to be affixed. (SEAL) _________________________________ Joshua Hoyt, Mayor Pa g e 1 8 0 o f 2 5 4 State of Minnesota County of Dakota Certificate of Appointment Blanche Reichert Rambling River Center Advisory Board Pursuant to Ordinance 004-509, as Mayor of the City of Farmington, Minnesota, and with the consent and approval of the Farmington City Council, as expressed in the Council minutes dated January 20, 2026, I hereby appoint Blanche Reichert as a Member of the Rambling River Center Advisory Board of the City of Farmington, to serve for the term of office from February 1, 2026 through January 31, 2029. In witness whereof, I have hereunto set my hand as Mayor of the City of Farmington, Minnesota, and have caused the official corporate Seal of the City of Farmington to be affixed. (SEAL) _________________________________ Joshua Hoyt, Mayor Pa g e 1 8 1 o f 2 5 4 State of Minnesota County of Dakota Certificate of Appointment Mitchell Snobeck Water Board Pursuant to Ordinance 004-509, as Mayor of the City of Farmington, Minnesota, and with the consent and approval of the Farmington City Council, as expressed in the Council minutes dated January 20, 2026, I hereby appoint Mitchell Snobeck as a Member of the Water Board of the City of Farmington, to serve for the term of office from February 1, 2026 through January 31, 2028. In witness whereof, I have hereunto set my hand as Mayor of the City of Farmington, Minnesota, and have caused the official corporate Seal of the City of Farmington to be affixed. (SEAL) _________________________________ Joshua Hoyt, Mayor Pa g e 1 8 2 o f 2 5 4 REGULAR COUNCIL AGENDA MEMO To: Mayor, Councilmembers and City Administrator From: John Powell, Public Works Director Department: Engineering Subject: Professional Services Agreement with WSB, LLC for the Willow Street MSA Improvements Meeting: Regular Council - Jan 20 2026 INTRODUCTION: At the April 21, 2025 City Council meeting, a Professional Services Agreement (PSA) was approved with WSB, LLC for preparation of a 30% design along with a feasibility report for the Willow Street MSA Improvements. The project area includes Willow Street from 5th Street to 8th Street. The attached Feasibility Report will be presented, which includes estimated costs as well as options for the roadway section. The requested action will allow the consultant to continue with the design process. DISCUSSION: Early in 2023, the City Council approved the Consultant Pool for 2023-2027. WSB, LLC is one of the firms on based and scope attached the budget has and Pool Consultant prepared the in discussions with City Staff. Major scope tasks related to preparation of the final plans and specifications include the following: Data Collection Final Design & Plans Meetings/Open House Contract Documents/Specifications Permitting Constructability Review Cost Estimate Design will be prepared to meet Municipal State Aid (MSA) standards and will be submitted to the Minnesota Department of Transportation for review and approval. The scope also includes Bidding Assistance through contract award; and utilizing online bidding. With this process, the contractors make all bid submittals and pricing electronically and do not drop bid Page 183 of 254 documents off in person. This process expedites creation of the bid tabulation and review of bid submittals. Per the Feasibility Report, the expected schedule is as follows: March 16, 2026 City Council Receives Plans & Authorizes Advertisement for Bids April 20, 2026 City Council Awards Construction Contract April 27, 2026 Pre-Construction Meeting April 29, 2026 Neighborhood Meeting May 15, 2026 Begin Construction September 30, 2026 Substantial Completion October 15, 2026 Final Completion October 2028 Two-Year Warranty Inspection BUDGET IMPACT: Work under this contract will be billed hourly for a cost not to exceed $112,470. As identified in the approved 2026-2030 Capital Improvement Plan, the funding sources for this project are as follows: Funding Source Amount 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 estimated project cost in the Feasibility Report of $1,602,150 exceeds the identified funding amount but also includes a 10% contingency and 18% for other costs such as engineering, surveying, soil borings, materials testing, sewer televising, permits, etc. A significant portion of the cost overage is related to removal and replacement of unsuitable soils beneath the existing roadway ACTION REQUESTED: Approve the Professional Services Agreement with WSB, LLC for the Willow Street MSA Improvements Final Design and Bidding ATTACHMENTS: Willow Street MSA Improvments Feasibility FINAL 012026 012026 wsb willow street MSA final design unsigned Page 184 of 254 17 8 E 9 T H S T R E E T | SU I T E 2 0 0 | SA I N T P A U L , M N | 55 1 0 1 | 65 1 . 2 8 6 . 8 4 5 0 | WS B E N G . C O M FEASIBILITY REPORT WILLOW STREET MSA IMPROVEMENTS FARMINGTON | DAKOTA COUNTY | MINNESOTA January 20, 2026 Prepared for: City of Farmington 430 Third Street Farmington, MN 55024 CITY PROJECT NO. 26-03 WSB PROJECT NO. 0 30716-000 Page 185 of 254 Feasibility Report Willow Street MSA Improvements City Project No. 26-03 City of Farmington WSB Project No. 030716-000 Table of Contents Table of Contents Table of Contents Certification 1. Executive Summary .................................................................................. 1 2. Project Location ....................................................................................... 2 2.1 Project History ..................................................................................... 2 2.2 Existing Conditions ............................................................................... 2 3. Proposed Improvements ............................................................................ 3 3.1 Surface and Street ............................................................................... 3 3.2 S torm Sewer ........................................................................................ 4 3.3 Watermain ........................................................................................... 4 3.4 Sanitary Sewer ..................................................................................... 4 4. Right-of-Way and Easements ..................................................................... 5 5. Private Utilities/Wetlands/Trees ................................................................. 6 5.1 Private Utilities .................................................................................... 6 5.2 Wetlands ............................................................................................. 6 5.3 Trees .................................................................................................. 6 6. Permits / Approvals .................................................................................. 7 7. Operational Issues and Costs .................................................................... 8 8. Opinion of Probable Cost .......................................................................... 9 9. Proposed Funding ................................................................................... 10 10. Project Schedule ..................................................................................... 11 11. Public Involvement .................................................................................. 12 12. Feasibility and Recommendation ............................................................... 13 Appendix A Project Location Map Appendix B Design Concepts Page 186 of 254 Feasibility Report Willow Street MSA Improvements City Project No. 26-03 City of Farmington WSB Project No. 030716-000 Table of Contents Appendix C Preliminary Cost Estimate Appendix D Geotechical Report Appendix E Tree Removals Page 187 of 254 Feasibility Report Willow Street MSA Improvements City Project No. 26-03 City of Farmington WSB Project No. 030716-000 Certification Certification Sheet I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly lice nsed professional engineer under the laws of the State of Minnesota. Mark Erichson, PE _______________________________________________ Date: January 20, 2026 Lic. No. 40886 Quality Control Review Completed By: Nick Guilliams, PE _______________________________________________ Date: January 20, 2026 Lic. No. 5 2109 Page 188 of 254 Feasibility Report Willow Street MSA Improvements City Project No. 26-03 City of Farmington WSB Project No. 030716-000 Page 1 1. Executive Summary The feasibility study and report for the Willow Street MSA Improvements has been prepared for the City of Farmington. The proposed improvements include the complete reconstruction of the street, replacement of the water main along with services to the right-of-way, and the installation of a new segment of water main. Additionally, the project will involve replacing the storm sewer and adding more catch basins to enhance drainage in the area. These improvements will take place on Willow Street from 8th Street to 5th Street. The total project cost is estimated to be $1,602,150 . The project is proposed to be funded through a combination of state aid, stormwater fund, and water fund. The estimated costs for the proposed improvements are detailed in the table below. Those costs include a 10 % construction contingency and 18% allowance for indirect costs. This project is feasible, necessary, and cost-effective from an engineering standpoint and should be constructed as proposed herein. COST SUMMARY Construction Costs: Schedule A - Street Improvements $933,250.00 Schedule B - Watermain Improvements $255,540.00 Schedule C - Storm Sewer Improvements $168,960.00 Construction Total: $1,357,750.00 Engineering and Administration Costs (18%) $244,400.00 TOTAL ESTIMATED PROJECT COSTS: $1,602,150.00 Page 189 of 254 Feasibility Report Willow Street MSA Improvements City Project No. 26-03 City of Farmington WSB Project No. 030716-000 Page 2 2. Project Location The project area (depicted on the map in Appendix A) is Willow Street from its east intersection with Chippendale Avenue (TH 3) to its west intersection with 5 th Street. 2.1 Project History The City Council authorized the preparation of a feasibility study and preliminary design on the Willow Street MSA Improvements on April 21, 2025. On June 3, 2024, the City Council approved the five-year street reconstruction plan and identified Willow Street from 5 th Street to 8th Street for improvements in 2026. 2.2 Existing Conditions Willow Street primarily serves as access for single-family residences and businesses. It is classified as a municipal state-aid road and features a two-lane, undivided urban section with on-street parking and no sidewalk. The existing roadway is approximately 44 feet wide, measured from the face of the curb, and is surfaced with bituminous asphalt pavement and B618 (vertical curb 6 inches, 18-inch gutter width) concrete curbs. A P avement C ondition Index (PCI) rating was completed along Willow Street in May of 2023. Over 90% of Willow Street east of 5th Street had a PCI rating of either 40 or 43. The existing asphalt pavement and concrete curb have deteriorated to the extent that reconstruction is necessary, as indicated by visible distress. The pavement thickness currently ranges from 4 to 5 inches, while the aggregate depth varies from 8 to 24 inches. Soil borings revealed shallow groundwater in the area. This information was obtained from boring logs conducted in June 2025, which are included in Appendix D . There is an existing storm sewer system along the corridor; however, the spacing of the current catch basins and the capacity of the pipe network do not appear to comply with MnDOT drainage design guidelines. The previously completed improvements at 5 th Street accommodated the redirection of the storm sewer along Willow Street from 7th Street to 5th Street, allowing the storm sewer to be extended as needed. Willow Street is generally flat, which leads to occasional standing water and contributes to pavement degradation. All homes and businesses within the project area are served by city-owned watermain and sanitary sewer systems. Watermains are 6 -inch cast-iron pipes (CIP) with copper services to each household. Sanitary sewer mains are 8 inches in diameter and vary in material type. Sanitary sewer televising conducted in November 2025 showed that the sanitary sewer was previously lined and had no significant deficiencies. Page 190 of 254 Feasibility Report Willow Street MSA Improvements City Project No. 26-03 City of Farmington WSB Project No. 030716-000 Page 3 3. Proposed Improvements 3.1 Surface and Street The current City standard width for an Industrial/Commercial street section is 38 feet, per city standard detail STR-06A, with parking on one side. There currently exists parking on both sides of Willow Street. In order to preserve parking on both sides and maintain wider through lanes, narrowing of the roadway is not recommended. Willow Street is proposed to be reconstructed at its current width of 44 feet from the face of the curb. The road will be built in accordance with MnDOT State-Aid standards. The initial design options have been developed and are available in Appendix B . Option 1 T w o 1 4 -foot travel lanes and 8-foot parking lanes on both sides. Option 2 T wo 11.5 -foot travel lanes, 8-foot parking on one side, and bike lanes on each side as recommended in the City’s 2019 Bicycle and Pedestrian Plan. This option requires removing parking on one side of the road to accommodate the bike lanes. There is limited roadway space to re-purpose for bike lanes. If bike lanes are provided, they would likely be located between the parking lanes and the travel lanes. The curb gutter area is suitable for parking, but does not function well as part of a bike lane. From a user standpoint, bike lanes adjacent to commercial trucks and parked vehicles with doors opening into the bike lanes create conflicts. Additionally, the City’s adopted Bicycle and Pedestrian Plan recommends the installation of a high-visibility crosswalk at the intersection of 8th Street. The crosswalk would be located near the recently installed shared-use path along Highway 3. Two road design concepts have been prepared to address the 8th Street access to Dakota County Lumber. In 2025, the Minnesota Department of Transportation (MnDOT) completed a Highway 3 Access Management Study. Two preliminary concepts were identified for the Willow Street intersection; one which included additional turn lanes and another that considered a roundabout at this location. Both concepts recommended the closure of 8 th Street on the south side of Willow Street, and rerouting Dakota County Lumber traffic directly onto Willow Street. Relocating this access to Willow Street would also require purchase of a small triangle of property from Peerless Plastics. When this option was raised in meetings with both Dakota County Lumber and Peerless Plastics, there was support for pursuing the 8th Street closure as an option. The “dead end” area of 8th Street could be repurposed for parking. Page 191 of 254 Feasibility Report Willow Street MSA Improvements City Project No. 26-03 City of Farmington WSB Project No. 030716-000 Page 4 Option 1 Proposes reconstructing the road and leaving the 8th Street access to Willow Street. Option 2 P roposes reconstructing the road and eliminating the 8th Street access by extending the curb through 8th Street. Access to Dakota County Lumber would be provided via a new driveway on the south side of Willow Street, just west of the intersection with 8th Street. More details can be found in the design concepts in Appendix B. Further evaluation of the design options will occur during the final design phase. We recommend gathering additional public feedback regarding both the bike lanes and the closure of 8th Street. For this reason, an additional neighborhood meeting has been added during the final design process. 3.2 S torm Sewer T he corridor was evaluated for drainage improvements and upgrades to the storm sewer system to comply with MnDOT drainage design guidelines. Reconstruction of the streets offers the opportunity to increase profile grades to better direct runoff to low points and through street intersections. Based on the analysis of the drainage system, replacement of the storm sewer is proposed to improve street drainage. The new storm sewer system will be designed to handle a 10-year design storm, per the City standard, and will be laid out based on the final grade of the roadway. 3.3 Watermain Given the age, size, and condition of the existing watermain along Willow Street, it is recommended that the existing 6-inch cast-iron pipe (CIP) watermain between 5th Street and 7 th Street be replaced with an 8-inch ductile-iron pipe (DIP). A new 8-inch DIP watermain is proposed between 7th Street and 8th Street to improve water system reliability and flows. This is consistent with recent Water Board direction regarding watermain replacement in street reconstruction areas. Individual water services will be replaced between the new main and the right-of-way. 3.4 Sanitary Sewer The sanitary sewer system along Willow Street was inspected by televising to assess the condition, and it was determined that replacement is not warranted at this time. Any sanitary sewer services encountered during the installation of watermain, or storm sewer, will be completely replaced between the main and the property line. Page 192 of 254 Feasibility Report Willow Street MSA Improvements City Project No. 26-03 City of Farmington WSB Project No. 030716-000 Page 5 4. Right-of-Way and Easements The existing right-of-way is generally 80 feet throughout the project area. No permanent or temporary easements are required. If there is a need to access areas outside of the existing right-of-way, staff will work with the affected property owner to obtain a right of entry. If the Dakota County Lumber access is relocated to Willow Street, about 540 square feet of property would need to be acquired from 510 Willow Street (Peerless Plastics). If needed, this property acquisition would be triangular in shape at the eastern extreme of the property. Page 193 of 254 Feasibility Report Willow Street MSA Improvements City Project No. 26-03 City of Farmington WSB Project No. 030716-000 Page 6 5. Private Utilities/Wetlands/Trees 5.1 Private Utilities Private utilities are located throughout the project corridor and have been mapped using the Gopher State One Call process. The most prominent are overhead utilities on the south side of the road. Utility locations were collected during the topographic survey. Impacts on private utilities are expected to be minimal. A private utility coordination meeting will be held during the final design phase, before construction begins. 5.2 Wetlands No wetlands exist in the project area. 5.3 Trees Tree locations were inventoried and mapped as part of the topographic survey process. The condition of the trees within the project area were reviewed by the City’s Natural Resource Specialist. Ash trees within the public right of way, as well as trees with declining health, poor structural stability, or trees that are replaceable with existing nursery stock, are candidates for removal prior to construction activities. In addition, large healthy trees growing too close to a project that involves major soil disturbance of any kind should be removed to avoid conflicts with the construction activity. Additional field review of trees by city staff, and discussions with residents as needed, will occur in spring 2026 ahead of anticipated construction. Trees identified for removal can be found in Appendix E. Page 194 of 254 Feasibility Report Willow Street MSA Improvements City Project No. 26-03 City of Farmington WSB Project No. 030716-000 Page 7 6. Permits / Approvals The following permits are required for the proposed improvements: • An NPDES permit for construction activity will be required since more than one (1) acre will be disturbed by construction activities with the project. • Minnesota Department of Health (MDH) Permit – Replacement of Watermain. • MnDOT Right of Way Permit. Page 195 of 254 Feasibility Report Willow Street MSA Improvements City Project No. 26-03 City of Farmington WSB Project No. 030716-000 Page 8 7. Operational Issues and Costs Upon project completion, operational issues and costs will decrease due to new pavement requiring less maintenance, improved drainage, and watermain upgrades. Page 196 of 254 Feasibility Report Willow Street MSA Improvements City Project No. 26-03 City of Farmington WSB Project No. 030716-000 Page 9 8. Opinion of Probable Cost The total project cost is estimated to be $1,602,150. A detailed cost breakdown for the proposed project is available in Appendix C of this report. The opinion of cost incorporates estimated 2026 construction costs and includes a 10% contingency factor. Indirect costs are projected at 18% of the estimated construction cost and include legal, engineering, administrative, and financing costs. COST SUMMARY Construction Costs: Schedule A - Street Improvements $933,250.00 Schedule B - Watermain Improvements $255,540.00 Schedule C - Storm Sewer Improvements $168,960.00 Construction Total: $1,357,750.00 Engineering and Administration Costs (18%) $244,400.00 TOTAL ESTIMATED PROJECT COSTS: $1,602,150.00 Page 197 of 254 Feasibility Report Willow Street MSA Improvements City Project No. 26-03 City of Farmington WSB Project No. 030716-000 Page 10 9. Proposed Funding The 2026 -2030 Capital Improvement Plan allocated $1,025,000 for the propose d improvements with funding sources as follows: Funding Source Amount State Aid Construction Funds $ 8 00,000 Sanitary Sewer Fund $ 75,000 Water Fund $ 150,000 Total $1,025,000 Based on the estimated project costs and scope, the recommended funding sources are as follows: Funding Source Amount State Aid Construction Funds $1,300,610 Water Fund $ 301,5 40 Total $1,602,150 This project will not be subject to the Chapter 429 Special Assessment process. Page 198 of 254 Feasibility Report Willow Street MSA Improvements City Project No. 26-03 City of Farmington WSB Project No. 030716-000 Page 11 10. Project Schedule The proposed schedule for this improvement is as follows: Order Feasibility Report April 21, 2025 Neighborhood Meeting 1 (background, issues, etc.) September 11, 2025 Neighborhood Meeting 2 (review of design concepts) November 19, 2025 City Council Receives Feasibility Report January 20, 2026 City Council Authorizes Preparation of Plans and Specifications and PSA January 20, 2026 Neighborhood Meeting 3 (8th Street closure; one-sided parking) January 22, 2026 Submit 95% Plans to State Aid for Comment February 20, 2026 Anticipated MnDOT Comments Received March 13, 2026 Council Receives Plans and Specifications and Authorizes Advertisement for Bids March 16, 2026 Ad for Bid to Finance and Commerce March 17, 2026 Publication Dates for Finance and Commerce March 20 and 27, 2026 Ad for Bid to Dakota County Tribune March 17, 2026 Publication Dates for Dakota County Tribune March 20 and 27, 2026 MnDOT State Aid Final Review and Approval March 27, 2026 Receive Bids (10:00 am) April 14, 2026 Award Contract April 20, 2026 Authorize Construction Services PSA April 20, 2026 Pre-construction Meeting April 27, 2026 Neighborhood Meeting (with contractor, pre-construction) April 29, 2026 Begin Construction May 15, 2026 Construction Substantially Complete September 30, 2026 Construction Final Completion October 15, 2026 Two Year Warranty Inspection (after final payment) October 2028 Note: Italicized items have already been completed Page 199 of 254 Feasibility Report Willow Street MSA Improvements City Project No. 26-03 City of Farmington WSB Project No. 030716-000 Page 12 11. Public Involvement The Public involvement process included a mailed survey and neighborhood open houses . Nine survey responses were received from the questionnaire that identified known infrastructure issues. Open House Meeting #1 – September 11, 2025 The purpose of this meeting was to introduce the project, discuss overall goals, and gather feedback on known issues that residents are experiencing. Two residents attended the meeting, with comments focused on the scope of improvements, the timing of construction, and potential disturbances. Open House Meeting #2 – November 19, 2025 The purpose of this meeting was to solicit specific feedback on the proposed design concepts. Topics discussed included watermain replacement, a proposed new watermain segment between 7th and 8th Streets, a potential closure at 8th Street, and potential bike lanes. Two residents attended the meeting who expressed support for the project. Additional neighborhood meetings would be scheduled as needed. A construction open house meeting will be held before construction to address issues such as access, noise levels, working hours, project schedule, and contacts. Page 200 of 254 Feasibility Report Willow Street MSA Improvements City Project No. 26-03 City of Farmington WSB Project No. 030716-000 Page 13 12. Feasibility and Recommendation The Willow Street MSA improvements include roadway reconstruction, replacement of concrete curb and gutter, replacement of watermain, new watermain, and storm sewer improvements. The total estimated cost for the project, including roadway, storm sewer, and watermain improvements, is $1,602,150 . The project is proposed to be funded through a combination of municipal state-aid funds and local funds. Construction costs are based on anticipated 2026 construction costs. This project is feasible, necessary, and cost-effective from an engineering standpoint. The project's feasibility is subject to financial review by the City. Based on the information contained in this report, it is recommended that the improvements outlined herein be implemented. Page 201 of 254 Feasibility Report Willow Street MSA Improvements City Project No. 26-03 City of Farmington WSB Project No. 030716-000 Appendix Appendix A Project Location Map Page 202 of 254 WSB PROJECT NO.: 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 \ E x h i b i t s \ 0 3 0 7 1 6 - 0 0 0 - C P - L O C - M A P . d w g 12 / 4 / 2 0 2 5 1 : 4 3 : 0 4 P M 030716-000 WILLOW STREET MSA IMPROVEMENTS PROJECT LOCATION MAP FARMINGTON, MINNESOTA EXHIBIT 1 N DECEMBER, 2025 4T H S T R E E T 7T H S T R E E T 8T H S T R E E T CH I P P E N D A L E A V E N U E ( T H 3 ) WILLOW STREET 6T H S T R E E T 7T H S T R E E T 5T H S T R E E T 5T H S T R E E T PINE STREET MAIN STREET ELM STREET 3R D S T R E E T OAK STREET CH I P P E N D A L E A V E N U E ( T H 3 ) Page 203 of 254 Feasibility Report Willow Street MSA Improvements City Project No. 26-03 City of Farmington WSB Project No. 030716-000 Appendix Appendix B Design Concepts Page 204 of 254 22' 13' LANE 40' R/W 22' 5' BIKE LANE 40' R/W 5' BOULEVARD 5' BOULEVARD C/L 4" TOPSOIL AND SOD C/L PROFILE SEE INSET A 2.0%2.0%2.0%2.0% INSET A 3" TYPE SP12.5 BITUMINOUS WEARING COURSE MIXTURE SPWEB330C 1.5" TYPE SP9.5 BITUMINOUS WEARING COURSE MIXTURE SPWEA340C 2357 BITUMINOUS TACK COAT 12" AGGREGATE BASE CLASS 5 (OR RECYCLED EQUAL MEETING MNDOT 3138) WILLOW STREET WITH BIKE LANES OPTION 2 NOT TO SCALE 13' LANE 5' BIKE LANE 8' PARKING 22' 14' LANE 40' R/W 22' 8' PARKING 40' R/W 5' BOULEVARD 5' BOULEVARD C/L 4" TOPSOIL AND SOD C/L PROFILE SEE INSET A 2.0%2.0%2.0%2.0% WILLOW STREET WITH NO BIKE LANES OPTION 1 NOT TO SCALE 14' LANE 8' PARKING B618 CONCRETE CURB & GUTTER B618 CONCRETE CURB & GUTTER B618 CONCRETE CURB & GUTTER B618 CONCRETE CURB & GUTTER 12" EXCAVATION SUBGRADE AND AGGREGATE BACKFILL (MNDOT 3149.2E) WSB PROJECT NO.: 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 \ E x h i b i t s \ 0 3 0 7 1 6 - 0 0 0 - C P - T S C T - M S T R . d w g 12 / 3 0 / 2 0 2 5 3 : 3 3 : 2 9 P M 030716-000 WILLOW STREET MSA IMPROVEMENTS TYPICAL SECTIONS FARMINGTON, MINNESOTA EXHIBIT 2 DECEMBER, 2025 Pa g e 2 0 5 o f 2 5 4 609 WILLOW ST605 WILLOW ST519 WILLOW ST517 WILLOW ST513 WILLOW ST509 WILLOW ST507 WILLOW ST501 WILLOW ST421 WILLOW ST 500 WILLOW ST 504 WILLOW ST 510 WILLOW ST 14" 24" 20"10" 32"32" S S S ST ST 44' F/F 8" DIP 24" 8" 21 " 21 " EX 8 " D I P S S EXISTING WATERMAIN PROPOSED WATERMAIN EXISTING SANITARY SEWER PROPOSED SANITARY SEWER EXISTING SANITARY MANHOLE PROPOSED SANITARY MANHOLE PROPOSED CURB AND GUTTER EXISTING STORM SEWER PIPE EXISTING STORM STRUCTURE PROPOSED STORM SEWER PIPE PROPOSED DRAINAGE STRUCTURE ST BITUMINOUS ROAD / DRIVEWAY CONCRETE DRIVEWAY / SIDEWALK BITUMINOUS TRAIL OPTIONAL ROAD CLOSURE LEGEND EXISTING CONIFEROUS TREE EXISTING DECIDUOUS TREE 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 \ E x h i b i t s \ 0 3 0 7 1 6 - 0 0 0 - C P - S I T E - B A S E . d w g 1/ 5 / 2 0 2 6 9 : 4 5 : 5 4 A M EXHIBIT 3 WSB PROJECT NO.: 030716-000 WILLOW STREET MSA IMPROVEMENTS FARMINGTON, MINNESOTA 5T H S T R E E T PROPOSED IMPROVEMENTS MA T C H L I N E S E E E X H I B I T 4 DECEMBER, 2025 SCALE IN FEET 0 H: 50 100 N Pa g e 2 0 6 o f 2 5 4 705 WILLOW ST701 WILLOW ST621 WILLOW ST615 WILLOW ST613 WILLOW ST609 WILLOW ST 28 8TH ST 10"14"8"14"14"12"10"12"14" 44' F/F 24" 8" DIP 8" DIP EX 1 2 " D I P 27 " EX 6 " D I P 15 " 24" S S EXISTING WATERMAIN PROPOSED WATERMAIN EXISTING SANITARY SEWER PROPOSED SANITARY SEWER EXISTING SANITARY MANHOLE PROPOSED SANITARY MANHOLE PROPOSED CURB AND GUTTER EXISTING STORM SEWER PIPE EXISTING STORM STRUCTURE PROPOSED STORM SEWER PIPE PROPOSED DRAINAGE STRUCTURE ST BITUMINOUS ROAD / DRIVEWAY CONCRETE DRIVEWAY / SIDEWALK BITUMINOUS TRAIL OPTIONAL ROAD CLOSURE LEGEND EXISTING CONIFEROUS TREE EXISTING DECIDUOUS TREE 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 \ E x h i b i t s \ 0 3 0 7 1 6 - 0 0 0 - C P - S I T E - B A S E . d w g 1/ 5 / 2 0 2 6 9 : 4 5 : 1 9 A M EXHIBIT 4 WSB PROJECT NO.: 030716-000 WILLOW STREET MSA IMPROVEMENTS FARMINGTON, MINNESOTA 7T H S T R E E T 8T H S T R E E T CH I P P E N D A L E A V E N U E ( T H 3 ) PROPOSED IMPROVEMENTS MA T C H L I N E S E E E X H I B I T 3 DECEMBER, 2025 POTENTIAL DAKOTA COUNTY LUMBER ACCESS OPTIONAL CLOSURE OF 8TH STREET SCALE IN FEET 0 H: 50 100 N Pa g e 2 0 7 o f 2 5 4 Feasibility Report Willow Street MSA Improvements City Project No. 26-03 City of Farmington WSB Project No. 030716-000 Appendix Appendix C Preliminary Cost Estimate Page 208 of 254 WSB Project:Willow Street MSA Improvements Design By:KAK Project Location:Farmington, MN Checked By:ME City Project No.:26-03 WSB Project No:030716-000 Date:1/5/2026 ITEM NO. MNDOT SPECIFICATION NO. DESCRIPTION UNIT ESTIMATED TOTAL QUANTITY ESTIMATED UNIT PRICE ESTIMATED TOTAL COST 1 2021.501 MOBILIZATION L S 1 $41,800.00 $41,800.00 2 2101.502 CLEARING EACH 13 $450.00 $5,850.00 3 2101.502 GRUBBING EACH 13 $150.00 $1,950.00 4 2104.502 REMOVE SIGN EACH 7 $100.00 $700.00 5 2104.502 SALVAGE MAIL BOX SUPPORT EACH 2 $35.00 $70.00 6 2104.503 SAWING CONCRETE PAVEMENT (FULL DEPTH)L F 300 $6.00 $1,800.00 7 2104.503 SAWING BIT PAVEMENT (FULL DEPTH)L F 400 $4.00 $1,600.00 8 2104.503 REMOVE CURB AND GUTTER L F 2400 $3.50 $8,400.00 9 2104.504 REMOVE CONCRETE DRIVEWAY PAVEMENT S Y 350 $8.00 $2,800.00 10 2104.504 REMOVE BITUMINOUS DRIVEWAY PAVEMENT S Y 200 $5.00 $1,000.00 11 2104.504 REMOVE BITUMINOUS PAVEMENT S Y 6500 $2.00 $13,000.00 12 2104.518 REMOVE CONCRETE WALK S F 200 $6.00 $1,200.00 13 2104.601 SALVAGE AND REINSTALL LANDSCAPE STRUCTURES L S 1 $500.00 $500.00 14 2106.507 EXCAVATION - COMMON (P)C Y 3100 $28.00 $86,800.00 15 2106.507 EXCAVATION - SUBGRADE (P)C Y 2500 $28.00 $70,000.00 16 2106.507 SELECT GRANULAR EMBANKMENT (CV) (P)C Y 2500 $32.00 $80,000.00 17 2112.601 SUBGRADE PREPARATION ROAD STA 12 $200.00 $2,400.00 18 2123.610 STREET SWEEPER (WITH PICKUP BROOM)HOUR 40 $180.00 $7,200.00 19 2123.610 1.5 CU YD BACK HOE HOUR 20 $750.00 $15,000.00 20 2211.507 AGGREGATE BASE (CV) CLASS 5 (P)C Y 2800 $38.00 $106,400.00 21 2357.506 BITUMINOUS MATERIAL FOR TACK COAT GALLON 400 $3.50 $1,400.00 22 2360.504 TYPE SP 9.5 WEAR CRS MIX (2,C) 3.0" THICK S Y 200 $45.00 $9,000.00 23 2360.509 TYPE SP 9.5 WEARING COURSE MIXTURE (3,C)TON 630 $90.00 $56,700.00 24 2360.509 TYPE SP 12.5 WEARING COURSE MIXTURE (3,C)TON 1300 $85.00 $110,500.00 25 2411.601 PRECONDITION SURVEY L S 1 $15,000.00 $15,000.00 26 2502.503 4" PERF PVC PIPE DRAIN L F 300 $16.00 $4,800.00 27 2502.602 4" PVC PIPE DRAIN CLEANOUT EACH 12 $350.00 $4,200.00 28 2504.601 IRRIGATION SYSTEM REPAIR L S 1 $1,000.00 $1,000.00 29 2505.601 UTILITY COORDINATION L S 1 $1,500.00 $1,500.00 30 2506.502 ADJUST FRAME AND RING CASTING (SANITARY)EACH 2 $750.00 $1,500.00 31 2521.518 4" CONCRETE WALK S F 200 $8.00 $1,600.00 32 2521.518 6" CONCRETE WALK S F 200 $12.00 $2,400.00 33 2531.503 CONCRETE CURB AND GUTTER DESIGN B618 L F 2400 $24.00 $57,600.00 34 2531.504 6" CONCRETE DRIVEWAY PAVEMENT S Y 200 $85.00 $17,000.00 35 2531.504 8" CONCRETE DRIVEWAY PAVEMENT S Y 300 $100.00 $30,000.00 36 2531.618 TRUNCATED DOMES S F 32 $65.00 $2,080.00 37 2540.602 INSTALL MAIL BOX SUPPORT EACH 2 $185.00 $370.00 38 2540.602 TEMPORARY MAIL BOX EACH 2 $250.00 $500.00 39 2563.601 TRAFFIC CONTROL L S 1 $10,000.00 $10,000.00 40 2564.618 SIGN PANELS TYPE C S F 28 $65.00 $1,820.00 41 2564.618 SIGN PANELS TYPE SPECIAL S F 14 $65.00 $910.00 42 2573.502 STORM DRAIN INLET PROTECTION EACH 20 $250.00 $5,000.00 43 2573.503 SILT FENCE, TYPE MS L F 500 $2.75 $1,375.00 44 2573.503 SEDIMENT CONTROL LOG TYPE STRAW L F 1000 $3.50 $3,500.00 45 2573.601 STABILIZED CONSTRUCTION EXIT L S 1 $2,500.00 $2,500.00 46 2574.507 BOULEVARD TOPSOIL BORROW C Y 370 $42.00 $15,540.00 47 2575.523 WATER M GALLONS 60 $60.00 $3,600.00 48 2575.523 RAPID STABILIZATION METHOD 3 M GALLONS 3 $1,500.00 $4,500.00 49 2575.604 SODDING, TYPE LAWN S Y 2200 $12.00 $26,400.00 50 2582.503 4" SOLID LINE MULTI COMP L F 4800 $1.00 $4,800.00 51 2582.503 4" DOUBLE SOLID LINE MULTI COMP L F 1200 $1.50 $1,800.00 52 2582.518 CROSSWALK MULTI COMP S F 130 $8.00 $1,040.00 CONSTRUCTION TOTAL $848,405.00 CONTINGENCY TOTAL (10%)$84,840.50 SUBTOTAL $933,245.50 INDIRECT COST TOTAL (18%)$167,984.19 TOTAL $1,101,229.69 OPINION OF PROBABLE COST SCHEDULE A - STREET IMPROVEMENTS Page 209 of 254 WSB Project:Willow Street MSA Improvements Design By:KAK Project Location:Farmington, MN Checked By:ME City Project No.:26-03 WSB Project No:030716-000 Date:1/5/2026 ITEM NO. MNDOT SPECIFICATION NO. DESCRIPTION UNIT ESTIMATED TOTAL QUANTITY ESTIMATED UNIT PRICE ESTIMATED TOTAL COST 53 2104.502 REMOVE GATE VALVE & BOX EACH 2 $350.00 $700.00 54 2104.503 REMOVE WATER MAIN L F 940 $10.00 $9,400.00 55 2104.509 REMOVE WATER SERVICE AND CURB BOX EACH 10 $250.00 $2,500.00 56 2104.602 REMOVE SANITARY SERVICE PIPE EACH 2 $500.00 $1,000.00 57 2105.601 DEWATERING L S 1 $10,000.00 $10,000.00 58 2503.602 RECONNECT SANITARY SEWER SERVICE EACH 4 $500.00 $2,000.00 59 2503.603 4" PVC SANITARY SERVICE PIPE L F 70 $68.00 $4,760.00 60 2503.603 6" PVC SANITARY SERVICE PIPE L F 70 $72.00 $5,040.00 61 2504.601 TEMPORARY WATER SERVICE L S 1 $15,000.00 $15,000.00 62 2504.602 ADJUST GATE VALVE AND BOX EACH 2 $500.00 $1,000.00 63 2504.602 CONNECT TO EXISTING WATER MAIN EACH 5 $2,500.00 $12,500.00 64 2504.602 CONNECT TO EXISTING WATER SERVICE EACH 10 $350.00 $3,500.00 65 2504.602 HYDRANT EACH 1 $7,500.00 $7,500.00 66 2504.602 1" CORPORATION STOP EACH 10 $500.00 $5,000.00 67 2504.602 6" GATE VALVE AND BOX EACH 1 $3,500.00 $3,500.00 68 2504.602 8" GATE VALVE AND BOX EACH 3 $4,000.00 $12,000.00 69 2504.602 12"X8" WET TAP EACH 1 $10,000.00 $10,000.00 70 2504.602 1" CURB STOP AND BOX EACH 10 $750.00 $7,500.00 71 2504.603 1" TYPE K COPPER PIPE L F 300 $52.00 $15,600.00 72 2504.603 6" WATER MAIN-DUCT IRON CL 52 L F 10 $72.00 $720.00 73 2504.603 8" WATER MAIN-DUCT IRON CL 52 L F 1200 $78.00 $93,600.00 74 2504.604 4" POLYSTYRENE INSULATION S Y 50 $65.00 $3,250.00 75 2504.608 DUCTILE IRON FITTINGS POUND 520 $12.00 $6,240.00 CONSTRUCTION TOTAL $232,310.00 CONTINGENCY TOTAL (10%)$23,231.00 SUBTOTAL $255,541.00 INDIRECT COST TOTAL (18%)$45,997.38 TOTAL $301,538.38 OPINION OF PROBABLE COST SCHEDULE B - WATERMAIN IMPROVEMENTS Page 210 of 254 WSB Project:Willow Street MSA Improvements Design By:KAK Project Location:Farmington, MN Checked By:ME City Project No.:26-03 WSB Project No:030716-000 Date:1/5/2026 ITEM NO. MNDOT SPECIFICATION NO. DESCRIPTION UNIT ESTIMATED TOTAL QUANTITY ESTIMATED UNIT PRICE ESTIMATED TOTAL COST 76 2104.502 REMOVE DRAINAGE STRUCTURE EACH 9 $500.00 $4,500.00 77 2104.502 REMOVE SEWER PIPE (STORM)L F 950 $10.00 $9,500.00 78 2503.503 15" RC PIPE SEWER DESIGN 3006 CLASS V L F 180 $80.00 $14,400.00 79 2503.503 24" RC PIPE SEWER DESIGN 3006 CLASS III L F 540 $110.00 $59,400.00 80 2503.503 27" RC PIPE SEWER DESIGN 3006 CLASS III L F 50 $125.00 $6,250.00 81 2503.502 CONNECT INTO EXISTING DRAINAGE STRUCTURE EACH 2 $2,000.00 $4,000.00 82 2503.502 CONNECT TO EXISTING STORM SEWER EACH 3 $2,000.00 $6,000.00 83 2506.502 ADJUST FRAME AND RING CASTING (STORM)EACH 2 $750.00 $1,500.00 84 2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL (2'X3')EACH 6 $2,500.00 $15,000.00 85 2506.502 CASTING ASSEMBLY EACH 5 $1,200.00 $6,000.00 86 2506.502 CHIMNEY SEALS EACH 13 $350.00 $4,550.00 87 2506.503 CONSTRUCT DRAINAGE STRUCTURE DESIGN 60-4020 L F 20 $850.00 $17,000.00 88 2506.503 CONSTRUCT DRAINAGE STRUCTURE DESIGN 72-4020 L F 5 $1,100.00 $5,500.00 CONSTRUCTION TOTAL $153,600.00 CONTINGENCY TOTAL (10%)$15,360.00 SUBTOTAL $168,960.00 INDIRECT COST TOTAL (18%)$30,412.80 TOTAL $199,372.80 OPINION OF PROBABLE COST SCHEDULE C - STORM SEWER IMPROVEMENTS Page 211 of 254 Feasibility Report Willow Street MSA Improvements City Project No. 26-03 City of Farmington WSB Project No. 030716-000 Appendix Appendix D Geotechnical Report Page 212 of 254 REVISED GEOTECHNICAL REPORT 2026 STREET IMPROVEMENT PROJECT (WILLOW STREET) FARMINGTON, MINNESOTA September 19, 2025 REVISED December 30, 2025 Prepared for: City of Farmington 430 3rd Street Farmington, MN 55024 WSB PROJECT NO. 030716-000 Page 213 of 254 REVISED GEOTECHNICAL REPORT Revised Geotechnical Report 2026 Street Improvement Project Farmington, MN WSB Project No. 030716-000 2026 STREET IMPROVEMENT PROJECT (WILLOW STREET) FOR CITY OF FARMINGTON September 19, 2025 REVISED December 30, 2025 Page 214 of 254 REVISED GEOTECHNICAL REPORT Revised Geotechnical Report 2026 Street Improvement Project Farmington, MN WSB Project No. 030716-000 CERTIFICATION I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Mark W. Osborn, PE Date: September 19, 2025 Lic. No. 41362 REVISED: December 30, 2025 Page 215 of 254 54 0 G A T E W A Y B L V D | BU R N S V I L L E , M N | 55 3 3 7 | 95 2 . 7 3 7 . 4 6 6 0 | WS B E N G . C O M September 19, 2025 Revised: December 30, 2025 John Powell, PE Public Works Director/City Engineer 430 3rd Street Farmington, MN 55024 Re: Revised Geotechnical Report 2026 Street Improvement Project (Willow Street) WSB Project No.: 030716-000 We have conducted a geotechnical subsurface exploration program for the above-mentioned project. This report contains our soil boring logs, an evaluation of the conditions encountered in the borings and our recommendations for dewatering, subgrade improvements, underground utilities, pavement design, and other geotechnical related design and construction considerations. If you have questions concerning this report or our recommendations, or regarding construction material testing for this project, please call us at 952.737.4660. Sincerely, WSB Mark Osborn, PE Alex Wacek, EIT Senior Geotechnical Engineer Geotechnical Engineering Specialist Attachment: Geotechnical Report MWO/ams Page 216 of 254 TABLE OF CONTENTS Revised Geotechnical Report 2026 Street Improvement Project Farmington, MN WSB Project No. 030716-000 TITLE SHEET CERTIFICATION SHEET LETTER OF TRANSMITTAL TABLE OF CONTENTS 1.INTRODUCTION ................................................................................................................................... 1 Project Location ......................................................................................................................... 1 Project Description .................................................................................................................... 1 Purpose and Project Scope of Services .................................................................................... 1 2.PROCEDURES ..................................................................................................................................... 2 2.1 Boring Layout and Soil Sampling Procedures ........................................................................... 2 2.2 Groundwater Measurements and Borehole Abandonment ....................................................... 2 2.3 Boring Log Procedures and Qualifications ................................................................................ 2 3.EXPLORATION RESULTS .................................................................................................................. 3 3.1 Site and Geology ....................................................................................................................... 3 3.2 Subsurface Soil and Groundwater Conditions .......................................................................... 3 3.3 Strength Characteristics ............................................................................................................ 3 3.4 Groundwater Conditions ............................................................................................................ 4 4.ENGINEERING ANALYSIS AND RECOMMENDATIONS .................................................................. 5 4.1 Discussion ................................................................................................................................. 5 4.2 Backfill and Fill Selection and Compaction ............................................................................... 5 4.3 Pavement Subgrade Preparation and Stability ......................................................................... 6 4.4 Pavement Area .......................................................................................................................... 6 4.5 Utilities ....................................................................................................................................... 7 4.6 Dewatering................................................................................................................................. 7 4.7 Construction Considerations ..................................................................................................... 7 4.8 Construction Safety ................................................................................................................... 7 4.9 Cold Weather Construction ....................................................................................................... 8 4.10 Field Observation and Testing................................................................................................... 8 4.11 Plan Review and Remarks ........................................................................................................ 8 5.STANDARD OF CARE ....................................................................................................................... 10 Appendix A Soil Boring Exhibit Logs of Test Borings Symbols and Terminology on Test Boring Log Notice to Report Users Boring Log Information Unified Soil Classification System (USCS) Page 217 of 254 Revised Geotechnical Report 2026 Street Improvement Project Farmington, MN WSB Project No. 030716-000 Page 1 1.INTRODUCTION Project Location The site is located along Willow Street, from 5th Street to 8th Street in Farmington, Minnesota. The approximate soil boring locations can be found on the Soil Boring Exhibit in Appendix A. Project Description It is proposed to reconstruct the Willow Street corridor, including improvements to the existing watermain, storm sewer, and pavements. We understand that the vertical and horizontal alignment of the roadway will remain similar to existing conditions. WSB has developed recommendations for this project in consideration of the proposed layout and configurations as understood at this time. When the designer develops additional information about final design or other significant factors, the recommendations presented herein may no longer apply. WSB should be made aware of the revised or additional information in order to evaluate the recommendations for continued applicability. Purpose and Project Scope of Services The City of Farmington authorized this scope of service. In order to assist the design team in preparing plans and specifications, we have developed recommendations for designing utilities and pavements. As such, we have completed a subsurface exploration program and prepared a geotechnical report for the referenced site. This stated purpose was a significant factor in determining the scope and level of service provided. Should the purpose of the report change the report immediately ceases to be valid and use of it without WSB’s prior review and written authorization should be at the user’s sole risk. Our authorized scope of work has been limited to: 1.Clearing underground utilities utilizing Gopher State One Call. 2.Mobilization / demobilization of a truck mounted drill rig. 3.Drilling 4 standard penetration borings to about 10-foot depths. 4.Sealing the borings per Minnesota Department of Health procedures. 5.Perform soil classification and analysis. 6.Review of available project information and geologic data. 7.Providing this geotechnical report containing: a.Summary of our findings. b.Discussion of subsurface soil and groundwater conditions and how they may affect the proposed utilities and pavements. c.Estimated R-value of the soils. d.Recommended pavement section. e.Discussion of underground utilities. f.A discussion of soils for use as structural fill and site fill. Page 218 of 254 Revised Geotechnical Report 2026 Street Improvement Project Farmington, MN WSB Project No. 030716-000 Page 2 2.PROCEDURES 2.1 Boring Layout and Soil Sampling Procedures WSB completed 4 standard penetration soil borings at the project site. WSB recommended the boring depths and selected the desired locations. Our field crew staked the borings using the supplied site plan. The borings were located with a handheld GPS device for horizontal locations. The approximate boring locations are shown on the Soil Boring Exhibit in Appendix A which is an aerial photo. The ground surface elevations at the borings were estimated by using LIDAR data with 2-foot contours. These maps should be accurate to within +/- one foot (1’) provided ground surface modifications at this site have not been completed since LIDAR data was obtained. We completed the borings on June 17, 2025, with a truck-mounted CME-45 drill rig operated by a two- person crew. The drill crew advanced the borings using continuous hollow stem augers. The drilling information is provided on the boring logs. The drill crew sampled the soil in advance of the auger tip at two and one-half (2 ½) foot intervals to a depth of approximately 10 feet. The soil samples were obtained using a split-barrel sampler which was driven into the ground during standard penetration tests in accordance with ASTM D 1586, Standard Method of Penetration Test and Split-Barrel Sampling of Soils. The materials encountered were described on field logs and representative samples were containerized and transported to our laboratory for further observation and testing. The samples were visually observed to estimate the distribution of grain sizes, plasticity, consistency, moisture condition, color, presence of lenses and seams, and apparent geologic origin. We classified the soils according to type using the Unified Soil Classification System (USCS). A chart describing the USCS is included in Appendix A. 2.2 Groundwater Measurements and Borehole Abandonment The drill crew observed the borings for free groundwater while drilling and after completion of the borings. These observations and measurements are noted on the boring logs. The crew then backfilled the borings to comply with Minnesota Department of Health regulations. 2.3 Boring Log Procedures and Qualifications The subsurface conditions encountered by the borings are illustrated on the Logs of Test Borings in Appendix A. Similar soils were grouped into the strata shown on the boring logs, and the appropriate estimated USCS classification symbols were also added. The depths and thickness of the subsurface strata indicated on the boring logs were estimated from the drilling results. The transition between materials (horizontal and vertical) is approximate and is usually far more gradual than shown. Information on actual subsurface conditions exists only at the specific locations indicated and is relevant only to the time the exploration was performed. Subsurface conditions and groundwater levels at other locations may differ from conditions found at the indicated locations. The nature and extent of these conditions would not become evident until exposed by construction excavation. These stratification lines were used for our analytical purposes and due to the aforementioned limitations, should not be used as a basis of design or construction cost estimates. Page 219 of 254 Revised Geotechnical Report 2026 Street Improvement Project Farmington, MN WSB Project No. 030716-000 Page 3 3.EXPLORATION RESULTS 3.1 Site and Geology The borings were taken directly in the driving lane of Willow Street. Boring elevations ranged from 898.5 to 899.5 feet. Geologic origins can be difficult to determine solely from boring samples. We referenced online geologic data of the area and used our experience to help determine geologic origin of the soils, however only a detailed geologic exploration would accurately determine the geologic history of the site. The Dakota County Geologic Atlas indicates the surficial geology of the area is mostly glacial deposits consisting of fine to coarse grained sand with gravel. 3.2 Subsurface Soil and Groundwater Conditions The boring profile generally consisted of a pavement section overlying fill, followed by glacial deposits. Pavement Section The pavement section encountered in the borings consisted of 4 – 5 inches of bituminous overlying 8 – 24 inches of aggregate base. The aggregate base in Borings B-2 through B-4 consisted of sand with gravel. At the location of Boring B-1, the aggregate base material was crushed limestone. Fills The fills encountered in the borings generally consisted of clayey sands and sands that were 2 – 7 feet in thickness where encountered. Glacial The glacial deposits encountered in the borings consisted of sands and sands with clay. These soils were brown in color and were moist to waterbearing. Boring Profiles Table 1 below presents the existing roadway pavement section and subgrade profiles. Table 1: Existing Profiles Boring No. Bituminous Thickness (inches) Aggregate Base Thickness (inches) Subgrade Soils (Upper 4 feet) B-1 5 8 Clayey Sands (fill) B-2 5 24+ Clayey Sand (fill) B-3 4 12+ Sand with Gravel (fill), Sand B-4 4 12+ Clayey Sand (fill), Sand with Clay 3.3 Strength Characteristics The penetration resistance N-values of the materials encountered were recorded during drilling and are indicated as blows per foot (BPF). Those values provide an indication of soil strength characteristics and are located on the boring log sheets. Also, visual-manual classification techniques and apparent moisture contents were also utilized to make an engineering judgment of the consistency of the materials. Table 2 presents a summary of the penetration resistances (N-value which are indicated by Blows Per Foot BPF) in the soils for the borings completed and remarks regarding the material strengths of the soils. Page 220 of 254 Revised Geotechnical Report 2026 Street Improvement Project Farmington, MN WSB Project No. 030716-000 Page 4 Table 2: Penetration Resistances Soil Type Classification Penetration Resistances Remarks Fill SP, SC 10 – 28 BPF Generally, Moderate to well compacted Glacial (cohesionless) SP, SP-SC 1 – 16 BPF Very loose to medium dense The preceding is a generalized description of soil conditions at this site. Variations from the generalized profile exist and should be assessed from the boring logs, the normal geologic character of the deposits, and the soils uncovered during site excavation. 3.4 Groundwater Conditions WSB took groundwater level readings in the exploratory borings, reviewed the data obtained, and discussed its interpretation of the data in the text of the report. Note that groundwater levels may fluctuate due to seasonal variations (e.g., precipitation, snowmelt, and rainfall) and/or other factors not evident at the time of measurement. Table 3 below is a summary of the estimated water levels at our borings. Table 3: Groundwater Measurements Boring No. Ground Surface Elevation Estimated Depth to Groundwater Estimated Depth of Gray Colored Soils Estimated Groundwater Elevation B-1 898.5 8 n/a 891 B-2 899.5 7.5 n/a 892 B-3 899 8 n/a 891 B-4 899 8.5 n/a 890.5 n/a – indicates ground water was not encountered. Elevations are rounded to the highest ½ foot. The shallow groundwater could present an issue to excavations and for utility installation. It is our opinion that wet soils, waterbearing sand lenses, and perched groundwater could be encountered at this site and could affect construction utilities. The Vermillion River is located approximately 500 feet northwest of the project. According to online data from the Minnesota Department of Natural Resources, the Vermillion River has an ordinary high-water level of 894 feet. The bore holes were only left open for a short period of time, and groundwater levels may not have stabilized. Page 221 of 254 Revised Geotechnical Report 2026 Street Improvement Project Farmington, MN WSB Project No. 030716-000 Page 5 4.ENGINEERING ANALYSIS AND RECOMMENDATIONS 4.1 Discussion No information was provided to us regarding density tests or excavation observations for the existing fills encountered at the boring locations. Generally, fills that are not documented are recommended for removal and replacement with an engineered fill. Construction on existing fills has a higher risk of differential settlement. The best option would be complete removal of the existing fill materials, and replacement with engineered fill. However, our borings did not encounter deleterious materials within or beneath the fill. In our opinion there is a low risk for significant settlements for construction upon existing fills. If the owner is willing to accept this higher risk of total and differential settlement and potentially higher maintenance costs, an alternate option would be a partial subcut of the soils. Surficial compaction of the exposed existing fills and observations and testing during construction would lessen the risks. Based on the results of our borings, the glacially deposited soils generally appear capable of supporting the roadway and utilities. It is our opinion that groundwater could be encountered by excavations at this site and could affect construction of subgrades and utilities. It is possible that groundwater levels could rise above the planned utility elevations. Consideration should be given to adjusting the elevation of the proposed utilities to account for fluctuations in groundwater elevation. 4.2 Backfill and Fill Selection and Compaction The on-site non-organic soils may be reused as backfill and fill provided they are moisture conditioned and can be compacted to their specified densities. Wet soils that are excavated would need to be dried before being reused as fill. We recommend using a minimum of 2 feet of clean coarse sand with less than 50 percent passing the #40 sieve and less than 5 percent passing the #200 sieve when backfilling the bottom of a wet excavation. Gravel or cobbles larger than 2 inches in diameter should not be placed within 2 feet of grading grade or utilities. We recommend that clayey soils be moisture conditioned to within +/-2 percent of the optimum moisture content as determined from their standard Proctor tests (ASTM D-698). Granular fills should be moisture conditioned to between -4% and +2% of the optimum moisture content. Fill should be spread in lifts of 6 inches, depending on the size and type of compaction equipment used. Table 4 provides the recommended compaction levels. Table 4: Recommended Level of Compaction for Backfill and Fill Area Percent of Standard Proctor Maximum Dry Density Pavement: Within 3 feet of bottom of aggregate base 100 Pavement: Greater than 3 feet below aggregate base 95 Utility Trench and Utility Structure Backfill 100 Landscaping (non-structural) 90 Page 222 of 254 Revised Geotechnical Report 2026 Street Improvement Project Farmington, MN WSB Project No. 030716-000 Page 6 4.3 Pavement Subgrade Preparation and Stability We recommend excavation of organics below the pavement areas. The soils at the bottom of the excavation should be prepared in accordance with MnDOT Specification 2112, Subgrade Preparation. Before placement of the sand subbase, the final subgrade should have proper stability within three vertical feet of grading grade (grade which contacts the bottom of the aggregate base). This will generally be achieved in fill areas with proper compaction of embankment materials and in cut areas through proper subgrade preparation. The stability of the pavement subgrade should be evaluated prior to placement of the sand subbase using the test roll procedure (MnDOT 2111), except a fully loaded tandem axle dump truck or a full water truck should be utilized for the test roll. If unstable soils are found under the test roll, these soils should be improved by means of scarification, moisture conditioning, and re-compaction, or by subcutting and replacement. 4.4 Pavement Area Once the site has been prepared as recommended, we anticipate the prepared subgrade soils will consist mostly of sands and clayey sands. Based on the MnDOT Flexible Pavement Guide from 2020, the R- values of the subgrade soils would range between 20 and 70. We used a design R-value of 30 for the roadway. We used historical traffic data from the MnDOT Traffic Mapping Application to determine the estimated Equivalent Single Axle Loads (ESAL’s) for roadway design to be approximately 95,000. Our design is based on a standard twenty (20) year design life of the urban pavement section and a 10-ton road design. Based on MnDOT’s FlexPave excel design utilizing granular equivalent charts, we recommend the pavement section indicated below in Table 5. Table 5: Recommended Flexible Pavement Section Section Thickness (inches) Granular Equivalent Bituminous Course, MnDOT 2360 SPWEA340C 2 4.5 Bituminous Course, MnDOT 2360 SPNWB340C 2 4.5 Aggregate Base, MnDOT 3138 (Class 5) 8 8 Subgrade Preparation, MnDOT 2112 Yes - TOTAL - 17 We understand that Willow Street experiences a large volume of heavy truck traffic. Because of this, we have prepared a heavy-duty pavement section to accommodate these loads. Per discussions with the design team and our own analysis, we recommend an alternative pavement section below in Table 6. Table 6: Recommended Flexible Pavement Section Section Thickness (inches) Granular Equivalent Bituminous Course, MnDOT 2360 SPWEA340C 2 4.5 Bituminous Course, MnDOT 2360 SPNWB340C 2.5 5.63 Aggregate Base, MnDOT 3138 (Class 5) 12 12 Select Granular, MnDOT 3149.2.B.2 12 6 Subgrade Preparation, MnDOT 2112 Yes - TOTAL - 28.13 Page 223 of 254 Revised Geotechnical Report 2026 Street Improvement Project Farmington, MN WSB Project No. 030716-000 Page 7 Aggregate base placement for pavement support should meet the gradation and quality requirements for Class 5 per MnDOT specification 3138. Aggregate base material should be compacted to 100 percent of its standard Proctor maximum dry density. Within several years after the initial paving, some thermal shrinkage cracks will develop. We recommend routine maintenance be performed to improve pavement performance and increase pavement life. Pavement should be sealed with a liquid bitumen sealer to retard water intrusion into the base course and subgrade. Localized failures may also develop where trucks or buses turn on the pavement. When these occur, they should be cut out and repaired with a full depth patch. The pavement sections above provide options to meet the ESAL requirements. Other pavement design options would be acceptable as well as long as they meet the minimum requirements for bituminous thickness, aggregate base thickness, and can meet the ESAL requirements. 4.5 Utilities Invert elevations for the stormwater utilities are anticipated to be within 5 feet of existing grades, and invert elevations for the watermain are anticipated to be installed at a depth of about 8 feet below grade. Based on the borings, the subgrade soils for the utilities will consist chiefly of sands and sands with clay. Underground utilities are expected to be installed by backhoes completing the excavations and placing fills. Soil compactors should be used to compact the backfilled material in even lifts to the specified densities. Trench backfill above this point may consist of the non-organic excavated soils once moisture conditioned as recommended. 4.6 Dewatering Waterbearing soils were encountered in the borings at shallow excavations. Groundwater could enter the excavations. Dewatering can likely be accomplished with sumps and pumps placed at low points in the utility trenches. If excavations extend greater than 2 feet into the groundwater in sandy soils, sand point wells might be required. 4.7 Construction Considerations Good surface drainage should be maintained throughout the work so that the site is not vulnerable to ponding during or after a rainfall. If water enters the excavations, it should be promptly removed prior to further construction activities. Under no circumstances should fill or concrete be placed into standing water. Soil corrections at this site for pavement subgrades may not be continuous. We recommend tapering the fills back to native soils at a ten to one (10H:1V) slope. It is important to review the fill limits and total depth of fill when placing fill upon compacted materials. The location of the excavations should allow for at least a one to one (1:1) slope from the bottom of the excavation to the outside limits of the engineered fill. It is important to check this at the time of construction that during filling, unsuitable soils do not encroach within the one to one (1:1) slope limits and extend downward and outward from future roadway expansions. 4.8 Construction Safety All excavations should comply with the requirements of OSHA 29 CFR, Part 1926, Subpart P “Excavations and Trenches”. This document states that excavation safety is the responsibility of the contractor. Reference to this OSHA requirement should be included in the job specifications. Page 224 of 254 Revised Geotechnical Report 2026 Street Improvement Project Farmington, MN WSB Project No. 030716-000 Page 8 The responsibility to provide safe working conditions on this site, for earthwork, building construction, or any associated operations is solely that of the contractor. This responsibility is not borne in any manner by WSB. 4.9 Cold Weather Construction It is our understanding that construction is unlikely to occur during the winter months. However, if the construction does continue into the winter months we recommend the following guidelines. Roadbeds should not be constructed during periods when the material freezes while being placed and compacted, nor should material be placed on soil that is frozen to a depth greater than 4 inches. When the soils are frozen to a depth exceeding 4 inches, at a time when weather conditions are such that construction could be continued without the material freezing as it is being placed and compacted, the contractor may be permitted to excavate the frozen soil and proceed with the construction for so long as the weather will permit. The frozen soils should be replaced with other suitable soils. Only unfrozen material should be used. Placement of fill should not be permitted on frozen soil because excessive post-construction settlement could occur as the frozen soils thaw. 4.10 Field Observation and Testing The soil conditions illustrated on the Logs of Test Borings in Appendix A are indicative of the conditions only at the boring locations. For this reason, we recommend that excavations at this site be observed by a soil engineer or technician prior to fill or backfill placement to determine if the soils are capable of supporting the backfilled materials and/or roadway loads. These observations are recommended to judge if the unsuitable materials have been removed from within the planned construction area and an appropriate degree of lateral oversize has been provided. WSB also recommends a representative number of field density tests be taken in engineered fill and backfill placed to aid in judging its suitability. Fill placement and compaction should be monitored and evaluated to determine that the resulting fill and backfill conforms to specified density, strength, or compressibility requirements. We recommend at least one compaction test for every 150 feet of utility trench at a vertical interval of two (2) feet. Prior to use, proposed fill and backfill material should be submitted to the WSB laboratory for testing to verify compliance with recommendations and project specifications. Dynamic Cone Penetrometer (DCP) tests can be completed on the aggregate base in lieu of density testing. We recommend following MnDOT Specification 2211.3.D.2.c. WSB would be pleased to provide the advised field observation, monitoring, and testing services during construction. 4.11 Plan Review and Remarks The observations, recommendations and conclusions described in this report are based primarily on information provided to WSB, obtained from our subsurface exploration, our experience, several assumptions, and the scopes of service developed for this project and are for the sole use of our client. We recommend that WSB be retained to perform a review of final design drawing and specifications to evaluate that the geotechnical engineering report has not been misinterpreted. Should there be changes in the design or location of the structures related to this project or if there are uncertainties in the report we should be notified. We would be pleased to review project changes and modify the recommendations in this report or provide clarification in writing. The entire report should be kept together; for example, boring logs should not be removed and placed in the specifications separately. Page 225 of 254 Revised Geotechnical Report 2026 Street Improvement Project Farmington, MN WSB Project No. 030716-000 Page 9 The boring logs and related information included in this report are indicators of the subsurface conditions only at the specific locations indicated on the Soil Boring Exhibit and times noted on the Logs of Test Boring sheets in Appendix A. The subsurface conditions, including groundwater levels, at other locations on the site may differ significantly from conditions that existed at the time of sampling and at the boring locations. The test borings were completed by WSB solely to obtain indications of subsurface conditions as part of a geotechnical exploration program. No services were performed to evaluate subsurface environmental conditions. WSB has not performed observations, investigations, explorations, studies or testing that are not specifically listed in the scope of service. WSB should not be liable for failing to discover any condition whose discovery required the performance of services not authorized by the Agreement. Page 226 of 254 Revised Geotechnical Report 2026 Street Improvement Project Farmington, MN WSB Project No. 030716-000 Page 10 5.STANDARD OF CARE The recommendations and opinions contained in this report are based on our professional judgment. The soil testing and geotechnical engineering services performed for this project have been performed with the level of skill and diligence ordinarily exercised by reputable members of the same profession under similar circumstances, at the same time and in the same or a similar locale. No warranty, either expressed or implied, is made. Page 227 of 254 Revised Geotechnical Report Appendix A 2026 Street Improvement Project Farmington, MN WSB Project No. 030716-000 APPENDIX A Soil Borings Exhibit Logs of Test Borings Symbols and Terminology on Test Boring Log Notice to Report Users Boring Log Information Unified Soil Classification Sheet (USCS) Page 228 of 254 ! ! !! 7T H S T WILLOW ST PINE ST 7T H S T 6T H S T 5T H S T LINDEN ST B-1 B-2 B-3 B-4 Do c u m e n t P a t h : M : \ 0 3 0 7 1 6 - 0 0 0 \ G I S \ G e o t e c h S o i l B o r i n g - 0 3 0 7 1 6 \ 8 , 5 x 1 1 _ p o r t r a i t b o r d e r D a t e S a v e d : 6 / 3 / 2 0 2 5 ¯ 1 inch = 175 feet 0 175 Feet2026 MSA Improvements Farmington, MN Soil Boring Exhibit !Soil Boring Page 229 of 254 3.25" HSA 0' - 9.5' 1 2 3 4 5 AU SB HSA SB HSA SB HSA SB Pavement Section Fill Glacial Outwash 15 12 2 1 Fill Fill SP-SC SP 14 6 19 11 5" BITUMINOUS 8" AGG: Crushed Limestone CLAYEY SAND WITH GRAVEL, dark brown, moist CLAYEY SAND WITH GRAVEL, dark brown, moist SAND WITH CLAY AND LITTLE GRAVEL, fine to coarse grained, brown, moist, medium dense to very loose SAND WITH LITTLE GRAVEL, fine to coarse grained, brown, waterbearing, very loose End of Boring 11.0 ft. N-Value Plot 9.50 19 TIME CASING DEPTH CAVE-IN DEPTH WATER DEPTH WATER ELEVATION WATER LEVEL MEASUREMENTS SAMPLED DEPTHDATE 9.5 5.51110:00 am6/17/2025 START: 6/17/2025 END: 6/17/2025 Logged By: A. HaagJ. AlmeMETHOD Notes: Crew Chief: 8.0 890.5 PROJECT NAME: Willow Street Reconstruction LOG OF TEST BORING PROJECT LOCATION: Farmington, MN BORING NUMBER B-1 PAGE 1 OF 1SURFACE ELEVATION: 898.5 ftCLIENT/WSB #: 030716-000 No.TYPE GEOLOGIC ORIGIN WL N Dr i l l i n g Op e r a t i o n USCSDEPTH (ft) 1 2 3 4 5 6 7 8 9 10 11 SAMPLE MC % %F i n e s GE O T E C H N I C A L N - P L O T - W S B . G D T - 7 / 1 1 / 2 5 1 3 : 1 5 - M : \ 0 3 0 7 1 6 - 0 0 0 \ G E O \ W I L L O W S T R E E T - B O R I N G L O G . G P J ELEV. (ft) 898 897 896 895 894 893 892 891 890 889 888 ELEV. (ft) 898 897 896 895 894 893 892 891 890 889 888 DESCRIPTION OF MATERIAL 15 12 2 1 Page 230 of 254 3.25" HSA 0' - 9.5' 1 2 3 4 5 AU SB HSA SB HSA SB HSA SB Pavement Section Fill Glacial Outwash 17 10 9 9 Fill Fill SP 14 14 37 5" BITUMINOUS 24"+ AGG: Sand with Gravel, brown, moist CLAYEY SAND, brown and dark brown, moist SAND, pieces of clay, brown and dark brown, moist -[Cobbles at 6 feet] SAND, fine to coarse grained, brown, waterbearing, loose End of Boring 11.0 ft. N-Value Plot 10.50 21 TIME CASING DEPTH CAVE-IN DEPTH WATER DEPTH WATER ELEVATION WATER LEVEL MEASUREMENTS SAMPLED DEPTHDATE 9.5 5.51111:00 am6/17/2025 START: 6/17/2025 END: 6/17/2025 Logged By: A. HaagJ. AlmeMETHOD Notes: Crew Chief: 7.5 892 PROJECT NAME: Willow Street Reconstruction LOG OF TEST BORING PROJECT LOCATION: Farmington, MN BORING NUMBER B-2 PAGE 1 OF 1SURFACE ELEVATION: 899.5 ftCLIENT/WSB #: 030716-000 No.TYPE GEOLOGIC ORIGIN WL N Dr i l l i n g Op e r a t i o n USCSDEPTH (ft) 1 2 3 4 5 6 7 8 9 10 11 SAMPLE MC % %F i n e s GE O T E C H N I C A L N - P L O T - W S B . G D T - 7 / 1 1 / 2 5 1 3 : 1 5 - M : \ 0 3 0 7 1 6 - 0 0 0 \ G E O \ W I L L O W S T R E E T - B O R I N G L O G . G P J ELEV. (ft) 899 898 897 896 895 894 893 892 891 890 889 ELEV. (ft) 899 898 897 896 895 894 893 892 891 890 889 DESCRIPTION OF MATERIAL 17 10 9 9 Page 231 of 254 3.25" HSA 0' - 9.5' 1 2 3 4 5 AU SB HSA SB HSA SB HSA SB Pavement Section Fill Glacial Outwash 28 7 4 7 Fill SP SP 10 6 3 4" BITUMINOUS 12"+ AGG: Sand with Gravel, brown, moist SAND WITH GRAVEL, brown, moist SAND, fine to medium grained, brown, moist, loose SAND, fine to coarse grained, brown, waterbearing, very loose to loose End of Boring 11.0 ft. N-Value Plot 160 32 TIME CASING DEPTH CAVE-IN DEPTH WATER DEPTH WATER ELEVATION WATER LEVEL MEASUREMENTS SAMPLED DEPTHDATE 9.5 4.51112:00 pm6/17/2025 START: 6/17/2025 END: 6/17/2025 Logged By: A. HaagJ. AlmeMETHOD Notes: Crew Chief: 8.0 891 PROJECT NAME: Willow Street Reconstruction LOG OF TEST BORING PROJECT LOCATION: Farmington, MN BORING NUMBER B-3 PAGE 1 OF 1SURFACE ELEVATION: 899 ftCLIENT/WSB #: 030716-000 No.TYPE GEOLOGIC ORIGIN WL N Dr i l l i n g Op e r a t i o n USCSDEPTH (ft) 1 2 3 4 5 6 7 8 9 10 11 SAMPLE MC % %F i n e s GE O T E C H N I C A L N - P L O T - W S B . G D T - 7 / 1 1 / 2 5 1 3 : 1 5 - M : \ 0 3 0 7 1 6 - 0 0 0 \ G E O \ W I L L O W S T R E E T - B O R I N G L O G . G P J ELEV. (ft) 898 897 896 895 894 893 892 891 890 889 888 ELEV. (ft) 898 897 896 895 894 893 892 891 890 889 888 DESCRIPTION OF MATERIAL 28 7 4 7 Page 232 of 254 3.25" HSA 0' - 9.5' 1 2 3 4 5 AU SB HSA SB HSA SB HSA SB Pavement Section Fill Glacial Outwash 16 10 12 5 Fill SP-SC SP 12 6 4" BITUMINOUS 12"+ AGG: Sand with Gravel, brown, moist CLAYEY SAND, brown, moist SAND WITH CLAY, fine to medium grained, brown, moist, medium dense to loose SAND WITH LITTLE GRAVEL, fine to coarse grained, brown, moist to waterbearing, loose End of Boring 11.0 ft. N-Value Plot 100 20 TIME CASING DEPTH CAVE-IN DEPTH WATER DEPTH WATER ELEVATION WATER LEVEL MEASUREMENTS SAMPLED DEPTHDATE 9.5 5111:00 pm6/17/2025 START: 6/17/2025 END: 6/17/2025 Logged By: A. HaagJ. AlmeMETHOD Notes: Crew Chief: 8.5 890.5 PROJECT NAME: Willow Street Reconstruction LOG OF TEST BORING PROJECT LOCATION: Farmington, MN BORING NUMBER B-4 PAGE 1 OF 1SURFACE ELEVATION: 899 ftCLIENT/WSB #: 030716-000 No.TYPE GEOLOGIC ORIGIN WL N Dr i l l i n g Op e r a t i o n USCSDEPTH (ft) 1 2 3 4 5 6 7 8 9 10 11 SAMPLE MC % %F i n e s GE O T E C H N I C A L N - P L O T - W S B . G D T - 7 / 1 1 / 2 5 1 3 : 1 5 - M : \ 0 3 0 7 1 6 - 0 0 0 \ G E O \ W I L L O W S T R E E T - B O R I N G L O G . G P J ELEV. (ft) 898 897 896 895 894 893 892 891 890 889 888 ELEV. (ft) 898 897 896 895 894 893 892 891 890 889 888 DESCRIPTION OF MATERIAL 16 10 12 5 Page 233 of 254 Page 234 of 254 Page 235 of 254 Page 236 of 254 Feasibility Report Willow Street MSA Improvements City Project No. 26-03 City of Farmington WSB Project No. 030716-000 Appendix Appendix E Tree Removals Page 237 of 254 Page 238 of 254 224345v1 PROFESSIONAL SERVICES AGREEMENT This Professional Services Agreement (“Agreement”) is made this 20th day of January, 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 $112,470.00 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 239 of 254 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 May 15, 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 240 of 254 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 241 of 254 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 242 of 254 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 243 of 254 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 244 of 254 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 245 of 254 224345v1 27. COUNTERPARTS. This Agreement may be executed in multiple counterparts, each of which shall be considered an original. Dated: January 20, 2026 CITY: CITY OF FARMINGTON By: Joshua Hoyt Mayor By: Shirley R Buecksler City Clerk Dated:__________________, 20___ ENGINEER: WSB LLC By: [print name] Its: [title] Page 246 of 254 224345v1 EXHIBIT “A” SCOPE OF SERVICES AND EXHIBIT “B” SCHEDULE OF PAYMENT AND FEE SCHEDULE Page 247 of 254 A PROPOSAL FOR Willow Street MSA Improvements FOR THE CITY OF FARMINGTON Page 248 of 254 Farmington 2026 Willow Street MSA Improvements 1 January 9, 2026 Mr. John Powell, PE Public Works Director / City Engineer City of Farmington 430 Third Street Farmington MN 55024 Re: Proposal to Provide Professional Engineering Services for the Willow Street MSA Improvements Dear Mr. Powell: WSB is pleased to submit the following proposal to provide professional engineering services for the Willow Street MSA Improvements Project. We have assembled a multidisciplinary team that can provide the City of Farmington with the necessary professional services to deliver a successful reconstruction project. WSB’s Approach | Our approach will deliver a project that conforms to the City of Farmington’s construction standards. The City will have access to an experienced team of WSB staff who have successfully delivered similar projects for surrounding communities throughout the Minneapolis and St. Paul metro area. Our proposed design team will partner with the City of Farmington to identify potential design challenges, discuss possible alternatives, and then communicate with City staff to develop solutions that all project stakeholders can stand behind. Experienced Team | Mark Erichson and Nick Guilliams have served as the primary design engineers and project managers for numerous urban infrastructure improvement projects. In addition to their comprehensive understanding of the project's technical aspects, the team recognizes the need to engage stakeholders early and often during design to ensure successful delivery during construction. Enclosed you will find a proposal to complete the tasks associated with the Willow Street MSA Improvements. The proposal includes an hourly breakdown to complete each of the tasks associated with the project. The terms of this proposal shall remain valid for the duration of the project. We are excited about the prospect of continuing a lasting, collaborative, and trusting relationship with the City of Farmington. If you have questions about the content of this proposal, please feel to reach out at merichson@wsbeng.com or 612.360.1278 Sincerely, WSB Mark Erichson, PE Director of Municipal Services Attachment - Project Budget Worksheets 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 | 5 5 4 1 6 | 7 6 3 . 5 4 1 . 4 8 0 0 | W S B E N G . C O M Page 249 of 254 Farmington 2026 Willow Street MSA Improvements 2 PROJECT UNDERSTANDING The City of Farmington is requesting proposals for engineering design services related to the improvement of Willow Street from its east intersection with Chippendale Avenue (TH 3) to its west intersection with 5th Street. Willow Street serves as primary access to single-family residences and businesses along the street corridor. Willow Street is a municipal state-aid, two-lane, undivided urban section with on-street parking. The existing road section is approximately 45-feet wide, measured from the back of the curb, complete with bituminous asphalt pavement surface and concrete curb. The proposed project involves the reconstruction of Willow Street, including upgrades to the water main and storm sewer systems. Willow Street is part of the Municipal State-Aid (MSA) system, and the project will be designed to meet MSA standards. The existing asphalt pavement and concrete curbs have begun to show signs of deterioration. Although there is a storm sewer system along the corridor, the spacing of the current catch basins does not comply with MnDOT drainage design guidelines. The proposed scope of services will also include attendance and figures at one (1) neighborhood meeting, development of construction documents, including final plans and project specifications, utility coordination, and bidding assistance. It is WSB’s understanding that this project will be exempt from following Minnesota State Statute Chapter 429 process and that the City does not intend to fund this project through special assessments. Through an investigation of the scope of work, preparation of preliminary design documents including a feasibility report, meetings with City Staff, and conducting a site visit, WSB is familiar with the vision, expectations, and goals for this project. Based on our extensive expertise with similar projects and our understanding of this project, we are confident we can successfully and professionally undertake it. PROJECT APPROACH/SCOPE OF SERVICES Our team possesses both the experience and expertise necessary to complete this project's design and construction seamlessly. WSB takes pride in delivering a high-quality design that reduces risk during construction, enabling the project to be completed on time and on budget. WSB utilizes the latest technology to complete designs cost-effectively and has a robust internal review process that involves a thorough review of construction documents at the 60%, 90%, and 100% levels. These reviews involve examining the construction documents from a contractor’s perspective to identify project-related risks, allowing solutions to be developed and incorporated into the construction documents. WSB creates high-quality plans and has experienced construction staff to complete the project on time and on budget. WSB utilizes the latest technology to enhance efficiency and communication throughout the design and construction process. The combination of our knowledge of the design process with our construction expertise will allow us to deliver a successful project to the City of Farmington. The following approach outlines the professional services required to fulfill the requested scope of work. Task 1 | Plans/Specifications WSB will provide design services for the Willow Street MSA Improvements. The project plans and specifications developed will adhere to MSA and the City of Farmington’s Design Standards. This task will include: Page 250 of 254 Farmington 2026 Willow Street MSA Improvements 3 Subtask: 1.1: Data Collection · Private utility locates · Existing right-of-way · Site visits Subtask 1.2: Final Design & Plans WSB will prepare plans and specifications in accordance with the accepted feasibility report in collaboration with City Staff. WSB produced specifications shall supplement the City’s standard construction documents. · Alignment - Although this is not anticipated to change significantly with the reconstruction of the roadway, an alignment will be prepared due to the proposed change in road width. · Profiles - Profiles will be created working in collaboration with City Staff. · Cross Sections - WSB will also work collaboratively with City Staff to develop cross sections for the project. · Storm Drainage Design - Storm sewer collection and conveyance system improvements will be designed to accommodate the proposed surface improvements and meet MnDOT drainage guidelines. Existing storm sewer infrastructure will be utilized where feasible. It is not anticipated that above-ground stormwater management will be required with the project. WSB will obtain the necessary permits. · Sanitary Sewer - Sanitary sewer has been evaluated by City Staff, and it has been determined that reconditioning is not necessary. · Water Main – Existing 6-inch cast iron watermain between 5th Street and 7th Street will be replaced with 8-inch ductile iron pipe. A new 8-inch ductile-iron watermain will be installed between 7th Street and 8th Street. · Stormwater Pollution Prevention Plan - A SWPPP will be developed for the project. · Traffic Control - Traffic control will be developed as a part of the final construction documents and will take into account the access needs of properties located within the project area. · Estimated Quantities - WSB will work with City Staff to produce separate quantity estimates for each of the project areas for ease of assessment rate calculation. Deliverables: · 95 percent Submittal: Draft plan set for review and comment by City Staff and MnDOT (includes trunk highway review). · 100 percent Submittal: Final plan set, and specifications will be provided electronically in both drafting file and PDF in full and half sizes. Subtask 1.3: Community Open House Meetings WSB will attend one open house meeting as outlined in the schedule. In addition, WSB will provide necessary figures and drawings for communication support at meetings and presentations, to be prepared and led by City Staff. Subtask 1.4: Prepare Contract Documents/Specifications WSB will work with City Staff to prepare all contract documents in accordance with City Standards and City Specifications. Subtask 1.5: Obtain all Required Permits WSB will prepare and submit materials for necessary project permits. It is our understanding that the City of Farmington will be responsible for permit fees associated with the project. Subtask 1.6: Constructability Review WSB construction staff will perform a detailed review of the plans and specifications to identify any potential constructability issues. Subtask 1.7: Prepare Opinion of Probable Construction Costs Page 251 of 254 Farmington 2026 Willow Street MSA Improvements 4 WSB will prepare an Opinion of Probable Cost at the 95% and 100% plan submittals for the project. Task 2 | Bidding The WSB project team will complete all necessary work to bid the project, including: · The preparation of an advertisement for bids. · Publishing the advertisement for bids in both the City’s official newspaper and Quest CDN. · Uploading the project plans and specifications for electronic purchase. · Responding to contractor bidding questions. · Issuing addenda as needed. · Attendance at electronic bid opening. · Preparation of a bid tabulation and a bid summary. · Preparation of a letter of recommendation regarding the bid award. · Preparation of contract documents and the Notice of Award to the contractor once authorized by the City Council. SCHEDULE It is understood that the City desires the project to be completed during the 2026 summer construction season. To meet the desired project completion date, we propose the following schedule: Data collection ............................................................................................................ January/February 2026 95% plan submittal to State Aid ......................................................................................... February 20, 2026 100% plan submittal ............................................................................................................... March 20, 2026 Bid Opening .............................................................................................................................. April 14, 2026 WSB will begin work immediately upon receiving your Notice to Proceed. PROPOSED FEE WSB will provide the services as outlined in Project Approach / Scope of Services. Our budget was developed based on our understanding of the scope and experience with similar types of projects. The following is a summary of the costs for each phase of the project: Task Description Fee 1 Plans/Specifications $107,910 2 Bidding $4,560 Total $112,470 We propose to conduct the work listed above on an hourly not-to-exceed fee of 112,470. If additional work outside of the above-described scope is determined necessary, we will proceed only after City approval. WSB will work with the City to define the scope of any additional work for City approval. If this proposal is acceptable, please execute the signature block below and return it as our authorization to proceed. Page 252 of 254 Farmington 2026 Willow Street MSA Improvements 5 I hereby authorize WSB to proceed with the above-referenced work under the terms and conditions of the Professional Services Agreement entered into between the City of Farmington and WSB on the 10th day of February 2023. ACCEPTED BY: CITY OF FARMINGTON, MN Signature: Name/Title: Date: Page 253 of 254 Mark Erichson Nick Guilliams Katie Koscielak Kate Achenbach Kendra Fallon Tim Cartony Paul Kyle Anne Sill 1 Plans /Specifications 1.1 Data Collection 4 8 2 14 3,014.00$ 1.2 Final Design & Plans 16 48 96 60 40 124 384 82,228.00$ 1.3 Meetings/Open House (1) 4 4 4 2 14 3,472.00$ 1.4 Contract Documents/Specifications 4 8 16 12 40 7,648.00$ 1.5 Permitting 2 6 4 12 2,572.00$ 1.6 Constructability Review 6 6 1,368.00$ 1.7 Cost Estimates 2 6 18 12 38 7,608.00$ 508 107,910.00$ 2 Bidding 2.1 Bidding Administration 2 6 8 8 24 4,560.00$ 24 4,560.00$ 28 78 156 74 44 126 6 20 532 276.00$ 276.00$ 202.00$ 147.00$ 202.00$ 228.00$ 228.00$ 92.00$ 7,728.00$ 21,528.00$ 31,512.00$ 10,878.00$ 8,888.00$ 28,728.00$ 1,368.00$ 1,840.00$ 112,470.00$ Farmington Willow Street MSA Improvements Task Cost Total Hours Task Description Administrative Subtotal = Total Hours Subtotal = Engineering Technician Detailed Cost Breakdown of Tasks Principal Project Manager Water Resources Engineer Construction Project Manager Project Engineer Total Costs Hourly Cost Labor Costs Graduate Engineer Pa g e 2 5 4 o f 2 5 4