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Agenda Files City Council Packet 07-21-2025 City Council Regular Meeting & Work Session Agenda Monday, July 21, 2025 6:00 PM or immediately following the EDA meeting (whichever is later) Elk River City Hall ▪ Regular meeting in Council Chambers ▪ Work Session meeting in Upper Town Conference Room immediately following regular meeting 1. CALL MEETING TO ORDER 2. PLEDGE OF ALLEGIANCE 3. CONSIDER AGENDA 4. CONSENT AGENDA Considered to be routine and noncontroversial and will be approved by one motion. There will be no separate discussion of these items unless there is a request to remove the item from the consent agenda to the regular agenda. 4.1 July 7, 2025, Minutes 4.2 Check Register 4.3 Resolution 25-40: Final Plat of Bradford Park Second Addition, Lennar 4.4 Purchase of an F-350 Truck for Fire Department 4.5 2025 Deer Herd Management Hunt Rules 4.6 FT Center - Overlook Bartender Position Description 4.7 FT Center - Event Production Worker Position Description 4.8 Hire Fulltime Liquor Store Clerk 4.9 Amendment #1 to Resolution 24-79 Amending the 2025 Compensation Plan for Non-Organized Employees 5. OPEN FORUM An opportunity to provide comments and feedback regarding items not on the agenda. Information provided in Open Forum will not be discussed at this meeting; rather, the information will be referred to staff and/or scheduled for discussion at a future meeting. 6. PRESENTATIONS, AWARDS, AND RECOGNITION 6.1 Introduction of New Employees 6.2 City of Elk River Volunteer of the Month 7. PUBLIC HEARINGS An opportunity for the public to express their opinions and raise questions pertaining to the agenda item. All comments become part of the official public record. For this reason, all comments must be made at the podium so they can be heard and recorded. Comments may also be provided in writing. There will not be deliberations, discussions, or answers to Page 1 of 299 The Elk River Vision A welcoming community with revolutionary and spirited resourcefulness, exceptional service, and community engagement that encourages and inspires prosperity questions until the hearing is closed. It is important to be courteous and allow each presenter to comment before adding additional testimony. 7.1 Conditional Use Permit: Changeable Copy Sign, Lamar Outdoor Advertising 7.2 Conditional Use Permit: Outdoor Vehicle Storage and Auto Sales, 9672 163rd Ave NW 7.3 Preliminary Plat: Oakwater Ridge, Capstone Homes - 16330 US Highway 10 7.4 Preliminary Plat: Sherburne Meadows, Sherburne County - 10638 205th Ave NW 7.5 Resolution 25-41: Plat of Meadow Hills, David Held - 20189 Meadowvale Rd NW 7.6 Conditional Use Permit (Revocation): Carnova, 17242 Ulysses Street 8. GENERAL BUSINESS Items in which the information is presented by city staff or consultants, then deliberation and action occur. General Business items are not opportunities to receive or provide public input. However, the presiding officer may, at its sole discretion, solicit public feedback. 8.1 2026 Benefit Level for Elk River Fire Relief Association 8.2 Sigma Tactical Wellness Heart Testing 9. MOTION TO ADJOURN REGULAR MEETING 10. WORK SESSION Work Sessions are less formal meetings to encourage dialog. Official action or votes are not typically taken. At the conclusion of a discussion, a simple consensus provides staff direction for execution of the item. This portion of the agenda is audio recorded but not video recorded or broadcast. Work Sessions are open to the public; however, visitors who wish to provide input must be invited by the presiding officer, assume a seat at the discussion table and provide their full name and address for the official record. 10.1 Compensation Plan Study 10.2 Update on Fire Station 1 Architectural Design 11. MOTION TO ADJOURN 12. INFORMATION Page 2 of 299 Meeting of the City Council Held at the Elk River City Hall Monday, July 7, 2025 Members Present:Mayor John Dietz, Councilmember Cory Grupa, Councilmember J. Brian Calva, Councilmember Mike Beyer, Councilmember Jennifer Wagner Members Absent:None Staff Present:City Administrator Cal Portner, Senior Planner Chris Leeseberg, Business Services Director/Assistant City Administrator Joe Stremcha, Public Works Director/Chief Engineer Justin Femrite, Police Chief David Kuhnly, Special Services Sergeant Andrew Zabee, Liquor Operations Manager Joe Audette, CannaBound Store Manager Jacqara Jackson, Streets Division Foreman, Chris Teff, and City Clerk Tina Allard 1.CALL MEETING TO ORDER Pursuant to due call and notice thereof, the meeting was called to order at 6:30 p.m. 2.PLEDGE OF ALLEGIANCE The Pledge of Allegiance was recited. 3.CONSIDER AGENDA Moved by Councilmember Wagner and seconded by Councilmember Beyer to approve the agenda. Motion Carried 5-0. 4.CONSENT AGENDA Moved by Councilmember Grupa and seconded by Councilmember Calva to approve the following consent items as outlined in their respective staff reports. Motion Carried 5-0. 4.1 June 16, 2025, Minutes 4.2 Check Register 4.3 Amendment #2 to Agreement 19-15: Reciprocal Easement with ISD #728 4.4 Agreement 25-15: 2025-26 Ice Rate Contract with ISD #728 Page 3 of 299 City Council Minutes July 7, 2025 --------- Page 2 of 9 4.5 Resolution 25-34: Authorize Transfer from the Liquor Fund to the Park Improvement Fund 4.6 Resolution 25-35: Acknowledge Donation to Police Department 4.7 Resolution 25-36: Acknowledge Donation to the Community Center 4.8 Temporary On-Sale Liquor License: Saint Andrew Catholic Church 4.9 Temporary On-Sale Liquor License: Davis-Darrow-Meyer American Legion Post 112 4.10 Temporary On-Sale Liquor License: F.O.E Aerie 3264 4.11 Liquor Premises Extension: Eagles Club, F.O.E. Aerie 3264 4.12 Separation Agreement and Release: Keast 4.13 Separation Agreement and Release: Walz 4.14 Separation Agreement and Release: Strand 4.15 Change Order #2: 2025 Street Improvements 4.16 Change Order #1: Rivers Edge Renovations 4.17 Accept Bids and Award Contract for Yale Court and Line Avenue Realignments 4.18 Accept Bids and Award Contract for Mississippi Road Trail Improvements 4.19 Vehicle Purchase: F-250 Truck for Parks Division 4.20 Hire Street Maintenance Operator 4.21 Call Special Budget Meetings Page 4 of 299 City Council Minutes July 7, 2025 --------- Page 3 of 9 5.OPEN FORUM Riley Vasseur, introduced himself, stating he applied for the IT position currently being advertised. 6.PRESENTATIONS, AWARDS, AND RECOGNITION 6.1 2025 Beverage Dynamics Top 100 Retailer Award Mr. Audette stated that the Elk River Liquor Stores were recognized as a Top 100 retailer for 2025, and he presented the award they received at the ceremony held in Maryland. He discussed his trip to accept the award and how he landed on a national podcast. He discussed how Minnesota is leading in the cannabis beverage industry, and he was able to help promote the city and state. He noted the industry for liquor and cannabis is doing some "cool" things currently, and he appreciates the support of the City Council. Mr. Audette further noted he is known as the country's first ever certified Ganjier in government. 6.2 Introduction of New Employees Mr. Audette introduced Jacqara Jackson. Ms. Jackson discussed her background in the Cannabis business field and expressed her excitement to be in Elk River. 7.PUBLIC HEARINGS 7.1 Resolution 25-37: Simple Plat, Kingdom Estates Fourth Addition, PID 75-00781-0010 The staff report was presented. Mayor Dietz opened the public hearing. There being no one to speak to this matter, Mayor Dietz closed the public hearing. Moved by Councilmember Wagner and seconded by Councilmember Beyer to adopt Resolution 25-37 approving the final plat of Kingdom Estates Fourth Addition with the following conditions: 1. Park dedication shall be paid for one dwelling unit at the rate applicable when the subdivision is released for recording. 2. A trail easement along 221st Avenue to support a future trail shall be prepared by the applicant and recorded against the property. The width of the final easement will be determined by city staff. Motion Carried 5-0. 7.2 Resolution 25-38: Drainage and Utility Easement Vacation, Daniel Pufahl, 19942 Irving St. NW The staff report was presented. Page 5 of 299 City Council Minutes July 7, 2025 --------- Page 4 of 9 Mayor Dietz opened the public hearing. There being no one to speak to this matter, Mayor Dietz closed the public hearing. Moved by Councilmember Calva and seconded by Councilmember Grupa to adopt Resolution 25-38 vacating a portion of the drainage and utility easement, subject to the condition that city engineering staff approve the final grading of the site. Motion Carried 5-0. 8.GENERAL BUSINESS 8.1 Resolution 25-39: Final Plat of Meadowsweet Bend and Development Agreement 25-17 The staff report was presented. Moved by Councilmember Wagner and seconded by Councilmember Beyer to adopt Resolution 25-39 approving the final plat of Meadowsweet Bend, subject to the following conditions: 1. Council approval of a Development Agreement outlining the responsibilities of the city and developer. 2. A Letter of Credit shall be provided to the city in the amount of I00% of the costs of the public improvements. 3. Upon completion of all improvements and acceptance by the city, a security or warranty in a form acceptable to the public works director must be secured. 4. The Development Plan shall be approved by the public works director prior to the issuance of building permits. 5. Staff approval of all site, civil, and landscaping plans. 6. Park Dedication Fee will be paid at a prorated amount based on the land dedication outlined in the preliminary plat approval. 7. The developer shall deed Outlet C to the city as park dedication. 8. The typical street section shall be updated to include a 10-foot trail separated from the road by a vegetated boulevard. 9. Any item or condition found that indicates the site is likely to yield information important to prehistory or history shall be reported to the city immediately. Further, the city reserves the right to stop work authorized in its approval until the site is appropriately investigated and work is authorized. 10. A sanitary sewer extension fee of $9,030/lot shall be paid at the time of platting. 11. The public works director shall review the HOA documents regarding the long-term maintenance plan for the private sanitary service. Motion Carried 5-0. Moved by Councilmember Grupa and seconded by Councilmember Calva to approve the development contract for Meadowsweet Bend and authorize staff to make non- substantive changes as required. Motion Carried 5-0. 8.2 Agreement 25-16: Cost Sharing for the TH 10 and 165th Avenue Intersection Improvements with Capstone Page 6 of 299 City Council Minutes July 7, 2025 --------- Page 5 of 9 The staff report was presented. Mr. Femrite stated there was an estimated total project cost of about $6.5 million committed to the Twin Lakes Road extension and intersection improvements along Highway 10, with $3 million to come from our state aid account. He noted the $3 million was not reallocated. Councilmember Beyer asked what was expected to be done with the $6.5 million. Mr. Femrite outlined that the cost was to extend Twin Lakes Road from where it now ends out to Highway 10 and build a new at-grade intersection with a signal, along with a frontage road connection. He further noted there would have been some right-of-way acquisition. Councilmember Wagner expressed support for the safety measures needed at the Highway 10 and 165th Avenue intersection, even though it is not the design they would desire. Councilmember Beyer stated that we have a partner participating in the cost-sharing of this project, it is one of the most dangerous areas for traffic safety, and we owe it to the community to fix it. Mayor Dietz agreed there are safety issues, but feels strongly the developer should be paying more than 50% of the costs. Moved by Councilmember Beyer and seconded by Councilmember Wagner to approve Agreement 25-16 Capstone Homes, agreeing to 50% of the costs associated with engineering services for the preliminary and final design of the proposed improvements. Motion Carried 3-2. Mayor Dietz and Councilmember Calva opposed. Moved by Councilmember Beyer and seconded by Councilmember Wagner to approve the execution of a professional services contract with Bolton & Menk, Inc. for $258,751 for engineering services associated with the work detailed in the cost share agreement. Motion Carried 4-1. Mayor Dietz opposed. 8.3 Discuss Work Session Items There was no discussion. 9.COUNCIL LIAISON UPDATES 9.1 Council Liaison Updates The Council provided updates as outlined in the respective advisory board's minutes. 10.MOTION TO ADJOURN REGULAR MEETING Moved by Councilmember Beyer and seconded by Councilmember Wagner to adjourn the meeting of City Council. Motion Carried 5-0. The meeting adjourned at 7:04 p.m. 11.WORK SESSION The worksession was called to order at 7:10 p.m. Page 7 of 299 City Council Minutes July 7, 2025 --------- Page 6 of 9 11.1 Downtown Street and Parking Lot Rehabilitation The staff report was presented. Mr. Femrite outlined a timeline for downtown public asset rehabilitation, which included parking lot improvements in 2026 and street improvements in 2027. Work is proposed to be completed on King Avenue and the upper and lower lots between the river and the businesses, Main Street from Lowell Avenue to Highway 10, and Jackson Avenue south of Highway 10, as noted on the map in the packet. Due to the possible future redevelopment potential of the King Avenue lot area, there was discussion that this area may not receive a full reconstruction but rather an overlay if the goal is to have it last another 15 years. Mr. Femrite discussed the challenges with the upper parking lot because the space is tight, and the stalls don't meet current depth requirements. He noted the parking lots should be completed in 2026, based on their condition, and to allow more time and input from the community regarding street and sidewalk design elements. Councilmember Wagner stated she is not in favor of bathrooms in the old cinema space because it will take away retail opportunities. She also stated that if diagonal parking is not allowed on Main Street, which would reduce the number of parking spaces, there would need to be a redesign of the King Avenue lot to create more parking. Mr. Femrite stated they could look at the entire King Avenue lot area, including green space, to evaluate how to maximize parking and also create some bathroom options for consideration. The City Council concurred that they want as many parking stalls as can be fitted into the King Avenue parking lot. Mayor Dietz stated he'd like the staff's opinions on how the street and sidewalk designs should look. Councilmember Beyer stated he likes to see various options. Mr. Femrite discussed opportunities with Burlington Northern Railroad for safety improvements along their corridor, which may include the track becoming grade-separated in the downtown area. He noted a local match may be required for some of the preliminary work. The Council liked the concept noted in the downtown plan and concurred with staff continuing discussions. Mr. Femrite stated he'd like to identify a work plan and a scope for consulting services. The Council concurred to continue to move ahead with building the framework for this rehabilitation project. 11.2 Yard Waste Transfer Facility The staff report was presented. Mr. Femrite and Mr. Teff discussed the county's program and outlined the challenges at the facility, noting many commercial users are not being honest, not following rules, and are dumping dirty loads. They noted the Elk River site is the busiest of all the city locations in the county and that the county is considering rule changes due to the high volume and costs. Rules for other sites outside the county were reviewed. Mr. Femrite asked the Council if they would be interested in establishing the county’s new rules or considering a program that is independent. Regardless of the direction, staff suggested a reset in which all current cards would no longer be valid, and people would need to reapply to continue using the facility in 2026. Mayor Dietz felt eliminating commercial users was not the answer and suggested charging them a substantial fee, so a staff person can be paid to monitor the site. Discussion took place regarding running our own city program and making it revenue-generating. Councilmember Beyer stated this program should always be free for our citizens, but did feel there Page 8 of 299 City Council Minutes July 7, 2025 --------- Page 7 of 9 should be a charge to contractors. He noted he wants to be able to keep the SCORE funds. He liked the idea of a reset, so a letter could be sent to remind people of the rules. Councilmember Grupa stated that a fee should be charged to commercial users and that he would not be opposed to a fee for residents as well. The Council concurred that they'd like to evaluate a city program. 11.3 Sister City Councilmember Calva presented the staff report. He read the drafted agreement for the Council. He stated that with the war in Ukraine, the reality is that it may be a few years before anyone visits the country, and when they do, it will be about introductions and tours. Mr. Portner confirmed with the city attorney that this is an informal and non-binding agreement. The Council concurred on becoming a sister city with Kryvyi Ri, Ukraine. 12.MOTION TO ADJOURN Moved by Councilmember Wagner and seconded by Councilmember Grupa to adjourn the meeting of City Council. Motion Carried 5-0. The meeting adjourned at 8:13 p.m. 13.CLOSED MEETING - PID 75-00566-0220 Council Present: Mayor John Dietz, Councilmembers J. Brian Calva, Cory Grupa, Mike Beyer, and Jennifer Wagner Staff Present: City Administrator Cal Portner, Assistant City Administrator Joe Stremcha, and City Clerk Tina Allard 13.1 Statement to be read by the Mayor: "The City Council will be holding a closed meeting per MN Statute 13D.05, subd. 3(c) to consider offers or counteroffers for the purchase of real property at 75-00566-0220." Mayor Dietz read the statement above. 13.2 Motion Calling Closed Meeting Moved by Councilmember Grupa and seconded by Councilmember Calva to open the closed meeting. Motion Carried 5-0. The meeting was opened at 8:14 p.m. 13.3 Hold Closed Meeting Page 9 of 299 City Council Minutes July 7, 2025 --------- Page 8 of 9 The closed meeting was held. 13.4 Motion to Adjourn Closed Meeting Moved by Councilmember Wagner and seconded by Councilmember Beyer to adjourn the meeting of City Council. Motion Carried 5-0. The meeting adjourned at 8:21 p.m. 14.CLOSED MEETING - SECURITY Council Present: Mayor John Dietz, Councilmembers J. Brian Calva, Cory Grupa, Mike Beyer, and Jennifer Wagner Staff Present: City Administrator Cal Portner, Police Chief Dave Kuhnly, Special Services Sergeant Andrew Zabee, and City Clerk Tina Allard 14.1 Statement to be read by the Mayor: "The City Council will be holding a closed meeting per MN Statute 13D.05, subd. 3(d) to discuss security recommendations regarding public services, infrastructure and facilities." Mayor Dietz read the statement above. 14.2 Motion Calling Closed Meeting Moved by Councilmember Beyer and seconded by Councilmember Grupa to open the closed meeting. Motion Carried 5-0. The closed meeting was opened at 8:22 p.m. 14.3 Hold Closed Meeting The closed meeting was held. 14.4 Motion to Adjourn Closed Meeting Moved by Councilmember Wagner and seconded by Councilmember Beyer to adjourn the meeting of City Council. Motion Carried 5-0. The meeting adjourned at 9:22 p.m. Minutes prepared by Tina Allard. Page 10 of 299 City Council Minutes July 7, 2025 --------- Page 9 of 9 __________________ John J. Dietz, Mayor ___________________ Tina Allard, City Clerk Page 11 of 299 The Elk River Vision A welcoming community with revolutionary and spirited resourcefulness, exceptional service, and community engagement that encourages and inspires prosperity Request for Action To City Council Item Number 4.2 Meeting Date July 21, 2025 Prepared By Amy Stangler, Accounting Clerk Item Description Check Register Reviewed by Lori Stich Joe Stremcha Cal Portner Tina Allard Action Requested Approve, by motion, the check registers for the period ending July 21, 2025. Background/Discussion The details for the period ending July 21, 2025, are attached to this request for action. Total for All Funds $1,323,551.32 Financial Impact N/A Mission/Policy/Goal N/A Attachments 1. 4.2 at1 Check Register 2. 4.2 at2 Check Register Page 12 of 299 CITY OF ELK RIVER Unpaid Invoice Report - COUNCIL Page: 1 Report dates: ALL-ALL Jul 16, 2025 05:24PM Report Criteria: Invoice Detail.GL account (3 Characters) = {<>} "920" Invoice Detail.GL account (3 Characters) = {<>} "910" Invoice Detail.Created by = {<>} "jdengerud" Invoice Sequence Description Type Invoice Invoice GL Account Number Number Date Amount Number ANNE SCHREIFELS 101 91464246 1 REFUND - ART CARD MAKING Invoice 07/11/2025 9.00 101-3-0000-3462 101 91464246 2 REFUND - ART CARD MAKING Invoice 07/11/2025 1.10 101-2080 Total 13939 ANNE SCHREIFELS: 10.10 ASPEN MILLS 101 356895 1 UNIFORMS - COWLEY Invoice 07/01/2025 18.00 101-4-2130-4217 101 357120 1 UNIFORMS - COWLEY Invoice 07/08/2025 97.95 101-4-2130-4217 Total 10749 ASPEN MILLS: 115.95 COMLINK SOLUTIONS LLC 290 C006166 1 MAIN STREET/RIVER BORE Invoice 06/26/2025 25,572.55 290-4-1350-4409 Total 14520 COMLINK SOLUTIONS LLC: 25,572.55 EHLERS & ASSOCIATES 463 101878 1 TIF REPORTING - TIF 23 Invoice 07/11/2025 181.04 463-4-7000-4319 464 101878 2 TIF REPORTING - TIF 24 Invoice 07/11/2025 181.04 464-4-7000-4319 465 101878 3 TIF REPORTING - TIF 25 Invoice 07/11/2025 181.04 465-4-7000-4319 466 101878 4 TIF REPORTING - TIF 26 Invoice 07/11/2025 181.04 466-4-7000-4319 467 101878 5 TIF REPORTING - TIF 27 Invoice 07/11/2025 181.04 467-4-7000-4319 469 101878 6 TIF REPORTING - TIF 29 Invoice 07/11/2025 181.05 469-4-7000-4319 469 102036 1 TIF REPORTING-TIF 29 Invoice 07/11/2025 147.50 469-4-7000-4319 Total 17287 EHLERS & ASSOCIATES: 1,233.75 FLAGSHIP RECREATION LLC 101 F23699 1 WATERPLAY PARTS Invoice 07/02/2025 1,827.00 101-4-5110-4219 Total 12035 FLAGSHIP RECREATION LLC: 1,827.00 HUBBARD ELECTRIC 101 20250707-7076 1 ELECTRICAL SVCS-FLAGPOLE LIGH Invoice 07/11/2025 2,079.00 101-4-5110-4409 Page 13 of 299 CITY OF ELK RIVER Unpaid Invoice Report - COUNCIL Page: 2 Report dates: ALL-ALL Jul 16, 2025 05:24PM Invoice Sequence Description Type Invoice Invoice GL Account Number Number Date Amount Number Total 13803 HUBBARD ELECTRIC: 2,079.00 JOE AUDETTE 603 7-3-25 JA 1 REIMB AUDETTE - BARC TOP 100 Invoice 07/03/2025 294.16 603-4-9152-4331 Total 13911 JOE AUDETTE: 294.16 MEDICINE LAKE TOURS 101 7/7/25 - 7/24/25 1 JULY TRIP - CHATEAU WINERY Invoice 07/07/2025 2,112.00 101-4-5510-4409 Total 13038 MEDICINE LAKE TOURS: 2,112.00 MINNESOTA EQUIPMENT 221 E24418 1 LAWN MOWER Invoice 06/04/2025 679.00 221-4-5400-4219 Total 12620 MINNESOTA EQUIPMENT: 679.00 N C S I 221 59067 1 BACKGROUND CHECKS - SKATING I Invoice 07/01/2025 55.50 221-4-5420-4409 Total 27519 N C S I: 55.50 PRINCETON RENTAL INC 101 1-575281 1 WEED WHIP PARTS Invoice 07/08/2025 48.16 101-4-5110-4221 101 1-575476 1 RENTAL - TRENCHER Invoice 07/11/2025 314.21 101-4-5110-4415 101 1-575517 1 SUPPLIES Invoice 07/11/2025 43.18 101-4-5110-4219 101 1-575693 1 LIFT RENTAL Invoice 07/15/2025 45.00 101-4-2190-4219 Total 10469 PRINCETON RENTAL INC: 450.55 ROSE PRIMUS 101 91434214 1 EVENT REFUND - TOM PAQUIN MUSI Invoice 07/10/2025 12.00 101-3-0000-3462 101 91434214 2 EVENT REFUND - TOM PAQUIN MUSI Invoice 07/10/2025 .95 101-2080 Total 30196 ROSE PRIMUS: 12.95 RYAN COWLEY 101 7152025 RC 1 REIMB PER DIEM 7/6-7/11 COWLEY Invoice 07/15/2025 340.00 101-4-2130-4331 Total 15242 RYAN COWLEY: 340.00 SCHMIDT CURB CO., INC 603 25-39 A 1 2025 SIDEWALK/LOADING DOCK RE Invoice 06/19/2025 14,604.00 603-4-9152-4404 Page 14 of 299 CITY OF ELK RIVER Unpaid Invoice Report - COUNCIL Page: 3 Report dates: ALL-ALL Jul 16, 2025 05:24PM Invoice Sequence Description Type Invoice Invoice GL Account Number Number Date Amount Number Total 31907 SCHMIDT CURB CO., INC: 14,604.00 SHERBURNE COUNTY RECORDER 821 7-07-2025 ESCROW A 1 REPLENISH ESCROW ACCT Invoice 07/07/2025 1,000.00 821-1550 Total 32230 SHERBURNE COUNTY RECORDER: 1,000.00 STEP SAVER INC 101 185626 1 BULK SALT - POLICE DEPARTMENT Invoice 07/03/2025 172.50 101-4-2190-4219 Total 13048 STEP SAVER INC: 172.50 TWIN CITY HARDWARE 101 PSI2340552 1 DOOR HINGES Invoice 07/08/2025 110.44 101-4-1600-4219 Total 34928 TWIN CITY HARDWARE: 110.44 ADAM D MARSHALL 101 300 7/26/25 1 ENTERTAINMENT-ELK RIVERFEST 7/ Invoice 03/10/2025 375.00 101-4-1110-4409 Total 11752 ADAM D MARSHALL: 375.00 ADVANCE AUTO PARTS 101 6313518863565 1 SHOP SUPPLIES-BRAKE CLEANER/ Invoice 07/07/2025 149.40 101-4-3150-4219 Total 10168 ADVANCE AUTO PARTS: 149.40 ADVANCED ENGINEERING AND 406 103937 1 NE SEWER SUB AREA STUDY Invoice 07/08/2025 5,216.50 406-4-8010-4319 Total 14907 ADVANCED ENGINEERING AND: 5,216.50 ALL STATE COMMUNICATIONS LLC 101 351896 1 INSTALL CABLE & CAMERAS Invoice 07/09/2025 1,150.00 101-4-2190-4401 Total 52447 ALL STATE COMMUNICATIONS LLC: 1,150.00 ALLINA HEALTH SYSTEM 101 CI00069166 1 EMR CLASS Invoice 06/30/2025 6,000.00 101-4-2320-4331 Total 10406 ALLINA HEALTH SYSTEM: 6,000.00 AMAZON CAPITAL SERVICES 101 113J-M9TJ-RG9N 1 CRIME PREVENTION SUPPLIES REF Invoice 07/01/2025 69.99- 101-4-2150-4219 101 11CT-XQVW-6914 1 SUPPLIES Invoice 06/30/2025 50.49 101-4-5210-4219 Page 15 of 299 CITY OF ELK RIVER Unpaid Invoice Report - COUNCIL Page: 4 Report dates: ALL-ALL Jul 16, 2025 05:24PM Invoice Sequence Description Type Invoice Invoice GL Account Number Number Date Amount Number 101 11XP-PYYG-QL1T 1 ELK RIVERFEST SUPPLIES Invoice 07/16/2025 27.88 101-4-1110-4409 221 13P1-FCDX-64RD 1 SIGNS FOR LOBBY Invoice 07/01/2025 219.17 221-4-5400-4219 603 14LD-W4R9-3DTW 1 SUPPLIES Invoice 07/10/2025 24.68 603-4-9112-4219 603 14LD-W4R9-3DTW 2 SUPPLIES Invoice 07/10/2025 63.09 603-4-9152-4219 101 167K-C4C3-R3VN 1 SUPPLIES - TAPE MEASURE Invoice 06/28/2025 18.85 101-4-5230-4219 101 17WJ-H7NT-CPN3 1 SUPPLIES Invoice 07/10/2025 11.00 101-4-5210-4219 101 17X9-WC4N-PF6Y 1 ELK RIVERFEST SUPPLIES Invoice 07/14/2025 122.80 101-4-1110-4409 101 19KK-HJ11-WHLN 1 PROPERTY ROOM SUPPLIES Invoice 07/01/2025 9.98 101-4-2130-4219 101 1DXV-VW1L-6N9M 1 PROGRAM SUPPLIES Invoice 07/01/2025 69.89 101-4-5510-4219 101 1F49-KFRQ-KL31 1 SUPPLIES - IPHONE CHARGERS Invoice 07/09/2025 144.40 101-4-1350-4219 101 1FKM-KCL6-1PNL 1 SUPPLIES - TRIMMER BLADE Invoice 07/02/2025 129.90 101-4-1600-4219 101 1HDQ-Y7VN-9HTG 1 CRIME PREVENTION SUPPLIES Invoice 07/02/2025 36.08 101-4-2150-4219 101 1HGV-LHCL-NLXQ 1 SHERBURNE COUNTY PARADE CAN Invoice 07/15/2025 199.98 101-4-2150-4219 101 1HX1-3QXY-DC7X 1 FIELD/CAMP SUPPLIES Invoice 07/10/2025 157.05 101-4-5220-4219 101 1MJD-KG1K-YND6 1 SUPPLIES Invoice 07/10/2025 17.89 101-4-5110-4219 101 1MPH-KW99-CKX9 1 PROPERTY ROOM SUPPLIES Invoice 07/07/2025 109.98 101-4-2130-4219 602 1PQ7-DCFN-67GH 1 SUPPLIES Invoice 06/30/2025 169.04 602-4-9020-4219 602 1PWJ-PQ9G-TG6Y 1 SUPPLIES Invoice 06/25/2025 237.55 602-4-9050-4219 602 1Q44-XR6C-XK96 1 SUPPLIES Invoice 06/29/2025 9.80 602-4-9020-4219 101 1R9M-MW1X-CNMX 1 PROGRAM SUPPLIES Invoice 06/30/2025 64.55 101-4-5220-4219 101 1RLQ-HWYV-R1LC 1 ELK RIVERFEST SUPPLIES Invoice 07/01/2025 58.16 101-4-1110-4409 602 1T7Y-GH3F-GJ6W 1 SUPPLIES - FISH FOOD Invoice 07/07/2025 20.24 602-4-9020-4219 101 1VH1-XTPT-9HHV 1 SUPPLIES - MOUSE, FLASH DRIVES, Invoice 07/02/2025 681.71 101-4-1350-4219 101 1W1J-1VJN-GRW1 1 CRIME PREVENTION SUPPLIES Invoice 06/30/2025 109.99 101-4-2150-4219 602 1W4F-JPJC-QXFV 1 SUPPLIES - V-BELTS Invoice 07/04/2025 51.96 602-4-9020-4219 101 1WYC-FRPL-GXFC 1 INVESTIGATION SUPLLIES Invoice 07/03/2025 232.75 101-4-2130-4219 101 1YPF-RRKM-VNY6 1 SUPPLIES - ELK RIVERFEST Invoice 06/29/2025 22.16 101-4-1110-4409 101 1YR6-F391-R64H 1 DRONE BATTERIES Invoice 06/25/2025 314.00 101-4-2120-4219 Page 16 of 299 CITY OF ELK RIVER Unpaid Invoice Report - COUNCIL Page: 5 Report dates: ALL-ALL Jul 16, 2025 05:24PM Invoice Sequence Description Type Invoice Invoice GL Account Number Number Date Amount Number Total 13706 AMAZON CAPITAL SERVICES: 3,315.03 ARTISAN BEER COMPANY 603 3780476 1 BEER Invoice 07/09/2025 163.05 603-4-9111-4252 603 3780477 1 THC PRODUCTS Invoice 07/09/2025 137.20 603-4-9111-4256 603 3780478 1 BEER Invoice 07/09/2025 60.00 603-4-9151-4252 Total 12167 ARTISAN BEER COMPANY: 360.25 ARVIG ENTERPRISES 290 7142025 #3 1 BORDER TO BORDER GRANT Invoice 07/14/2025 259.41 290-4-1350-4409 Total 12866 ARVIG ENTERPRISES: 259.41 AXON ENTERPRISE, INC. 101 INUS357667 1 AXON CONTRACT - 2025 Invoice 07/01/2025 4,468.04 101-4-2120-4404 Total 13529 AXON ENTERPRISE, INC.: 4,468.04 BERNICK'S 603 10376816 1 POP Invoice 07/09/2025 178.14 603-4-9111-4255 603 10376817 1 THC PRODUCTS Invoice 07/09/2025 329.50 603-4-9111-4256 603 10376818 1 BEER Invoice 07/09/2025 4,202.20 603-4-9111-4252 603 10376819 1 POP/MISC Invoice 07/09/2025 202.36 603-4-9151-4255 603 10376820 1 THC PRODUCTS Invoice 07/09/2025 81.00 603-4-9151-4256 603 10376821 1 BEER Invoice 07/09/2025 1,470.90 603-4-9151-4252 Total 11950 BERNICK'S: 6,464.10 BETTY WHITE 101 91434937 1 EVENT REFUND - TOM PAQUIN MUSI Invoice 07/10/2025 12.00 101-3-0000-3462 101 91434937 2 EVENT REFUND - TOM PAQUIN MUSI Invoice 07/10/2025 .95 101-2080 Total 52444 BETTY WHITE: 12.95 BLACKHAWK PEST CONTROL, LLC 101 51166 1 MONTHLY SERVICE - PT COMPLEX Invoice 07/02/2025 75.00 101-4-5110-4401 101 51173 1 MONTHLY SERVICE-ORONO PARK Invoice 06/24/2025 50.00 101-4-5210-4401 Total 14717 BLACKHAWK PEST CONTROL, LLC: 125.00 Page 17 of 299 CITY OF ELK RIVER Unpaid Invoice Report - COUNCIL Page: 6 Report dates: ALL-ALL Jul 16, 2025 05:24PM Invoice Sequence Description Type Invoice Invoice GL Account Number Number Date Amount Number BLAINE LOCK & SAFE, INC 101 33462 1 SUPPLIES Invoice 06/25/2025 208.00 101-4-5110-4219 Total 12256 BLAINE LOCK & SAFE, INC: 208.00 BRANT JACKSON 101 12325 7/26/25 1 ELK RIVERFEST AUDIO CIRCUS FIN Invoice 07/25/2025 3,000.00 101-4-1110-4409 Total 52359 BRANT JACKSON: 3,000.00 BREAKTHRU BEVERAGE MINNESOTA 603 122310395 1 LIQUOR Invoice 07/10/2025 360.00 603-4-9151-4251 603 122310395 2 FREIGHT Invoice 07/10/2025 2.90 603-4-9151-4332 603 122317005 1 LIQUOR Invoice 07/10/2025 2,316.20 603-4-9151-4251 603 122317005 2 FREIGHT Invoice 07/10/2025 56.55 603-4-9151-4332 603 122317006 1 WINE Invoice 07/10/2025 192.00 603-4-9151-4253 603 122317006 2 FREIGHT Invoice 07/10/2025 2.90 603-4-9151-4332 603 122317007 1 POP/MISC Invoice 07/10/2025 207.94 603-4-9151-4255 603 122317007 2 POP/MISC Invoice 07/10/2025 8.70 603-4-9151-4255 603 413734796 1 WINE CREDIT Invoice 07/08/2025 256.00- 603-4-9151-4253 603 413734796 2 FREIGHT CREDIT Invoice 07/08/2025 2.90- 603-4-9151-4332 603 413734797 1 LIQUOR CREDIT Invoice 07/08/2025 360.00- 603-4-9151-4251 603 413734797 2 FREIGHT CREDIT Invoice 07/08/2025 2.90- 603-4-9151-4332 603 413757089 1 POP/MISC CREDIT Invoice 07/14/2025 20.00- 603-4-9151-4255 603 413757089 2 FREIGHT CREDIT Invoice 07/14/2025 1.45- 603-4-9151-4332 Total 8002 BREAKTHRU BEVERAGE MINNESOTA: 2,503.94 603 122317115 1 LIQUOR Invoice 07/10/2025 2,636.72 603-4-9111-4251 603 122317115 2 FREIGHT Invoice 07/10/2025 27.55 603-4-9111-4332 603 122317116 1 POP/MISC Invoice 07/10/2025 208.21 603-4-9111-4255 603 122317116 2 FREIGHT Invoice 07/10/2025 14.50 603-4-9111-4332 603 122317117 1 WINE Invoice 07/10/2025 480.00 603-4-9111-4253 603 122317117 2 FREIGHT Invoice 07/10/2025 7.25 603-4-9111-4332 Page 18 of 299 CITY OF ELK RIVER Unpaid Invoice Report - COUNCIL Page: 7 Report dates: ALL-ALL Jul 16, 2025 05:24PM Invoice Sequence Description Type Invoice Invoice GL Account Number Number Date Amount Number 603 122317807 1 BEER Invoice 07/10/2025 570.00 603-4-9111-4252 603 122317808 1 LIQUOR Invoice 07/10/2025 100.00 603-4-9111-4251 603 413734820 1 LIQUOR CREDIT Invoice 07/08/2025 360.00- 603-4-9111-4251 603 413734820 2 FREIGHT CREDIT Invoice 07/08/2025 2.90- 603-4-9111-4332 603 413734821 1 LIQUOR CREDIT Invoice 07/08/2025 830.31- 603-4-9111-4251 603 413734821 2 FREIGHT CREDIT Invoice 07/08/2025 5.07- 603-4-9111-4332 603 413734822 1 WINE CREDIT Invoice 07/08/2025 256.00- 603-4-9111-4253 603 413734822 2 FREIGHT CREDIT Invoice 07/08/2025 2.90- 603-4-9111-4332 Total 12893 BREAKTHRU BEVERAGE MINNESOTA: 2,587.05 C & L DISTRIBUTING CO 603 1839001308 1 BEER CREDIT Invoice 05/07/2025 5.30- 603-4-9151-4252 603 1839001377 1 BEER CREDIT Invoice 06/30/2025 36.55- 603-4-9151-4252 603 1839001386 1 BEER CREDIT Invoice 07/09/2025 8.05- 603-4-9151-4252 603 1839001386 2 POP/MISC CREDIT Invoice 07/09/2025 38.50- 603-4-9151-4255 603 1839001387 1 BEER CREDIT Invoice 07/09/2025 21.30- 603-4-9151-4252 603 2128936 1 LIQUOR Invoice 06/30/2025 273.10 603-4-9151-4251 603 2128937 1 BEER Invoice 06/30/2025 14,628.35 603-4-9151-4252 603 2134224 1 LIQUOR Invoice 07/09/2025 231.00 603-4-9151-4251 603 2134227 1 POP/MISC Invoice 07/09/2025 63.00 603-4-9151-4255 603 2134227 2 BEER Invoice 07/09/2025 6,562.95 603-4-9151-4252 Total 8003 C & L DISTRIBUTING CO: 21,648.70 603 1839001353 1 BEER CREDIT Invoice 06/11/2025 107.40- 603-4-9111-4252 603 1839001388 1 BEER CREDIT Invoice 07/09/2025 65.18- 603-4-9111-4252 603 1839001389 1 BEER Invoice 07/09/2025 281.60 603-4-9111-4252 603 2097055 CM 1 BEER CREDIT Invoice 05/05/2025 21.20- 603-4-9111-4252 603 2132890 1 LIQUOR CREDIT Invoice 07/02/2025 108.96- 603-4-9111-4251 603 2132904 1 LIQUOR Invoice 07/07/2025 462.00 603-4-9111-4251 603 2133180 1 BEER Invoice 07/07/2025 8,997.40 603-4-9111-4252 Page 19 of 299 CITY OF ELK RIVER Unpaid Invoice Report - COUNCIL Page: 8 Report dates: ALL-ALL Jul 16, 2025 05:24PM Invoice Sequence Description Type Invoice Invoice GL Account Number Number Date Amount Number 603 2136033 1 BEER Invoice 07/09/2025 16.00 603-4-9111-4252 603 2136034 1 LIQUOR Invoice 07/09/2025 616.00 603-4-9111-4251 603 2136035 1 BEER Invoice 07/09/2025 12,593.40 603-4-9111-4252 603 2136036 1 THC PRODUCTS CREDIT Invoice 07/09/2025 13.33- 603-4-9111-4256 603 2136036 2 BEER CREDIT Invoice 07/09/2025 42.00- 603-4-9111-4252 603 2136040 1 THC PRODUCTS Invoice 07/09/2025 508.92 603-4-9111-4256 Total 13375 C & L DISTRIBUTING CO: 23,117.25 CATHERINE ENGLISH 101 101 7/31/25 1 FARMERS MARKET ENTERTAINMEN Invoice 02/13/2025 175.00 101-4-5230-4409 Total 13598 CATHERINE ENGLISH: 175.00 CENTERPOINT ENERGY 602 11504615-3 JUN 25 1 NATURAL GAS Invoice 07/09/2025 29.66 602-4-9050-4389 101 11809755-9 JUN 25 1 NATURAL GAS - FS #3 Invoice 07/08/2025 409.10 101-4-2310-4389 211 6781052-3 JUN 25 1 NATURAL GAS Invoice 07/09/2025 55.28 211-4-5600-4389 602 7628405-8 JUN 25 1 NATURAL GAS Invoice 07/08/2025 92.57 602-4-9050-4389 602 7836556-6 JUN 25 1 NATURAL GAS Invoice 07/08/2025 35.11 602-4-9050-4389 101 9497572-9 JUN 25 1 NATURAL GAS Invoice 07/08/2025 463.98 101-4-3120-4389 Total 13845 CENTERPOINT ENERGY: 1,085.70 CHET'S SHOES, INC 101 LLC22251 1 SAFETY BOOTS-J BAAS Invoice 06/30/2025 200.00 101-4-5110-4217 101 LLC22251 2 SAFETY BOOTS - M LITFIN Invoice 06/30/2025 200.00 101-4-3120-4217 Total 13968 CHET'S SHOES, INC: 400.00 CHOPS, INC 101 25001 7/26/25 1 ELK RIVERFEST PERFORMER Invoice 01/16/2025 500.00 101-4-1110-4409 Total 52320 CHOPS, INC: 500.00 CINTAS CORPORATION LOC 470 602 4235477155 1 UNIFORMS RENTAL/CLEANING Invoice 07/01/2025 153.88 602-4-9020-4417 603 4235864917 1 MATS, TOWELS, SCRAPER, MOPS Invoice 07/03/2025 55.08 603-4-9152-4404 Page 20 of 299 CITY OF ELK RIVER Unpaid Invoice Report - COUNCIL Page: 9 Report dates: ALL-ALL Jul 16, 2025 05:24PM Invoice Sequence Description Type Invoice Invoice GL Account Number Number Date Amount Number 603 4235865101 1 MATS, TOWELS, SCRAPERS, MOPS Invoice 07/03/2025 52.31 603-4-9112-4404 602 4236305512 1 UNIFORMS RENTAL/CLEANING Invoice 07/09/2025 164.33 602-4-9020-4417 603 4236621618 1 MATS, TOWELS, SCRAPERS, MOPS Invoice 07/11/2025 52.31 603-4-9112-4404 603 4236628785 1 MATS, TOWELS, SCRAPER, MOPS Invoice 07/11/2025 47.02 603-4-9152-4404 Total 14080 CINTAS CORPORATION LOC 470: 524.93 CNH ARCHITECTS LTD 292 3560 1 JUNE SERVICES – FIRE STATION 1 Invoice 06/30/2025 29,637.20 292-4-2310-4319 Total 52295 CNH ARCHITECTS LTD: 29,637.20 CROW RIVER FARM EQUIPMENT 101 213087 1 SUPPLIES Invoice 06/26/2025 480.76 101-4-5110-4219 Total 15451 CROW RIVER FARM EQUIPMENT: 480.76 CRYSTAL SPRINGS ICE 603 3-500717 1 ICE Invoice 07/04/2025 316.31 603-4-9111-4255 603 3-500717 2 FREIGHT Invoice 07/04/2025 4.00 603-4-9111-4332 603 3-500721 1 ICE Invoice 07/04/2025 127.28 603-4-9151-4255 603 3-500721 2 FREIGHT Invoice 07/04/2025 4.00 603-4-9151-4332 603 3-500796 1 ICE Invoice 07/08/2025 300.24 603-4-9111-4255 603 3-500796 2 FREIGHT Invoice 07/08/2025 4.00 603-4-9111-4332 603 3-500800 1 ICE Invoice 07/08/2025 268.40 603-4-9151-4255 603 3-500800 2 FREIGHT Invoice 07/08/2025 4.00 603-4-9151-4332 603 3-500848 1 ICE Invoice 07/11/2025 221.52 603-4-9111-4255 603 3-500848 2 FREIGHT Invoice 07/11/2025 4.00 603-4-9111-4332 603 3-500883 1 ICE Invoice 07/15/2025 342.40 603-4-9111-4255 603 3-500883 2 FREIGHT Invoice 07/15/2025 4.00 603-4-9111-4332 603 3-500889 1 ICE Invoice 07/15/2025 221.27 603-4-9151-4255 603 3-500889 2 FREIGHT Invoice 07/15/2025 4.00 603-4-9151-4332 Total 52407 CRYSTAL SPRINGS ICE: 1,825.42 CUB FOODS Page 21 of 299 CITY OF ELK RIVER Unpaid Invoice Report - COUNCIL Page: 10 Report dates: ALL-ALL Jul 16, 2025 05:24PM Invoice Sequence Description Type Invoice Invoice GL Account Number Number Date Amount Number 603 104351130423 1 SUPPLIES Invoice 07/15/2025 27.98 603-4-9112-4219 Total 15550 CUB FOODS: 27.98 CULLIGAN 602 101X40408406 1 DEIONIZATION RENTAL SVC Invoice 06/30/2025 20.50 602-4-9020-4219 Total 15573 CULLIGAN: 20.50 DACOTAH PAPER CO 221 65173 1 SUPPLIES - CUPS Invoice 07/10/2025 83.36 221-4-5430-4219 Total 15887 DACOTAH PAPER CO: 83.36 DAHLHEIMER BEVERAGE, LLC 603 2509090 1 POP/MISC Invoice 06/30/2025 25.00 603-4-9151-4255 603 2509091 1 BEER Invoice 06/30/2025 5,612.00 603-4-9151-4252 603 2511751 1 BEER Invoice 07/03/2025 8,232.96 603-4-9151-4252 603 2512221 1 THC PRODUCTS Invoice 07/03/2025 148.00 603-4-9151-4256 603 2512223 1 BEER Invoice 07/03/2025 144.40 603-4-9151-4252 603 2514142 1 POP/MISC Invoice 07/07/2025 85.00 603-4-9151-4255 603 2514142 2 BEER Invoice 07/07/2025 93.00 603-4-9151-4252 603 2514143 1 BEER Invoice 07/07/2025 5,038.40 603-4-9151-4252 603 2514656 1 BEER CREDIT Invoice 07/03/2025 4.50- 603-4-9151-4252 603 2514679 1 LIQUOR Invoice 07/07/2025 470.00 603-4-9151-4251 603 2517579 1 BEER Invoice 07/10/2025 6,774.95 603-4-9151-4252 603 2517962 1 LIQUOR Invoice 07/10/2025 940.00 603-4-9151-4251 603 2517963 1 THC PRODUCTS Invoice 07/10/2025 134.00 603-4-9151-4256 603 2520500 1 BEER CREDIT Invoice 07/11/2025 12.95- 603-4-9151-4252 Total 8005 DAHLHEIMER BEVERAGE, LLC: 27,680.26 603 2030-00001 1 BEER CREDIT Invoice 06/30/2025 30.00- 603-4-9111-4252 603 2509039 1 BEER Invoice 06/30/2025 15,886.05 603-4-9111-4252 603 2512156 1 THC PRODUCTS Invoice 07/02/2025 854.00 603-4-9111-4256 603 2512157 1 BEER Invoice 07/02/2025 14,627.75 603-4-9111-4252 Page 22 of 299 CITY OF ELK RIVER Unpaid Invoice Report - COUNCIL Page: 11 Report dates: ALL-ALL Jul 16, 2025 05:24PM Invoice Sequence Description Type Invoice Invoice GL Account Number Number Date Amount Number 603 2514078 1 THC PRODUCTS Invoice 07/07/2025 144.00 603-4-9111-4256 603 2514079 1 BEER Invoice 07/07/2025 12,841.30 603-4-9111-4252 603 2514648 1 BEER CREDIT Invoice 07/03/2025 170.50- 603-4-9111-4252 603 2517651 1 BEER Invoice 07/10/2025 11,374.76 603-4-9111-4252 603 2518455 1 BEER Invoice 07/10/2025 955.56 603-4-9111-4252 603 2518460 1 THC PRODUCTS Invoice 07/10/2025 817.00 603-4-9111-4256 603 2519538 1 BEER Invoice 07/10/2025 17.44 603-4-9111-4252 603 2520529 1 BEER Invoice 07/14/2025 11,354.59 603-4-9111-4252 603 2520529 2 LIQUOR Invoice 07/14/2025 76.50 603-4-9111-4251 603 2520568 1 BEER CREDIT Invoice 07/11/2025 12.00- 603-4-9111-4252 603 976-00179 1 BEER CREDIT Invoice 06/02/2025 180.00- 603-4-9111-4252 Total 15900 DAHLHEIMER BEVERAGE, LLC: 68,556.45 DANIELLE FAULHABER 101 94 JUNE 1 TRANSCRIPTION SERVICES - JUN Invoice 07/01/2025 443.58 101-4-2150-4409 Total 13642 DANIELLE FAULHABER: 443.58 DELMAR BAUERS 101 July Classes 1 ADULT PICKLEBALL LESSONS Invoice 07/14/2025 130.00 101-4-5220-4409 Total 14748 DELMAR BAUERS: 130.00 DIAMOND VOGEL INC 101 813172300 1 SUPPLIES-PAINT Invoice 07/14/2025 1,047.00 101-4-3120-4219 Total 16350 DIAMOND VOGEL INC: 1,047.00 E C M PUBLISHERS INC 101 1056412 1 BUSINESS CARDS - TORREN JOHNS Invoice 07/02/2025 37.00 101-4-2110-4201 101 1056777 1 JOB AD - MULTIMEDIA SPCL Invoice 07/06/2025 64.40 101-4-1120-4319 101 1056778 1 JOB AD - IT SPCLIST Invoice 07/06/2025 66.40 101-4-1350-4219 101 1057280 1 BUSINESS CARDS-FIRKUS Invoice 07/09/2025 37.00 101-4-2110-4201 Total 17000 E C M PUBLISHERS INC: 204.80 ECKBERG LAMMERS, P. C. Page 23 of 299 CITY OF ELK RIVER Unpaid Invoice Report - COUNCIL Page: 12 Report dates: ALL-ALL Jul 16, 2025 05:24PM Invoice Sequence Description Type Invoice Invoice GL Account Number Number Date Amount Number 101 46882 1 PROFESSIONAL SERVICES - LIDA B Invoice 06/30/2025 8,586.00 101-4-2110-4319 Total 52446 ECKBERG LAMMERS, P. C.: 8,586.00 ELK RIVER FIRE RELIEF ASSOC 101 2025 1 2025 VOLUNTARY CONTRIBUTION Invoice 07/08/2025 30,000.00 101-4-2310-4106 Total 17560 ELK RIVER FIRE RELIEF ASSOC: 30,000.00 ELK RIVER MUNICIPAL UTILITIES 101 7-2-25 ERMU 1 WATER/ELECTRIC Invoice 07/02/2025 6,553.51 101-4-5110-4389 602 7-2-25 ERMU 2 ELECTRIC Invoice 07/02/2025 1,483.75 602-4-9050-4389 101 7-2-25 ERMU 3 ELECTRIC Invoice 07/02/2025 138.39 101-4-2330-4389 101 7-2-25 ERMU 4 ELECTRIC Invoice 07/02/2025 64.00 101-4-2190-4389 101 7-2-25 ERMU 5 ELECTRIC Invoice 07/02/2025 32.45 101-4-5110-4389 Total 17700 ELK RIVER MUNICIPAL UTILITIES: 8,272.10 ELK RIVER WINLECTRIC 101 415312 01 1 PART FOR GATE Invoice 07/11/2025 28.49 101-4-3120-4219 Total 17890 ELK RIVER WINLECTRIC: 28.49 ERIC ALTHAUS 101 782025 - 7/31/25 1 RIVERFRONT CONCERT SKITZO FO Invoice 07/08/2025 2,500.00 101-4-5220-4409 Total 52325 ERIC ALTHAUS: 2,500.00 FASTENAL COMPANY 101 MNELK142847 1 SUPPLIES - VENDING Invoice 06/27/2025 252.57 101-4-5110-4219 101 MNELK142847 2 SUPPLIES - VENDING Invoice 06/27/2025 220.18 101-4-3120-4219 101 MNELK142847 3 SUPPLIES - VENDING Invoice 06/27/2025 13.23 101-4-3150-4219 101 MNELK142847 4 SUPPLIES - VENDING Invoice 06/27/2025 32.13 101-4-1600-4219 101 MNELK143009 1 SUPPLIES - VENDING Invoice 07/11/2025 165.62 101-4-3120-4219 101 MNELK143009 2 SUPPLIES - VENDING Invoice 07/11/2025 153.25 101-4-5110-4219 101 MNELK143009 3 SUPPLIES - VENDING Invoice 07/11/2025 41.84 101-4-3150-4219 Total 18453 FASTENAL COMPANY: 878.82 FINNLYTECH INC Page 24 of 299 CITY OF ELK RIVER Unpaid Invoice Report - COUNCIL Page: 13 Report dates: ALL-ALL Jul 16, 2025 05:24PM Invoice Sequence Description Type Invoice Invoice GL Account Number Number Date Amount Number 221 1858 1 SCHEDULING SOFTWARE-FTCTR Invoice 07/01/2025 3,705.00 221-4-5400-4409 Total 14832 FINNLYTECH INC: 3,705.00 FIRST HOSPITAL LABORATORIES 101 FL00679660 1 RANDOM DRUG SCREEN Invoice 07/03/2025 244.64 101-4-1220-4319 Total 18890 FIRST HOSPITAL LABORATORIES: 244.64 FLEETPRIDE 101 127182313 1 PARTS #241 Invoice 07/14/2025 16.32 101-4-3120-4221 Total 11711 FLEETPRIDE: 16.32 GERTENS 101 6786 /11 1 SUPPLIES - PARKS Invoice 07/09/2025 32.00 101-4-5110-4219 101 6786 /11 2 SUPPLIES - CITY HALL Invoice 07/09/2025 18.00 101-4-1600-4219 101 6786 /11 3 SUPPLIES - PUBLIC SAFETY Invoice 07/09/2025 16.00 101-4-3120-4219 Total 13257 GERTENS: 66.00 GOPHER STATE ONE-CALL INC 602 5060372 1 LOCATION CALLS Invoice 06/30/2025 552.15 602-4-9020-4404 Total 20150 GOPHER STATE ONE-CALL INC: 552.15 GRAINGER 101 9557107993 1 SHOP TOOLS Invoice 06/30/2025 39.98 101-4-3150-4219 101 9569881460 1 PARTS - BEACH RAKE Invoice 07/11/2025 166.98 101-4-5110-4221 Total 20300 GRAINGER: 206.96 GRANITE CITY JOBBING CO 603 465974 1 POP/MISC Invoice 07/03/2025 1,639.93 603-4-9111-4255 603 465974 2 SUPPLIES Invoice 07/03/2025 160.57 603-4-9112-4219 603 465974 3 FREIGHT Invoice 07/03/2025 5.00 603-4-9111-4332 603 465976 1 POP/MISC Invoice 07/03/2025 873.03 603-4-9151-4255 603 465976 2 SUPPLIES Invoice 07/03/2025 73.88 603-4-9152-4219 603 465976 3 FREIGHT Invoice 07/03/2025 5.00 603-4-9151-4332 603 467501 1 POP/MISC Invoice 07/11/2025 820.49 603-4-9111-4255 Page 25 of 299 CITY OF ELK RIVER Unpaid Invoice Report - COUNCIL Page: 14 Report dates: ALL-ALL Jul 16, 2025 05:24PM Invoice Sequence Description Type Invoice Invoice GL Account Number Number Date Amount Number 603 467501 2 FREIGHT Invoice 07/11/2025 5.00 603-4-9111-4332 603 467501 3 SUPPLIES Invoice 07/11/2025 32.57 603-4-9112-4219 603 467502 1 POP/MISC Invoice 07/11/2025 484.01 603-4-9151-4255 603 467502 2 SUPPLIES Invoice 07/11/2025 79.70 603-4-9152-4219 603 467502 3 FREIGHT Invoice 07/11/2025 5.00 603-4-9151-4332 Total 10654 GRANITE CITY JOBBING CO: 4,184.18 GRAPHIC HOUSE INC 296 DP34390 1 FT CENTER MONUMENT SIGN-DEP Invoice 07/15/2025 68,710.50 296-4-7000-4520 Total 13773 GRAPHIC HOUSE INC: 68,710.50 GRIMCO, INC 101 34251610-01 1 SIGN SUPPLIES-PW Invoice 07/01/2025 156.76 101-4-3120-4226 101 34288675-01 1 SIGN MATERIALS Invoice 07/11/2025 156.76 101-4-3120-4226 Total 14770 GRIMCO, INC: 313.52 HAWKINS & BAUMGARTNER, P.A. 101 7-02-2025 1 JUN PROSECUTION SVCS Invoice 07/02/2025 19,655.89 101-4-1400-4304 Total 21048 HAWKINS & BAUMGARTNER, P.A.: 19,655.89 HAWKINS, INC. 602 7122037 1 CHLORINE & SULFER DIOXIDE Invoice 07/03/2025 2,299.66 602-4-9020-4219 Total 21053 HAWKINS, INC.: 2,299.66 ISD 728-COMMUNITY EDUCATION 101 2425-4221 1 TRACK CAMP FACILITY RENTAL Invoice 07/11/2025 320.00 101-4-5220-4412 221 7/14/2025 COMM ED 1 COMMUNITY ED AD Invoice 07/14/2025 434.50 221-4-5400-4359 Total 21985 ISD 728-COMMUNITY EDUCATION: 754.50 JOHN SCHOOLMEESTERS 101 91434495 1 EVENT REFUND - TOM PAQUIN MUSI Invoice 07/10/2025 12.00 101-3-0000-3462 101 91434495 2 EVENT REFUND - TOM PAQUIN MUSI Invoice 07/10/2025 .95 101-2080 Total 52443 JOHN SCHOOLMEESTERS: 12.95 JOHNSON BROS LIQUOR Page 26 of 299 CITY OF ELK RIVER Unpaid Invoice Report - COUNCIL Page: 15 Report dates: ALL-ALL Jul 16, 2025 05:24PM Invoice Sequence Description Type Invoice Invoice GL Account Number Number Date Amount Number 603 139905 1 WINE CREDIT Invoice 06/26/2025 7.58- 603-4-9111-4253 603 139909 1 THC PRODUCTS CREDIT Invoice 06/26/2025 11.40- 603-4-9111-4256 603 2828015 1 LIQUOR Invoice 07/07/2025 5,550.00 603-4-9111-4251 603 2828015 2 FREIGHT Invoice 07/07/2025 87.00 603-4-9111-4332 603 2829738 1 LIQUOR Invoice 07/09/2025 3,943.20 603-4-9111-4251 603 2829738 2 FREIGHT Invoice 07/09/2025 99.18 603-4-9111-4332 603 2829739 1 WINE Invoice 07/09/2025 1,643.00 603-4-9111-4253 603 2829739 2 FREIGHT Invoice 07/09/2025 44.53 603-4-9111-4332 603 2829740 1 POP/MISC Invoice 07/09/2025 72.00 603-4-9111-4255 603 2829740 2 FREIGHT Invoice 07/09/2025 3.48 603-4-9111-4332 603 2829741 1 THC PRODUCTS Invoice 07/09/2025 217.70 603-4-9111-4256 603 2829742 1 LIQUOR Invoice 07/09/2025 1,565.36 603-4-9111-4251 603 2829742 2 FREIGHT Invoice 07/09/2025 10.44 603-4-9111-4332 603 2829743 1 LIQUOR Invoice 07/09/2025 80.00 603-4-9151-4251 603 2829743 2 FREIGHT Invoice 07/09/2025 1.74 603-4-9151-4332 603 2829744 1 POP/MISC Invoice 07/09/2025 32.00 603-4-9151-4255 603 2829744 2 FREIGHT Invoice 07/09/2025 1.74 603-4-9151-4332 603 2829745 1 LIQUOR Invoice 07/09/2025 1,020.66 603-4-9151-4251 603 2829745 2 FREIGHT Invoice 07/09/2025 6.96 603-4-9151-4332 Total 22775 JOHNSON BROS LIQUOR: 14,360.01 JOHNSON CONTROLS FIRE PRO 221 24822905 1 ANNUAL CONTRACT FIRE ALARM M Invoice 07/01/2025 780.00 221-4-5400-4401 Total 22785 JOHNSON CONTROLS FIRE PRO: 780.00 JUMP CITY INC 101 92655 7/26/25 1 ELK RIVERFEST INFLATABLES 2025 Invoice 05/07/2025 1,248.51 101-4-1110-4409 101 95729 7/26/25 1 ELK RIVERFEST FACEPAINTER Invoice 05/16/2025 803.00 101-4-1110-4409 Total 12903 JUMP CITY INC: 2,051.51 KRISS PREMIUM PRODUCTS, INC Page 27 of 299 CITY OF ELK RIVER Unpaid Invoice Report - COUNCIL Page: 16 Report dates: ALL-ALL Jul 16, 2025 05:24PM Invoice Sequence Description Type Invoice Invoice GL Account Number Number Date Amount Number 221 195442 1 WATER TREATMENT CHEMICALS Invoice 07/01/2025 281.50 221-4-5400-4219 Total 23297 KRISS PREMIUM PRODUCTS, INC: 281.50 KYRON CHRISTOPHERSON 101 July Sound Bathing 1 SOUND BATHING INSTRUCTOR Invoice 07/10/2025 80.00 101-4-5220-4409 Total 52369 KYRON CHRISTOPHERSON: 80.00 LAKE STATE RECYCLING INC 603 79925 1 CARDBOARD RECYCLING Invoice 07/09/2025 150.00 603-4-9152-4389 Total 13119 LAKE STATE RECYCLING INC: 150.00 LANGUAGE LINE SERVICES 101 11641681 1 INTERPRETATION SVCS Invoice 06/30/2025 26.60 101-4-2110-4319 Total 23555 LANGUAGE LINE SERVICES: 26.60 LAWAL SCOTT ERICKSON ARCHITECTS INC 603 6003 1 NORTHBOUND/CANNABOUND PROF Invoice 06/30/2025 8,330.45 603-4-9112-4319 604 6003 2 NORTHBOUND/CANNABOUND PROF Invoice 06/30/2025 4,165.00 604-4-9410-4319 Total 52379 LAWAL SCOTT ERICKSON ARCHITECTS INC: 12,495.45 LAWRENCE B RIPP 101 2025 ERFEST 7/26/25 1 ELK RIVERFEST ENTERTAINMENT B Invoice 01/08/2025 590.00 101-4-1110-4409 Total 15316 LAWRENCE B RIPP: 590.00 LEAGUE OF MN CITIES INS TRUST 291 24797 24746 1 24797 WC CLAIM Invoice 07/01/2025 754.00 291-4-7000-4109 291 24797 24746 2 24746 WC CLAIM Invoice 07/01/2025 616.95 291-4-7000-4109 Total 23800 LEAGUE OF MN CITIES INS TRUST: 1,370.95 LOCALITY MEDIA, INC 101 4463 1 SOFTWARE SUBSCRIPTION Invoice 04/30/2025 830.00 101-4-2310-4404 Total 52345 LOCALITY MEDIA, INC: 830.00 M T I DISTRIBUTING INC 101 1482180-00 1 PARTS #725 Invoice 06/30/2025 126.98 101-4-5110-4221 Total 24475 M T I DISTRIBUTING INC: 126.98 Page 28 of 299 CITY OF ELK RIVER Unpaid Invoice Report - COUNCIL Page: 17 Report dates: ALL-ALL Jul 16, 2025 05:24PM Invoice Sequence Description Type Invoice Invoice GL Account Number Number Date Amount Number MACQUEEN EQUIPMENT, LLC 101 P66006 1 PARTS Invoice 07/03/2025 711.26 101-4-3120-4221 Total 24575 MACQUEEN EQUIPMENT, LLC: 711.26 MADELINE REINSCHMIDT 101 1 7/24/25 1 FARMERS MARKET MUSIC 07/24/25 Invoice 02/06/2025 150.00 101-4-5230-4409 Total 52339 MADELINE REINSCHMIDT: 150.00 MARCO HOLDINGS LLC 101 INV14048688 1 CISCO SMARTNET Invoice 07/02/2025 10,268.41 101-4-1350-4404 101 INV14055689 1 CISCO DUO ADV SUBSCRIPTIONS Invoice 07/05/2025 2,010.00 101-4-1350-4404 101 INV14058946 1 MERAKI SWITCH / LICENSE Invoice 07/07/2025 2,995.72 101-4-1350-4219 Total 24714 MARCO HOLDINGS LLC: 15,274.13 MARTIES INC 221 289 1 LAWN FERTILIZER Invoice 07/10/2025 29.99 221-4-5400-4219 Total 15079 MARTIES INC: 29.99 MENARDS - ELK RIVER 602 6302025 1 SUPPLIES Invoice 06/30/2025 79.99 602-4-9020-4219 602 6302025 2 SUPPLIES Invoice 06/30/2025 117.16 602-4-9020-4219 101 6302025 3 SUPPLIES Invoice 06/30/2025 11.99 101-4-5110-4219 101 6302025 4 SUPPLIES Invoice 06/30/2025 56.41 101-4-2310-4219 101 6302025 5 SUPPLIES Invoice 06/30/2025 18.61 101-4-2310-4219 602 6302025 6 SUPPLIES Invoice 06/30/2025 439.96 602-4-9020-4219 101 6302025 7 SUPPLIES Invoice 06/30/2025 93.97 101-4-5110-4219 101 6302025 8 SUPPLIES Invoice 06/30/2025 186.93 101-4-3120-4219 602 6302025 9 SUPPLIES Invoice 06/30/2025 29.88 602-4-9020-4219 602 6302025 10 SUPPLIES - CREDIT Invoice 06/30/2025 139.99- 602-4-9020-4219 101 6302025 11 SUPPLIES Invoice 06/30/2025 51.88 101-4-1600-4219 101 6302025 12 SUPPLIES Invoice 06/30/2025 38.91 101-4-3120-4219 101 6302025 13 SUPPLIES Invoice 06/30/2025 72.27 101-4-2310-4219 101 6302025 14 SUPPLIES Invoice 06/30/2025 15.12 101-4-5110-4219 Page 29 of 299 CITY OF ELK RIVER Unpaid Invoice Report - COUNCIL Page: 18 Report dates: ALL-ALL Jul 16, 2025 05:24PM Invoice Sequence Description Type Invoice Invoice GL Account Number Number Date Amount Number 101 6302025 15 SUPPLIES - TRAINING Invoice 06/30/2025 75.99 101-4-2320-4331 101 6302025 16 SUPPLIES Invoice 06/30/2025 22.87 101-4-2190-4219 602 6302025 17 SUPPLIES Invoice 06/30/2025 162.72 602-4-9020-4219 602 6302025 18 SUPPLIES Invoice 06/30/2025 57.40 602-4-9020-4219 101 6302025 19 SUPPLIES Invoice 06/30/2025 15.98 101-4-2310-4219 101 6302025 20 SUPPLIES Invoice 06/30/2025 14.99 101-4-2190-4219 101 6302025 21 SUPPLIES Invoice 06/30/2025 46.77 101-4-2310-4219 602 6302025 22 SUPPLIES Invoice 06/30/2025 171.12 602-4-9020-4219 602 6302025 23 SUPPLIES Invoice 06/30/2025 33.66 602-4-9020-4219 101 6302025 24 SUPPLIES Invoice 06/30/2025 22.24 101-4-5110-4219 101 6302025 25 SUPPLIES Invoice 06/30/2025 2.56 101-4-2310-4219 101 6302025 26 SUPPLIES Invoice 06/30/2025 43.56 101-4-1600-4219 101 6302025 27 SUPPLIES Invoice 06/30/2025 113.07 101-4-5110-4219 602 6302025 28 SUPPLIES Invoice 06/30/2025 81.36 602-4-9020-4219 602 6302025 29 SUPPLIES Invoice 06/30/2025 89.99 602-4-9020-4219 101 6302025 30 SUPPLIES Invoice 06/30/2025 22.52 101-4-1600-4219 101 6302025 31 SUPPLIES Invoice 06/30/2025 8.28 101-4-3120-4219 Total 25145 MENARDS - ELK RIVER: 2,058.17 MEND COLLABORATIVE, INC 225 COER2501-001 1 WATER TOWER PARK DESIGN Invoice 07/07/2025 3,637.50 225-4-5110-4319 Total 52440 MEND COLLABORATIVE, INC: 3,637.50 MHSRC/RANGE 101 337900-12000 1 DRIVING SCHOOL - POST MANDATE Invoice 07/09/2025 535.00 101-4-2120-4331 Total 26394 MHSRC/RANGE: 535.00 MN BCA 101 41781 1 TRAINING - D. BIRDSALL Invoice 07/11/2025 75.00 101-4-2130-4331 Total 11597 MN BCA: 75.00 MN COUNTY ATTORNEYS ASSOC Page 30 of 299 CITY OF ELK RIVER Unpaid Invoice Report - COUNCIL Page: 19 Report dates: ALL-ALL Jul 16, 2025 05:24PM Invoice Sequence Description Type Invoice Invoice GL Account Number Number Date Amount Number 101 200013033 1 PROPERTY RECEIPT FORMS Invoice 07/03/2025 77.00 101-4-2110-4201 Total 26010 MN COUNTY ATTORNEYS ASSOC: 77.00 MN DEPT OF LABOR & INDUSTRY 101 ABR0353373X 1 PRESSURE VESSEL 498198 - FS 1 Invoice 06/28/2025 25.00 101-4-2310-4401 Total 26180 MN DEPT OF LABOR & INDUSTRY: 25.00 MN POLLUTION CONTROL AGENCY 602 10000200741 1 ANNUAL PERMIT FEE 1170 - WW Invoice 04/08/2025 5,900.00 602-4-9020-4437 Total 26540 MN POLLUTION CONTROL AGENCY: 5,900.00 MN VALLEY TESTING LAB INC 602 1313977 1 WATER TESTING Invoice 07/10/2025 474.40 602-4-9020-4319 Total 24500 MN VALLEY TESTING LAB INC: 474.40 MOJO FILTER MEDIA 101 782025 - 7/24/25 1 RIVERFRONT CONCERT GEN X JUK Invoice 07/08/2025 2,500.00 101-4-5220-4409 Total 52330 MOJO FILTER MEDIA: 2,500.00 MR CUTTING EDGE 221 7548 1 ZAMBONI BLADE SHARPENING Invoice 06/30/2025 102.00 221-4-5400-4401 Total 13984 MR CUTTING EDGE: 102.00 NATHE VENTURES INC 101 1-302801 1 SUPPLIES Invoice 07/11/2025 53.97 101-4-5110-4219 101 1-302802 1 SUPPLIES Invoice 06/26/2025 53.97 101-4-5110-4219 101 1-302805 1 SUPPLIES - PUBLIC WORKS Invoice 07/07/2025 103.47 101-4-3120-4219 101 1-302805 2 SUPPLIES - CITY HALL Invoice 07/07/2025 103.47 101-4-1600-4219 101 1-302805 3 SUPPLIES - POLICE DEPT Invoice 07/07/2025 103.47 101-4-2190-4219 Total 28904 NATHE VENTURES INC: 418.35 OCCUPATIONAL HEALTH CENTERS 101 104211443 1 AUDIOGRAM TEST Invoice 07/02/2025 89.00 101-4-5110-4409 101 104211443 2 AUDIOGRAM TEST Invoice 07/02/2025 89.00 101-4-2410-4331 292 104211443 3 AUDIOGRAM TEST Invoice 07/02/2025 89.00 292-4-2310-4319 Page 31 of 299 CITY OF ELK RIVER Unpaid Invoice Report - COUNCIL Page: 20 Report dates: ALL-ALL Jul 16, 2025 05:24PM Invoice Sequence Description Type Invoice Invoice GL Account Number Number Date Amount Number Total 13789 OCCUPATIONAL HEALTH CENTERS: 267.00 ODP BUSINESS SOLUTIONS, LLC 101 429449237001 1 OFFICE SUPPLIES Invoice 07/10/2025 813.22 101-4-2110-4201 101 429458155001 1 OFFICE SUPPLIES Invoice 07/09/2025 2.60 101-4-2110-4201 Total 28650 ODP BUSINESS SOLUTIONS, LLC: 815.82 OFFICE OF MNIT SERVICES 101 DV25060461 1 INTERNET (WAN) SVCS Invoice 07/10/2025 191.00 101-4-1350-4404 Total 14954 OFFICE OF MNIT SERVICES: 191.00 OXYGEN SERVICE CO, INC 101 3622726 1 PROPANE/WELDING SUPPLIES Invoice 06/30/2025 182.30 101-4-3150-4219 101 8850461 1 WELDING SUPPLIES Invoice 07/08/2025 109.00 101-4-3150-4219 Total 28960 OXYGEN SERVICE CO, INC: 291.30 PARCEL ARTS LLC 211 408 7-25-25 1 ART OF INDIGO DYE 7-25-25 Invoice 04/01/2025 494.00 211-4-5600-4409 Total 52373 PARCEL ARTS LLC: 494.00 PARK CONSTRUCTION CO. 401 2 1 2025 STREET IMPROVEMENTS Invoice 07/01/2025 555,600.37 401-4-8080-4530 Total 14326 PARK CONSTRUCTION CO.: 555,600.37 PAUSTIS WINE COMPANY 603 270114 1 WINE Invoice 07/10/2025 175.00 603-4-9151-4253 603 270114 2 FREIGHT Invoice 07/10/2025 8.00 603-4-9151-4332 603 270115 1 WINE Invoice 07/10/2025 503.00 603-4-9111-4253 603 270115 2 FREIGHT Invoice 07/10/2025 12.50 603-4-9111-4332 603 270260 1 WINE CREDIT Invoice 07/14/2025 104.00- 603-4-9111-4253 603 270260 2 FREIGHT CREDIT Invoice 07/14/2025 2.50- 603-4-9111-4332 Total 29251 PAUSTIS WINE COMPANY: 592.00 PHILLIPS WINE & SPIRITS CO 603 5007588 1 LIQUOR Invoice 07/09/2025 470.60 603-4-9111-4251 Page 32 of 299 CITY OF ELK RIVER Unpaid Invoice Report - COUNCIL Page: 21 Report dates: ALL-ALL Jul 16, 2025 05:24PM Invoice Sequence Description Type Invoice Invoice GL Account Number Number Date Amount Number 603 5007588 2 FREIGHT Invoice 07/09/2025 12.18 603-4-9111-4332 603 5007589 1 WINE Invoice 07/09/2025 757.45 603-4-9111-4253 603 5007589 2 FREIGHT Invoice 07/09/2025 29.58 603-4-9111-4332 603 5007590 1 THC PRODUCTS Invoice 07/09/2025 168.00 603-4-9111-4256 603 5007591 1 LIQUOR Invoice 07/09/2025 420.10 603-4-9151-4251 603 5007591 2 FREIGHT Invoice 07/09/2025 5.22 603-4-9151-4332 603 5007592 1 POP/MISC Invoice 07/09/2025 415.00 603-4-9151-4255 603 5007592 2 FREIGHT Invoice 07/09/2025 5.50 603-4-9151-4332 603 5007593 1 THC PRODUCTS Invoice 07/09/2025 189.00 603-4-9151-4256 Total 29665 PHILLIPS WINE & SPIRITS CO: 2,472.63 PLAISTED COMPANIES INC 101 84634 1 SUPPLIES-BLACK DIRT Invoice 07/08/2025 173.70 101-4-5110-4219 101 84686 1 SUPPLIES-MULCH Invoice 07/09/2025 37.95 101-4-5110-4219 Total 29845 PLAISTED COMPANIES INC: 211.65 PLANTS AND THINGS, USA 101 71425 1 PICNIC TABLE Invoice 07/14/2025 295.00 101-4-2310-4219 Total 14363 PLANTS AND THINGS, USA: 295.00 PRO-TEC DESIGN, INC 101 119745 1 SYSTEMS SERVICE SPECIALIST Invoice 07/11/2025 61.00 101-4-1350-4319 Total 30229 PRO-TEC DESIGN, INC: 61.00 QUALITY FLOW SYSTEMS INC 602 49209 1 EFFLUENT PUMP Invoice 07/07/2025 3,008.00 602-4-9020-4219 Total 30500 QUALITY FLOW SYSTEMS INC: 3,008.00 RAFE CARLSON 101 251 7/26/25 1 ELK RIVERFEST MUSIC Invoice 03/12/2025 800.00 101-4-1110-4409 Total 52356 RAFE CARLSON: 800.00 RALPHIE'S MINNOCO 101 1140 MAR 25 1 FUEL - FIRE 3/9/25 Invoice 03/31/2025 31.30 101-4-2320-4212 Page 33 of 299 CITY OF ELK RIVER Unpaid Invoice Report - COUNCIL Page: 22 Report dates: ALL-ALL Jul 16, 2025 05:24PM Invoice Sequence Description Type Invoice Invoice GL Account Number Number Date Amount Number 101 1140 MAR 25 2 FUEL - FIRE 3/23/25 Invoice 03/31/2025 9.26 101-4-2310-4212 Total 13175 RALPHIE'S MINNOCO: 40.56 REINDERS INC 101 3410514-00 1 ATHLETIC FIELD SUPPLIES Invoice 06/26/2025 2,000.00 101-4-5110-4219 Total 12498 REINDERS INC: 2,000.00 SHERWIN-WILLIAMS 101 24-1 1 PAINT Invoice 07/07/2025 146.72 101-4-2190-4219 Total 32280 SHERWIN-WILLIAMS: 146.72 SOCIAL NEWS DESK, INC 101 16680 1 SOCIAL MEDIA MANAGEMENT Invoice 07/02/2025 2,388.00 101-4-1120-4319 Total 52439 SOCIAL NEWS DESK, INC: 2,388.00 SOUTHERN GLAZER'S WINE & SPIRITS OF MN 603 110949 1 WINE CREDIT Invoice 07/10/2025 2.67- 603-4-9151-4253 603 110950 1 LIQUOR CREDIT Invoice 07/10/2025 545.94- 603-4-9151-4251 603 2642361 1 FREIGHT Invoice 07/02/2025 3.84 603-4-9151-4332 603 2642362 1 LIQUOR Invoice 07/02/2025 1,211.80 603-4-9151-4251 603 2642362 2 FREIGHT Invoice 07/02/2025 21.76 603-4-9151-4332 603 2644897 1 LIQUOR Invoice 07/10/2025 141.00 603-4-9151-4251 603 2644897 2 FREIGHT Invoice 07/10/2025 .43 603-4-9151-4332 603 2644898 1 LIQUOR Invoice 07/10/2025 2,302.99 603-4-9151-4251 603 2644898 2 FREIGHT Invoice 07/10/2025 38.40 603-4-9151-4332 603 2644899 1 WINE Invoice 07/10/2025 1,427.36 603-4-9151-4253 603 2644899 2 FREIGHT Invoice 07/10/2025 25.60 603-4-9151-4332 603 5126968 1 WINE Invoice 07/10/2025 105.36 603-4-9151-4253 603 5126968 2 FREIGHT Invoice 07/10/2025 1.28 603-4-9151-4332 603 5128232 1 WINE Invoice 07/02/2025 808.56 603-4-9151-4253 603 5128232 2 FREIGHT Invoice 07/02/2025 18.24 603-4-9151-4332 603 5128620 1 WINE Invoice 07/10/2025 45.00 603-4-9151-4253 Page 34 of 299 CITY OF ELK RIVER Unpaid Invoice Report - COUNCIL Page: 23 Report dates: ALL-ALL Jul 16, 2025 05:24PM Invoice Sequence Description Type Invoice Invoice GL Account Number Number Date Amount Number 603 5128620 2 FREIGHT Invoice 07/10/2025 .64 603-4-9151-4332 Total 8000 SOUTHERN GLAZER'S WINE & SPIRITS OF MN: 5,603.65 603 2642360 1 FREIGHT Invoice 07/02/2025 3.75 603-4-9111-4332 603 2644894 1 LIQUOR Invoice 07/10/2025 204.00 603-4-9111-4251 603 2644894 2 FREIGHT Invoice 07/10/2025 .62 603-4-9111-4332 603 2644895 1 LIQUOR Invoice 07/10/2025 7,343.02 603-4-9111-4251 603 2644895 2 FREIGHT Invoice 07/10/2025 75.83 603-4-9111-4332 603 2644896 1 WINE Invoice 07/10/2025 848.98 603-4-9111-4253 603 2644896 2 FREIGHT Invoice 07/10/2025 18.75 603-4-9111-4332 603 4425 1 FREIGHT CREDIT Invoice 06/30/2025 2.50- 603-4-9111-4332 603 4426 1 WINE CREDIT Invoice 06/30/2025 121.15- 603-4-9111-4253 603 4594 1 FREIGHT CREDIT Invoice 06/30/2025 .01- 603-4-9111-4332 603 4595 1 FREIGHT CREDIT Invoice 06/30/2025 .31- 603-4-9111-4332 603 5128230 1 LIQUOR Invoice 07/10/2025 337.48 603-4-9111-4251 603 5128230 2 FREIGHT Invoice 07/10/2025 1.25 603-4-9111-4332 603 5128231 1 LIQUOR Invoice 07/10/2025 1,087.20 603-4-9111-4251 603 5128231 2 FREIGHT Invoice 07/10/2025 6.25 603-4-9111-4332 603 9649058 1 LIQUOR CREDIT Invoice 07/09/2025 234.00- 603-4-9111-4251 Total 11314 SOUTHERN GLAZER'S WINE & SPIRITS OF MN: 9,569.16 SPEEDCUTTERS OUTDOOR MAINT LLC 603 29186 1 MOWING & FERTILIZER - JULY Invoice 07/15/2025 565.08 603-4-9152-4404 603 29186 2 MOWING & FERTILIZER - JULY Invoice 07/15/2025 576.02 603-4-9112-4404 Total 11661 SPEEDCUTTERS OUTDOOR MAINT LLC: 1,141.10 STAPLES BUSINESS ADVANTAGE 101 7005899133 1 SUPPLIES Invoice 06/30/2025 16.75 101-4-1120-4201 101 7005899133 2 SUPPLIES Invoice 06/30/2025 84.40 101-4-1210-4201 101 7005899133 3 SUPPLIES Invoice 06/30/2025 33.51 101-4-1220-4201 101 7005899133 4 SUPPLIES Invoice 06/30/2025 33.51 101-4-1310-4201 Page 35 of 299 CITY OF ELK RIVER Unpaid Invoice Report - COUNCIL Page: 24 Report dates: ALL-ALL Jul 16, 2025 05:24PM Invoice Sequence Description Type Invoice Invoice GL Account Number Number Date Amount Number 101 7005899133 5 SUPPLIES Invoice 06/30/2025 75.38 101-4-1510-4201 101 7005899133 6 SUPPLIES Invoice 06/30/2025 50.26 101-4-2410-4201 101 7005899133 7 SUPPLIES Invoice 06/30/2025 6.70 101-4-2440-4219 101 7005899133 8 SUPPLIES Invoice 06/30/2025 16.75 101-4-3300-4201 101 7005899133 9 SUPPLIES Invoice 06/30/2025 33.51 101-4-5210-4219 101 7005899133 10 SUPPLIES-EDA Invoice 06/30/2025 26.82 101-4-6210-4440 101 7005899133 11 SUPPLIES Invoice 06/30/2025 236.55 101-4-1110-4201 Total 33059 STAPLES BUSINESS ADVANTAGE: 614.14 STEPHEN NEURURER 101 7072025 ET 1 BACKGROUND INVEST - E.T. Invoice 07/08/2025 749.10 101-4-2160-4319 101 7072025 EW 1 BACKGROUND - E.W. Invoice 07/08/2025 512.05 101-4-2160-4319 101 7072025 JE 1 PRE-EMPLOYMENT BACKGROUND - Invoice 07/08/2025 885.90 101-4-2110-4319 101 7072025 JR 1 PRE-EMPLOYMENT BACKGROUND - Invoice 07/08/2025 1,065.35 101-4-2110-4319 101 7072025 TJ 1 PRE-EMPLOYMENT BACKGROUND - Invoice 07/08/2025 584.10 101-4-2110-4319 Total 14929 STEPHEN NEURURER: 3,796.50 STEPHEN POREDA 101 4043 7/31/25 1 ENTERTAINMENT IN THE PARK 07/31 Invoice 07/31/2025 525.00 101-4-5220-4409 101 4044 7/26/25 1 ELK RIVERFEST ENTERTAINMENT Invoice 07/26/2025 910.00 101-4-1110-4409 Total 15030 STEPHEN POREDA: 1,435.00 STREICHER'S 101 I1770316 1 SWAT SUPPLIES Invoice 07/01/2025 15.00 101-4-2120-4219 101 I1770682 1 VEST - KOPPI Invoice 07/03/2025 2,161.99 101-4-2120-4217 101 I1770683 1 VEST - SMITH Invoice 07/03/2025 2,137.99 101-4-2120-4217 101 I1770684 1 VEST - GARCIA Invoice 07/03/2025 2,137.99 101-4-2120-4217 101 I1770718 1 VEST - BOOS Invoice 07/03/2025 1,797.00 101-4-2120-4217 101 I1771787 1 SWAT SUPPLIES Invoice 07/10/2025 1,777.49 101-4-2120-4219 Total 33300 STREICHER'S: 10,027.46 SUMMER LAKES BEVERAGE LLC Page 36 of 299 CITY OF ELK RIVER Unpaid Invoice Report - COUNCIL Page: 25 Report dates: ALL-ALL Jul 16, 2025 05:24PM Invoice Sequence Description Type Invoice Invoice GL Account Number Number Date Amount Number 603 10031 1 POP/MISC Invoice 07/06/2025 165.00 603-4-9151-4255 603 10032 1 POP/MISC Invoice 07/06/2025 297.00 603-4-9111-4255 Total 14779 SUMMER LAKES BEVERAGE LLC: 462.00 SUMMIT COMPANIES 221 3345491 / 40603156 1 FIRE PROTECTION MAINTENANCE Invoice 06/27/2025 458.50 221-4-5400-4401 Total 33444 SUMMIT COMPANIES: 458.50 TAHO SPORTSWEAR, INC. 101 25TS02882 1 ELK RIVERFEST SHIRTS Invoice 07/15/2025 388.25 101-4-1110-4409 Total 33816 TAHO SPORTSWEAR, INC.: 388.25 THE AMERICAN BOTTLING CO 603 4847905212 1 POP/MISC Invoice 07/16/2025 323.08 603-4-9151-4255 Total 10415 THE AMERICAN BOTTLING CO: 323.08 THE BANCORP BANK NA 101 25-09333 1 SUBPOENA PROCESSING 25008438 Invoice 07/07/2025 80.00 101-4-2130-4319 Total 14790 THE BANCORP BANK NA: 80.00 THOMAS GUIMONT 101 91431441 1 EVENT REFUND - TOM PAQUIN MUSI Invoice 07/10/2025 12.00 101-3-0000-3462 101 91431441 2 EVENT REFUND - TOM PAQUIN MUSI Invoice 07/10/2025 .95 101-2080 Total 52441 THOMAS GUIMONT: 12.95 TKDA 602 2025003499 1 UPLAND SANITARY SEWER DESIGN Invoice 07/07/2025 455.00 602-4-9070-4319 Total 11555 TKDA: 455.00 TOM MILLER 101 91433390 1 EVENT REFUND - TOM PAQUIN MUSI Invoice 07/10/2025 24.00 101-3-0000-3462 101 91433390 2 EVENT REFUND - TOM PAQUIN MUSI Invoice 07/10/2025 1.89 101-2080 Total 52442 TOM MILLER: 25.89 TRANSUNION RISK & ALTERNATIVE 101 556261-202506-1 1 ONLINE INVESTIGATIVE SVCS Invoice 07/01/2025 129.00 101-4-2130-4433 Page 37 of 299 CITY OF ELK RIVER Unpaid Invoice Report - COUNCIL Page: 26 Report dates: ALL-ALL Jul 16, 2025 05:24PM Invoice Sequence Description Type Invoice Invoice GL Account Number Number Date Amount Number Total 12665 TRANSUNION RISK & ALTERNATIVE: 129.00 TRAUT COMPANIES 101 380773 1 WELL SERVICE AT ORONO PARK Invoice 06/30/2025 3,478.00 101-4-5110-4404 Total 14316 TRAUT COMPANIES: 3,478.00 TULL BEARINGS INC. 101 62 P 1 PLAYGROUND EQUIP PARTS Invoice 06/19/2025 94.30 101-4-5110-4219 Total 52438 TULL BEARINGS INC.: 94.30 TWIN CITY GARAGE DOOR-GARAGE DOOR STORE 101 421111135 1 GARAGE DOOR #7 REPAIR Invoice 07/08/2025 170.00 101-4-3120-4401 Total 34925 TWIN CITY GARAGE DOOR-GARAGE DOOR STORE: 170.00 UTILITY CONSULTANTS, INC 602 124365 1 SAMPLE TESTING Invoice 06/26/2025 1,905.63 602-4-9020-4319 Total 35571 UTILITY CONSULTANTS, INC: 1,905.63 VIKING COCA-COLA CO 603 3714326 1 POP/MISC Invoice 07/11/2025 225.20 603-4-9151-4255 Total 35725 VIKING COCA-COLA CO: 225.20 VINOCOPIA 603 376531-IN 1 LIQUOR Invoice 07/02/2025 703.50 603-4-9111-4251 603 376531-IN 2 WINE Invoice 07/02/2025 112.00 603-4-9111-4253 603 376531-IN 3 FREIGHT Invoice 07/02/2025 14.00 603-4-9111-4332 603 376532-IN 1 LIQUOR Invoice 07/02/2025 392.25 603-4-9151-4251 603 376532-IN 2 FREIGHT Invoice 07/02/2025 10.00 603-4-9151-4332 Total 35763 VINOCOPIA: 1,231.75 WAL-MART COMMUNITY CARD 101 7-7-25 WALMART 1 SUPPLIES-524 Invoice 07/07/2025 166.63 101-4-5220-4219 101 7-7-25 WALMART 2 SUPPLIES-524 Invoice 07/07/2025 23.72 101-4-5220-4219 101 7-7-25 WALMART 3 SUPPLIES-524 Invoice 07/07/2025 58.84 101-4-5220-4219 221 7-7-25 WALMART 4 CONCESSIONS-FTCENTER Invoice 07/07/2025 213.15 221-4-5430-4259 Page 38 of 299 CITY OF ELK RIVER Unpaid Invoice Report - COUNCIL Page: 27 Report dates: ALL-ALL Jul 16, 2025 05:24PM Invoice Sequence Description Type Invoice Invoice GL Account Number Number Date Amount Number 221 7-7-25 WALMART 5 CONCESSIONS-FTCENTER Invoice 07/07/2025 212.30 221-4-5430-4259 221 7-7-25 WALMART 6 CONCESSIONS-FTCENTER Invoice 07/07/2025 260.08 221-4-5430-4259 221 7-7-25 WALMART 7 CONCESSIONS-FTCENTER Invoice 07/07/2025 155.89 221-4-5430-4259 221 7-7-25 WALMART 8 CONCESSIONS-FTCENTER Invoice 07/07/2025 181.56 221-4-5430-4259 101 7-7-25 WALMART 9 SUPPLIES-SR CENTER Invoice 07/07/2025 121.00 101-4-5510-4219 Total 35945 WAL-MART COMMUNITY CARD: 1,393.17 WASTE MANAGEMENT CORP SVCS 605 49813-1706-0 1 JUN GARBAGE TIPPING FEES 6/17-6/ Invoice 07/01/2025 19,907.40 605-4-9210-4384 101 49813-1706-0 2 TRASH 6/16/25-STREETS Invoice 07/01/2025 147.00 101-4-3120-4389 602 50132-0500-9 1 BIO SOLIDS HAULING-JUN 25 Invoice 07/01/2025 32,997.79 602-4-9020-4409 Total 36033 WASTE MANAGEMENT CORP SVCS: 53,052.19 WATER LABORATORIES 228 10534 1 WATER TESTING - JUNE Invoice 07/14/2025 974.20 228-4-7000-4409 Total 36050 WATER LABORATORIES: 974.20 WHITE CAP, LP 101 50032139137 1 SUPPLIES Invoice 07/01/2025 609.96 101-4-5110-4219 Total 15018 WHITE CAP, LP: 609.96 WINDSTREAM 101 7-3-25 1 PHONE LINE CHGS-FIRE Invoice 07/03/2025 130.90 101-4-2310-4321 101 7-3-25 2 PHONE LINE CHGS-FIRE INSP Invoice 07/03/2025 51.74 101-4-2320-4321 Total 11102 WINDSTREAM: 182.64 WINE MERCHANTS 603 7525029 1 FREIGHT Invoice 07/01/2025 .58 603-4-9151-4332 Total 36425 WINE MERCHANTS: .58 WRUCK SEWER & PORTABLE RENTAL 101 I28526 1 PORTABLE RENTAL-MEM DAY PARA Invoice 07/09/2025 95.00 101-4-5110-4415 101 I28527 1 PORTABLE RENTAL - MAY Invoice 05/14/2025 2,976.44 101-4-5110-4415 101 I28528 1 PORTABLE RENTALS - JUNE Invoice 07/09/2025 2,616.07 101-4-5110-4415 Page 39 of 299 CITY OF ELK RIVER Unpaid Invoice Report - COUNCIL Page: 28 Report dates: ALL-ALL Jul 16, 2025 05:24PM Invoice Sequence Description Type Invoice Invoice GL Account Number Number Date Amount Number Total 13814 WRUCK SEWER & PORTABLE RENTAL: 5,687.51 Total : 1,153,753.35 Grand Totals: 1,153,753.35 Summary by General Ledger Account Number GL Account Number Debit Credit Net 101-2080 6.79 .00 6.79 101-3-0000-3462 81.00 .00 81.00 101-4-1110-4201 236.55 .00 236.55 101-4-1110-4409 8,845.76 .00 8,845.76 101-4-1120-4201 16.75 .00 16.75 101-4-1120-4319 2,452.40 .00 2,452.40 101-4-1210-4201 84.40 .00 84.40 101-4-1220-4201 33.51 .00 33.51 101-4-1220-4319 244.64 .00 244.64 101-4-1310-4201 33.51 .00 33.51 101-4-1350-4219 3,888.23 .00 3,888.23 101-4-1350-4319 61.00 .00 61.00 101-4-1350-4404 12,469.41 .00 12,469.41 101-4-1400-4304 19,655.89 .00 19,655.89 101-4-1510-4201 75.38 .00 75.38 101-4-1600-4219 511.90 .00 511.90 101-4-2110-4201 966.82 .00 966.82 101-4-2110-4319 11,147.95 .00 11,147.95 101-4-2120-4217 8,234.97 .00 8,234.97 101-4-2120-4219 2,106.49 .00 2,106.49 101-4-2120-4331 535.00 .00 535.00 101-4-2120-4404 4,468.04 .00 4,468.04 101-4-2130-4217 115.95 .00 115.95 101-4-2130-4219 352.71 .00 352.71 101-4-2130-4319 80.00 .00 80.00 101-4-2130-4331 415.00 .00 415.00 101-4-2130-4433 129.00 .00 129.00 101-4-2150-4219 346.05 69.99- 276.06 101-4-2150-4409 443.58 .00 443.58 101-4-2160-4319 1,261.15 .00 1,261.15 101-4-2190-4219 505.55 .00 505.55 101-4-2190-4389 64.00 .00 64.00 101-4-2190-4401 1,150.00 .00 1,150.00 101-4-2310-4106 30,000.00 .00 30,000.00 101-4-2310-4212 9.26 .00 9.26 101-4-2310-4219 507.60 .00 507.60 101-4-2310-4321 130.90 .00 130.90 101-4-2310-4389 409.10 .00 409.10 101-4-2310-4401 25.00 .00 25.00 101-4-2310-4404 830.00 .00 830.00 101-4-2320-4212 31.30 .00 31.30 101-4-2320-4321 51.74 .00 51.74 101-4-2320-4331 6,075.99 .00 6,075.99 Page 40 of 299 CITY OF ELK RIVER Unpaid Invoice Report - COUNCIL Page: 29 Report dates: ALL-ALL Jul 16, 2025 05:24PM Summary by General Ledger Account Number GL Account Number Debit Credit Net 101-4-2330-4389 138.39 .00 138.39 101-4-2410-4201 50.26 .00 50.26 101-4-2410-4331 89.00 .00 89.00 101-4-2440-4219 6.70 .00 6.70 101-4-3120-4217 200.00 .00 200.00 101-4-3120-4219 1,814.88 .00 1,814.88 101-4-3120-4221 727.58 .00 727.58 101-4-3120-4226 313.52 .00 313.52 101-4-3120-4389 610.98 .00 610.98 101-4-3120-4401 170.00 .00 170.00 101-4-3150-4219 535.75 .00 535.75 101-4-3300-4201 16.75 .00 16.75 101-4-5110-4217 200.00 .00 200.00 101-4-5110-4219 6,294.89 .00 6,294.89 101-4-5110-4221 342.12 .00 342.12 101-4-5110-4389 6,585.96 .00 6,585.96 101-4-5110-4401 75.00 .00 75.00 101-4-5110-4404 3,478.00 .00 3,478.00 101-4-5110-4409 2,168.00 .00 2,168.00 101-4-5110-4415 6,001.72 .00 6,001.72 101-4-5210-4219 95.00 .00 95.00 101-4-5210-4401 50.00 .00 50.00 101-4-5220-4219 470.79 .00 470.79 101-4-5220-4409 5,735.00 .00 5,735.00 101-4-5220-4412 320.00 .00 320.00 101-4-5230-4219 18.85 .00 18.85 101-4-5230-4409 325.00 .00 325.00 101-4-5510-4219 190.89 .00 190.89 101-4-5510-4409 2,112.00 .00 2,112.00 101-4-6210-4440 26.82 .00 26.82 211-4-5600-4389 55.28 .00 55.28 211-4-5600-4409 494.00 .00 494.00 221-4-5400-4219 1,209.66 .00 1,209.66 221-4-5400-4359 434.50 .00 434.50 221-4-5400-4401 1,340.50 .00 1,340.50 221-4-5400-4409 3,705.00 .00 3,705.00 221-4-5420-4409 55.50 .00 55.50 221-4-5430-4219 83.36 .00 83.36 221-4-5430-4259 1,022.98 .00 1,022.98 225-4-5110-4319 3,637.50 .00 3,637.50 228-4-7000-4409 974.20 .00 974.20 290-4-1350-4409 25,831.96 .00 25,831.96 291-4-7000-4109 1,370.95 .00 1,370.95 292-4-2310-4319 29,726.20 .00 29,726.20 296-4-7000-4520 68,710.50 .00 68,710.50 401-4-8080-4530 555,600.37 .00 555,600.37 406-4-8010-4319 5,216.50 .00 5,216.50 463-4-7000-4319 181.04 .00 181.04 464-4-7000-4319 181.04 .00 181.04 465-4-7000-4319 181.04 .00 181.04 466-4-7000-4319 181.04 .00 181.04 467-4-7000-4319 181.04 .00 181.04 469-4-7000-4319 328.55 .00 328.55 602-4-9020-4219 6,842.44 139.99- 6,702.45 602-4-9020-4319 2,380.03 .00 2,380.03 Page 41 of 299 CITY OF ELK RIVER Unpaid Invoice Report - COUNCIL Page: 30 Report dates: ALL-ALL Jul 16, 2025 05:24PM Summary by General Ledger Account Number GL Account Number Debit Credit Net 602-4-9020-4404 552.15 .00 552.15 602-4-9020-4409 32,997.79 .00 32,997.79 602-4-9020-4417 318.21 .00 318.21 602-4-9020-4437 5,900.00 .00 5,900.00 602-4-9050-4219 237.55 .00 237.55 602-4-9050-4389 1,641.09 .00 1,641.09 602-4-9070-4319 455.00 .00 455.00 603-4-9111-4251 25,095.58 1,533.27- 23,562.31 603-4-9111-4252 93,881.10 628.28- 93,252.82 603-4-9111-4253 4,344.43 488.73- 3,855.70 603-4-9111-4255 4,396.24 .00 4,396.24 603-4-9111-4256 3,176.32 24.73- 3,151.59 603-4-9111-4332 494.64 16.19- 478.45 603-4-9112-4219 245.80 .00 245.80 603-4-9112-4319 8,330.45 .00 8,330.45 603-4-9112-4404 680.64 .00 680.64 603-4-9151-4251 10,159.10 905.94- 9,253.16 603-4-9151-4252 48,617.91 88.65- 48,529.26 603-4-9151-4253 2,753.28 258.67- 2,494.61 603-4-9151-4255 3,726.27 58.50- 3,667.77 603-4-9151-4256 552.00 .00 552.00 603-4-9151-4332 234.28 7.25- 227.03 603-4-9152-4219 216.67 .00 216.67 603-4-9152-4331 294.16 .00 294.16 603-4-9152-4389 150.00 .00 150.00 603-4-9152-4404 15,271.18 .00 15,271.18 604-4-9410-4319 4,165.00 .00 4,165.00 605-4-9210-4384 19,907.40 .00 19,907.40 821-1550 1,000.00 .00 1,000.00 Grand Totals: 1,157,973.54 4,220.19- 1,153,753.35 Summary by General Ledger Posting Period GL Posting Period Debit Credit Net 00/00 1,157,973.54 4,220.19- 1,153,753.35 Grand Totals: 1,157,973.54 4,220.19- 1,153,753.35 Report Criteria: Invoice Detail.GL account (3 Characters) = {<>} "920" Invoice Detail.GL account (3 Characters) = {<>} "910" Invoice Detail.Created by = {<>} "jdengerud" Page 42 of 299 CITY OF ELK RIVER Check Register - By Bank- Excludes P/R Page: 1 Check Issue Dates: 7/9/2025 - 7/14/2025 Jul 16, 2025 05:55PM Report Criteria: Report type: Invoice detail Vendor.Vendor number = {<>} 13164 {AND} {<>} 13165 {<>} 14623 Check.Type = {<>} "Adjustment" Bank.Bank number = 1 [Report].Invoice GL Account = {<>} "1012040" GL Check Check Vendor Invoice Invoice Discount Invoice Check Bank Number Period Issue Date Number Number Payee Number GL Account Taken Amount Amount 129776 07/25 07/09/2025 129776 14662 ARVIG 3097643 MAR 602-4-9010-4321 .00 193.04- 193.04-V 1 Total 129776: .00 193.04- 130107 07/25 07/10/2025 130107 32230 SHERBURNE COUNTY RECORDER 06-09-25 PINE 101-4-1110-4319 .00 96.00- 96.00-V 1 Total 130107: .00 96.00- 130301 07/25 07/11/2025 130301 13803 HUBBARD ELECTRIC 20250612-694 101-4-5110-4409 .00 453.49 453.49 1 07/25 07/11/2025 130301 13803 HUBBARD ELECTRIC 20250701-702 101-4-5110-4401 .00 350.00 350.00 1 Total 130301: .00 803.49 130302 07/25 07/11/2025 130302 22656 JEFFERSON FIRE & SAFETY, IN328735 101-4-2320-4219 .00 475.00 475.00 1 Total 130302: .00 475.00 130303 07/25 07/11/2025 130303 13908 MARK DICKINSON 5-19-25 MD 101-4-2310-4331 .00 199.48 199.48 1 Total 130303: .00 199.48 130304 07/25 07/11/2025 130304 12205 PROMOTIONS NOW 736546 101-4-2150-4219 .00 706.33 706.33 1 Total 130304: .00 706.33 M = Manual Check, V = Void Check Page 43 of 299 CITY OF ELK RIVER Check Register - By Bank- Excludes P/R Page: 2 Check Issue Dates: 7/9/2025 - 7/14/2025 Jul 16, 2025 05:55PM GL Check Check Vendor Invoice Invoice Discount Invoice Check Bank Number Period Issue Date Number Number Payee Number GL Account Taken Amount Amount 130305 07/25 07/11/2025 130305 14560 RECYCLE TECHNOLOGIES INC 255170 228-4-7000-4409 .00 40.00 40.00 1 Total 130305: .00 40.00 130306 07/25 07/11/2025 130306 13780 RUM RIVER ART CENTER INC 1233661 7/11/ 101-4-5510-4409 .00 207.00 207.00 1 Total 130306: .00 207.00 130307 07/25 07/11/2025 130307 32230 SHERBURNE COUNTY RECORDER 6-9-25 PINEW 101-4-1110-4319 .00 46.00 46.00 1 Total 130307: .00 46.00 130308 07/25 07/11/2025 130308 12167 ARTISAN BEER COMPANY 3778933 603-4-9111-4252 .00 495.30 495.30 1 07/25 07/11/2025 130308 12167 ARTISAN BEER COMPANY 3778934 603-4-9151-4252 .00 223.45 223.45 1 07/25 07/11/2025 130308 12167 ARTISAN BEER COMPANY 3778935 603-4-9151-4256 .00 205.80 205.80 1 Total 130308: .00 924.55 130309 07/25 07/11/2025 130309 14662 ARVIG 3097643 - 6/2 602-4-9010-4321 .00 96.66 96.66 1 07/25 07/11/2025 130309 14662 ARVIG 3097643 MAR 602-4-9010-4321 .00 193.04 193.04 1 Total 130309: .00 289.70 130310 07/25 07/11/2025 130310 11950 BERNICK'S 10373908 603-4-9111-4255 .00 76.28 76.28 1 07/25 07/11/2025 130310 11950 BERNICK'S 10373909 603-4-9111-4256 .00 81.00 81.00 1 07/25 07/11/2025 130310 11950 BERNICK'S 10373910 603-4-9111-4252 .00 5,365.05 5,365.05 1 07/25 07/11/2025 130310 11950 BERNICK'S 10373911 603-4-9151-4255 .00 69.80 69.80 1 07/25 07/11/2025 130310 11950 BERNICK'S 10373912 603-4-9151-4256 .00 48.00 48.00 1 07/25 07/11/2025 130310 11950 BERNICK'S 10373913 603-4-9151-4252 .00 607.80 607.80 1 Total 130310: .00 6,247.93 M = Manual Check, V = Void Check Page 44 of 299 CITY OF ELK RIVER Check Register - By Bank- Excludes P/R Page: 3 Check Issue Dates: 7/9/2025 - 7/14/2025 Jul 16, 2025 05:55PM GL Check Check Vendor Invoice Invoice Discount Invoice Check Bank Number Period Issue Date Number Number Payee Number GL Account Taken Amount Amount 130311 07/25 07/11/2025 130311 12893 BREAKTHRU BEVERAGE MINNESOTA 122204995 603-4-9111-4332 .00 1,127.85 1,127.85 1 Total 130311: .00 1,127.85 130312 07/25 07/11/2025 130312 8002 BREAKTHRU BEVERAGE MINNESOTA 122204909 603-4-9151-4332 .00 158.95 158.95 1 07/25 07/11/2025 130312 8002 BREAKTHRU BEVERAGE MINNESOTA 122204910 603-4-9151-4332 .00 487.25 487.25 1 Total 130312: .00 646.20 130313 07/25 07/11/2025 130313 13845 CENTERPOINT ENERGY 14577-3 MAY 603-4-9152-4389 .00 9,260.43 9,260.43 1 Total 130313: .00 9,260.43 130314 07/25 07/11/2025 130314 52407 CRYSTAL SPRINGS ICE 3-500632 603-4-9111-4332 .00 81.44 81.44 1 07/25 07/11/2025 130314 52407 CRYSTAL SPRINGS ICE 3-500667 603-4-9111-4332 .00 269.84 269.84 1 07/25 07/11/2025 130314 52407 CRYSTAL SPRINGS ICE 3-500672 603-4-9151-4332 .00 168.32 168.32 1 Total 130314: .00 519.60 130315 07/25 07/11/2025 130315 15573 CULLIGAN 101X4037040 602-4-9020-4219 .00 41.00 41.00 1 Total 130315: .00 41.00 130316 07/25 07/11/2025 130316 15887 DACOTAH PAPER CO 48320 101-4-2310-4219 .00 122.45 122.45 1 Total 130316: .00 122.45 130317 07/25 07/11/2025 130317 22775 JOHNSON BROS LIQUOR 139903 603-4-9151-4253 .00 15.17- 15.17-1 07/25 07/11/2025 130317 22775 JOHNSON BROS LIQUOR 139904 603-4-9111-4253 .00 6.00- 6.00-1 07/25 07/11/2025 130317 22775 JOHNSON BROS LIQUOR 139906 603-4-9111-4253 .00 16.00- 16.00-1 07/25 07/11/2025 130317 22775 JOHNSON BROS LIQUOR 139907 603-4-9111-4253 .00 4.32- 4.32-1 07/25 07/11/2025 130317 22775 JOHNSON BROS LIQUOR 139908 603-4-9111-4332 .00 127.50- 127.50-1 M = Manual Check, V = Void Check Page 45 of 299 CITY OF ELK RIVER Check Register - By Bank- Excludes P/R Page: 4 Check Issue Dates: 7/9/2025 - 7/14/2025 Jul 16, 2025 05:55PM GL Check Check Vendor Invoice Invoice Discount Invoice Check Bank Number Period Issue Date Number Number Payee Number GL Account Taken Amount Amount 07/25 07/11/2025 130317 22775 JOHNSON BROS LIQUOR 139910 603-4-9111-4251 .00 20.43- 20.43-1 07/25 07/11/2025 130317 22775 JOHNSON BROS LIQUOR 139911 603-4-9151-4253 .00 14.33- 14.33-1 07/25 07/11/2025 130317 22775 JOHNSON BROS LIQUOR 2824894 603-4-9111-4332 .00 940.69 940.69 1 07/25 07/11/2025 130317 22775 JOHNSON BROS LIQUOR 2824895 603-4-9151-4332 .00 249.19 249.19 1 07/25 07/11/2025 130317 22775 JOHNSON BROS LIQUOR 2824896 603-4-9151-4332 .00 634.53 634.53 1 07/25 07/11/2025 130317 22775 JOHNSON BROS LIQUOR 2824897 603-4-9151-4332 .00 1,904.18 1,904.18 1 Total 130317: .00 3,524.84 130318 07/25 07/11/2025 130318 21733 JOSEPH SIMON INV0001 101-4-5230-4409 .00 175.00 175.00 1 Total 130318: .00 175.00 130319 07/25 07/11/2025 130319 24366 M M B A 7-1-2025 DUE 603-4-9112-4433 .00 5,700.00 5,700.00 1 Total 130319: .00 5,700.00 130320 07/25 07/11/2025 130320 29665 PHILLIPS WINE & SPIRITS CO 5003769 603-4-9151-4332 .00 473.22 473.22 1 07/25 07/11/2025 130320 29665 PHILLIPS WINE & SPIRITS CO 5003770 603-4-9151-4332 .00 1.74 1.74 1 07/25 07/11/2025 130320 29665 PHILLIPS WINE & SPIRITS CO 5003771 603-4-9151-4332 .00 509.58 509.58 1 07/25 07/11/2025 130320 29665 PHILLIPS WINE & SPIRITS CO 5003772 603-4-9151-4253 .00 285.44 285.44 1 07/25 07/11/2025 130320 29665 PHILLIPS WINE & SPIRITS CO 5003773 603-4-9151-4332 .00 184.22 184.22 1 Total 130320: .00 1,454.20 130321 07/25 07/11/2025 130321 31890 SCHINDLER ELEVATOR CORP 8106950856 603-4-9112-4404 .00 581.04 581.04 1 Total 130321: .00 581.04 130322 07/25 07/11/2025 130322 11314 SOUTHERN GLAZER'S WINE & SPIRIT 5126967 603-4-9111-4332 .00 87.94 87.94 1 Total 130322: .00 87.94 M = Manual Check, V = Void Check Page 46 of 299 CITY OF ELK RIVER Check Register - By Bank- Excludes P/R Page: 5 Check Issue Dates: 7/9/2025 - 7/14/2025 Jul 16, 2025 05:55PM GL Check Check Vendor Invoice Invoice Discount Invoice Check Bank Number Period Issue Date Number Number Payee Number GL Account Taken Amount Amount 1008290 07/25 07/14/2025 1008290 11583 CAL PORTNER 7-02-25 CP 101-4-1210-4331 .00 890.00 890.00 1 Total 1008290: .00 890.00 1008291 07/25 07/14/2025 1008291 8005 DAHLHEIMER BEVERAGE, LLC 2506566 603-4-9151-4256 .00 74.00 74.00 1 07/25 07/14/2025 1008291 8005 DAHLHEIMER BEVERAGE, LLC 2506567 603-4-9151-4255 .00 132.80 132.80 1 07/25 07/14/2025 1008291 8005 DAHLHEIMER BEVERAGE, LLC 2506568 603-4-9151-4252 .00 6,770.30 6,770.30 1 07/25 07/14/2025 1008291 8005 DAHLHEIMER BEVERAGE, LLC 2506602 603-4-9151-4251 .00 5,310.40 5,310.40 1 Total 1008291: .00 12,287.50 1008292 07/25 07/14/2025 1008292 17701 ELK RIVER MUNICIPAL UTILITIES 2399 291-4-2340-4331 .00 6,259.50 6,259.50 1 07/25 07/14/2025 1008292 17701 ELK RIVER MUNICIPAL UTILITIES 7-07-2025 ER 101-3-0000-3610 .00 7,995.63 7,995.63 1 Total 1008292: .00 14,255.13 1008293 07/25 07/14/2025 1008293 10654 GRANITE CITY JOBBING CO 464736 603-4-9151-4332 .00 805.60 805.60 1 Total 1008293: .00 805.60 1008294 07/25 07/14/2025 1008294 14417 KROMER PRO LLC 582467 101-4-5110-4221 .00 138.69 138.69 1 Total 1008294: .00 138.69 1008295 07/25 07/14/2025 1008295 10407 REPUBLIC SERVICES #899 899-00479005 605-4-9230-4384 .00 4,480.70 4,480.70 1 07/25 07/14/2025 1008295 10407 REPUBLIC SERVICES #899 899-00479046 101-4-5110-4389 .00 395.61 395.61 1 07/25 07/14/2025 1008295 10407 REPUBLIC SERVICES #899 899-00479116 605-4-9210-4409 .00 101,884.75 101,884.75 1 Total 1008295: .00 106,761.06 1008296 07/25 07/14/2025 1008296 14002 WINEBOW MN00168504 603-4-9111-4332 .00 1,769.00 1,769.00 1 M = Manual Check, V = Void Check Page 47 of 299 CITY OF ELK RIVER Check Register - By Bank- Excludes P/R Page: 6 Check Issue Dates: 7/9/2025 - 7/14/2025 Jul 16, 2025 05:55PM GL Check Check Vendor Invoice Invoice Discount Invoice Check Bank Number Period Issue Date Number Number Payee Number GL Account Taken Amount Amount Total 1008296: .00 1,769.00 Grand Totals: .00 169,797.97 Summary by General Ledger Account Number GL Account Debit Credit Proof 101-2020 96.00 15,483.18- 15,387.18- 101-3-0000-3610 7,995.63 .00 7,995.63 101-4-1110-4319 46.00 96.00- 50.00- 101-4-1210-4331 890.00 .00 890.00 101-4-1600-4389 283.69 .00 283.69 101-4-2150-4219 706.33 .00 706.33 101-4-2190-4389 618.80 .00 618.80 101-4-2310-4219 122.45 .00 122.45 101-4-2310-4331 199.48 .00 199.48 101-4-2310-4389 499.80 .00 499.80 101-4-2320-4219 475.00 .00 475.00 101-4-3120-4389 1,233.15 .00 1,233.15 101-4-5110-4221 138.69 .00 138.69 101-4-5110-4389 1,088.67 .00 1,088.67 101-4-5110-4401 350.00 .00 350.00 101-4-5110-4409 453.49 .00 453.49 101-4-5230-4409 175.00 .00 175.00 101-4-5510-4409 207.00 .00 207.00 211-2020 .00 64.46- 64.46- 211-4-5600-4389 64.46 .00 64.46 221-2020 .00 8,037.98- 8,037.98- 221-4-5400-4389 8,037.98 .00 8,037.98 228-2020 .00 559.43- 559.43- 228-4-7000-4389 519.43 .00 519.43 228-4-7000-4409 40.00 .00 40.00 291-2020 .00 6,259.50- 6,259.50- 291-4-2340-4331 6,259.50 .00 6,259.50 602-2020 193.04 1,265.23- 1,072.19- M = Manual Check, V = Void Check Page 48 of 299 CITY OF ELK RIVER Check Register - By Bank- Excludes P/R Page: 7 Check Issue Dates: 7/9/2025 - 7/14/2025 Jul 16, 2025 05:55PM GL Account Debit Credit Proof 602-4-9010-4321 289.70 193.04- 96.66 602-4-9020-4219 41.00 .00 41.00 602-4-9020-4384 155.62 .00 155.62 602-4-9020-4389 778.91 .00 778.91 603-2020 203.75 36,457.23- 36,253.48- 603-4-9111-4251 1,109.00 137.43- 971.57 603-4-9111-4252 5,860.35 .00 5,860.35 603-4-9111-4253 2,767.67 26.32- 2,741.35 603-4-9111-4255 419.56 .00 419.56 603-4-9111-4256 81.00 .00 81.00 603-4-9111-4332 56.81 10.50- 46.31 603-4-9112-4389 419.18 .00 419.18 603-4-9112-4404 581.04 .00 581.04 603-4-9112-4433 2,850.00 .00 2,850.00 603-4-9151-4251 8,850.36 .00 8,850.36 603-4-9151-4252 7,630.35 .00 7,630.35 603-4-9151-4253 1,114.93 29.50- 1,085.43 603-4-9151-4255 1,317.72 .00 1,317.72 603-4-9151-4256 327.80 .00 327.80 603-4-9151-4332 63.41 .00 63.41 603-4-9152-4389 158.05 .00 158.05 603-4-9152-4433 2,850.00 .00 2,850.00 605-2020 .00 102,163.75- 102,163.75- 605-4-9210-4409 101,884.75 .00 101,884.75 605-4-9230-4384 279.00 .00 279.00 Grand Totals: 170,783.55 170,783.55- .00 M = Manual Check, V = Void Check Page 49 of 299 The Elk River Vision A welcoming community with revolutionary and spirited resourcefulness, exceptional service, and community engagement that encourages and inspires prosperity Request for Action To City Council Item Number 4.3 Meeting Date July 21, 2025 Prepared By Zack Carlton, Community Development Director Item Description Resolution 25-40: Final Plat of Bradford Park Second Addition, Lennar Reviewed by Cal Portner Tina Allard Action Requested Adopt Resolution 25-40 approving the updated final plat of Bradford Park Second Addition, subject to the following conditions: 1. Council approval of a Development Agreement outlining the responsibilities of the developer. 2. The applicant must receive final approval of all state and federal wetland permits and applications prior to recording. 3. The Water Availability Charge shall be paid in the amount required by the city when the final plat is released for recording. 4. A Letter of Credit shall be provided to the city in the amount of 100% of the costs of the public improvements. 5. Upon completion of all improvements and acceptance by the city, a security or warranty in a form acceptable to the public works director must be secured. 6. The Development Plan shall be approved by the public works director prior to issuance of building permits. 7. Staff approval of all site, civil, and landscaping plans. 8. All mailboxes shall be clustered. 9. The developer shall convey lands identified for Park Dedication, consistent with the preliminary plat approval. 10. A prorated park dedication fee shall be paid for 113 single-family lots. 11. Any item or condition found that indicates the site is likely to yield information important to prehistory or history shall be reported to the city immediately. Further, the city reserves the right to stop work authorized in its approval until the site is appropriately investigated and work is authorized. Approve the development contract for Bradford Park Second Addition and authorize staff to make non- substantive changes as required. Background/Discussion Lennar is seeking approval of an updated final plat for the second phase of Bradford Park. This phase will plat 113 single-family lots and establish the subdivisions' primary connection to County Road 40. The City Council previously approved a final plat for this project on October 21, 2024, and March 3, 2025. The current plat updates the scope of the plat from 96 to 113 lots and adjusts outlot locations to account for ownership changes. The county road connection is a critical improvement for this project as it will minimize construction traffic through the existing neighborhoods of Miske Meadows and Twin Lakes Estates. Page 50 of 299 This phase will also begin to develop the park infrastructure approved as part of the project. The park dedication for this addition includes 19.66 acres, consisting of multiple outlots that will be deeded to the city for future park uses. Additionally, the regional trail component of this project requires cost participation from the city in the amount of $65,366.68. The regional trail runs along the north side of the central pond, and the cost sharing was included as part of the preliminary plat approval. The developer will also pay $79,061.58 as a cash dedication. The responsibilities of the developer and the city are outlined in the development agreement. Development Agreement The conditions for the approval of the plat include a requirement that a Development Agreement be signed and recorded. Staff drafted the attached Development Agreement outlining the costs, responsibilities, and required security in the form of a Letter of Credit. The agreement also outlines the park dedication requirements as noted above. The developer has had an opportunity to review the agreement, and staff have incorporated recommended changes. Financial Impact The cost participation for the trail will be deducted from the city's park dedication fund. Mission/Policy/Goal Support the growth and development of the community Opportunity to live, work, and play Attachments 1. Location Map 2. Final Plat of Bradford Park Second Addition dated June 4 2025 3. Second Addition Park Dedication 4. Final Plat Resolution 5. Development Agreement Page 51 of 299 Page 52 of 299 11234567111111111189101112131415161788888822222222233333333344444444555555552366666667777779999910101010111112131415234576910811OUTLOT AOUTLOT BOUTLOT COUTLOT DOUTLOT JWWWW WWWW WWWWWWWWWWWWWWWWW WWWWWWWWWWW W W W WWWWWWWWW WWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W W W WWWWWWWWWWWWWWW79.88 S00°03'59"E 1137.15 N00°22'24"W 1335.49 N00°22'42"W156.63SW CornerN 1/2 - SW 1/4Sec. 36-33-26Found 1/2" Capped IronW 1/4 CornerSec. 36-33-26Per Sherburne CountyDoc. No. 140659Found 2" IronSE CornerN 1/2 - SW 1/4Sec. 36-33-26Found 1/2"Capped IronNW CornerSW 1/4 - NE 1/4Sec. 36-33-26N. Line - S 1/2 - NW 1/4Sec. 36-33-26W. Line - NW 1/4Sec. 36-33-26W. Line - SW 1/4Sec. 36-33-26 S. Line - NW 1/4Sec. 36-33-26NW CornerS 1/2 - NW 1/4Sec. 36-33-26Found 1/2" IronIron CappedIronCappedIronRLS 130572" AlumDisk1/2" Iron (2)Capped1/2 " Iron (3)RLS 43933IronCappedIronRLS 13057IronRLS 13057S83°42'24"E90.44N53°49'43"E311.76L=24.92R=3030.00Δ=0°28'16"C.Brg=N83°38'43"EC.=24.92SHEET 2SHEET 3SHEET 5W. Line Sherburne County R/W Plat No. 30Point ofBeginningDoc. No. 981101E'ly LineOutlot CBradford Park W. Line - E 660' NW 1/4 - SE 1/4 Sec. 36-33-26 S. Line - N 936'NW 1/4 - SE 1/4Sec. 36-33-26N. Line - S 660' - N 936'NW 1/4 - SE 1/4Sec. 36-33-26N. LineS 1/2 - NW 1/4Sec. 36-33-26660N00°22'24"W 1101.21 Point ofBeginningDoc. No. 973114S'ly LineOutlot CBradford ParkS'ly LineBradford ParkE'ly LineOutlot CBradfordPark N56°03'54"W 438.97N03°05'32"W409.46OUTLOT LS00°22'24"E 1255.61 185th AVENUE185th AVENUEIVANHOESTREETDrainage & Utility EasementOver all of Outlot DN33°40'54"E 641.03S09°50'04"E149.89N. Line - SW 1/4 - NE 1/4Sec. 36-33-26S00°22'24"E 518.90S89°37'36"W 443.76S89°37'36"W 737.2771.00SHEET 4121314OL GOUTLOT H1112223334567894EDISON STEDISON C IRN89°28'17"W 1468.83N89°18'10"W610.07S00°10'01"E 275.32 936 660 304.54796.67 OUTLOT FOUTLOT IOUTLOT KS5 0 ° 0 6 ' 2 9 "W 9 9 1 . 3 5 S14°42'36"E74.04S05°51'31"W60.19S25°55'59"W70.86S47°39'33"W70.86S66°05'28"W49.53S80°58'12"W172.95S 4 6 ° 5 0 ' 2 5 "W 3 8 4 . 2 1 L=25.08R=340.00Δ=4°13'38"S69°33'22"W40.74N20°26'38"W94.24N15°58'16"W35.87S69°33'22"W132.57N64°09'06"W44.65307.15S75°03'02"W 535.32S60°03 '02 "W 1099 .81S06°35'25"E130.00DrainageEasementDoc. No.963561OLE583.98N89°56'01"E 534.72Electric TransmissionEasementPer Doc. No. 122470N'ly LineOutlot CBradfordPark1172.746060 6060 60606060 50505050N88°15'58"W 131.8038.8138.39 5.8530.0030.00S. Line - NE 1/4Sec. 36-33-26BRADFORD PARK SECOND ADDITIONSHEET 1 OF 5 SHEETSBEARING NOTE:The orientation of this bearing system isbased on the west line of NW 1/4 of Sec. 36,Twp. 33, Rge 26. Said line bears North 00degrees 22 minutes 42 seconds West.0SCALE IN FEET200400CITY OF ELK RIVERCOUNTY OF SHERBURNEWSEC. 36, TWP. 33, RGE. 26SITEVICINITY MAP(NOT TO SCALE)Sherburne County, MinnesotaNW 1/4 NE 1 / 4SE 1/4SW 1/4Twin LakesPkwyCSAH No. 12 / 181st Ave. NWCounty Hwy No. 40 / Cleveland Street NW SURVEYOR'S CERTIFICATEI Mark A. Schwanz do hereby certify that this plat was prepared by me or under my directsupervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this platis a correct representation of the boundary survey; that all mathematical data and labels arecorrectly designated on this plat; that all monuments depicted on this plat have been or, willbe correctly set within one year; that all water boundaries and wet lands, as defined inMinnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown andlabeled on this plat; and all public ways are shown and labeled on this plat.Dated this _______ day of ___________________, 20_____.___________________________________________________________Mark A. Schwanz, Licensed Land SurveyorMinnesota License No. 45817State of MinnesotaCounty of ____________________This instrument was acknowledged before me on _______________________, 20_____ byMark A. Schwanz, Licensed Land Surveyor, Minnesota License No. 45817.__________________________________________(sign)__________________________________________(print)Notary Public ___________________________My Commission Expires ________________CITY COUNCIL, CITY OF ELK RIVER, MINNESOTAApproved and accepted by the City Council of the City of Elk River, Sherburne County,Minnesota at a meeting held the _______ day of ___________________, 20_____.______________________________________MayorAttest:______________________________________Clerk1 INCH = 200 FEETINSTRUMENT OF DEDICATIONKNOW ALL PERSONS BY THESE PRESENTS: That Millrose Properties Minnesota, LLC, a Minnesota limited liability company, owners of the followingdescribed property:Outlot C, Bradford Park, according to the recorded plat thereof, City of Elk River, Sherburne County, Minnesota. (Document No. 978489)ANDAll that part of the South Half of the Northwest Quarter and that part of the North Half of the Southwest Quarter, all in Section 36, Township 33 North, Range26 West, Sherburne County, Minnesota, described as follows:Commencing at the West Quarter corner of said Section 36; thence South 00 degrees 22 minutes 24 seconds East (assumed bearing) on the west line of saidSouthwest Quarter, 79.88 feet to the point of beginning; thence South 00 degrees 22 minutes 24 seconds East on said west line, 1255.61 feet to the southwestcorner of the North Half of the Southwest Quarter of said Section 36; thence South 89 degrees 28 minutes 17 seconds East on the south line of said North Halfof the Southwest Quarter, 1468.83 feet; thence North 00 degrees 22 minutes 24 seconds West, 1101.21 feet; thence North 66 degrees 08 minutes 44 secondsEast, 27.04 feet; thence North 27 degrees 12 minutes 25 seconds West, 130.00 feet; thence North 35 degrees 18 minutes 59 seconds West, 60.68 feet;thence North 26 degrees 09 minutes 48 seconds West, 130.00 feet; thence North 58 degrees 59 minutes 55 seconds East, 57.35 feet; thence North 49degrees 43 minutes 44 seconds East, 60.05 feet; thence North 48 degrees 47 minutes 19 seconds East, 68.31 feet; thence North 50 degrees 36 minutes 03seconds East, 68.31 feet; thence North 56 degrees 03 minutes 54 second West, 438.97 feet to a point on the southerly line of Bradford Park, according to therecorded plat thereof; thence South 89 degrees 37 minutes 36 seconds West on said southerly line, 443.76 feet; thence South 00 degrees 22 minutes 24seconds East on the easterly line of said Bradford Park, 518.90 feet; thence South 89 degrees 37 minutes 36 seconds West on the southerly line of saidBradford Park, 737.27 feet to the point of beginning. (Document No. 973114)ANDAll that part of the South Half of the Northwest Quarter; that part of the Southwest Quarter of the Northeast Quarter; that part of the North Half of the SouthwestQuarter; and that part of the Northwest Quarter of the Southeast Quarter, all in Section 36, Township 33 North, Range 26 West, Sherburne County, Minnesota,described as follows:Commencing at the West Quarter corner of said Section 36; thence South 00 degrees 22 minutes 24 seconds East (assumed bearing) on the west line of saidSouthwest Quarter, 1335.49 feet to the southwest corner of the North Half of the Southwest Quarter of said Section 36; thence South 89 degrees 28 minutes17 seconds East on the south line of said North Half of the Southwest Quarter, 1468.83 feet to the point of beginning; thence North 00 degrees 22 minutes 24seconds West, 1101.21 feet; thence North 66 degrees 08 minutes 44 seconds East, 27.04 feet; thence North 27 degrees 12 minutes 25 seconds West, 130.00feet; thence North 35 degrees 18 minutes 59 seconds West, 60.68 feet; thence North 26 degrees 09 minutes 48 seconds West, 130.00 feet; thence North 58degrees 59 minutes 55 seconds East, 57.35 feet; thence North 49 degrees 43 minutes 44 seconds East, 60.05 feet; thence North 48 degrees 47 minutes 19seconds East, 68.31 feet; thence North 50 degrees 36 minutes 03 seconds East, 68.31 feet; thence North 56 degrees 03 minutes 54 second West, 438.97 feetto a point on the easterly line of Bradford Park, according to the recorded plat thereof; thence North 33 degrees 40 minutes 54 seconds East on said easterlyline, 583.98 feet; thence North 80 degrees 01 minutes 04 seconds East, 113.47 feet; thence South 84 degrees 59 minutes 53 seconds East, 177.70 feet;thence North 87 degrees 18 minutes 17 seconds East, 86.24 feet; thence South 10 degrees 06 minutes 17 seconds East, 152.07 feet; thence easterly 39.12feet on a 155.00 foot radius curve, not tangent to previous line, concave to the south, having a central angle of 14 degrees 27 minutes 41 seconds and a 39.02foot chord that bears North 78 degrees 34 minutes 13 seconds East; thence North 85 degrees 48 minutes 03 seconds East, 84.02 feet; thence South 04degrees 11 minutes 57 seconds East, 60.00 feet; thence South 33 degrees 43 minutes 35 seconds East, 187.93 feet; thence North 81 degrees 15 minutes 50seconds East, 485.76 feet; thence North 76 degrees 11 minutes 32 seconds East, 113.76 feet; thence northwesterly 58.87 feet on a 320.00 foot radius curve,concave to the southwest, not tangent to previous line, having a central angle of 10 degrees 32 minutes 27 seconds and a 58.79 foot chord that bears North33 degrees 39 minutes 07 seconds West; thence North 51 degrees 04 minutes 39 seconds East, not tangent to previous curve, 60.00 feet; thencesoutheasterly 69.99 feet on a 380.00 foot radius curve, concave to the southwest, not tangent to previous line, having a central angle of 10 degrees 33 minutes11 seconds and a 69.89 foot chord that bears South 33 degrees 38 minutes 45 seconds East; thence North 88 degrees 36 minutes 24 seconds East, nottangent to previous curve, 120.98 feet; thence North 75 degrees 28 minutes 40 seconds East, 93.11 feet; thence North 67 degrees 13 minutes 39 secondsEast, 83.96 feet; thence North 56 degrees 33 minutes 16 seconds East, 87.17 feet; thence North 45 degrees 52 minutes 17 seconds East, 85.73 feet; thenceNorth 66 degrees 52 minutes 14 seconds East, 72.21 feet; thence North 50 degrees 36 minutes 51 seconds East, 67.31 feet; thence North 28 degrees 20minutes 43 seconds East, 77.90 feet; thence North 04 degrees 25 minutes 54 seconds East, 64.15 feet; thence North 89 degrees 56 minutes 01 seconds East,534.72 feet to a point on the west line of Sherburne County Right of Way Plat No. 30, according to the recorded plat thereof; thence South 00 degrees 03minutes 59 seconds East on said west line, 1137.15 feet; thence South 00 degrees 10 minutes 01 seconds East on said west line, 275.32 feet to a point on thenorth line of the South 660 feet of the North 936 feet of the Northwest Quarter of the Southeast Quarter of said Section 36; thence North 89 degrees 18minutes 10 seconds West on said north line, 610.07 feet to a point on the west line of the East 660 feet of said Northwest Quarter of the Southeast Quarter;thence North 64 degrees 09 minutes 06 seconds West, 44.65 feet; thence South 69 degrees 33 minutes 22 seconds West, 132.57 feet; thence North 15degrees 58 minutes 16 seconds West, 35.87 feet; thence North 20 degrees 26 minutes 38 seconds West, 94.24 feet; thence South 69 degrees 33 minutes 22seconds West, 40.74 feet; thence southwesterly 25.08 feet on a 340.00 foot radius curve, concave to the southeast, having a central angle of 04 degrees 13minutes 38 seconds; thence North 24 degrees 40 minutes 16 seconds West, not tangent to previous curve, 190.00 feet; thence South 63 degrees 08 minutes17 seconds West, 40.52 feet; thence South 58 degrees 45 minutes 24 seconds West, 40.52 feet; thence South 54 degrees 22 minutes 31 seconds West,40.52 feet; thence South 49 degrees 59 minutes 38 seconds West, 40.52 feet; thence South 46 degrees 50 minutes 25 seconds West, 384.21 feet; thenceSouth 80 degrees 58 minutes 12 seconds West, 172.95 feet; thence South 66 degrees 05 minutes 28 seconds West, 49.53 feet; thence South 47 degrees 39minutes 33 seconds West, 70.86 feet; thence South 25 degrees 55 minutes 59 seconds West, 70.86 feet; thence South 05 degrees 51 minutes 31 secondsWest, 60.19 feet; thence South 14 degrees 42 minutes 36 seconds East, 74.04 feet; thence South 50 degrees 06 minutes 29 seconds West, 991.35 feet to thepoint of beginning. (Document No. 981101)Has caused the same to be surveyed and platted as BRADFORD PARK SECOND ADDITION and does hereby dedicate to the public, for public use forever, thepublic ways as shown on this plat. Also dedicating to the public, for public use forever, the drainage and utility easements shown on this plat for drainage andutility purposes only. And also dedicating to the County of Sherburne the right to limit access to County Highway No. 40 as shown on this plat.In witness whereof said Millrose Properties Minnesota, LLC, a Minnesota limited liability company, has caused these presents to be signed by its proper officerthis _______ day of __________, 2025.Signed: Millrose Properties Minnesota, LLC, a Minnesota limited liability company,by U.S. Home, LLC, a Delaware limited liability company,Its attorney-in-fact pursuant to recorded power of attorney__________________________________________ (sign)Jonathan Aune, Vice PresidentState of ______________________County of ______________________This instrument was acknowledged before me on ____________, 2025 by Jonathan Aune, Vice President , of U.S. Home, LLC, a Delaware limited liabilitycompany.__________________________________________(sign)__________________________________________(print)Notary Public ___________________________My Commission Expires ________________FINAL PLAT FOR REVIEWIron Monument Foundndicates 1/2" Dia. x 18"Long Solid Iron Pipe SetWith Plastic Cap Marked ByISG, License No. 45817.Indicates 1/2" Dia. x 18"Long Solid Iron Pipe SetWith Plastic Cap Marked ByISG, License No. 45817 To Be SetWithin One Year of the RecordingDate of this Plat.Water's EdgeLimited Access to County ofSherburne as dedicated on this platLEGEND187th AveLincoln St COUNTY SURVEYOR, SHERBURNE COUNTY, MINNESOTAPursuant to Sherburne County Ordinance Number 006, I hereby certify thatthis plat has been checked and approved as to compliance with Chapter505, Minnesota Statutes this _______ day of ___________________,20_____.______________________________________Sherburne County SurveyorCOUNTY AUDITOR/TREASURER, SHERBURNE COUNTY, MINNESOTAI hereby certify taxes payable for the year 20_____ on the land hereindescribed have been paid in full, and there are no delinquent taxes andtransfer was entered this _______ day of ___________________, 20_____.______________________________________Sherburne County Auditor/TreasurerCOUNTY RECORDER, SHERBURNE COUNTY, MINNESOTAI hereby certify that this instrument was filed in the office of the CountyRecorder for record on this _______ day of ___________________,20_____, at _______ o'clock _____.M. and was duly recorded asDocument No. ______________________.______________________________________Sherburne County Recorder0DWFK LLQH J6HH 6KHHW 5 RI 5Page 53 of 299 1123456711111891011888822222333334444455555666667777991024576OUTLOT AOUTLOT BOUTLOT COUTLOT DWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W W W W WN62°45'32"E 130.00L=78.32Δ=14°57'30"L =9 0 .7 3Δ=1 7 °1 9 '3 8 "N80°05'10"E 130.00L =9 0 .7 3Δ=17 °19 '3 8 "S82°35'11"E 130.00L=90.72Δ=17°19'38"S65°15'34"E 130.00L=18.95Δ=3°37'09"S66°47'27"E 130.00S73°29'52"E 130.00S80°12'13"E 130.00S80°05'24"E 144.4172.13S71°54'46"E 150.36L=51.38Δ=8°10'37" 48.34 27 . 9 9 25. 6 3 S63°44'07"E 139.96L=51.38Δ=8°10'38" 47 . 3 0 N 3 3 ° 0 9 ' 3 7 " E N2 5 ° 1 3 ' 0 2 " E 1 3 4 . 7 7S67°24'19"E 140.78L=47.29Δ=5°45'55"L=13.16Δ=2°05'43"57. 7 1S77°44'02"E 133.17L=81.94Δ=9°59'21"47.79N00°54'42"W 133.38L=108.10Δ=13°10'40"47.80N08°59'36"W 1 3 0 . 0 0L=66.29Δ=8°04'54"47.80N17°04'28"W 134.14L=66.29Δ=8°04'52"N72°00'37"E124.64N14°05'37"W 131.04L=21.76R=1030.00Δ=1°12'38"L=48.43Δ=5°54'15"Δ=42'44"=62.09Δ=6°42'44"L=41.41Δ=4°28'35"L=21.77Δ=1°17'09"S14°05'37"E 130.33N74°01'24"E78.95N14°16'09"W 130.00L=79.38Δ=4°24'57"N77°45'01"E71.93N10°28'23"W 130.00L=63.33Δ=3°31'22"N81°17'30"E71.44N06°56'37"W 1 3 0 . 0 0L=63.45Δ=3°31'46"N84°49'15"E71.44N03°24'52"W 130.00L=63.45Δ=3°31'46"L=29.23Δ=1°37'34"N85°45'25"E76.66N06°48'43"W 1 3 0 . 9 1L=41.21Δ=5°01'25"13.99N77°10'21"E43.41N16°29'15"W 130.00L=79.37Δ=9°40'33"N68°40'28"E57.35N26°09'48"W 130.00L=79.37Δ=9°40'33"N58°59 '55 "E57.35N35°50'22"W 130.00L=79.37Δ=9°40'33"N4 9 ° 4 3 ' 4 4 "E 6 0 . 0 5 N42°07'03"W 130.00L=18.54Δ=0°31'24"L =5 5 . 7 9Δ=6 ° 4 8 ' 0 5 "N4 8 ° 4 7 ' 1 9 "E 6 8 . 3 1 N40°18'19"W 130.00L = 6 4 . 2 1 Δ = 1 ° 4 8 ' 4 4 "N5 0 ° 3 6 ' 0 3 "E 6 8 . 3 1L=14.83Δ=0°52'33"L=49.05Δ=5°18'10"N07°05'28"W 1 3 0 . 0 0 L=62.03Δ=6°42'19"N13°47'47"W 130.00L=62.03Δ=6°42'19"N20°30'06"W 130.00L=62.03Δ=6°42'19"N27°12'25"W 130.00L=64.41Δ=6°57'47"N34°10'13"W 130.00L=6 4 . 4 1Δ=6 ° 5 7 ' 4 7 "N41°08'00"W 130.00L=13.94Δ=1°30'26"L = 5 2 . 3 5 Δ = 1 ° 3 1' 2 1 "N41°07'06"W 130.00L = 6 8 . 2 9Δ= 1 ° 5 9 ' 1 1 "N39°07'55"W 130.00L =6 8 . 2 9Δ= 1 ° 5 9 ' 1 1 "N37°08'45"W 130.00L=68 . 2 9Δ=1°59'11"S30°07'57"E 133.6168.42S33°18'41"E57.36S 4 2 ° 1 0 ' 2 6 "W 1 3 0 . 0 0S42°59'18"E57.35S52°39'51"E57.35S 3 2 ° 2 9 ' 5 3 " W 1 3 0 . 0 0 L=79.37Δ=9°40'3S22 ° 4 9 ' 1 9 " W 1 3 0 . 0 0 L=79.37Δ=9°40'33"S62°20'24"E57.35S13°08 ' 4 6 " W 1 3 0 . 0 0 L=79.37Δ=9°40'33"S72°00'58"E57.35S12°44 ' 1 4 " W 1 3 0 . 0 0 L=24.20Δ=4°57'05"L=43.97Δ=5°21'37"S79°38'30"E67.22S2 4 ° 5 5 ' 0 3 " W 1 3 0 . 0 0 L=59.52Δ=12°10'49"S71°10'21"E87.00S 3 7 ° 0 5 ' 5 4 " W 1 3 0 . 0 0 L=59.53Δ=12°10'50"S58°59'31"E87.00S4 9 ° 1 6 ' 4 4 "W 1 3 0 . 0 0 L=59.53Δ=12°10'50"S46°48'41"E87.00L=59.52Δ=12°10'49"L=125.24Δ=32°37'01"N 3 3 ° 2 2 ' 3 8 " E 1 4 6 . 6 8 N10°52' 2 8 " E 1 5 5 . 1 5L=86.40Δ=22°30'09"N12°29 ' 5 1 " E 1 6 0 . 5 0L=43.58Δ=4°42'42"L=11.86Δ=3°05'19"N18° 1 0 ' 2 1 " E 1 7 3 . 1 0L=52.50Δ=5°40'31"N22 ° 5 9 ' 5 5 " E 2 0 0 . 2 5L=52.87Δ=5°42'57"L = Δ = 4. 4 3 L=61.67Δ=6°40'01"S04°31'37"W 77.20 S88°49'32"E 130.00L=23.22R=530.00Δ=2°30'36"C.Brg=N00°04'51"WC.=23.22N88°39'51"E 130.31N03°05'32"W 409.46 S06°35'25"E 130.00N82°48'01"E67.23N81°34'52"E67.23N80°21'43"E67.23N79°08'35"E67.23N77°47'18"E82.36L=34.60R=280.00Δ=7°04'48"C.Brg=N25°00'03"WC.=34.58S61°27 '33 "W 130 .00S34°37'52"E87.00S00°22'24"E 518.90S89°37'36"W 106.2539 . 7 2 S 3 3 ° 0 9 ' 3 7 " W 320.76 N04°13'19"W 200.29 N78°45'57"W25.60N35°03'45"W69.87N42°07'30"W62.57N34°45'57"W40.58N00°45'17"E 161.56 S89°14'43"E25.00S00°45'17"W 130.00 S89°14'43"E 213.81N88°16'01"E 131.26N64°56'56 "E67.96S83°42'20"E90.44S53°49'43"W 311.76 S43°18'07"E44.61L=5.77Δ=1°06'09"N53°49'43"E 130.9657.90N36°43'16"W51.22N18°34'39"W51.22N01°15'00"W51.21N16°04'38"E70.06N25°54'05"ES89°37'36"W 262.9079.88 S00°22'42"E156.64 S22°41'38"E 129.81S02°39'51"E 129.91 N72°51'03"E77.2077.20N13°08'57"E77.20N06°26'37"EN86°54'34"W 130.0003"E N77°44'02"W 129.68L=1.67N66°08'44"E77.20N59°18 '41 "E80.16N5 2 ° 2 0 ' 5 3 "E 8 0 . 1 6 N4 8 ° 0 7 ' 0 7 "E 6 6 . 2 5 N4 9 ° 5 2 ' 2 9 "E 6 3 . 7 8 N5 1 ° 5 1 ' 4 0 "E 6 3 . 7 8 N53°50 '51 "E 63 .78N35°09'34"W 130.00L=129.23Δ=3°45'W 1/4 CornerSec. 36-33-26Per Sherburne CountyDoc. No. 140659Found 2" IronW. Line - NW 1/4Sec. 36-33-26S. Line - NW 1/4Sec. 36-33-26N. Line - SW 1/4Sec. 36-33-2651. 4 3 L=129.23 R=470.00Δ=15°45'16"C=128.83 N20°28'58"E L=322.15Δ=19°01'43"N70°35'05"E60.26N89°05'17"E 95.5962.67N27°17'26"W16.37N5 1 ° 3 2 ' 3 7 "E 7 2 . 8 1 N2 9 ° 1 2 ' 4 2 " E 72 . 8 1 N06°58'42"E 72.18 N15°09'24"W72.18N37°23'03"W72.77N59°42'15"W72.77N77°40'07"W 205.63N11°13'56"E28.64N11°13'56"E17.82L=370.03 R=500.00 Δ=42°24'08"S77°44'02"E 162.44L=112.78 R=330.00Δ=19°34'52"L=307.57R=500.00Δ=35°14'41"L=369.84R=1000.00Δ=21°11'25"L=356.50R=500.00Δ= 4 0 ° 5 1'0 9 " L= 577.5 9 R = 2 0 0 0.0 0 Δ = 1 6 ° 3 2' 4 8 "S67°51'26"E61.69L=202.36Δ=23°11'18"L=167.67Δ=19°12'50"N19°51'19"E 77.20 35 . 5 7 E'l y L i n e O u t l o t C Br a d f o r d P a r kPoint ofBeginningDoc. No. 973114S'ly LineOutlot CBradford ParkS'ly LineBradford ParkE'ly Line Outlot C Bradford Park N56°03'54"W 438.97N35°18'59"W60.68L=335.11R=470.00Δ=40°51'09"S38°29'40"E 130.00L = 6 4 . 2 1Δ= 1 ° 4 8 ' 4 4 "L=298.84R=1030.00Δ=16°37'24"27.04L=358.75R=970.00Δ=21°11'25"L=326.02R=530.00Δ=35°14'41"L=289.11R=470.00Δ=35°14'41"S89°37'36"W 285.68S89°37'36"W 158.08N33°48'01"E33.58L =OUTLOT LD&U EasementPer Doc. No. 61864450 7.57.57.5 L=449.90R=500.00L=234.19R=250.00Δ=53°40'24"C.=225.72C.Brg=S55°22'39"EL=109.67 R=300.00Δ=20°56'47"L=115.92 R=360.00Δ=18°26'58"L=422.90R=470.00L=210.62R=530.00Δ=22°46'11"L=206.09R=220.00Δ=53°40'24"L=262.30R=280.00Δ=53°40'24"L = 5 8 6 . 2 5 R= 2 0 30 .00Δ=16°32'48"L=586L=377.90R=530.00Δ=40°51'09"L = 5 6 8 . 9 2 R= 1 9 7 0 . 0 0 Δ=1 6 °32'48"N61°27 '33 "E60.00L = R = Δ = C .B S 2 0 ° C .=6 N61°31'39 "E 202 .22L=296.26Δ=8°21'43L=227.02Δ=26°00'52"1 0 1 0185th AVENUEIVANHOELINCOLNSTREET KENNEDYSTREETS14°05'37"E 160.41L=322.53Δ=18°28'46"L=47.31Δ=2°42'39" 55 55 555 5 5 5 Drainage & Utility EasementOver all of Outlot DL=265.55R=300.00Δ=50°42'56"L= 2 9 6 . 2 6 Δ=8°21'43 " N00°22'24"W 1335.49 N'ly LineOutlot CBradford Park76.8430.1330.13S'ly LineOutlot CBradford Park30.9230.7630.0030.00 1172.746060 60N26°53'10"W69.87N88°15'58"W 131.80L=51.37R=360.00Δ=8°10'35"C.Brg=N05°49'20"EC.=51.332.2 3 R =530.00 Δ=42°24'08"3 8 3.3 4 C.Br g=S07°09'32"W 38.8138.39L=62.03Δ=6°42'21"L=62.03Δ=6°42'21"L=62.03Δ=6°42'21"L=47.66Δ=5°09'07"30 30 N03°05'32"W 409.46 L=24.92R=3030.00Δ=0°28'16"C.Brg=S83°38'43"WC.=24.92S06°35'25"E130.00N82°48'01"E67.23N81°34'52"E67.23BRADFORD PARK SECOND ADDITIONSHEET 2 OF 5 SHEETSIron Monument FoundIndicates 1/2" Dia. x 18"Long Solid Iron Pipe SetWith Plastic Cap Marked ByISG, License No. 45817.Indicates 1/2" Dia. x 18"Long Solid Iron Pipe SetWith Plastic Cap Marked ByISG, License No. 45817 To Be SetWithin One Year of the RecordingDate of this Plat.Water's EdgeLEGENDBEARING NOTE:The orientation of this bearing system isbased on the west line of NW 1/4 of Sec. 36,Twp. 33, Rge 26. Said line bears North 00degrees 22 minutes 42 seconds West.0SCALE IN FEET60120CITY OF ELK RIVERCOUNTY OF SHERBURNEWDrainage andUtility EasementLinesLot LinesRight-of-Way LineDrainage and Utility Easements are shown thus:Being 5 feet in width and adjoining lot lines and being10 feet in width and adjoining right - of - way lines andrear lot lines, unless otherwise indicated on the plat.10 10 10 1055 1 INCH = 60 FEETFINAL PLAT FOR REVIEW0DWFK LLQH B6HH 6KHHW 5 RI 50DWFK LLQH C 6HH 6KHHW 5 RI 50DWFK LLQH A6HH 6KHHW 3 RI 56HH DHWDLO 1DHWDLO 10D W F K L L Q H C 6 H H 6 K H H W 5 R I 5 0DWFK LLQH D6HH 6KHHW 3 RI 5Page 54 of 299 S69°22'26"E 369.31S69°22'26"E 369.31111111101112131415161788822222333334444555523666677799910101011111213141576910811OUTLOT DOUTLOT EWWWW WWWWWWWWWWWWWWWWWN58°59'55"EN49°43'44"E60.05N42°07'03"W 130.00N48°47'19"E68.31N40°18'19"W 130.00N50°36'03"E68.31L=68.29Δ=1°59'11"L=68.29Δ=1°59'10"N29°24'53"W 130.00L=68.29Δ=1°59'10"N27°25'43"W 130.00L=22.47Δ=6°16'53"N25°26'32"W 131.36L=45.89Δ=1°20'04" L = 7 2 . 6 8Δ=2 0 ° 1 8 ' 4 7 "N23°27'21"W 153.80L=35.18Δ=7°11'59"N21°28'11"W 164.53L=51.20 Δ=14°18'33"L=74.64Δ=15°16'26"N19°29'00"W 136.6537.48N13°48'28"W 130.00L=37.58Δ=7°41'20"65.00N13°48'28"W 130.0065.0065.00N13°48'28"W 130.0065.0065.00N13°48'28"W 130.0065.0065.00N13°48'28"W 130.0065.0065.00N13°48'28"W 130.0065.0065.00N13°48'28"W 130.0065.0065.00N13°48'28"W 130.0065.0052.61L=19.33Δ=2°59'37"N10°48'51"W 130.00L=87.66Δ=13°34'28"N02°45'37"E 130.00 L=84.42Δ=13°04'19"S09°50'5 6 " W 1 2 9 . 0 6 79.78L=61.36Δ=8°10'34"S01°40'22"W 139.68 81.16L=61.36Δ=8°10'34"L=109.50Δ=16°30'35"L=71.54Δ=9°31'54"S11°51'35"E38.90S13°48'28"E 130.0058.76L=92.28Δ=16°31'18"S11°51'35"E38.6367.56S13°48'28"E 130.0055.0055.0055.00S13°48'28"E 134.8855.21S13°48'28"E 139.7655.2255.00S13°48'28"E 144.6555.2255.00S13°48'28"E 149.5355.2255.00S13°48'28"E 154.4155.2255.00S13°48'28"E 159.2955.2255.00S13°48'28"E 164.1755.2155.00S00°20'11"E 165.77 34.9122.14L=51.73Δ=13°28'18"S22 ° 1 0 ' 0 0 " W 1 5 7 . 4 7 24.19L=86.41Δ=22°30'11"S57°46 '32 "W 131 .4040.14L=116.29Δ=30°17'11"S55°07 '08 "W 130 .9071.54L=26.44Δ=6°53'14"L=39.05Δ=4°13'16"S 4 8 ° 0 2 ' 2 0 "W 1 3 7 . 6 5 82.31L=65.49Δ=7°04'48"L=101.69Δ=10°59'37"4. 4 3 L=86.22R=95.00Δ =5 2 °00'02"S85°48'03"W84.0234.08N28°19'09"W 132.72L=64.20Δ=1°48'44"S30°07'57"E 133.6168.4268.43N26°30'25"W 133.98L=64.20Δ=1°48'44"65.37L=111.76Δ=22°52'11"L=103 . 0 0 R = 1 4 5.00Δ= 4 0 °4 1'5 3"L=14.63Δ=0°24'46"S5 1 ° 5 0 ' 5 8 "W 1 3 0 . 0 0 L=61.45Δ=7°29'26"L=17.99Δ=3°40'50"N61°31 '39 "E 130 .92S33°18'41"E57.36S42°10'26"W 1 3 0 . 0 0 L=79.37Δ=9°40'32"S42°59'18"E57.35S52°39'51"E57.35S32°29'53"W 130.00L=79.37Δ=9°40'33"S22°49'19"W 130.00 L=79.37Δ=9°40'33"S62°20'24"E57.35S13°08'46"W 130.00 L=79.37Δ=9°40'33"S72°00'58"E57.35S12°44'14"W 130.00 L=24.20Δ=4°57'05"L=43.97Δ=5°21'37"S79°38'30"E67.22S24°55'03"W 130.00 L=59.52Δ=12°10'49"S71°10'21"E87.00S37°05'54"W 130.00 L=59.53Δ=12°10'50"S58°59'31"E87.00S49°16'44"W 130.00L=59.53Δ=12°10'50"S46°48'41"E87.00L=59.52Δ=12°10'49"L=125.24Δ=32°37'01"N33°22'38"E 146.68 28.21N10°52'28"E 155.15L=86.40Δ=22°30'09"60.28N12°29'51"E 160.50L=43.58Δ=4°42'42"L=11.86Δ=3°05'19"70.13N18°10'21"E 173.10L=52.50Δ=5°40'31"19.0854.64N22°59'55"E 200.25L=52.87Δ=5°42'57"31.60L = 1 0 1 .55Δ = 3 7 ° 3 2'21" 4.43 L=61.67Δ=6°40'01"N79°08'35"E67.23N77°47'18"E82.36L=34.60R=280.00Δ=7°04'48"C.Brg=N25°00'03"WC.=34.58S61°27'33"W 130.00S34°37'52"E87.00N15°31'24"E66.55N09°50'04"W 149.8957.05N33°40'54"E49.63L =4 7 .3 1Δ=1 2 °1 9 '1 3 "N11°41'08"W14.22L =6 8 .9 0R=9 7 0 .0 0Δ=4 °0 4 '1 0 "C .B r g =S 0 9 °3 9 '0 2 "EC.=6 8 .8 8 L=67.25R=2970.00Δ=1°17'51"C.Brg=N78°58'02"EC.=67.25L=19.52Δ=2°36'05"S18° 0 1 ' 2 9 " W 1 3 0 . 0 0 S76°44'18"E 160.94N88°36'24"E 120.98L=69.99R=380.00Δ=10°33'11"C.Brg=S33°38'45"EC.=69.89N5 1 ° 0 4 ' 3 9 "E 6 0 . 0 0L=58.87R=320.00Δ=10°32'27"C.Brg=N33°39'07"WC.=58.79N76°11'32"E 113.76N81°15'50"E 485.76S33°43'35"E 187.93S04°11'57"E 60.00 N85°48'03"E84.02L=39.12R=155.00Δ=14°27'41"C.Brg=N78°34'13"EC.=39.02S10°06'17"E 152.07N87°18'17"E 86.24S84°59'53"E 177.70N80°01'04"E 113.47N35°09'34"W 130.00L=129.23Δ=3°45'30"N31°24'04"W 130.00S59°35 '32 "W63.78S61°34 '42 "W63.78S63°33'52 "W63.79S65°33'03"W63.78S67°32'14"W63.78S69°31'25"W63.78S72°57'51"W61.52S76°11'32"W 455.00S76°28'49"W65.15S85°58'23"W56.73N80°42'14"W54.64S15° 4 9 ' 5 6 " W 1 3 0 . 0 0 L=30.96Δ=4°47'39"NW CornerSW 1/4 - NE 1/4Sec. 36-33-26N51°32'37"EN29°12'42"E72.81 N06°58'42"E72.18 N15°09'24"W72.18N37°23'03"W72.77N59°42'15"W72.77L=577.59R=2000.00Δ=16°32'48"N. LineS 1/2 - NW 1/4Sec. 36-33-26N56°03'54"W 438.97S38°29'40"E 130.00L=64.21Δ=1°48'44"N33°48'01"E33.58L=113.4 5 R=125.00Δ=5 2 ° 0 0 '02"N85°48'03"E84.02L = 1 4 0 . 6 7R=155.00Δ= 5 2°00'02"10107.51010L=20.20Δ=4°07 '59 " L=153.17 R=175 . 0 0 Δ=50 °08'58"L=319.17R=250.00Δ=73°08'53"L=240.40R=400.00Δ=34°26'03"L=449.90R=500.00Δ=51°33'16"L=234.19R=250.00Δ=53°40'24"C.=225.72C.Brg=S55°22'39"EL=165.32R=350.00Δ=27°03'46"N76°11'32"E 545 .09S69°22'26"E 369.31S11°51'35" E 6 7 . 8 5 L=222.37R=370.00Δ=34°26'03"L=213.78R=430.00Δ=28°29'07"N76°11'32"E 529.70N76°11'32"E 545.09L=147.40R=280.00Δ=30°09'46"L=280.87R=220.00Δ=73°08'53"L=149.95R=280.00Δ=30°41'00"L=1 4 6 . 3 5 R = 2 0 5.00Δ= 4 0 ° 5 4'1 2"L=422.90R=470.00Δ=51°33'16"L=206.23R=530.00Δ=22°17'42"L=210.62R=530.00Δ=22°46'11"L=206.09R=220.00Δ=53°40'24"L=262.30R=280.00Δ=53°40'24"L=179.49R=380.00Δ=27°03'46"L=151.15R=320.00Δ=27°03'46"3 0 . 0 0 3 0 . 0 0 L=586.25R=2030.00Δ=16°32'48"L=586.25R=2030.00Δ=16°32'48" 970.00Δ=16°32'48"L=568.92R=1970.00Δ=16°32'48" 30.0030.00 N61°27'33"E60.00L =6 4 .7 2R=2 2 0 .0 0Δ=1 6 °5 1 '1 9 "C .B r g =S 2 0 °0 6 '4 7 "EC.=6 4 .4 9N61°31'39 "E 202 .22L=296.26Δ=8°21'43"L=160.48Δ=36°46'42"L=158.69Δ=36°22'11"L=222.88Δ=25°32'23"L=227.02Δ=26°00'52"L=13.60Δ=1°56'53"L=226.79Δ=32°29'09"185th AVENUEIVANHOESTREET186THAVENUEGRANTSTREET185TH AVENUE5555555555OUTLOT JDrainage & Utility EasementOver all of Outlot DN. Line - SW 1/4 - NE 1/4Sec. 36-33-26L=296.26Δ=8°21'43"N56°33 '16 "E87.17N67°13'39"E83.96N75°28'40"E93.11N89°56'58"W 291.33OUTLOT F30.0030.0060BRADFORD PARK SECOND ADDITIONSHEET 3 OF 5 SHEETSBEARING NOTE:The orientation of this bearing system isbased on the west line of NW 1/4 of Sec. 36,Twp. 33, Rge 26. Said line bears North 00degrees 22 minutes 42 seconds West.0SCALE IN FEET60120CITY OF ELK RIVERCOUNTY OF SHERBURNE1 INCH = 60 FEETFINAL PLAT FOR REVIEWIron Monument FoundIndicates 1/2" Dia. x 18"Long Solid Iron Pipe SetWith Plastic Cap Marked ByISG, License No. 45817.Indicates 1/2" Dia. x 18"Long Solid Iron Pipe SetWith Plastic Cap Marked ByISG, License No. 45817 To Be SetWithin One Year of the RecordingDate of this Plat.Water's EdgeLEGENDWDrainage andUtility EasementLinesLot LinesRight-of-Way LineDrainage and Utility Easements are shown thus:Being 5 feet in width and adjoining lot lines and being10 feet in width and adjoining right - of - way lines andrear lot lines, unless otherwise indicated on the plat.1010 10 1055 0DWFK LLQH *6HH 6KHHW 4 RI 50DWFK LLQH D6HH 6KHHW 2 RI 50DWFK LLQH $6HH 6KHHW 2 RI 50DWFK LLQH E6HH 6KHHW 5 RI 50DWFK LLQH F6HH 6KHHW 4 RI 5Page 55 of 299 S69°22'26"E 369.31S69°22'26"E 369.31L=154.93R=970.00Δ=9°09'06"L=144.22R=1030.00Δ=8°01'21"N3 0 ° 1 3 ' 1 4 " E 2 9 8 . 1 9 S3 0 ° 1 3 ' 1 4 " W 3 0 7 . 5 2 L=168.10R=1041.00Δ=9°15'07"S89°57'11"E 176.50S89°57'11"E 176.36L=129.34R=970.00Δ=7°38'23"11213141516172311111213141510WW WWWWWWWWWWWWW W W WWWWWWWWWWWWWWWWWWWWWW W W WWWWW WW W W W WW W WWWWWWWWWWWWWWWWWWWW W WWW WWWWWWWWN13°48'28"W 130.00N13°48'28"W 130.00N13°48'28"W 130.00N13°48'28"W 130.00N13°48'28"W 130.00N10°48'51"W 130.00N02°45'37"E 130.00 S09°50'5 6 " W 1 2 9 . 0 6 S01°40'22"W 139.68S13°48'28"E 130.00S13°48'28"E 130.00S13°48'28"E 134.88S13°48'28"E 139.76S13°48'28"E 144.65L=19.52Δ=2°36'05"S18° 0 1 ' 2 9 " W 1 3 0 . 0 0 S76°44'18"E 160.94N88°36'24"E 120.98L=69.99R=380.00Δ=10°33'11"C.Brg=S33°38'45"EC.=69.89N51°04'39"E60.00L=58.87R=320.00Δ=10°32'27"C.Brg=N33°39'07"WC.=58.79N76°11'32"E 113.76S76°11'32"W 455.00S76°28'49"W65.15S85°58'23"W56.73N80°42'14"W54.64S15° 4 9 ' 5 6 " W 1 3 0 . 0 0 L=30.96Δ=4°47'39"S00°03'59"E 1137.15 2" AlumDisk1010L=240.40R=400.00Δ=34°26'03"L=165.32R=350.00Δ=27°03'46"N76°11'32"E 545.09S69°22'26"E 369.31S11°51'35"E 67.85L=222.37R=370.00Δ=34°26'03"L=213.78R=430.00Δ=28°29'07"N76°11'32"E 529.70N76°11'32"E 545.09L=181.31R=1000.00Δ=10°23'17"L=180.85R=1005.50Δ=10°18'19"S89°57'11"E 176.43N30°13 '14 "E 28 6 .96N30°13 '14 "E 34 0 .09 29 2 .81334.24 35.50 35.50 L=179.49R=380.00Δ=27°03'46"L=151.15R=320.00Δ=27°03'46"30.0030.00L=13.60Δ=1°56'53"L=226.79Δ=32°29'09"185th AVENUEGRANTSTREET185TH AVENUE5555OUTLOT J121314111222333456789S59°46'46"E 130.00S59°46'46"E 130.00S59°46'46"E 130.00S59°46'46"E 130.00S59°46'46"E 130.00S59°46'46"E 143.73S59°54'48"E 130.00S08°50'50"E 1 3 0 . 0 0 S 4 2 ° 1 3 ' 1 0 "W 1 9 3 . 1 4N86°42'51"W 150.96N59°46'46"W 210.01N3 0 ° 1 3 ' 1 4 " E 1 5 3 . 3 1 S59°46'46"E 268.2845 . 4 4 294.73130.0097 . 0 8 S59°46'46"E 130.00N3 0 ° 1 3 ' 1 4 " E 1 6 5 . 0 0 S59°46'46"E 130.00S59°46'46"E 130.00OUTLOT GOUTLOT H4S59°46'46"E 130.00N3 0 ° 1 3 ' 1 4 " E 3 3 1 . 0 5 N89°56'01"E 237.30N15° 4 5 ' 2 2 " E 1 0 0 . 1 1 N3 0 ° 1 3 ' 1 4 " E 1 6 9 . 6 3 N25°02'03"E33.11N 4 2 ° 5 1 ' 1 1 " E 8 3 . 0 9 N68°23'15"E83.09 40 . 5 6 65 . 0 0 70 . 3 5 10 3 . 1 9 65 . 0 0 65 . 0 0 65 . 0 0 55 . 0 0 55 . 0 0 55 . 0 0 14 6 . 0 2 7.29L= 2 5 2 .33R=58.00Δ=249°16'15"L=60.45 R=100.00 Δ=34°38'08 " L = 6 0 . 4 5R = 1 0 0 .00Δ = 3 4 ° 3 8 '08" 55 . 0 0 55 . 0 0 55 . 0 0 65 . 0 0 65 . 0 0 65 . 0 0 71 . 0 5 197.6839.62198.01144.8977.16S59°46'46"E 424.73L=24.69Δ=14°08'53"L=35.76Δ=20°29'15"L=34.93Δ=34°30'05"L = 5 1.69Δ = 5 1 °03'59"L=51.69Δ=51°03'59"L=51.69Δ=51°03'59"L =59.34 Δ = 5 8°37'03"L=2.99Δ=2°57'09"N 4 2 ° 1 3 ' 1 0 " E 58 . 0 0L=10.21Δ=0°34'05"L=134.01Δ=7°27'16"L=134.55Δ=7°56'52"L=20.38Δ=1°12'14"32.98 67.13 65 . 0 0 10 4 . 6 3 N3 0 ° 1 3 ' 1 4 " E 1 7 5 . 9 1EDISON STREETEDISON C IRCLE S00°10'01"E OUTLOT FOUTLOT IN49°59'38"E40.52N54°22 '31 "E40.52N58°45 '24 "E40.52N63°08 '17 "E40.52N24°40'16"W 190.00S69°33'22"W40.74N20°26'38"W94.24N69°07'04"E 159 .4053 .68N53°36 ' 1 7 "E 5 6 . 5 2 N 3 5 ° 3 4 ' 0 5 " E 1137.15 S00°03'59"E 307.15 N89°56'01"E 534.72N04°25'54"E 64.15 N2 8 ° 2 0 ' 4 3 " E 77. 9 0N5 0 ° 3 6 ' 5 1 "E 6 7 . 3 1N66°52'14"E72.21N4 5 ° 5 2 ' 1 7 " E 8 5 . 7 3N56°33 '16 "E87.17N67°13'39"E83.96N75°28'40"E93.11N89°56'58"W 291.33S60°03'02"W 1099.81 65 . 0 0 2525S59°46'46"E 205.76N89°56'01"E17.83OUTLOT K99.72 239.22 OUTLOT FN89°56'01"E 534.72Electric TransmissionEasementPer Doc. No. 122470505060 5.8530.0030.00S. Line - NE 1/4Sec. 36-33-26S00°10'01"E 275.32 N67°26'33"E39.09OUTLOT KOUTLOT IWWWWW WW WWIronCappedN49°59'38"E40.52N54°22'31"E40.52N58°45'24"E40.52N63°08'17"E40.52N24°40'16"W 190.00N67°26'33"E39.09N46°50'25"E384.21L=25.08R=340.00Δ=4°13'38"S69°33'22"W40.74N20°26'38"W94.24N15°58'16"W35.87S69°33'22"W132.57N64°09'06"W44.65OUTLOT KOUTLOT IBRADFORD PARK SECOND ADDITIONSHEET 4 OF 5 SHEETSBEARING NOTE:The orientation of this bearing system isbased on the west line of NW 1/4 of Sec. 36,Twp. 33, Rge 26. Said line bears North 00degrees 22 minutes 42 seconds West.0SCALE IN FEET60120CITY OF ELK RIVERCOUNTY OF SHERBURNE1 INCH = 60 FEETFINAL PLAT FOR REVIEWDrainage andUtility EasementLinesLot LinesRight-of-Way LineDrainage and Utility Easements are shown thus:Being 5 feet in width and adjoining lot lines and being10 feet in width and adjoining right - of - way lines andrear lot lines, unless otherwise indicated on the plat.1010101055 0DWFK LLQH F6HH 6KHHW 3 RI 50DWFK LLQH G6HH 6KHHW 3 RI 5WIron Monument Foundndicates 1/2" Dia. x 18"Long Solid Iron Pipe SetWith Plastic Cap Marked ByISG, License No. 45817.Indicates 1/2" Dia. x 18"Long Solid Iron Pipe SetWith Plastic Cap Marked ByISG, License No. 45817 To Be SetWithin One Year of the RecordingDate of this Plat.Water's EdgeLimited Access to County ofSherburne as dedicated on this platLEGEND0DWFK LLQH H6HH 'HWDLO %0DWFK LLQH H'HWDLO %Page 56 of 299 12345671111891011888222233334444555566677799102345OUTLOT AOUTLOT COUTLOT JWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W WW W W W W W W WWWW W W W W W W W W WWWWW WWWWWWWWWWWWWWWWWWWWWWWN62°45'32"E 130.00L =9 0 .7 3Δ=1 7 °1 9 '3 8 "N80°05'10"E 130.00L =9 0 .7 3Δ=17 °19 '3 8 "S82°35'11"E 130.00L=90.72Δ=17°19'38"S65°15'34"E 130.00L=18.95Δ=3°37'09"S66°47'27"E 130.00S73°29'52"E 130.00S80°12'13"E 130.00S80°05'24"E 144.4172.13S71°54'46"E 150.36L=51.38Δ=8°10'37" 48.34 27 . 9 9 25. 6 3 S63°44'07"E 139.96L=51.38Δ=8°10'38" 47 . 3 0 N 3 3 ° 0 9 ' 3 7 " E N2 5 ° 1 3 ' 0 2 " E 1 3 4 . 7 7S67°24'19"E 140.78L=47.29Δ=5°45'55"L=13.16Δ=2°05'43"57.71S77°44'02"E 133.17L=81.94Δ=9°59'21"47.79N00°54'42"W 133.38L=108.10Δ=13°10'40"47.80N08°59'36"W 1 3 0 . 0 0L=66.29Δ=8°04'54"47.80N17°04'28"W 134.14L=66.29Δ=8°04'52"N72°00'37"E124.64N14°05'37"W 131.04L=21.76R=1030.00Δ=1°12'38"L=48.43Δ=5°54'15"L=96.67Δ=10°27'04"N01°38'03"E 130.00 20.15 L=62.09Δ=6°42'44"N05°04'41"W 130.0 0 L=62.09Δ=6°42'44"N11°47'25"W 130.00L=62.09Δ=6°42'44"N18°30'08"W 130.00L=41.41Δ=4°28'35"L=21.77Δ=1°17'09"S14°05'37"E 130.33N74°01'24"E78.95N14°16'09"W 130.00L=79.38Δ=4°24'57"N77°45'01"E71.93N10°28'23"W 130.00L=63.33Δ=3°31'22"N81°17'30"E71.44N06°56'37"W 1 3 0 . 0 0L=63.45Δ=3°31'46"N84°49'15"E71.44N03°24'52"W 130.00L=63.45Δ=3°31'46"L=29.23Δ=1°37'34"N85°45'25"E76.66N06°48'43"W 1 3 0 . 9 1L=41.21Δ=5°01'25"13.99N77°10'21"E43.41N16°29'15"W 130.00L=79.37Δ=9°40'33"N68°40'28"E57.35N26°09'48"W 130.00L=79.37Δ=9°40'33"N58°59 '55 "E57.35N35°50'22"W 130.00L=79.37Δ=9°40'33"N4 9 ° 4 3 ' 4 4 "E 6 0 . 0 5 N42°07'03"W 130.00L=18.54Δ=0°31'24"L = 5 5 . 7 9Δ=6 ° 4 8 ' 0 5 "N4 8 ° 4 7 ' 1 9 "E 6 8 . 3 1 N40°18'19"W 130.00L = 6 4 . 2 1Δ= 1 ° 4 8 ' 4 4 "N5 0 ° 3 6 ' 0 3 "E 6 8 . 3 1L=14.83Δ=0°52'33"L=49.05Δ=5°18'10"N07°05'28"W 1 3 0 . 0 0 L=62.03Δ=6°42'19"N13°47'47"W 130.00L=62.03Δ=6°42'19"N20°30'06"W 130.00L=62.03Δ=6°42'19"N27°12'25"W 130.00L=64.41Δ=6°57'47"N34°10'13"W 130.00L=6 4 . 4 1Δ=6°57 ' 4 7 "N41°08'00"W 130.00L=13.94Δ=1°30'26"L = 5 2 . 3 5 Δ = 1 ° 3 1 ' 2 1 "N41°07'06"W 130.00L = 6 8 . 2 9Δ= 1 ° 5 9 ' 1 1 "N39°07'55"W 130.00L = 6 8 . 2 9Δ= 1 ° 5 9 ' 1 1 "N37°08'45"W 130.00L =6 8 . 2 9Δ=1 ° 5 9'11" S00°22'24"E 518.90S89°37'36"W 106.2539 . 7 2 S 3 3 ° 0 9 ' 3 7 " W 320.76 N04°13'19"W 200.29S83°42'20"E90.4457.90N36°43'16"W51.22N18°34'39"W51.22N01°15'00"W51.21N16°04'38"E70.06N25°54'05"ES89°37'36"W 262.9079.88 S00°22'42"E156.64 N85°03'02"E 543.24N 4 3 ° 3 1 ' 5 9 " E 1 1 0 . 2 1 N00°28'23"E 76.39N68°08'39"E68.80S89°38'05"E 130.16L=20.01R=470.00Δ=2°26'20"C.Brg=S00°51'15"EC.=20.00N89°38'05"W 128.53S05°40'59"W 190.99 S04°22'12"W72.40 S01°44'00"E77.20 57.05 S88°49'06"W73.59S88°16'41"W77.27S81°33'57"W77.27S74°51'14"W77.27S68°38'58"W72.66S22°41'38"E 129.81S02°39'51"E 129.91 N86°00'56"E73.89N79°33'22"E77.20N72°51'03"E77.2077.20N13°08'57"E77.20N06°26'37"EN86°54'34"W 130.00S75°57'28"W60.00L =1 5 8 .4 5 R =4 7 0 .0 0Δ=19 °18 '5 8 "C =1 5 7 .7 0 S 0 4 °2 3 '0 3 "E N77°44'02"W 129.68L=1.67Δ=0°10'52"61.86N02°38'16"W62.59N11°45'56"WN08°26'19"W77.20 N66°08'44"E77.20N59°18 '41 "E80.16N5 2 ° 2 0 ' 5 3 "E 8 0 . 1 6 N4 8 ° 0 7 ' 0 7 "E 6 6 . 2 5 N4 9 ° 5 2 ' 2 9 "E 6 3 . 7 8 N5 1 ° 5 1 ' 4 0 "E 6 3 . 7 8 N53 °50 ' 51 "E 63 .78N35°09'34"W 130.00L=129.23Δ=3°45'30"W 1/4 CornerSec. 36-33-26Per Sherburne CountyDoc. No. 140659Found 2" IronS. Line - NW 1/4Sec. 36-33-26N. Line - SW 1/4Sec. 36-33-2670012900.71mon 1.5in ip51. 4 3 L=129.23 R=470.00Δ=15°45'16"C=128.83 N20°28'58"E L=322.15Δ=19°01'43"N70°35'05"E60.26N89°05'17"E 95.5962.67N27°17'26"W16.37N5 1 ° 3 2 ' 3 7 "E 7 2 . 8 1 N2 9 ° 1 2 ' 4 2 " E 72. 8 1 N06°58'42"E 72.18 L=370.03 R=500.00 Δ=42°24'08"S77°44'02"E 162.44L=112.78 R=330.00Δ=19°34'52"L=307.57R=500.00Δ=35°14'41"L=369.84R=1000.00Δ=21°11'25"L=356.50R=500.00Δ= 4 0 ° 5 1'0 9 " L =5 7 7.5 9 R = 2 0 0 0.0 0 Δ = 1 6 ° 3 2 ' 4 8 "S67°51'26"E61.69L=202.36Δ=23°11'18"L=167.67Δ=19°12'50"N19°51'19"E 77.20 35 . 5 7 N00°22'24"W 1101.21 Point ofBeginningDoc. No. 973114S'ly LineBradford ParkN35°18'59"W60.68L=335.11R=470.00Δ=40°51'09"S38°29'40"E 130.00L = 6 4 . 2 1Δ= 1 ° 4 8 ' 4 4 "L=298.84R=1030.00Δ=16°37'24"27.04L=358.75R=970.00Δ=21°11'25"L=326.02R=530.00Δ=35°14'41"L=289.11R=470.00Δ=35°14'41"OUTLOT LPer Doc. No. 618644507.57.5 L=109.67 R=300.00Δ=20°56'47"L=115.92 R=360.00Δ=18°26'58" L = 5 8 6 . 2 5 R= 2 0 30.00 Δ=16°32'48"L=377.90R=530.00Δ=40°51'09" L = 5 6 8 . 9 2 R= 1 9 7 0 . 0 0 Δ=16 ° 3 2 '48"LL1 0 1 0185th AVENUELINCOLNSTREET KENNEDYSTREETLINCOLNSTREET30.0030.00S14°05'37"E 160.41L=322.53Δ=18°28'46"L=47.31Δ=2°42'39" 55 55 5 5 5 510 S00°22'24"E 518.90S89°37'36"W 737.27=300.00Δ=50°42'56"L =296 . 2 6 Δ=8°21'43" N00°22'24"W 1335.49 N75°03'02"E 248.78 N00°22'24"W 1335.49 304.54796.67 S75°03'02"W 535.32OUTLOT KOUTLOT L76.8430.1330.13S'ly LineOutlot CBradford Park30.9230.76N88°15'58"W 131.80L=51.37R=360.00Δ=8°10'35"C.Brg=N05°49'20"EC.=51.33L =3 9 2.2 3 R =530.00 Δ=42°24'08"C .=3 8 3.3 4 C.Br g=S07°09'32"W3030 BRADFORD PARK SECOND ADDITIONSHEET 5 OF 5 SHEETSBEARING NOTE:The orientation of this bearing system isbased on the west line of NW 1/4 of Sec. 36,Twp. 33, Rge 26. Said line bears North 00degrees 22 minutes 42 seconds West.0SCALE IN FEET60120CITY OF ELK RIVERCOUNTY OF SHERBURNE1 INCH = 60 FEETFINAL PLAT FOR REVIEWIron Monument FoundIndicates 1/2" Dia. x 18"Long Solid Iron Pipe SetWith Plastic Cap Marked ByISG, License No. 45817.Indicates 1/2" Dia. x 18"Long Solid Iron Pipe SetWith Plastic Cap Marked ByISG, License No. 45817 To Be SetWithin One Year of the RecordingDate of this Plat.Water's EdgeLEGENDWDrainage andUtility EasementLinesLot LinesRight-of-Way LineDrainage and Utility Easements are shown thus:Being 5 feet in width and adjoining lot lines and being10 feet in width and adjoining right - of - way lines andrear lot lines, unless otherwise indicated on the plat.1010 10 1055 0DWFK LLQH (6HH 6KHHW 3 RI 50DWFK LLQH C 6HH 6KHHW 2 RI 50DWFK LLQH %6HH 6KHHW 2 RI 50D W F K L L Q H C 6 H H 6 K H H W 2 R I 5 0DWFK LLQH J6HH 6KHHW 1 RI 5Page 57 of 299 ISGInc.com CAD FILE NAME Architecture + Engineering + Environmental + Planning 26553 PARK EXHIBIT - SECOND ADDITION -TJW_V2 DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL_NON PRODUCTION DRAWINGS\PARKLAND EXHIBITS\26553 PARK EXHIBIT - SECOND ADDITION -TJW_V2.DWG SAVED BY: TJ.WELLS N0 SCALE IN FEET 250 500 SECOND ADDITION UPLAND PARK AREA (856,230 SF / 19.66 AC) TRAILS AND WALKWAYS (2,264 LF) WATER FEATURE (627,300 SF / 14.40 AC) REGIONAL TRAIL ELIGIBLE FOR TRAIL CREDIT AT CONSTRUCTION COST (3,824 LF) TRAILS TO BE CONSTRUCTED BY OTHERS PHASE 1 PHASE 2 BRADFORD PARK PARK DEDICATION SECOND ADDITION (EXCLUDING OUTLOT K) ISG PROJECT NO. 26553 BRADFORD PARK ELK RIVER, MN - 7/7/2025 Page 58 of 299 Resolution 25-____ A Resolution of the City of Elk River Granting Final Plat Approval for Bradford Park Second Addition Case No. P 24-14 WHEREAS,application has been made for final plat approval, pursuant to Section 30-374 of the Elk River City Code of Ordinances, of the property legally described on attached Exhibit A and hereinafter referred to as “the Property”; and WHEREAS,a preliminary plat for the north half of the Property was approved by the City Council on July 17, 2023; and WHEREAS,a second preliminary plat for the south half of the Property was approved by the City Council on August 19, 2024; and WHEREAS,the proposed final plat includes areas within both of the preliminary plat approvals and is consistent with the plats as approved by the City Council; and WHEREAS,the proposed final plat complies with each of the conditions set forth by the City Council in its approval of the preliminary plat of the Property. NOW, THEREFORE, BE IT RESOLVED 1. It is hereby determined by the City Council for the City of Elk River as follows: A. The proposed subdivision is consistent with the Chapter of 30 of the City Code of Ordinances and conforms with all of its requirements. B. The proposed subdivision is consistent with all applicable general and specialized city, county, and regional plans including, but not limited to, the City’s Comprehensive Plan. C. The physical characteristics of the site, including, but not limited to, topography, soils, vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and drainage are suitable for the type and density of development and uses contemplated. D. The proposed subdivision makes adequate provision for water supply, storm drainage, sewage transportation, erosion control and all other services, facilities and improvements otherwise required herein. Page 59 of 299 E. The proposed subdivision will not cause substantial environmental damage. F. The proposed subdivision will not conflict with easements of record or with easements established by judgment of a court. G. The proposed subdivision will not have an undue or adverse impact on the reasonable development of neighboring land. 2. Final plat approval is hereby granted for the Property, subject to the conditions set forth in attached Exhibit B. 3. The officers of the City are hereby authorized, once the conditions set forth in Exhibit B are met and complied with, to sign the final plat for the Property and to issue a certified copy of this Resolution giving final approval of the plat. 4. The owner of the Property is authorized to record the final plat as required by law and shall file proof of said recording with the City. No building permits will be issued for the Property until the final plat is recorded. 5. This final plat approval shall expire two years from the date of this resolution if the final plat is not recorded within that time. Passed and adopted this 21st day of July 2025. John J. Dietz, Mayor ATTEST: Tina Allard, City Clerk Page 60 of 299 EXHIBIT A LEGAL DESCRIPTION Outlot C, Bradford Park, according to the recorded plat thereof, City of Elk River, Sherburne County, Minnesota. (Document No. 978489) AND All that part of the South Half of the Northwest Quarter and that part of the North Half of the Southwest Quarter, all in Section 36, Township 33 North, Range 26 West, Sherburne County, Minnesota, described as follows: Commencing at the West Quarter corner of said Section 36; thence South 00 degrees 22 minutes 24 seconds East (assumed bearing) on the west line of said Southwest Quarter, 79.88 feet to the point of beginning; thence South 00 degrees 22 minutes 24 seconds East on said west line, 1255.61 feet to the southwest corner of the North Half of the Southwest Quarter of said Section 36; thence South 89 degrees 28 minutes 17 seconds East on the south line of said North Half of the Southwest Quarter, 1468.83 feet; thence North 00 degrees 22 minutes 24 seconds West, 1101.21 feet; thence North 66 degrees 08 minutes 44 seconds East, 27.04 feet; thence North 27 degrees 12 minutes 25 seconds West, 130.00 feet; thence North 35 degrees 18 minutes 59 seconds West, 60.68 feet; thence North 26 degrees 09 minutes 48 seconds West, 130.00 feet; thence North 58 degrees 59 minutes 55 seconds East, 57.35 feet; thence North 49 degrees 43 minutes 44 seconds East, 60.05 feet; thence North 48 degrees 47 minutes 19 seconds East, 68.31 feet; thence North 50 degrees 36 minutes 03 seconds East, 68.31 feet; thence North 56 degrees 03 minutes 54 second West, 438.97 feet to a point on the southerly line of Bradford Park, according to the recorded plat thereof; thence South 89 degrees 37 minutes 36 seconds West on said southerly line, 443.76 feet; thence South 00 degrees 22 minutes 24 seconds East on the easterly line of said Bradford Park, 518.90 feet; thence South 89 degrees 37 minutes 36 seconds West on the southerly line of said Bradford Park, 737.27 feet to the point of beginning. (Document No. 973114) AND All that part of the South Half of the Northwest Quarter; that part of the Southwest Quarter of the Northeast Quarter; that part of the North Half of the Southwest Quarter; and that part of the Northwest Quarter of the Southeast Quarter, all in Section 36, Township 33 North, Range 26 West, Sherburne County, Minnesota, described as follows: Commencing at the West Quarter corner of said Section 36; thence South 00 degrees 22 minutes 24 seconds East (assumed bearing) on the west line of said Southwest Quarter, 1335.49 feet to the southwest corner of the North Half of the Southwest Quarter of said Section 36; thence South 89 degrees 28 minutes 17 seconds East on the south line of said North Half of the Southwest Quarter, 1468.83 feet to the point of beginning; thence North 00 degrees 22 minutes 24 seconds West, 1101.21 feet; thence North 66 degrees 08 minutes 44 seconds East, 27.04 feet; thence North 27 degrees 12 minutes 25 seconds West, 130.00 feet; thence North 35 degrees 18 minutes 59 seconds West, 60.68 feet; thence North 26 degrees 09 minutes 48 seconds West, 130.00 feet; thence North 58 degrees 59 minutes 55 seconds East, 57.35 feet; thence North 49 degrees 43 minutes 44 seconds East, 60.05 feet; thence North 48 degrees 47 minutes 19 seconds East, 68.31 feet; thence North 50 degrees 36 minutes 03 seconds East, 68.31 feet; thence North 56 degrees 03 minutes 54 second West, 438.97 feet to a point on the easterly line of Bradford Park, according to the recorded plat thereof; thence North 33 degrees 40 minutes 54 seconds East on said easterly line, 583.98 feet; thence North 80 degrees 01 minutes 04 seconds East, 113.47 feet; thence South 84 degrees 59 Page 61 of 299 minutes 53 seconds East, 177.70 feet; thence North 87 degrees 18 minutes 17 seconds East, 86.24 feet; thence South 10 degrees 06 minutes 17 seconds East, 152.07 feet; thence easterly 39.12 feet on a 155.00 foot radius curve, not tangent to previous line, concave to the south, having a central angle of 14 degrees 27 minutes 41 seconds and a 39.02 foot chord that bears North 78 degrees 34 minutes 13 seconds East; thence North 85 degrees 48 minutes 03 seconds East, 84.02 feet; thence South 04 degrees 11 minutes 57 seconds East, 60.00 feet; thence South 33 degrees 43 minutes 35 seconds East, 187.93 feet; thence North 81 degrees 15 minutes 50 seconds East, 485.76 feet; thence North 76 degrees 11 minutes 32 seconds East, 113.76 feet; thence northwesterly 58.87 feet on a 320.00 foot radius curve, concave to the southwest, not tangent to previous line, having a central angle of 10 degrees 32 minutes 27 seconds and a 58.79 foot chord that bears North 33 degrees 39 minutes 07 seconds West; thence North 51 degrees 04 minutes 39 seconds East, not tangent to previous curve, 60.00 feet; thence southeasterly 69.99 feet on a 380.00 foot radius curve, concave to the southwest, not tangent to previous line, having a central angle of 10 degrees 33 minutes 11 seconds and a 69.89 foot chord that bears South 33 degrees 38 minutes 45 seconds East; thence North 88 degrees 36 minutes 24 seconds East, not tangent to previous curve, 120.98 feet; thence North 75 degrees 28 minutes 40 seconds East, 93.11 feet; thence North 67 degrees 13 minutes 39 seconds East, 83.96 feet; thence North 56 degrees 33 minutes 16 seconds East, 87.17 feet; thence North 45 degrees 52 minutes 17 seconds East, 85.73 feet; thence North 66 degrees 52 minutes 14 seconds East, 72.21 feet; thence North 50 degrees 36 minutes 51 seconds East, 67.31 feet; thence North 28 degrees 20 minutes 43 seconds East, 77.90 feet; thence North 04 degrees 25 minutes 54 seconds East, 64.15 feet; thence North 89 degrees 56 minutes 01 seconds East, 534.72 feet to a point on the west line of Sherburne County Right of Way Plat No. 30, according to the recorded plat thereof; thence South 00 degrees 03 minutes 59 seconds East on said west line, 1137.15 feet; thence South 00 degrees 10 minutes 01 seconds East on said west line, 275.32 feet to a point on the north line of the South 660 feet of the North 936 feet of the Northwest Quarter of the Southeast Quarter of said Section 36; thence North 89 degrees 18 minutes 10 seconds West on said north line, 610.07 feet to a point on the west line of the East 660 feet of said Northwest Quarter of the Southeast Quarter; thence North 64 degrees 09 minutes 06 seconds West, 44.65 feet; thence South 69 degrees 33 minutes 22 seconds West, 132.57 feet; thence North 15 degrees 58 minutes 16 seconds West, 35.87 feet; thence North 20 degrees 26 minutes 38 seconds West, 94.24 feet; thence South 69 degrees 33 minutes 22 seconds West, 40.74 feet; thence southwesterly 25.08 feet on a 340.00 foot radius curve, concave to the southeast, having a central angle of 04 degrees 13 minutes 38 seconds; thence North 24 degrees 40 minutes 16 seconds West, not tangent to previous curve, 190.00 feet; thence South 63 degrees 08 minutes 17 seconds West, 40.52 feet; thence South 58 degrees 45 minutes 24 seconds West, 40.52 feet; thence South 54 degrees 22 minutes 31 seconds West, 40.52 feet; thence South 49 degrees 59 minutes 38 seconds West, 40.52 feet; thence South 46 degrees 50 minutes 25 seconds West, 384.21 feet; thence South 80 degrees 58 minutes 12 seconds West, 172.95 feet; thence South 66 degrees 05 minutes 28 seconds West, 49.53 feet; thence South 47 degrees 39 minutes 33 seconds West, 70.86 feet; thence South 25 degrees 55 minutes 59 seconds West, 70.86 feet; thence South 05 degrees 51 minutes 31 seconds West, 60.19 feet; thence South 14 degrees 42 minutes 36 seconds East, 74.04 feet; thence South 50 degrees 06 minutes 29 seconds West, 991.35 feet to the point of beginning. (Document No. 981101) Page 62 of 299 EXHIBIT B CONDITIONS OF APPROVAL 1.Council approval of a Development Agreement outlining the responsibilities of the developer. 2.The applicant must receive final approval of all state and federal wetland permits and applications prior to recording. 3.The Water Availability Charge shall be paid in the amount required by the city when the final plat is released for recording. 4.A Letter of Credit shall be provided to the city in the amount of 100% of the costs of the public improvements. 5.Upon completion of all improvements and acceptance by the city, a security or warranty in a form acceptable to the Public Works Director must be secured. 6.The Development Plan shall be approved by the public works director prior to issuance of building permits. 7.Staff approval of all site, civil, and landscaping plans. 8.All mailboxes shall be clustered. 9.The developer shall convey lands identified for Park Dedication, consistent with the preliminary plat approval. 10.A pro-rated park dedication fee shall be paid for 113 single-family lots. 11.Any item or condition found that indicates the site is likely to yield information important to pre-history or history shall be reported to the city immediately. Further, the city reserves the right to stop work authorized in its approval until the site is appropriately investigated and work is authorized. Page 63 of 299 229446v1 (reserved for recording information) DEVELOPMENT CONTRACT (Developer Installed Improvements) BRADFORD PARK SECOND ADDITION CONTRACT dated July 21, 2025, by and between the CITY OF ELK RIVER, a Minnesota municipal corporation (“City”), and U.S. Home, LLC a Delaware Limited Liability Company (the “Developer”). 1. REQUEST FOR PLAT APPROVAL. The Developer has asked the City to approve a plat for Bradford Park Second Addition (referred to in this Contract as the "plat"). The land is situated in the County of Sherburne, State of Minnesota, and is legally described in Exhibit A. 2. CONDITIONS OF PLAT APPROVAL. The City hereby approves the plat on condition that the Developer enter into this Contract, furnish the security required by it, and record the plat with the County Recorder or Registrar of Titles within two years after the City Council approves the final plat. 3. RIGHT TO PROCEED. Within the plat or land to be platted, the Developer may not grade or otherwise disturb the earth or remove trees, unless a grading permit has been approved by the City Engineer following approval of a preliminary plat by the City Council, construct sewer lines, water lines, streets, utilities, public or private improvements, or any buildings until all the following conditions have been satisfied: 1) this agreement has been fully executed by both parties and filed with the City Clerk, 2) the necessary security has been received by the City, 3) the necessary insurance for the Developer and its construction contractors has been received by the City, 4) the plat has been filed with the Sherburne County Recorder or Registrar of Titles’ office, and 5) all required permits are secured and a copy filed with the City Engineer. Page 64 of 299 229446v1 4. PHASED DEVELOPMENT. If the plat is a phase of a multi-phased preliminary plat, the City may refuse to approve final plats of subsequent phases if the Developer has breached this Contract and the breach has not been remedied. Development of subsequent phases may not proceed until Development Contracts for such phases are approved by the City. Park dedication charges referred to in this Contract are not being imposed on outlots, if any, in the plat that are designated in an approved preliminary plat for future subdivision into lots and blocks. Such charges will be calculated and imposed when the outlots are final platted into lots and blocks. 5. PRELIMINARY PLAT STATUS. If the plat is a phase of a multi-phased preliminary plat, the preliminary plat approval for all phases not final platted shall lapse and be void unless final platted into lots and blocks, not outlots, within five (5) years after preliminary plat approval. 6. CHANGES IN OFFICIAL CONTROLS. For two (2) years from the date of this Contract, no amendments to the City’s Comprehensive Plan, except an amendment placing the plat in the current metropolitan urban service area, or official controls shall apply to or affect the use, development density, lot size, lot layout or dedications of the approved plat unless required by state or federal law or agreed to in writing by the City and the Developer. Thereafter, notwithstanding anything in this Contract to the contrary, to the full extent permitted by state law, the City may require compliance with any amendments to the City’s Comprehensive Plan, official controls, platting or dedication requirements enacted after the date of this Contract. 7. DEVELOPMENT PLANS. The Subdivision shall be developed in accordance with the following plans (The Plans). The Plans shall not be attached to this Agreement. With the exception of Plans A, B and E, the Plans may be prepared, subject to the City Engineer’s approval, after entering into this Agreement, but before commencement of any work in the Development. The City Engineer may approve minor amendments to Plan B without City Council approval. If the Plans vary from the written terms of this Contract, the written terms shall control. The Plans are: Plan A - Plat Plan B - Final Grading, Drainage, and Erosion Control Plan & SWPPP Plan C - Plans and Specifications for Public Improvements Page 65 of 299 229446v1 Plan D – Landscape Plan Plan E – Storm water Management Plan detailing long term ownership, maintenance schedules and procedures for all stormwater facilities as required by the City’s MS4 permit Plan F – Development Plan, to include the items described in Exhibit xxx 8. IMPROVEMENTS. The Developer shall install and pay for the following: A. Sanitary Sewer System B. Water System C. Storm Sewer System D. Streets E. Concrete Curb and Gutter F. Street Lights G. Site Grading, Stormwater Treatment/Infiltration Basins, and Erosion Control H. Underground Utilities I. Setting of Iron Monuments J. Surveying and Staking K. Sidewalks and Trails L. Retaining Walls M. Landscaping The improvements shall be installed in accordance with the City subdivision ordinance; City standard specifications for utility and street construction; and any other ordinances including Section 30-416 of the City Code concerning erosion and drainage and Section 46-39 prohibiting grading, construction activity, and the use of power equipment on Sundays and between the hours of 9:00 p.m. and 7:00 a.m. Monday through Saturday. The Developer shall submit plans and specifications which have been prepared by a competent registered professional engineer to the City for approval by the City Engineer. The Developer shall instruct its engineer to provide adequate field inspection personnel to assure an acceptable level of quality control to the extent that the Developer’s engineer will be able to certify that the construction work meets the approved City standards as a condition of City acceptance. Page 66 of 299 229446v1 In addition, the City may, at the City’s discretion and at the Developer’s expense, have one or more City inspectors and a soil engineer inspect the work on a full or part-time basis. The Developer, its contractors and subcontractors, shall follow all instructions received from the City’s inspectors. The Developer’s engineer shall provide for on-site project management. The Developer’s engineer is responsible for design changes and contract administration between the Developer and the Developer’s contractor. The Developer or its engineer shall schedule a pre- construction meeting at a mutually agreeable time at the City with all parties concerned, including the City staff, to review the program for the construction work. In accordance with Minnesota Statutes 505.021, the final placement of iron monuments for all lot corners must be completed before the applicable security is released. The Developer’s surveyor shall also submit a written notice to the City certifying that the monuments have been installed following site grading, utility and street construction. 9. PERMITS. The Developer shall obtain or require its contractors and subcontractors to obtain all necessary permits, which may include: A. Sherburne County for County Road Access and Work in County Rights-of-Way B. MnDot for State Highway Access C. MnDot for Work in Right-of-Way D. Minnesota Department of Health for Watermains E. MPCA NPDES Permit for Construction Activity F. MPCA for Sanitary Sewer and Hazardous Material Removal and Disposal G. DNR for Dewatering and water appropriations H. Army Corps of Engineers for construction of sedimentation ponds I. City of Elk River for Building Permits J. MCES for Sanitary Sewer Connections K. City of Elk River for Retaining Walls 10. DEWATERING. Due to the variable nature of groundwater levels and stormwater flows, it will be the Developer’s and the Developer’s contractors and subcontractors’ responsibility to satisfy themselves with regard to the elevation of groundwater in the area and the level of effort needed to perform dewatering and Page 67 of 299 229446v1 storm flow routing operations. All dewatering shall be in accordance with all applicable county, state, and federal rules and regulations. DNR regulations regarding appropriations permits shall also be strictly followed. 11. TIME OF PERFORMANCE. The Developer shall install all required public improvements by November 30, 2025, except for the final wear course of asphalt on streets. The final wear course on streets shall be installed between August 15th and October 15th the first summer after the base layer of asphalt has been in place one freeze thaw cycle. The Developer may, however, request an extension of time from the City. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. Final wear course placement outside of this time frame must have the written approval of the City Engineer. No street construction will be allowed after October 15 or prior to May 15 unless approved by the City Engineer. 12. LICENSE. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the plat to perform all work and inspections deemed appropriate by the City in conjunction with plat development. 13. EROSION CONTROL. Prior to initiating site grading, the erosion control plan, Plan B, shall be implemented by the Developer and inspected and approved by the City. The City may impose additional erosion control requirements if they would be beneficial. All areas disturbed by the grading operations shall be stabilized per the MPCA Stormwater Permit for Construction Activity. Seed shall be in accordance with the City’s current seeding specification which may include temporary seed to provide ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion. If the Developer does not comply with the MPCA Stormwater Permit for Construction Activity or with the erosion control plan and schedule or supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer’s and City’s rights or obligations hereunder. If the Developer does not reimburse the City for any cost the City incurred for such work within thirty (30) days upon receipt of written notice, the City may draw down the letter of Page 68 of 299 229446v1 credit to pay any costs. No development, utility or street construction will be allowed and no building permits will be issued unless the plat is in full compliance with the approved erosion control plan. 14. GRADING. The plat shall be graded in accordance with the approved grading development and erosion control plan, Plan “B”. The plan shall conform to City of Elk River specifications. Within thirty (30) days after completion of the grading and before the City approves individual building permits (except six (6) model home permits on lots acceptable to the Building Official), the Developer shall provide the City with an “as constructed” grading plan certified by a registered land surveyor or engineer that all storm water treatment/infiltration basins and swales, have been constructed on public easements or land owned by the City. The “as constructed” plan shall include field verified elevations of the following: a) cross sections of storm water treatment/infiltration basins; b) location and elevations along all swales, wetlands, wetland mitigation areas if any, locations and dimensions of borrow areas/stockpiles, and installed “conservation area” posts; and c) lot corner elevations and house pads, and all other items listed in City Code. The City will withhold issuance of building permits until the approved certified grading plan is on file with the City and all erosion control measures are in place as determined by the City Engineer. The Developer certifies to the City that all lots with house footings placed on fill have been monitored and constructed to meet or exceed FHA/HUD 79G specifications. The soils observation and testing report, including referenced development phases and lot descriptions, shall be submitted to the Building Official for review prior to the issuance of building permits. Before a building permit is issued, a cash escrow of $1,000.00 per lot shall be furnished to the City to guarantee compliance with the erosion control and grading requirements and the submittal of an as-built certificate of survey. Prior to the release of the required individual lot grading and erosion control security that is submitted with the building permit, an as-built certificate of survey for single family lots must be submitted to verify that the final as-built grades and elevations of the specific lot and all building setbacks are consistent with the approved grading plan for the development, and amendments thereto as approved by the City Engineer, and that all required property monuments are in place. If the final grading, erosion control and as-built survey is not timely completed, the City may, upon ten (10) days written notice, enter the lot, perform the work, and apply the cash Page 69 of 299 229446v1 escrow toward the cost. Upon satisfactory completion of the grading, erosion control and as-built survey, the escrow funds, without interest, less any draw made by the City, shall be returned to the person who deposited the funds with the City. A certified as-built building pad survey must be submitted and approved for commercial, industrial or institutional developments prior to issuance of a building permit. 15. CLEAN UP. The Developer shall clean dirt and debris from streets that has resulted from construction work by the Developer, home builders, subcontractors, their agents or assigns. Prior to any construction in the plat, the Developer shall identify in writing a responsible party and schedule for erosion control, street cleaning, and street sweeping. 16. OWNERSHIP OF IMPROVEMENTS. Upon completion of the work and construction required by this Contract and final acceptance by the City, the public improvements lying within public easements shall become City property without further notice or action. No improvements will be accepted prior to all disturbed areas of the site being fully vegetated and functioning in accordance with the approved construction and storm water management plans. 17. CITY ENGINEERING ADMINISTRATION, CONSTRUCTION OBSERVATION AND AS-BUILT RECORD DRAWING PREPARATION. Developer shall reimburse the City for all the City’s costs and expenses incurred in the processing of the Subdivision and installation of improvements, including review of plans and construction observation and in regard to any action or event of default by Developer, resulting in any suit or proceeding at law or in equity to which the City shall become a party in reference to the Developer’s interest in the Development. Reimbursement shall be due and payable to the City within thirty (30) days following the receipt of a statement therefore. The Developer shall post a cash escrow in the amount of five percent (5%) of the estimated costs of the Improvements. This escrow will be drawn from as the project progresses to cover the City’s ongoing costs and expenses relating to administration and construction observation of the Improvements. City administration will include, but is not limited to, supervision of construction observation, consultation with Developer and its engineer on status or problems regarding the Page 70 of 299 229446v1 project, coordination for final inspection and acceptance, project monitoring during the warranty period, and processing of requests for reduction in security. Construction observation shall include full to part time inspection of all work associated with the Improvements. Based on past experience it is estimated that an escrow of five percent (5%) shall be sufficient to cover the City related expenses associated with the work. Delays, change in work scope, contractor performance, etc. can all contribute to this amount not being sufficient. All City costs experienced in excess of the escrow are the responsibility of the Developer. These costs will be billed directly to the Developer and become due per the terms stated in Section xx. Upon acceptance of all completed improvements, as required by this agreement, any remaining balance will be returned to the developer within 30 days. 18. WATER AVAILABILITY CHARGE. Developer shall pay the Water Availability Charge identified in the city’s fee schedule at the time of Final Plat recording. The current amount is Fourty-Four Thousand, Seventy Eight and 00/100 dollars ($44,070.00), ($390 per lot). The balance of Water Access Charges shall be paid at the time of building permit, by the permit applicant. 19. CONSTRUCTION ACCESS. Construction traffic access and egress for grading, public utility construction, and public street construction is restricted to access the subdivision via Cleveland Street and Twin Lakes Parkway utilizing the access from Cleveland Street. No construction traffic is permitted on the adjacent local streets. 20. PARK DEDICATION. The Developer shall pay a cash contribution of $79,061.58 in satisfaction of the City’s park dedication requirements. The charge was calculated as follows: 113 lots at $699.66 per lot. Additionally, the developer will convey, by warranty deed, Outlots D, J, and F, providing 19.66 acres of upland property as park dedication. City ordinance requires a land dedication of 36.63 acres (.0846 acres x 433 homes) and the agreed upon land dedication comes to 29.87 acres, which satisfies 81.5% of the dedication requirements. The remaining 18.5% will be paid in cash. The remaining land dedication of 10.21 acres will be included with a future addition. The total cash dedication of $245,580.30 for the Bradford Park Subdivision was calculated by multiplying the total number of lots within the proposed development (433 lots) by the per lot cash dedication rate noted in Page 71 of 299 229446v1 the fee schedule ($3,065.73/lot) to arrive at $1,327,461.09. The fee was then reduced by 81.5% to reach a prorated value after accounting for the land dedication. The outstanding fee will be paid on a per-lot basis, but the cost will be spread out over 351 lots rather than the full 433 as the first phase of 82 lots did not pay any park dedication fees. The park dedication fee will be $699.66/lot for all remaining additions. 21. LANDSCAPING. Unless the lot already has two (2) trees on it, the Developer or lot purchaser shall plant sufficient trees so that there are at least two (2) trees on every lot in the plat, one of which must be planted in the front yard. Trees that are chosen by the Developer or property owner cannot cause a public nuisance, such as cotton producing trees, or trees that may become a public hazard due to insect infestation or weak bark. The minimum deciduous tree size shall be two (2) inches caliper, balled and burlapped. Evergreen trees must be at least eight feet (8’) tall. The trees may not be planted in the right-of-way. The Developer or lot purchaser shall sod the front yard, boulevard, and side yards to the rear of the structure on every lot. Weather permitting, the trees, sod, and seed shall be planted within sixty (60) days after a home has received a certificate of occupancy. Before a certificate of occupancy is issued, a cash escrow of no less than $1,000.00 per lot shall be furnished to the City to guarantee compliance with the landscaping requirements. If the landscaping is not completed in a timely manner, the City may enter the lot, perform the work, and apply the cash escrow toward the cost. Upon satisfactory completion of the landscaping the escrow funds, without interest, less any draw made by the City, shall be returned to the person who deposited the funds with the City. All trees shall be warranted to be alive, of good quality, and disease free for twelve (12) months after planting. Any replacements shall be warranted for twelve (12) months from the time of planting. The Developer or property owner is responsible for contacting the City when all the landscaping has been installed to set up an inspection. Fifty percent (50%) of the security will be released when all the landscaping has been installed and inspected by City staff and the remaining fifty percent (50%) will be released one year after the landscaping inspection and any warranty work has been completed. All trees shall be warranted to be alive, of good quality, and disease free for twelve (12) months after planting. Any replacements shall be warranted for twelve (12) months from the time of planting. The Developer Page 72 of 299 229446v1 or property owner is responsible for contacting the City when all the landscaping has been installed to set up an inspection. 22. WETLAND MITIGATION. If the Developer proposes the filling of wetlands in connection with development of the Subdivision said wetlands shall not be filled prior to receipt of necessary permits from appropriate regulatory agencies to fill wetlands as proposed by the Developer and approval by the Technical Evaluation Panel of the proposed mitigation plan for wetlands filling. If these permits are denied, or approval of the wetland permit and mitigation plan is subject to conditions which significantly impact the Subdivision, the final plat for the Subdivision shall be replatted and resubmitted to the City Council for consideration of changes required for the wetland approvals. The City shall receive a copy of the monitoring report annually for three years. 23. SPECIAL PROVISIONS. The following special provisions shall apply to plat development: A. Compliance with City Resolution No. _____ granting final plat approval and the conditions stated therein. B. Ater all public improvements have been constructed and accepted by the City, the Developer shall convey Outlots A, D, J, and F to the City by warranty deed, free and clear of any and all encumbrances. C. The Developer shall install a temporary turnaround on the south end of Edison Street until it is extended to the south with a future phase of the BRADFORD PARK development. The temporary turnaround must be paved within one year of construction unless the roadway is extended. Before the City signs the final plat, the Developer shall furnish the City an appropriately executed public temporary turnaround easement, in recordable form. D. Prior to City Council releasing the final plat, the Developer shall furnish a boundary survey of the proposed property to be platted with all property corner monumentation in place and marked with lath and a flag. Any encroachments on or adjacent to the property shall be noted on the survey. The Developer shall post a $11,300 security for the final placement of interior subdivision iron monuments at property corners. The security was calculated as follows: 113 lots at $100.00 per lot. The security Page 73 of 299 229446v1 will be held by the City until the Developer's land surveyor certifies that all irons have been set following site grading and utility and street construction. In addition, the certificate of survey must also include a certification that all irons for a specific lot have either been found or set prior to the issuance of a building permit for that lot. E. The Developer shall be responsible for the cost of street light installation consistent with a street lighting plan approved by the City and Elk River Municipal Utilities. F. The Developer is required to submit the final plat in electronic format. The electronic format shall be either AutoCAD.DWG file or a .DXF file. All construction record drawings (e.g., grading, utilities, streets) shall be in electronic format in accordance with standard City specifications. All constructed public utilities shall be field surveyed after construction with all location, elevation, and data attributes information, deliverable to the City in an approved sub-foot accurate GIS/GPS format. G. Until the Improvements are accepted by the City or a written agreement expressly reached in advance, the Developer is responsible for snow removal and ensuring access by Emergency Response vehicles and equipment. H. All mailboxes shall be clustered and in a style and location acceptable to the City. I. The Developer shall convey to the City, prior to the final approval of plans and specifications and at no cost to the City, all permanent and temporary easements for the installation and maintenance of all Improvements determined to be necessary by the City. All such easements shall be in recordable form acceptable to the City and contain such terms and conditions as the City may prescribe. 24. SUMMARY OF SECURITY REQUIREMENTS. To guarantee compliance with the terms of this Contract, payment of real estate taxes including interest and penalties, payment of special assessments, payment of the costs of all public improvements, and construction of all public improvements, the Developer shall furnish the City with a cash escrow, or letter of credit, in the form attached hereto, from a bank ("security") for $ 6,469,647.60. The security was calculated as follows: CONSTRUCTION COSTS: Page 74 of 299 229446v1 A. Sanitary Sewer $ 1,080,017.50 B. Watermain $ 1,267,984.00 C. Storm Sewer/Draintile $ 1,908,098.05 D. Streets $ 2,202,248.05 CONSTRUCTION SUB-TOTAL $ $ 6,458,347.60 OTHER COSTS: A. Lot Corners/Iron Monuments $ 11,300.00 OTHER COSTS SUB-TOTAL $ 11,300.00 TOTAL SECURITIES: $ 6,469,648.60 This breakdown is for historical reference; it is not a restriction on the use of the security. The bank shall be subject to the approval of the City Administrator. The City may draw down the security, on five (5) business days written notice to the Developer, for any violation of the terms of this Contract or without notice if the security is allowed to lapse prior to the end of the required term. If the required public improvements are not completed at least thirty (30) days prior to the expiration of the security, the City may also draw it down without notice. If the security is drawn down, the proceeds shall be used to cure the default. Upon receipt of proof satisfactory to the City that work has been completed and financial obligations to the City have been satisfied, with City approval the security may be reduced from time to time by ninety percent (90%) of the financial obligations that have been satisfied. Ten percent (10%) of the amounts certified by the Developer's engineer shall be retained as security until all improvements have been completed, all financial obligations to the City satisfied, the required "as constructed" plans have been received by the City, a warranty security is provided, and the public improvements are accepted by the City Council. The City’s standard specifications for utility and street construction outline procedures for security reductions. 25. SUMMARY OF CASH REQUIREMENTS. The following is a summary of the cash requirements under this Contract which must be furnished to the City prior to the City Council signing the final plat: Page 75 of 299 229446v1 A. Park Dedication $ 79,061.58 B. City Engineering Administration $ 322,917.40 C. Water Availability Charge $ 44,070.00 TOTAL CASH REQUIREMENTS $ 446,048.98 26. WARRANTY. The Developer warrants all improvements required to be constructed by it pursuant to this Contract against poor material and faulty workmanship. The warranty period for streets is one year. The warranty period for underground utilities is two years and shall commence following completion and acceptance by City Council. The one year warranty period on streets shall commence after the final wear course has been installed and accepted by the City Council. The Developer shall post maintenance bonds in the amount of twenty-five percent (25%) of final certified construction costs to secure the warranties. The City shall retain ten percent (10%) of the security posted by the Developer until the maintenance bonds are furnished to the City or until the warranty period expires, whichever first occurs. The retainage may be used to pay for warranty work. The City’s standard specifications for utility and street construction identify the procedures for final acceptance of streets and utilities. 27. RESPONSIBILITY FOR COSTS. A. Except as otherwise specified herein, the Developer shall pay all costs incurred by it or the City in conjunction with the development of the plat, including but not limited to Soil and Water Conservation District charges, legal, planning, engineering and construction observation inspection expenses incurred in connection with approval and acceptance of the plat, the preparation of this Contract, review of construction plans and documents, and all costs and expenses incurred by the City in monitoring and inspecting development of the plat. B. The Developer shall hold the City and its officers, employees, and agents harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from plat approval and development. The Developer shall indemnify the City and its officers, employees, and agents for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including attorneys' fees. Page 76 of 299 229446v1 C. The Developer shall reimburse the City for costs incurred in the enforcement of this Contract, including engineering and attorneys' fees. D. The Developer shall pay, or cause to be paid when due, and in any event before any penalty is attached, all special assessments referred to in this Contract. This is a personal obligation of the Developer and shall continue in full force and effect even if the Developer sells one or more lots, the entire plat, or any part of it. E. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Contract within thirty (30) days after receipt. If the bills are not paid on time, the City may halt plat development and construction until the bills are paid in full. Bills not paid within thirty (30) days shall accrue interest at the rate of eighteen percent (18%) per year. Additionally, the Developer shall pay in full all bills submitted to it by the City prior to any reductions in the security for the development. F. In addition to the charges and special assessments referred to herein, other charges and special assessments may be imposed such as but not limited to sewer availability charges ("SAC"), City water connection charges, City sewer connection charges, and building permit fees. 28. DEVELOPER’S DEFAULT. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer, except in an emergency as determined by the City, is first given notice of the work in default, not less than forty-eight (48) hours in advance. This Contract is a license for the City to act, and it shall not be necessary for the City to seek a Court order for permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 29. MISCELLANEOUS. A. The Developer represents to the City that the plat complies with all city, county, metropolitan, state, and federal laws and regulations, including but not limited to: subdivision ordinances, zoning ordinances, and environmental regulations. If the City determines that the plat does not comply, the Page 77 of 299 229446v1 City may, at its option, refuse to allow construction or development work in the plat until the Developer does comply. Upon the City's demand, the Developer shall cease work until there is compliance. B. Third parties shall have no recourse against the City under this Contract. C. Breach of the terms of this Contract by the Developer shall be grounds for denial of building permits, including lots sold to third parties. D. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Contract is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. E. Grading, curbing, and one lift of asphalt shall be installed on all public and private streets prior to issuance of any building permits, except six model homes on lots acceptable to the Building Official where access to the model homes for emergency vehicles is provided and maintained at all times. F. If building permits are issued prior to the acceptance of public improvements, the Developer assumes all liability and costs resulting in delays in completion of public improvements and damage to public improvements caused by the City, Developer, its contractors, subcontractors, material men, employees, agents, or third parties. No sewer and water connections or inspections may be conducted and no one may occupy a building for which a building permit is issued on either a temporary or permanent basis until the streets needed for access have been paved with a bituminous surface and the utilities are accepted by the City Engineer. G. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Contract. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Contract shall not be a waiver or release. H. This Contract shall run with the land and may be recorded against the title to the property. In the event this Contract is recorded, upon request by Developer, the City covenants to provide a recordable Certificate of Completion within a reasonable period of time following the request, upon the completion of the work and responsibilities required herein, payment of all costs and fees required and Page 78 of 299 229446v1 compliance with all terms of the Contract. A release of this Contract may be provided in the same manner and subject to the same conditions as a Certificate of Completion provided there are no outstanding or ongoing obligations of Developer under the terms of this Contract. The Developer covenants with the City, its successors and assigns, that the Developer is well seized in fee title of the property being final platted and/or has obtained consents to this Contract, in the form attached hereto, from all parties who have an interest in the property; that there are no unrecorded interests in the property being final platted; and that the Developer will indemnify and hold the City harmless for any breach of the foregoing covenants. I. Insurance. Developer and Contractor shall provide a copy of the Development Contract to their insurance professional for verification that the certificate of insurance is in compliance with the requirements of the Development Contract. Prior to execution of the final plat, Developer and its general contractor shall furnish to the City a certificate of insurance showing proof of the required insurance required under this Paragraph. Developer and its general contractor shall take out and maintain or cause to be taken out and maintained until six (6) months after the City has accepted the public improvements, such insurance as shall protect Developer and its general contractor and the City for work covered by the Contract including workers’ compensation claims and property damage, bodily and personal injury which may arise from operations under this Contract, whether such operations are by Developer and its general contractor or anyone directly or indirectly employed by either of them. The minimum amounts of insurance shall be as follows: Commercial General Liability (or in combination with an umbrella policy) $2,000,000 Each Occurrence $2,000,000 Products/Completed Operations Aggregate $2,000,000 Annual Aggregate The following coverages shall be included: Premises and Operations Bodily Injury and Property Damage Personal and Advertising Injury Blanket Contractual Liability Products and Completed Operations Liability Page 79 of 299 229446v1 Automobile Liability $2,000,000 Combined Single Limit – Bodily Injury & Property Damage Including Owned, Hired & Non-Owned Automobiles Workers Compensation Workers’ Compensation insurance in accordance with the statutory requirements of the State of Minnesota, including Employer’s Liability with minimum limits are as follows: •$500,000 – Bodily Injury by Disease per employee •$500,000 – Bodily Injury by Disease aggregate •$500,000 – Bodily Injury by Accident The Developer’s and general contractor’s insurance must be “Primary and Non-Contributory”. All insurance policies (or riders) required by this Contract shall be (i) taken out by and maintained with responsible insurance companies organized under the laws of one of the states of the United States and qualified to do business in the State of Minnesota, (ii) shall name the City, its employees and agents as additional insureds (CGL and umbrella only) by endorsement which shall be filed with the City and (iii) shall identify the name of the plat. A copy of the endorsement must be submitted with the certificate of insurance. Developer’s and general contractor’s policies and Certificate of Insurance shall contain a provision that coverage afforded under the policies shall not be cancelled without at least thirty (30) days’ advanced written notice to the City, or ten (10) days’ notice for non-payment of premium. An Umbrella or Excess Liability insurance policy may be used to supplement Developer’s or general contractor’s policy limits on a follow-form basis to satisfy the full policy limits required by this Contract. J. Indemnification. To the fullest extent permitted by law, Developer agrees to defend, indemnify and hold harmless the City, and its employees, officials, and agents from and against all claims, actions, damages, losses and expenses, including reasonable attorney fees, arising out of Developer’s negligence or its performance or failure to perform its obligations under this Contract. Developer’s indemnification obligation shall apply to Developer’s general contractor, subcontractor(s), or anyone directly or indirectly employed or hired by Developer, or anyone for whose acts Developer may be Page 80 of 299 229446v1 liable. Developer agrees this indemnity obligation shall survive the completion or termination of this Contract. K. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. L. The Developer may not assign this Contract without the written permission of the City Council. The Developer's obligation hereunder shall continue in full force and effect even if the Developer sells one or more lots, the entire plat, or any part of it, until the City’s issuance of a Certificate of Completion and Release. M. Retaining walls that require a building permit shall be constructed in accordance with plans and specifications prepared by a structural or geotechnical engineer licensed by the State of Minnesota. Following construction, a certification signed by the design engineer shall be filed with the Building Official evidencing that the retaining wall was constructed in accordance with the approved plans and specifications. All retaining walls identified on the development plans and by special conditions referred to in this Contract shall be constructed before any other building permit is issued for a lot on which a retaining wall is required to be built. N. Should the Developer convey any lot or lots in the Development to a third party, the City and the owner of that lot or those lots may amend this Development Contract or other city approvals or agreements for development or use of those lots without the approval or consent of the Developer or other lot owners in the Development. Private agreements between the owners of lots within the Development for shared service or access and related matters necessary for the efficient use of the Page 81 of 299 229446v1 Development shall be the responsibility of the lot owners and shall not bind or restrict City authority to approve applications from any lot owner in the Development. 30. NOTICES. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by certified mail at the following address: 16355 36th Avenue N, Suite 100, Plymouth, MN 55446. Notices to the City shall be in writing and shall be either hand delivered to the City Administrator or mailed to the City by certified mail in care of the City Administrator at the following address: Elk River City Hall, 13065 Orono Parkway, Elk River, Minnesota 55330. [The remainder of this page has been intentionally left blank. Signature pages follow.] Page 82 of 299 229446v1 CITY OF ELK RIVER BY: ___________________________________________ John Dietz, Mayor (SEAL) AND __________________________________________ Tina Allard, City Clerk STATE OF MINNESOTA ) )ss. COUNTY OF SHERBURNE ) The foregoing instrument was acknowledged before me this ________ day of ______________, 2025, by John Dietz and by Tina Allard, the Mayor and City Clerk of the City of Elk River, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. ______________________________________________ NOTARY PUBLIC Page 83 of 299 229446v1 DEVELOPER: BY: ___________________________________________ Its Vice President STATE OF MINNESOTA ) )ss. COUNTY OF ________ ) The foregoing instrument was acknowledged before me this ________ day of ______________, 2025, by Jon Aune the Vice President of U.S. Home, LLC. ______________________________________________ NOTARY PUBLIC DRAFTED BY: CAMPBELL, KNUTSON Professional Association Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, MN 55121 Telephone: 651-452-5000 AMP/smt Page 84 of 299 229446v1 FEE OWNER CONSENT TO DEVELOPMENT CONTRACT Millrose Properties Minnesota, LLC, a Minnesota limited liability company, fee owners of all or part of the subject property, the development of which is governed by the foregoing Development Contract, affirm and consent to the provisions thereof and agree to be bound by the provisions as the same may apply to that portion of the subject property owned by them. Dated this _____ day of ____________, 2025. Signed: Millrose Properties Minnesota, LLC, a Minnesota limited liability company, By U.S. Home, LLC, a Delaware limited liability company, Its attorney-in-fact pursuant to recorded power of attorney ______________________________________ Jonathan Aune, Vice President STATE OF MINNESOTA ) )ss. COUNTY OF __________ ) The foregoing instrument was acknowledged before me this _____ day of _____________, 2025, by Jonathan Aune, Vice President of U.S. Home, LLC, a Delaware limited liability company. ________________________________________ NOTARY PUBLIC DRAFTED BY: CAMPBELL KNUTSON Professional Association Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 651-452-5000 AMP/smt Page 85 of 299 229446v1 EXHIBIT “A” TO DEVELOPMENT CONTRACT Legal Description of Property Being Final Platted as Bradford Park Second Addition Outlot C, Bradford Park, according to the recorded plat thereof, City of Elk River, Sherburne County, Minnesota. (Document No. 978489) AND All that part of the South Half of the Northwest Quarter and that part of the North Half of the Southwest Quarter, all in Section 36, Township 33 North, Range 26 West, Sherburne County, Minnesota, described as follows: Commencing at the West Quarter corner of said Section 36; thence South 00 degrees 22 minutes 24 seconds East (assumed bearing) on the west line of said Southwest Quarter, 79.88 feet to the point of beginning; thence South 00 degrees 22 minutes 24 seconds East on said west line, 1255.61 feet to the southwest corner of the North Half of the Southwest Quarter of said Section 36; thence South 89 degrees 28 minutes 17 seconds East on the south line of said North Half of the Southwest Quarter, 1468.83 feet; thence North 00 degrees 22 minutes 24 seconds West, 1101.21 feet; thence North 66 degrees 08 minutes 44 seconds East, 27.04 feet; thence North 27 degrees 12 minutes 25 seconds West, 130.00 feet; thence North 35 degrees 18 minutes 59 seconds West, 60.68 feet; thence North 26 degrees 09 minutes 48 seconds West, 130.00 feet; thence North 58 degrees 59 minutes 55 seconds East, 57.35 feet; thence North 49 degrees 43 minutes 44 seconds East, 60.05 feet; thence North 48 degrees 47 minutes 19 seconds East, 68.31 feet; thence North 50 degrees 36 minutes 03 seconds East, 68.31 feet; thence North 56 degrees 03 minutes 54 second West, 438.97 feet to a point on the southerly line of Bradford Park, according to the recorded plat thereof; thence South 89 degrees 37 minutes 36 seconds West on said southerly line, 443.76 feet; thence South 00 degrees 22 minutes 24 seconds East on the easterly line of said Bradford Park, 518.90 feet; thence South 89 degrees 37 minutes 36 seconds West on the southerly line of said Bradford Park, 737.27 feet to the point of beginning. (Document No. 973114) AND All that part of the South Half of the Northwest Quarter; that part of the Southwest Quarter of the Northeast Quarter; that part of the North Half of the Southwest Quarter; and that part of the Northwest Quarter of the Southeast Quarter, all in Section 36, Township 33 North, Range 26 West, Sherburne County, Minnesota, described as follows: Commencing at the West Quarter corner of said Section 36; thence South 00 degrees 22 minutes 24 seconds East (assumed bearing) on the west line of said Southwest Quarter, 1335.49 feet to the southwest corner of the North Half of the Southwest Quarter of said Section 36; thence South 89 degrees 28 minutes 17 seconds East on the south line of said North Half of the Southwest Quarter, 1468.83 feet to the point of beginning; thence North 00 degrees 22 minutes 24 seconds West, 1101.21 feet; thence North 66 degrees 08 minutes 44 seconds East, 27.04 feet; thence North 27 degrees 12 minutes 25 seconds West, 130.00 feet; thence North 35 degrees 18 minutes 59 seconds West, 60.68 feet; thence North 26 degrees 09 minutes 48 seconds West, 130.00 feet; thence North 58 degrees 59 minutes 55 seconds East, 57.35 feet; thence North 49 degrees 43 minutes 44 seconds East, 60.05 feet; thence North 48 degrees 47 minutes 19 seconds East, 68.31 feet; thence North 50 degrees 36 minutes 03 seconds East, 68.31 feet; thence North 56 degrees 03 minutes 54 second West, 438.97 feet to a point on the easterly line of Bradford Park, according to the recorded plat thereof; thence North 33 degrees 40 minutes 54 seconds East on said easterly line, 583.98 feet; thence North 80 degrees 01 minutes 04 seconds East, 113.47 feet; Page 86 of 299 229446v1 thence South 84 degrees 59 minutes 53 seconds East, 177.70 feet; thence North 87 degrees 18 minutes 17 seconds East, 86.24 feet; thence South 10 degrees 06 minutes 17 seconds East, 152.07 feet; thence easterly 39.12 feet on a 155.00 foot radius curve, not tangent to previous line, concave to the south, having a central angle of 14 degrees 27 minutes 41 seconds and a 39.02 foot chord that bears North 78 degrees 34 minutes 13 seconds East; thence North 85 degrees 48 minutes 03 seconds East, 84.02 feet; thence South 04 degrees 11 minutes 57 seconds East, 60.00 feet; thence South 33 degrees 43 minutes 35 seconds East, 187.93 feet; thence North 81 degrees 15 minutes 50 seconds East, 485.76 feet; thence North 76 degrees 11 minutes 32 seconds East, 113.76 feet; thence northwesterly 58.87 feet on a 320.00 foot radius curve, concave to the southwest, not tangent to previous line, having a central angle of 10 degrees 32 minutes 27 seconds and a 58.79 foot chord that bears North 33 degrees 39 minutes 07 seconds West; thence North 51 degrees 04 minutes 39 seconds East, not tangent to previous curve, 60.00 feet; thence southeasterly 69.99 feet on a 380.00 foot radius curve, concave to the southwest, not tangent to previous line, having a central angle of 10 degrees 33 minutes 11 seconds and a 69.89 foot chord that bears South 33 degrees 38 minutes 45 seconds East; thence North 88 degrees 36 minutes 24 seconds East, not tangent to previous curve, 120.98 feet; thence North 75 degrees 28 minutes 40 seconds East, 93.11 feet; thence North 67 degrees 13 minutes 39 seconds East, 83.96 feet; thence North 56 degrees 33 minutes 16 seconds East, 87.17 feet; thence North 45 degrees 52 minutes 17 seconds East, 85.73 feet; thence North 66 degrees 52 minutes 14 seconds East, 72.21 feet; thence North 50 degrees 36 minutes 51 seconds East, 67.31 feet; thence North 28 degrees 20 minutes 43 seconds East, 77.90 feet; thence North 04 degrees 25 minutes 54 seconds East, 64.15 feet; thence North 89 degrees 56 minutes 01 seconds East, 534.72 feet to a point on the west line of Sherburne County Right of Way Plat No. 30, according to the recorded plat thereof; thence South 00 degrees 03 minutes 59 seconds East on said west line, 1137.15 feet; thence South 00 degrees 10 minutes 01 seconds East on said west line, 275.32 feet to a point on the north line of the South 660 feet of the North 936 feet of the Northwest Quarter of the Southeast Quarter of said Section 36; thence North 89 degrees 18 minutes 10 seconds West on said north line, 610.07 feet to a point on the west line of the East 660 feet of said Northwest Quarter of the Southeast Quarter; thence North 64 degrees 09 minutes 06 seconds West, 44.65 feet; thence South 69 degrees 33 minutes 22 seconds West, 132.57 feet; thence North 15 degrees 58 minutes 16 seconds West, 35.87 feet; thence North 20 degrees 26 minutes 38 seconds West, 94.24 feet; thence South 69 degrees 33 minutes 22 seconds West, 40.74 feet; thence southwesterly 25.08 feet on a 340.00 foot radius curve, concave to the southeast, having a central angle of 04 degrees 13 minutes 38 seconds; thence North 24 degrees 40 minutes 16 seconds West, not tangent to previous curve, 190.00 feet; thence South 63 degrees 08 minutes 17 seconds West, 40.52 feet; thence South 58 degrees 45 minutes 24 seconds West, 40.52 feet; thence South 54 degrees 22 minutes 31 seconds West, 40.52 feet; thence South 49 degrees 59 minutes 38 seconds West, 40.52 feet; thence South 46 degrees 50 minutes 25 seconds West, 384.21 feet; thence South 80 degrees 58 minutes 12 seconds West, 172.95 feet; thence South 66 degrees 05 minutes 28 seconds West, 49.53 feet; thence South 47 degrees 39 minutes 33 seconds West, 70.86 feet; thence South 25 degrees 55 minutes 59 seconds West, 70.86 feet; thence South 05 degrees 51 minutes 31 seconds West, 60.19 feet; thence South 14 degrees 42 minutes 36 seconds East, 74.04 feet; thence South 50 degrees 06 minutes 29 seconds West, 991.35 feet to the point of beginning. (Document No. 981101) Page 87 of 299 The Elk River Vision A welcoming community with revolutionary and spirited resourcefulness, exceptional service, and community engagement that encourages and inspires prosperity Request for Action To City Council Item Number 4.4 Meeting Date July 21, 2025 Prepared By Mitchell Litfin, Street and Park Superintendent Item Description Purchase of an F-350 Truck for Fire Department Reviewed by Justin Femrite Cal Portner Tina Allard Action Requested Approve, by motion, the 2025 Fire Department equipment replacement purchase as scheduled in the Capital Improvement Plan. Background/Discussion The Fire Department requests authorization to purchase a 2026 F-350 fire apparatus and associated equipment. This fire apparatus replaces the Fire Department's existing grass truck and is vital to fighting grass fires around the city. Financial Impact $84,638.91 from the 2025 Equipment Replacement Fund utilizing pricing per MNDOT Contract # 258169 & 259160 Release T-642(S) Mission/Policy/Goal Responsibly grow Attachments 1. MF 41 F-350 4x4 Crew Cab 6.75' box XL 6-26-25 2. ERFDG3 3. ELK RIVER FIRE DEPT QUOTE 035149 4. Elk River Fire 2026 Red Ford F350 Crew Cab Pickup Truck Unit Number GRASS 3 Estimate Page 88 of 299 Midway Ford Commercial Travis Swanson Fleet and Government Sales 651-343-5212 2777 N. Snelling Ave. tswanson@rosevillemidwayford.com Roseville MN 55113 Fax # 651-604-2936 MF41 2026 F350 4X4- Crew Cab- 6.75' Box Standard Automatic Transmission 40/20/40 Vinyl Front Seat Front Tow Hooks Dual Front Air Bags Standard Base Upholstery Rubber Floor Covering AM/FM Radio 4-Wheel ABS Brakes Black Bumpers w/Rear Step Tow Hitch Air Conditioning Matching Full Size Spare Tire Tilt Wheel LT245/75r17 E All Season Tires 6.8L V8 Sync Shift on Fly 4x4 Rear View Camera Power Windows Power Locks Options Code Price Select LT275/70r18E AT Tires TDX $241 x 18" Steel Wheels 64F $414 x Exterior Colors Code Select Cloth 40/20/40 Seat 1S $286 x Argon Blue Metallic E9 XL Chrome Package 96V $296 x Race Red PQ x Snow Plow/Camper Pkg 47B $277 x Avalanche DR Vehicle Integration System 18A $364 x Agate Black UM Dual Batteries 86M $191 x Carbonized Gray Metallic M7 410 Amp Alternators 67B $104 x Iconic Silver Metallic JS Brake Controller 52B $273 x Oxford White Z1 Running Boards 18B $405 x Spray-In Bedliner 85S $569 x Wheel Well Liners 61N $296 x Extended Service Contracts Cost Select Mud Flaps 61S $119 x 7 year/75,000 mile $2,970 Upfitter Switches 66S $210 x PremiumCare Warranty FX4 Offroad Pkg 17X $501 x (Bumper to Bumper) 11,499 GVWR Option Total $4,546 You must have a active FIN code to participate in this Base Price Totals purchase contract : FIN code # 6.8 Gas $47,523.84 Purchase Order required prior to order placement Options Price Totals $4,546.00 Extended Warranty PO # Transit Impr Excise Tax Tax Exempt Lic 6.875% Sales Tax Name of Organization Document fee Sub total per vehicle $52,069.84 Number of Vehicles 1 Address Grand Total for all units $52,069.84 City, State, Zip Acceptance Signature Contact Person/ Phone # Print Name and Title Date Contact's e-mail address and fax # Page 89 of 299 Estimate Date 7/8/2025 Estimate # 2024552 Name / Address Elk River Fire Department Chief Mark Dickinson 13077 Orono Parkway Elk River, MN 55330 Mobile Vehicle Integration 835 Xenia Ave, NW Elk River, MN 55330 Terms Net 30 Due Date 4/4/2020 Phone # 763-913-7705 E-mail jc@izoom.net Total Subtotal Sales Tax (0.0%) Qty Item Description Cost Total 1 Labor Labor to build new grass rig. 1,625.00 1,625.00 1 7170-0848-05 2021+ Ford F Series Wide Body Console Box Kit with Cup Holder 710.07 710.07 1 CenCom Whelen Siren/Light Control System 875.00 875.00 1 Misc. Parts Whelen lightbar 1,385.00 1,385.00 4 Misc. Parts Whelen ION LED Red 125.00 500.00 4 Misc. Parts Whelen ION LED Blue 125.00 500.00 1 Misc. Parts Whelen SA315P siren speaker 250.00 250.00 1 Misc. Parts Headlight flasher 25.00 25.00 1 Shop Supplies Shop Supplies (Wire, Connectors and Related) 125.00 125.00 $5,995.07 $5,995.07 $0.00 Page 90 of 299 Page 1 of 1 G rafix Shoppe 3 2 25 Ne il A rmstron g Blvd S te 6 0 0 Ea g an , MN 5 5 1 21 (65 1 ) 68 3 -9 6 65 g ra fixsh op p e .com Estimate ADDRESS Elk River Fire Department Attn: Accounts Payable 13073 Orono Parkway Elk River, MN 55330 SHIP TO Elk River Fire Department Joe Libor 13073 Orono Parkway Elk River, MN 55330 SHIP VIA INSTALL ESTIMATE 152458 DATE 06/30/2025 P.O. NUMBER 2026 Ford F350 PROJECT NUMBER 20180807SRD001 REP Shawn Donovan shawn@grafixshoppe.com DESCRIPTION QTY PRICE EACH TOTAL Custom Reflective Kit for a 2026 Red Ford F350 Crew Cab 6 3/4' Box Pickup Truck Unit Number GRASS 3 3M White & Black Reflective " Z" Style Striping Sides FIRE RESCUE 3" Tall x 25 1/4" Long for Qtp TITLE DESIGNATION on Fenders Only GRASS 3 11 1/2" Tall NEW VERSION Maltese with SOL on RH Side All Lettering & Maltese 22 Kt Large Engine Turn Sign Gold with Ruby Red O/L & Black O/L & Shadow with Clear Overlay Include 9/16" Pin Striping in 22 Kt Large Engine Turn Sign Gold with Ruby Red O/L & Black O/L with Clear Overlay Large Format Print Striping on 3M 680 White Reflective with 8519 NO LETTERING ON TAILGATE NO LICENSE PLATES NEEDED 1 1,950.00 1,950.00 Reflective Chevron for Rear Tailgate Approximately 20" Tall x 65" Wide Overall 6" Wide Alternating Red & Yellow Stripes Large Format Print Red & Yellow onto 3M 780 White Reflective with 8519 1 495.00 495.00 Install at Elk River Fire Date TBD 1 1,150.00 1,150.00 TOTAL $3 ,5 9 5.00 Accepted By Accepted Date Page 92 of 299 The Elk River Vision A welcoming community with revolutionary and spirited resourcefulness, exceptional service, and community engagement that encourages and inspires prosperity Request for Action To City Council Item Number 4.5 Meeting Date July 21, 2025 Prepared By Mitchell Litfin, Street and Park Superintendent Item Description 2025 Deer Herd Management Hunt Rules Reviewed by Justin Femrite Cal Portner Tina Allard Action Requested Approve, by motion, the 2025 Deer Herd Management Archery Hunt Rules. Background/Discussion The attached rules have been updated for the proposed 2025 deer herd management hunt. Beyond the changing of dates, the only proposed change from previous deer herd management hunts is to add a hunt unit in Burr Oak Park. The volunteer program steward and the volunteer steward recommend this change. Financial Impact The program generates minor revenue through application fees that are deposited in the General Fund. Beyond staff time, there are no other costs associated with the program. Mission/Policy/Goal Opportunity to live, work and play. Attachments 1. Deer herd management rules_application_2025 Page 93 of 299 2025 City of Elk River Deer Herd Management Archery Hunt Rules As the metro area has continued to expand, parks have become enclosed with roadways and developments, that isolate deer populations. With insufficient natural predators, deer populations have increased beyond the carrying capacity of the land. To control deer population, increase public safety on roadways, and minimize impacts on the environment and private property surrounding park land, the City of Elk River has implemented controlled archery deer hunts. The intent of these hunts is to maintain a healthy population of deer within the parks while minimizing the damage because of overpopulation. Hunts will be managed by volunteers appointed by the City of Elk River. Type of hunt For hunters eighteen and older, harvest limits will follow current year Minnesota Department of Natural Resources (DNR) regulations except that antlered bucks must have at least one 4-point antler to be legal for harvest. For disabled hunters and hunters seventeen (17) years of age and under, harvest limits will follow current year DNR regulations with no antler point restrictions. This is a walk-in hunt. All Elk River city parks are closed to public motor vehicle use. Vehicles must be parked in designated areas and display their vehicle permit; hunters are required to access their hunting location on foot. The retrieval of harvested deer must also be on foot, non-motorized carts for hauling deer are permitted. Eligibility All hunters shall: 1)Have a valid Minnesota DNR archery license including management license when applicable. 2)Possess a current year City of Elk River hunting permit. 3)Attend a pre-hunt orientation meeting. 4)Be at least eighteen (18) years old to hunt alone 5)All hunters shall be Elk River Residents living within the Elk River corporate limit. This excludes residents of adjacent townships with an Elk River mailing address. Youth less than eighteen (18) years of age may hunt if they have both a valid DNR license and a qualified adult supervisor. The adult supervisor must also possess a valid license or have completed a DNR firearm safety course and must remain in close proximity (<50 feet) of the youth at all times. Both the youth and the adult supervisor must complete their applications as a party. There must be one adult supervisor twenty-one or older for each youth under eighteen. Hunters under eighteen (18) years of age must shoot their own deer. Individuals with a big game violation in the last three (3) years are not eligible to participate in this hunt. Violation of this rule and other hunting rules will result in a lifetime hunting ban for this hunt. Page 94 of 299 Application and Fees Application fee: $10 non-refundable fee per person is due at the time of application submission. Application period will be open August 1, 2025 thru August 24, 2025. Successful applicants will be notified on or by August 28, 2025. Successful applicants must attend a pre-hunt orientation at 6:00 p.m., September 4, 2025, at the Elk River Public Works Facility, 19000 Proctor Road, Elk River. Hunters may apply individually or as a member of a two-person team. Hunters applying as a two-person team must submit both applications together along with the $10 application fee for each hunter. Hunters applying as a two-person team will enter at the lower of the preference levels of the two hunters. Hunter Selection Thirteen (13) zones will be available to hunt with twenty-six (26) hunters selected by lottery for the 2025 hunt with two hunters selected per zone. All selected hunters will be eligible to participate in the hunts and are encouraged to coordinate hunting times and efforts with the other hunters within their respective zones. Each hunter must successfully complete an archery proficiency test consisting of placing four (4) out of six (6) shots into an eight-inch (8”) diameter target at 20 yards. The proficiency target must be presented at the time of the orientation meeting to participate in the hunt. Proficiency shoots will be conducted from 5:00 -7:00 P.M.., August 28, 2025, at the Woodland Trails Regional Park Archery Range 20135 Elk Lake Rd NW. Each applicant will get one chance in the lottery. Applicants not selected in past years will receive an additional lottery chance for each year of unsuccessful selection. Hunters who apply as a two-person team will be entered into the drawing as a team and will be assigned the same hunt zone together. Hunting Schedule Parks will remain open to the public for the duration the open archery deer season. Two hunters will be selected to hunt each of the following parks: - Harris Island/Camp Cozy - Sedge Meadow Park - Birch Meadow Park - Alba Ridge Park -Burr Oak Park Woodland Trails Regional Park will have six hunting zones, with two hunters assigned to each zone. Hillside City Park will have two hunting zones with two hunters assigned to each zone. Hunts may be canceled at any time if issues arise warranting that closure. Hunting Area Selection Hunt area selection will be chosen at random during the lottery drawing with no preferences for area selection for any reason. Hunters will receive notification of their assigned hunt zone following successful selection on August 26, 2025 or no later than August 28, 2025. Emergency Contact Information For emergencies and to report non-hunting related issues, dial 911. To report hunting violations dial #TIP on your cell phone or dial 1-800-652-9093. Hunt Rules Page 95 of 299 1.All hunters, except those with a handicap exemption, must hunt from an elevated stand a minimum of six (6) feet above the ground. Approved handicap hunters may hunt in a ground blind and must be accompanied by a non-hunting mentor meeting the same qualifications as those needed for youth less than 18 years old. 2.Only portable stands supplied by the hunter are allowed. Permanent stands are prohibited. 3.Screw-in type steps are prohibited. Stands must be accessed by strap on steps or ladders. 4.All portable stands shall bear the name of the hunter and the City of Elk River Hunter ID visible within five (5) feet of the ground. 5.All hunters must wear a safety harness while in a stand. 6.Only two stands per hunter. 7.Stands may be left in place within the hunter’s assigned hunt zone; however, stands left unattended are at your own risk. It is recommended stands be removed daily or secured to the tree. 8.An article of blaze orange clothing must be worn when traveling to and from your hunting location. 9.All harvested deer entrails shall be removed intact in a plastic bag and disposed of properly. 10.The establishment of minimal shooting lanes is permissible. Only brush, small tree branches (1” in diameter or less) and buckthorn of all sizes may be removed for this purpose. No trees, big or small, may be cut down during the process. 11.The timing of the tracking of wounded deer is up to the hunter. A bow may be carried while tracking on city park property, but not private property. Please ask permission before entering private property, whether it is posted or not. 12.To ensure the safety of the hunters, all hunters must contact the hunt manager prior to entering the hunt zone on each day they hunt and when they leave, but no later than one hour after legal shooting hours on each day they hunt to alert the manager of their status. 13.Following each hunt, the hunter shall send an exit report to the hunt manager to include the number of deer sighted along with a breakdown of the number of fawns, does, and bucks. 14.Kills and wounded animals must be reported within 24 hours of harvest by contacting the hunt manager. 15.The 2025 hunt manager is Wayne Becklin, 763-232-3934. There is zero tolerance for violation of hunt rules. Elk River Deer Herd Management Hunt privileges shall be suspended immediately and indefinitely for any violation. I have read the above rules and agree to abide by them. Page 96 of 299 I, as the applicant, am fully aware of the inherent risks and hazards associated with hunting and the use of archery equipment. I knowingly and expressly assume the risk of my exposure to dangerous conditions. This assumption of risk does not extend to the willful, wanton, or intentional misconduct by the City of Elk River (“City”) or any person acting on behalf of the City. I, as the applicant, understand and agree that neither the City, or any person acting on behalf of the City, may be held liable in any way for any event which occurs in connection with the hunting activity which may result in harm, death, injury, or other damage to me. This waiver of liability does not waive liability for any injuries that I obtain as the result of willful, wanton, or intentional misconduct by the City or any person acting on behalf of the City. Further, I as the applicant will fully defend and indemnify the City from any claims, lawsuits, causes of action, or judgments arising or resulting from my activities. Last First Full middle name Name _____________________________________________ Address _____________________________________________ _____________________________________________ Date of birth _____________________________________________ MNDNR # _____________________________________________ (Located on your DNR Hunting License) Email _____________________________________________ Cell phone _____________________________________________ Home phone ______________________________________________ Signature _____________________________________________ Parent Signature if applicant is less than 18____________________________________________ If applying as a two-person team, list your team members name ____________________________ Please submit completed application and $10 application fee to either of the following locations: By Mail In Person Deer Herd Management Program Deer Herd Management Program Elk River Public Works Facility Elk River City Hall 19000 Proctor Road 13065 Orono Parkway Elk River, MN 55330 Elk River, MN 55330 Page 97 of 299 The Elk River Vision A welcoming community with revolutionary and spirited resourcefulness, exceptional service, and community engagement that encourages and inspires prosperity Request for Action To City Council Item Number 4.6 Meeting Date July 21, 2025 Prepared By Joe Stremcha, Business Services Director/Assistant City Administrator Item Description FT Center - Overlook Bartender Position Description Reviewed by Lauren Wipper Cal Portner Tina Allard Action Requested Approve, by motion, the Overlook Bartender position description. Background/Discussion Event Workers were used to staff the Overlook Lounge last season to provide stable wages due to sporadic hours of operation and limited guest traffic consistency. The Lounge has grown to become increasingly popular, and the addition of pull tabs has further created issues with regard to tipping. Employees were not allowed to accept tips due to the nature of their higher base wages as event workers. The Lounge has enough guest traffic leading into this next season to be staffed by bartenders and function similarly to any comparable bar for accepting tips. Financial Impact Reduction in part-time wages staffing the Overlook Lounge with Bartenders ($11.13/hour) compared to Event Workers ($16-20/hour). Mission/Policy/Goal Meet changing needs - agile. Attachments 1. Overlook Bartender Position Description Page 98 of 299 Page 1 City of Elk River Overlook Bartender Position Description Department: Business Services/Multi-purpose Facility Immediate Supervisor: Overlook Chef Pay Grade: Per Comp Plan FLSA Status: Non-Exempt Last Updated: (date) 07/2025 Positions Supervised: N/A Position Summary The Overlook Bartender prepares and sells café items, prepares and serves catering items, handles money and makes change, and keeps the area clean and tidy. Responsible for the legal selling and serving of alcoholic beverages and pull-tabs at Overlook Lounge, Café, and Catering events. Essential Functions 1. Works at Overlook Lounge, Café, and catered events. A. Assists in the preparation, set up, and clean up of food and food service area. B. Serves food to event attendees and restocks supplies as needed. C. Serves alcoholic and non-alcoholic beverages and restocks supplies as needed. D. Sets up and breaks down bar and food service areas as needed. 2. Responsible for legal liquor sales and service. A. Ensures all patrons are of legal drinking age. B. Prepares beverage booth for liquor sales. C. Maintains cleanliness, organization, and security of work area. D. Monitors guest behavior and alcohol consumption to promote responsible drinking. 3. Provides customer service and maintenance and security of workspace and equipment. A. Prepares and serves food to customers in a polite and professional manner. B. Performs routine cleaning of equipment. C. Notifies Overlook Chef of any repairs and/or maintenance requiring attention from a service contractor. D. Monitors and maintains security of the workspace while on duty. E. Collaborates with supervisor, coworkers, and guests to ensure smooth service and guest satisfaction. F. Assists other facility users with directions and questions. G. Maintains a positive working relationship with co-workers, supervisors, and public. 4. Performs financial activities. A. Operates the point-of-sale (POS) system rings up sales, receipts payments, gives change, etc. Page 99 of 299 Overlook BartenderPage 2 B. Maintains change/refund fund in accordance with jurisdiction. 5. May be assigned as the lead worker in the absence of the Overlook Chef. A. Oversees staff to ensure they are preparing items in a proper manner. B. Ensures food is prepared and ready for sale with limited wait time while also limiting excess food items at the end of the day. 6. Performs other essential job duties. A. Regular and timely work attendance. B. Follows all safety procedures and participates in safety training. C. Follows all policies, procedures and practices related to alcohol service, food handling/sanitation guidelines, and general safety. Required Knowledge, Skills, and Abilities Knowledgeable and committed to safe and legal alcohol and food service practices. Skill to communicate effectively with a variety of groups. Ability to deny service when necessary. Ability to keep accurate records. Ability to work independently and assume responsibilities with minimal direct supervision. Ability to operate a cash register, accurately count and record cash received. Ability to present a positive and professional image of the City to the public. Ability to follow all City policies. Minimum Qualifications Experience handling money. Must be eighteen (18) years of age or older. Available to work evenings, weekends, and holidays as scheduled. Preferred Qualifications 21 years of age or older. Prior bartending and/or food service experience. Experience working in a municipal, public, or community-oriented setting. Familiarity with Minnesota alcohol and food safety laws. Physical Requirements On a continuous basis, must be able to be on your feet for long periods of time. On a frequent basis, must be able to bend, stoop, and kneel and to perform custodial duties. On an occasional frequent basis must be able to lift 20 pounds from floor to waist and have the ability to carry it over 25 feet. On an occasional basis must be able to lift 10 pounds over head. On occasional basis, must be able to climb a step ladder. This Position Description is not intended to be all-inclusive. It is within the City of Elk River’s discretion to assign additional duties and responsibilities or remove duties and responsibilities at any time. This Position Description does not constitute a Contract of Employment. Page 100 of 299 The Elk River Vision A welcoming community with revolutionary and spirited resourcefulness, exceptional service, and community engagement that encourages and inspires prosperity Request for Action To City Council Item Number 4.7 Meeting Date July 21, 2025 Prepared By Joe Stremcha, Business Services Director/Assistant City Administrator Item Description FT Center - Event Production Worker Position Description Reviewed by Lauren Wipper Cal Portner Tina Allard Action Requested Approve, by motion, the Event Production Worker Position Description. Background/Discussion An Event/Game Fee will cover labor and materials used to support event operations for user groups that desire enhanced experiences through our production crew. The Event Production Worker will assist in the delivery of a high-quality, engaging, and seamless event experience for fans during hockey games, ice shows, and other events as needed. Financial Impact A game fee of $35/hour/staff will be charged to capture revenue to offset wages and use of equipment. Mission/Policy/Goal Meet changing needs - agile. Attachments 1. Event Production Worker Position Description Page 101 of 299 Page 1 City of Elk River Event Production Worker Position Description Department: Business Services/FT Center Immediate Supervisor: Assistant Manager Pay Grade: Per Comp Plan FLSA Status: Non-Exempt Last Updated: (date) 07/2025 Positions Supervised: N/A Position Summary The Event Production Worker assists in the delivery of high-quality, engaging, and seamless event experience for fans during hockey games, ice shows, and other events as needed. Essential Functions 1. Provides technical and entertainment work during events. Assignments will vary based on event needs. A. Coordinates the timing and execution of event promotions and entertainment elements. B. Operates the scoreboard, video board, and camera to live stream to the video board, other areas of the building, and online streaming services. C. Plays music and audio cues to enhance crowd engagement. D. Serves as the in-game announcer, providing live updates, player introductions, and promotional script reading. E. Ensures all game presentation equipment functions properly before, during, and after events. F. Assists with setup and teardown of technical and entertainment equipment. G. Moves goal nets during resurfacing as needed. H. Assists with facility cleaning as needed. 2. Performs customer service-related duties. A. Works with coaches, referees, and other event staff to ensure positive event planning and communication. B. Assists facility users with directions and questions. C. Maintains a positive working relationship with co-workers, supervisors, and public. 3. Performs other essential job duties. A. Regular and timely work attendance. B. Participates in safety training and follows all safety procedures. Required Knowledge, Skills, and Abilities/Minimum Qualifications Ability to work evenings, holidays, and weekends. Ability to operate facility equipment. Ability to communicate effectively, both orally and in writing. Page 102 of 299 Page 2 Event Production Worker Ability to work independently. Ability to establish and maintain effective working relationships with co-workers, facility users, and the public. Ability to perform physical labor for extended periods of time. Ability to multitask in a fast-paced, live-event environment Minimum Qualifications 16 years of age or older. Preferred Qualifications Experience working with the public. Experience with AV equipment, streaming software, or scorekeeping systems. Basic understanding of hockey rules and game flow. Experience speaking on a microphone in front of a crowd. This Position Description is not intended to be all-inclusive. It is within the City of Elk River’s discretion to assign additional duties and responsibilities or remove duties and responsibilities at any time. This Position Description does not constitute a Contract of Employment. Page 103 of 299 The Elk River Vision A welcoming community with revolutionary and spirited resourcefulness, exceptional service, and community engagement that encourages and inspires prosperity Request for Action To City Council Item Number 4.8 Meeting Date July 21, 2025 Prepared By Lauren Wipper, Human Resources Manager Item Description Hire Fulltime Liquor Store Clerk Reviewed by Cal Portner Tina Allard Action Requested Approve, by motion, the hiring of Renee Klinkner to the position of full-time liquor store clerk effective August 4, 2025. Background/Discussion One of our full-time clerks is returning to work part-time. We went to market to fill the full-time position. We received 44 applications and interviewed nine candidates. Following second interviews and a background check, we recommend Renee Klinkner for the position. Ms. Klinkner worked for us as a part-time liquor store clerk at Westbound Liquors from 2019 to 2023. She took a full-time position at Lake Liquors in Big Lake and is now returning to us at Northbound Liquor. She will start at step B for this position. All pay and benefits will be consistent with city policy. Financial Impact This is a budgeted position. Mission/Policy/Goal The Elk River Mission Statement. Attachments None Page 104 of 299 The Elk River Vision A welcoming community with revolutionary and spirited resourcefulness, exceptional service, and community engagement that encourages and inspires prosperity Request for Action To City Council Item Number 4.9 Meeting Date July 21, 2025 Prepared By Lauren Wipper, Human Resources Manager Item Description Amendment #1 to Resolution 24-79 Amending the 2025 Compensation Plan for Non-Organized Employees Reviewed by Lauren Wipper Cal Portner Tina Allard Action Requested Approve, by motion, Amendment #1 to Resolution 24-79, 2025 Compensation Plan for Non-Organized Employees. Background/Discussion Resolution 24-79, 2025 Compensation Plan for Non-Organized Employees, was adopted by the City Council on December 16, 2024. Changes to operations at the Furniture and Things Community Event Center have added one position and changed the titles of two. This Amendment documents those changes. Financial Impact Expenses incurred with staffing these positions are included in the budget or funded through game fee charges. Mission/Policy/Goal Meet changing needs - agile Attachments 1. Res Comp Plan 25 2. Comp Plan Red Line Exhibit A Page 105 of 299 City of Elk River City Council AMENDMENT #1 Resolution 24-79 A Resolution of the City Council of the City of Elk River Amending the 2025 Compensation Plan for Non-Organized Employees WHEREAS,the City Council adopted the 2025 Compensation Plan for Non-Organized Employees as Resolution 24-79 on December 16, 2024; and WHEREAS,changes to operations have occurred with staff positions at the community event center; and WHEREAS,the attached Exhibit A highlights the changes to the 2025 Compensation Plan. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Elk River, Minnesota, as follows: to approve the amendments as shown on the Exhibit effective July 21, 2025. Passed and adopted this 21st day of July 2025. John J. Dietz, Mayor ATTEST: Tina Allard, City Clerk Page 106 of 299 Exhibit A Page 107 of 299 Page 108 of 299 Page 109 of 299 Page 110 of 299 Page 111 of 299 Page 112 of 299 The Elk River Vision A welcoming community with revolutionary and spirited resourcefulness, exceptional service, and community engagement that encourages and inspires prosperity Request for Action To City Council Item Number 6.1 Meeting Date July 21, 2025 Prepared By Tina Allard, City Clerk Item Description Introduction of New Employees Reviewed by Cal Portner Action Requested Welcome new staff to the city. Background/Discussion Various staff will be in attendance to introduce new employees as follows: ▪ Chris Sauer, Custodian ▪ Mike Eichten, Human Resources Specialist ▪ Jake Tourville, IT Network Specialist ▪ Tori Lyle, Overlook Chef for Community Event Center Financial Impact N/A Mission/Policy/Goal Together we win Attachments None Page 113 of 299 The Elk River Vision A welcoming community with revolutionary and spirited resourcefulness, exceptional service, and community engagement that encourages and inspires prosperity Request for Action To City Council Item Number 6.2 Meeting Date July 21, 2025 Prepared By Jolene Richter, Deputy Clerk Item Description City of Elk River Volunteer of the Month Reviewed by Cal Portner Tina Allard Action Requested Mayor Dietz will recognize and present a plaque to the July Volunteer of the Month Award recipient. Background/Discussion Mayor Dietz established the City of Elk River Volunteer of the Month Award program to recognize Elk River residents for their volunteer contributions and commitment to community service. Financial Impact N/A Mission/Policy/Goal Elk River Mission Attachments None Page 114 of 299 The Elk River Vision A welcoming community with revolutionary and spirited resourcefulness, exceptional service, and community engagement that encourages and inspires prosperity Request for Action To City Council Item Number 7.1 Meeting Date July 21, 2025 Prepared By Chris Leeseberg, Senior Planner Item Description Conditional Use Permit: Changeable Copy Sign, Lamar Outdoor Advertising Reviewed by Zack Carlton Cal Portner Tina Allard Action Requested Approve, by motion, the Conditional Use Permit with the following conditions to satisfy the standards set forth in Section 30-654: 1. The sign shall be constructed in accordance with all applicable city and state regulations, including compliance with brightness limits and digital display transition standards. 2. No additional signage shall be added without appropriate review and permitting. 3. The applicant shall provide a survey confirming that the sign location is outside regulated wetlands or demonstrate eligibility for an exemption under the Wetland Conservation Act. 4. Any disturbance to wetland areas shall require formal review and compliance with state and local wetland regulations. 5. The applicant must apply for and receive all state and local permits prior to beginning construction. Background/Discussion The applicant has requested approval of a Conditional Use Permit (CUP) to allow the installation of an advertising sign (billboard) that includes changeable copy exceeding 30 square feet, as required under Section 30–864 of the City Code. The proposed sign includes 378 square feet of digital display area. The property is zoned Light Industrial (I-1), where advertising signs (billboards) are an allowed use. The size of the changeable copy component of the sign requires the current CUP application. Planning Commission During the public hearing, no one spoke for or against the request, and staff have not received any comments since the commission meeting. The Planning Commission had no questions or concerns about the request and unanimously recommended approval. Financial Impact None Page 115 of 299 Mission/Policy/Goal Support the growth and development of the community. Attachments 1. Planning Commission Memo dated June 24, 2025 2. CU 25-05 Recording Document 3. 7.1 Lamar Page 116 of 299 The Elk River Vision A welcoming community with revolutionary and spirited resourcefulness, exceptional service, and community engagement that encourages and inspires prosperity Request for Action To Planning Commission Item Number 4.2 Meeting Date June 24, 2025 Prepared By Chris Leeseberg, Senior Planner Item Description Conditional Use Permit: Changeable Copy Sign, Lamar Outdoor Advertising, 75-00943-0110 Reviewed by Zack Carlton Action Requested Recommend, by motion, approval of the Conditional Use Permit allowing a changeable copy sign with the following conditions to satisfy the standards set forth in Section 30-654: 1. The sign shall be constructed in accordance with all applicable city and state regulations, including compliance with brightness limits and digital display transition standards. 2. No additional signage shall be added without appropriate review and permitting. 3. The applicant shall provide a survey confirming that the sign location is outside regulated wetlands or demonstrate eligibility for an exemption under the Wetland Conservation Act. 4. Any disturbance to wetland areas shall require formal review and compliance with state and local wetland regulations. 5. The applicant must apply for and receive all state and local permits prior to beginning construction. Background/Discussion The applicant is requesting approval of a Conditional Use Permit (CUP) to allow the installation of an advertising sign (billboard) that includes digital copy exceeding 30 square feet, as required under Section 30- 864 of the City Code. The proposed sign includes 378 square feet of digital display area, which exceeds the threshold. The property is zoned Light Industrial (I-1) where advertising signs (billboards) are an allowed use. The changeable copy component of the sign requires the current CUP application The proposed location is adjacent to Highway 169. There are wetlands in proximity to the site; however, the applicant has been asked to provide an exhibit to confirm that the new sign location is outside of wetland boundaries. If impacts on wetlands are identified, the project may be eligible for exemption under the Wetland Conservation Act (WCA). Applicable Regulations The issuance of a Conditional Use Permit can be ordered only if the use at the proposed location: Page 117 of 299 1. Will not endanger, injure or detrimentally affect the use and enjoyment of other property in the immediate vicinity or the public health, safety, morals, comfort, convenience or general welfare of the neighborhood or the city. The proposed billboard will be located adjacent to Highway 169, a high-traffic corridor already containing similar signage. The scale and location of the sign is not anticipated to endanger or detrimentally affect the use and enjoyment of surrounding properties or negatively impact public health, safety, or welfare. A permit from MnDOT may be required due to the proximity to the highway. A condition noting permit requirements has been included in the recommendation for approval. 2. Will be consistent with the comprehensive plan. The property is guided as Industrial, and includes both heavy and light industrial businesses such as manufacturing, warehousing, and excavation. These uses are primarily located off of Highway 169, Highway 10, and the BNSF Railroad which provide easy access for the transferring of goods throughout the region. This use is located adjacent to a major transportation corridor. The sign supports commercial visibility and regional traffic-oriented business promotion, which aligns with the city’s Comprehensive Plan goals for economic development and appropriate highway-oriented commercial uses. The use is consistent with the Comprehensive Plan. Staff do not see a need to impose specific conditions to satisfy this standard. 3. Will not impede the normal and orderly development and improvement of surrounding vacant property. The area is fully developed and, as there are no surrounding vacant lots, the proposed use will not affect the development of the surrounding area as the use is compatible with existing development patterns along the highway corridor. Staff do not see a need to impose specific conditions to satisfy this standard. 4. Will be served adequately by and will not adversely affect essential public facilities and services including streets, police and fire protection, drainage, refuse disposal, water and sewer systems, parks and schools; and will not, in particular, create traffic congestion or interference with traffic on adjacent and neighboring public thoroughfares. The project will not place any burden on municipal services and requires no new connections to utilities and will not adversely affect traffic flow, emergency access, or other public facilities. Digital sign content will follow brightness and operational standards to avoid interference with traffic safety. Staff do not see a need to impose specific conditions to satisfy this standard. 5. Will not involve uses, activities, processes, materials, equipment and conditions of operation that will be detrimental to any persons or property because of excessive traffic, noise, smoke, fumes, glare, odors, dust or vibrations. The sign will be equipped with technology to ensure that glare, light spillover, and distractions are minimized, consistent with best practices for digital signage near roadways. The operation will not generate excessive noise, vibration, or pollutants. Staff do not see a need to impose specific conditions to satisfy this standard. Page 118 of 299 6. Will not result in the destruction, loss or damage of a natural, scenic or historic feature of major importance. The sign placement is expected to avoid impacts to nearby wetlands. Should any encroachments occur, the project will be reviewed for potential exemption or required compliance with the Wetland Conservation Act. No significant scenic or historic features will be affected. Staff do not see a need to impose specific conditions to satisfy this standard. 7. Will fully comply with all other requirements of this Code, including any applicable requirements and Standards for the issuance of a license or permit to establish and operate the proposed use in the city. All sign dimensions, materials, lighting, and installation details will comply with applicable City Code requirements. If denial of such a permit should occur, it shall accompany recommendations or determinations by findings or a report stating how the proposed use does not comply with the standards set forth in Section 30-654. In the review of the standards for CUP as outlined, it appears that the request is consistent with all of these standards. Financial Impact None Mission/Policy/Goal Support the growth and development of the community. Attachments 1. Location Map 2. Sign Plan 3. Area Map 4. Great River Energy Email Page 119 of 299 Page 120 of 299 Page 121 of 299 Page 122 of 299 From:MacMillan, Michelle GRE-MG To:Chris Leeseberg Subject:CUP Lamar Outdoor Advertising Date:Tuesday, June 17, 2025 1:17:20 PM Chris, I received the notice of public hearing for the billboard proposed on PID 75-00943-0110. Great River Energy has a 230kV transmission line on this property with a 150 ft. easement lying 75 ft. on both sides of the centerline. If the billboard is proposed to be within the easement area, Lamar Outdoor Advertising will need to fill out an online application and submit a set of plans so we can review the location to make sure it does not cause a clearance violation to the transmission line. The link for the application is below. https://survey123.arcgis.com/share/ad33eeb68c464e58aab3addafb224930 Michelle MacMillan Field Representative Great River Energy 12300 Elm Creek Boulevard Maple Grove, MN 55369-4718 Direct: 763-445-5984 Main: 763-445-5000 Fax: 763-445-6784 Cell: 612-845-1204 mmacmillan@GREnergy.com 3 Please consider the environment before you print this e-mail. NOTICE TO RECIPIENT: The information contained in this message from Great River Energy and any attachments are confidential and intended only for the named recipient(s). If you have received this message in error, you are prohibited from copying, distributing or using the information. Please contact the sender immediately by return email and delete the original message. Page 123 of 299 CITY OF ELK RIVER SHERBURNE COUNTY CONDITIONAL USE PERMIT Case No. CU 25-05 Permit. Subject to the terms and conditions set forth herein, the City of Elk River hereby grants a Conditional Use Permit (“Permit”) requested by Lamar Outdoor Advertising on behalf of Jim Ottenstein for the following use: Conditional Use Permit to allow the installation of an advertising sign (billboard) that includes digital copy exceeding 30 square feet at PID 75-00943-0110 Property. The Permit is for the following described property (“Subject Property”) in the City of Elk River, Sherburne County, Minnesota: Lot 2, Block 1, Elk River SBC Addition, Sherburne County, Minnesota Owner. Owner of the Subject Property at time of the approval of the Permit: ER Ventures, LLC, owner Conditions. The Permit is issued subject to the following conditions: 1. The sign shall be constructed in accordance with all applicable city and state regulations, including compliance with brightness limits and digital display transition standards. 2. No additional signage shall be added without appropriate review and permitting. 3. The applicant shall provide a survey confirming that the sign location is outside regulated wetlands or demonstrate eligibility for an exemption under the Wetland Conservation Act. 4. Any disturbance to wetland areas shall require formal review and compliance with state and local wetland regulations. Page 124 of 299 5. The applicant must apply for and receive all state and local permits prior to beginning construction. Termination of Permit. The Permit shall remain in effect only for so long as the conditions set for the herein are complied with. The City may revoke the Permit following a public hearing for violation of the terms and/or conditions set forth in the Permit. Lapse. If within two (2) years of the issuance of the Permit the proposed work described in a conditional use permit has not been substantially completed, the permit shall expire and become void, except that the council may, following recommendation of the planning commission, extend the permit for an additional period determined by the council on the receipt of a request for a permit extension prior to its expiration. A conditional use permit authorizes only the use specified in the permit and shall expire if, for any reason, the authorized use ceases for more than six (6) months. Criminal Penalty. Both the owner and any occupant of the Subject Property are responsible for compliance with the permit. Violation of the terms of the Permit is a criminal misdemeanor. Recording. The Permit shall be recorded against the title to Subject Property. Dated: __________, 2025. CITY OF ELK RIVER By: ___________________________________ Mayor John J. Dietz By: ___________________________________ City Clerk Tina Allard STATE OF MINNESOTA ) ) ss. COUNTY OF SHERBURNE ) The foregoing instrument was acknowledged before me this ___ day of _________, 2025, by John J. Dietz and Tina Allard, respectively, the Mayor and City Clerk of the City of Elk River, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by the City Council. ____________________________________ Notary Public DRAFTED BY: City of Elk River 13065 Orono Parkway NW Elk River, MN 55330 Phone: 763-635-1032 Page 125 of 299 Lamar Outdoor AdvertisingConditional Use Permit Page 126 of 299 Page 127 of 299 Background §Light Industrial (I-1) §Install digital billboard §The billboard is a permitted use §CUP required as it exceeds 30 sq.ft. §378 sq.ft. (400 max) §35’ tall §Digital billboards must follow CUP standards in ordinance §Brightness, transitions, flashing, etc. §Also require a separate permit from MnDOT Page 128 of 299 Page 129 of 299 Page 130 of 299 Page 131 of 299 Planning Commission §No one spoke for or against the request §Staff have not received any comments since PC mtg §The PC had no concerns §Unanimously recommended approval Page 132 of 299 Action Requested §Approve the CUP with the conditions outlined in the memo Page 133 of 299 The Elk River Vision A welcoming community with revolutionary and spirited resourcefulness, exceptional service, and community engagement that encourages and inspires prosperity Request for Action To City Council Item Number 7.2 Meeting Date July 21, 2025 Prepared By Chris Leeseberg, Senior Planner Item Description Conditional Use Permit: Outdoor Vehicle Storage and Auto Sales, 9672 163rd Ave NW Reviewed by Zack Carlton Cal Portner Tina Allard Action Requested Approve, by motion, the Conditional Use Permit with the following conditions to satisfy the standards set forth in Section 30-654: 1. All outdoor storage shall follow Section 30-807. 2. The parking and driveway area outside the fenced area shall be bound by B612 curb and gutter. 3. All parking and driving areas must be finished with an approved surface - bituminous, concrete, or compacted Class 5. 4. All areas not identified for parking or driving areas shall be maintained as turfgrass per city standards. 5. A 100% opaque fence shall be installed along the perimeter of the outdoor storage area that is visible from the right-of-way. 6. Except for short-term staging requirements, there shall be no storage of vehicles outside the approved storage area, including the city street, exterior parking area, and landscaped areas. 7. Staff approval of all site and civil plans. 8. All motor vehicle repairs, bodywork, or detailing shall only occur inside the building. 9. Exterior doors shall be closed while any motor vehicle repair, body work, or detailing occurs. 10. The storage of damaged or inoperable vehicles shall only be allowed inside the fenced storage area. Background/Discussion The applicant has requested approval of a Conditional Use Permit (CUP) to allow outdoor vehicle storage, auto repair, and auto sales on a 1.61-acre parcel located at 9672 163rd Avenue NW. The property is zoned General Industrial (I3), and the proposed uses are listed as conditional uses within the district. The applicant received a side yard setback variance (Case No. V 25-09) to encroach on the east side yard setback. Planning Commission During the public hearing, no one spoke for or against the request, and staff have not received any comments since the Commission meeting. Page 134 of 299 The Planning Commission had no questions or concerns about the request and unanimously recommended approval. Financial Impact None Mission/Policy/Goal Support the growth and development of the community. Attachments 1. Planning Commission Memo dated June 24, 2025 2. CU 25-06 Recording Document 3. 7.2 Bailon Page 135 of 299 The Elk River Vision A welcoming community with revolutionary and spirited resourcefulness, exceptional service, and community engagement that encourages and inspires prosperity Request for Action To Planning Commission Item Number 4.1 Meeting Date June 24, 2025 Prepared By Chris Leeseberg, Senior Planner Item Description Conditional Use Permit: Outdoor Vehicle Storage and Auto Sales, 9672 163rd Ave NW, Todd Bialon for Jarvis LLC Reviewed by Zack Carlton Action Requested Recommend, by motion, approval of the Conditional Use Permit with the following conditions to satisfy the standards set forth in Section 30-654: 1. The setback variance (V 25-09) shall be approved. 2. All outdoor storage shall follow Section 30-807. 3. The parking and driveway area outside the fenced area shall be bound by B612 curb and gutter. 4. All parking and driving areas must be finished with an approved surface - bituminous, concrete, or compacted Class 5. 5. All areas not identified for parking or driving areas shall be maintained as turf grass per city standards. 6. A 100% opaque fence shall be installed along the perimeter of the outdoor storage area that is visible from the right-of-way. 7. Except for short-term staging requirements, there shall be no storage of vehicles outside the approved storage area, including the city street, exterior parking area, and landscaped areas. 8. Staff approval of all site and civil plans. 9. No motor vehicle repairs shall be allowed. Background/Discussion The applicant has submitted a request for a Conditional Use Permit (CUP) to allow outdoor vehicle storage and auto sales on a 1.61-acre parcel located at 9672 163rd Avenue NW. The property is zoned General Industrial (I3), and vehicle sales and outdoor storage are listed as conditional uses within the district. The proposal does not include auto repairs, which will not be allowed. Access to the site is provided via 163rd Avenue NW. The applicant is also seeking a variance (Case No. V 25-09) to encroach on the east side yard setback, the approval of which is included as a recommended condition. Encroachment into the side yard would also be consistent with a reduced side yard setback approved for the adjacent use. Page 136 of 299 Applicable Regulations The issuance of a Conditional Use Permit can be ordered only if the use at the proposed location: 1. Will not endanger, injure or detrimentally affect the use and enjoyment of other property in the immediate vicinity or the public health, safety, morals, comfort, convenience or general welfare of the neighborhood or the city. The proposed use will not endanger or detrimentally affect neighboring properties or the general public. The I3 zoning district is intended to accommodate light industrial and commercial uses such as vehicle sales and storage. Appropriate screening and site design elements will be required to mitigate visual impacts on surrounding properties and from the city right-of-way. Staff recommends a 100% opaque fence be installed along the perimeter of the outdoor storage area that is visible from the right-of-way. 2. Will be consistent with the comprehensive plan. The subject property is guided for Industrial in the city’s Comprehensive Plan. The industrial use category includes both heavy and light industrial businesses such as manufacturing, warehousing, and excavation. These uses are primarily located off of Highway 169, Highway 10, and the BNSF Railroad, which provide easy access for the transferring of goods throughout the region. The proposed use is consistent with this designation and supports the plan’s goal of providing locations for employment and service-oriented businesses. Staff do not see a need to impose specific conditions to satisfy this standard. 3. Will not impede the normal and orderly development and improvement of surrounding vacant property. There is one nearby vacant property which the applicant owns. The CUP will not impede normal and orderly development of surrounding vacant properties as the area is largely built out with compatible uses. Staff do not see a need to impose specific conditions to satisfy this standard. 4. Will be served adequately by and will not adversely affect essential public facilities and services including streets, police and fire protection, drainage, refuse disposal, water and sewer systems, parks and schools; and will not, in particular, create traffic congestion or interference with traffic on adjacent and neighboring public thoroughfares. The site is currently served by existing public infrastructure, including paved street access, drainage, and emergency services. The proposed use is not expected to place an undue burden on police, fire, or other public facilities and services. Traffic generated by the proposed use will be minimal and compatible with the surrounding roadway system. Staff do not see a need to impose specific conditions to satisfy this standard. 5. Will not involve uses, activities, processes, materials, equipment and conditions of operation that will be detrimental to any persons or property because of excessive traffic, noise, smoke, fumes, glare, odors, dust or vibrations. The proposed outdoor vehicle storage and sales use will not create excessive noise, dust, smoke, or odors. As a condition of approval, the applicant will be required to maintain a clean, orderly, and dust-free storage area and comply with all applicable nuisance and environmental standards. Page 137 of 299 The proposal does not include auto repair, which will not be allowed. 6. Will not result in the destruction, loss or damage of a natural, scenic or historic feature of major importance. There are no natural, scenic or historic features of major importance on the subject parcel. Staff do not see a need to impose specific conditions to satisfy this standard. 7. Will fully comply with all other requirements of this Code, including any applicable requirements and Standards for the issuance of a license or permit to establish and operate the proposed use in the city. The use, as conditioned, will comply with all applicable City Code requirements and all relevant zoning, licensing, and permitting requirements will be enforced prior to operation. The future building as shown does not meet setback requirements. Staff do not see a need to impose specific conditions to satisfy this standard. If denial of such a permit should occur, it shall accompany recommendations or determinations by findings or a report stating how the proposed use does not comply with the standards set forth in Section 30-654. In the review of the standards for CUP as outlined, it appears that the request is consistent with all of these standards. Financial Impact None Mission/Policy/Goal Support the growth and development of the community Attachments 1. Location Map 2. Narrative 3. Site Plan 4. Civil Drawings Page 138 of 299 Page 139 of 299 CU 25-06 Jarvis LLC-Todd Bialon Narrative Applying for a CUP to continue the use that has been there. I will be putting up a building for for auto repair and auto sales. I am looking to have a zero lot line to the east with the Collin Brothers property. Page 140 of 299 Page 141 of 299 THE SUBSURFACE UTILITY INFORMATIONDEPICTED IN THESE PLANS ARE SHOWNACCORDING TO CI/ASCE 38-02, "STANDARDGUIDELINES FOR THE COLLECTION ANDDEPICTION OF EXISTING SUBSURFACE UTILITYDATA," LEVEL D STANDARDS.Page 142 of 299 DSTTTGEW8.112.1S 00°54'21" W 326.0426.166.124.122.22.143.945.519.745.719.347.432.147.432.1TWCEEEPage 143 of 299 ███150'0"75'0"150'0"75'0"Proposed BuildingFFE = 879.3ProposedConcreteW1250GalsSeptic1000GalsSeptic1000GalsSepticFuture Building96'0"40'0"96'0"40'0"Future Septic Area870.2S 00°54'21" W 326.0404443626.16666.166666666624.11111...2222.2222.12222222143.949333We43.025.525.585.69.0(TYP.)20.0(TYP.)40.057.5R9.5R9.5R9.58.1R9.510.0Page 144 of 299 ►►830███G26.166.124.122.22.143.9W150'0"75'0"150'0"75'0"Proposed BuildingFFE = 879.3ProposedConcreteW8728748768788788728748761250GalsSeptic1000GalsSeptic1000GalsSepticFuture Building96'0"40'0"96'0"40'0"Future Septic Area870.2870.2873.4873.4872872874876878878872874876876Page 145 of 299 ►►W150'0"75'0"150'0"75'0"Proposed BuildingFFE = 879.3ProposedConcreteW1250GalsSeptic1000GalsSeptic1000GalsSepticFuture Building96'0"40'0"96'0"40'0"Future Septic Area870.2870.2873.4873.4GS 00°54'21" W 326.0426.166.124.122.22.143.9WPage 146 of 299 ████►►S 00°54'21" W 326.0426.166.124.122.22.143.9W150'0"75'0"150'0"75'0"Proposed BuildingFFE = 879.3ProposedConcreteW1250GalsSeptic1000GalsSeptic1000GalsSepticFuture Building96'0"40'0"96'0"40'0"Future Septic Area870.2870.2873.4873.4872874872872872872872872874874878878Page 147 of 299 ►►830███G26.166.124.122.22.143.9W150'0"75'0"150'0"75'0"Proposed BuildingFFE = 879.3ProposedConcreteW8728748768788788721250GalsSeptic1000GalsSeptic1000GalsSeptic870.2870.2872874876878878872874876876873.4TURF REINFORCEMENT MAT CATEGORY 2BERM = 874.4BERM = 874.4Page 148 of 299 CITY OF ELK RIVER SHERBURNE COUNTY CONDITIONAL USE PERMIT Case No. CU 25-06 Permit. Subject to the terms and conditions set forth herein, the City of Elk River hereby grants a Conditional Use Permit (“Permit”) requested by Jarvis LLC-Todd Bialon for the following use: Conditional Use Permit to allow outdoor vehicle storage, auto repair, and auto sales at 9672 163rd Ave NW, Elk River Property. The Permit is for the following described property (“Subject Property”) in the City of Elk River, Sherburne County, Minnesota: Lot 1, Block 2, Elk River Screw Job, Sherburne County, Minnesota Owner. Owner of the Subject Property at time of the approval of the Permit: Todd Bialon, owner Conditions. The Permit is issued subject to the following conditions: 1. The setback variance (V 25-09) shall be approved. 2. All outdoor storage shall follow Section 30-807. 3. The parking and driveway area outside the fenced area shall be bound by B612 curb and gutter. 4. All parking and driving areas must be finished with an approved surface - bituminous, concrete, or compacted Class 5. 5. All areas not identified for parking or driving areas shall be maintained as turf grass per city standards. 6. A 100% opaque fence shall be installed along the perimeter of the outdoor storage area that is visible from the right-of-way. 7. Except for short-term staging requirements, there shall be no storage of vehicles outside the approved storage area, including the city street, exterior parking area, and landscaped areas. 8. Staff approval of all site and civil plans. 9. All motor vehicle repairs, bodywork, or detailing shall only occur inside the building. 10. Exterior doors shall be closed while any motor vehicle repair, body work, or detailing occurs. Page 149 of 299 11. The storage of damaged or inoperable vehicles shall only be allowed inside the fenced storage area. Termination of Permit. The Permit shall remain in effect only for so long as the conditions set for the herein are complied with. The City may revoke the Permit following a public hearing for violation of the terms and/or conditions set forth in the Permit. Lapse. If within two (2) years of the issuance of the Permit the proposed work described in a conditional use permit has not been substantially completed, the permit shall expire and become void, except that the council may, following recommendation of the planning commission, extend the permit for an additional period determined by the council on the receipt of a request for a permit extension prior to its expiration. A conditional use permit authorizes only the use specified in the permit and shall expire if, for any reason, the authorized use ceases for more than six (6) months. Criminal Penalty. Both the owner and any occupant of the Subject Property are responsible for compliance with the permit. Violation of the terms of the Permit is a criminal misdemeanor. Recording. The Permit shall be recorded against the title to Subject Property. Dated: __________, 2025. CITY OF ELK RIVER By: ___________________________________ Mayor John J. Dietz By: ___________________________________ City Clerk Tina Allard STATE OF MINNESOTA ) ) ss. COUNTY OF SHERBURNE ) The foregoing instrument was acknowledged before me this ___ day of _________, 2025, by John J. Dietz and Tina Allard, respectively, the Mayor and City Clerk of the City of Elk River, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by the City Council. ____________________________________ Notary Public DRAFTED BY: City of Elk River 13065 Orono Parkway NW Elk River, MN 55330 Phone: 763-635-1032 Page 150 of 299 Todd BailonConditional Use Permit Page 151 of 299 Page 152 of 299 Background §1.61 acres §I-3 (General Industrial) §CUP for automobile: §Storage §Sales §Repair §Variance – site yard setback §Approved by BOA §Consistent with approval for neighboring property owner. Page 153 of 299 Background §One access on 163rd Ave §Gravel parking/storage §Concrete approaches §Other areas maintained as turf §Fence with screening §Site had been used by 11th Hour Towing – no longer in operation. Page 154 of 299 Page 155 of 299 Page 156 of 299 Planning Commission §No one spoke for or against the request §Staff have not received any comments since PC mtg §The PC had no concerns §Unanimously recommended approval Page 157 of 299 Action Requested §Approve, by motion, the CUP with the 10 conditions outlined in the memo Page 158 of 299 The Elk River Vision A welcoming community with revolutionary and spirited resourcefulness, exceptional service, and community engagement that encourages and inspires prosperity Request for Action To City Council Item Number 7.3 Meeting Date July 21, 2025 Prepared By Zack Carlton, Community Development Director Item Description Preliminary Plat: Oakwater Ridge, Capstone Homes - 16330 US Highway 10 Reviewed by Cal Portner Tina Allard Action Requested Approve the preliminary plat for Oakwater Ridge, subject to the following conditions: 1. The EAW for Oakwater Ridge must produce a negative finding for an EIS, and all comments from the public comment period must be addressed to the satisfaction of the representative agency. 2. Billboards along Highway 10 must be removed as the subdivision is developed and in accordance with City Council resolution 25-31. 3. Staff approval of all site, utility, grading, and landscape plans. 4. All wet stormwater basins require a 25-foot easement in accordance with setback and buffer requirements outlined in Sec. 30-1852. The buffer must be marked with approved signs. 5. Setback lines shown on the preliminary plat must reflect the 45-foot setback required for all wet ponds. 6. Trails and other features within the floodplain must comply with the floodplain ordinance standards. 7. All temporary dead ends included in future development plans must include signage stating "Future Through Street" and a temporary cul-de-sac when the street will have driveway access. 8. Work with Elk River Municipal Utilities (ERMU) to adjust overhead power poles to support the development and future frontage road along Highway 10. 9. ERMU requires a per-lot streetlight fee. 10. The subdivision must be developed in accordance with all requirements included in the Oakwater Ridge Master Plan and consistent with City Council action in their approval on April 7, 2025. 11. The developer and the city must design and install access improvements at Highway 10 and 165th Ave to support the traffic needs of the proposed development. 12. The DNR must provide written approval of the work proposed within the Wild and Scenic River District. 13. Along the property line with the Oliver Kelley Farm, the developer shall provide the following: vegetative screening and a private property sign every 500 feet along the non-wooded boundary, and one private property sign for each residential parcel along the wooded boundary. 14. The developer must also work with Oliver Kelley Farm to resolve any encroachment concerns resulting from the existing fence. 15. Staff and the developer shall work together to resolve addressing and street alignment concerns. Background/Discussion In the summer of 2024, Capstone Homes began working with the city to develop approximately 250 acres along the Mississippi River as a residential subdivision. Capstone's first step was to create a Master Plan/PUD for the 536-lot project. Starting with the PUD, the city and developer have created a shared vision for the Page 159 of 299 area, which will simplify the future platting process, as the majority of the subdivisions' features and layout have already been reviewed by the city. The Master Plan/PUD was approved by the City Council on April 7, 2025, and includes 536 single-family homes on parcels ranging in size from 50 feet wide to 100 feet wide. The density is highest near Highway 10, and the lots increase in width, lower density, closer to the Mississippi River to meet the Wild and Scenic River District Standards. Additionally, the NE area of the development includes land slated for future commercial uses and a planned interchange with Highway 10. Park and Recreation The Park and Recreation Commission reviewed the preliminary plat on June 11, 2025, and recommended that park dedication be consistent with the PUD approval from April 7, 2025. In reviewing the plans, the proposal is consistent with the standards. Planning Commission The Commission held a public hearing for the plat on June 24, 2025. No one spoke during the public hearing, and no comments were received for or against the project. There was some discussion from the commission regarding the required safety improvements to the intersection of Highway 10 and 165th Ave NW, but changes to the approval were recommended. The commission unanimously recommended approval of the plat, subject to the conditions noted in the memo. Financial Impact None Mission/Policy/Goal Support the growth and development of the community. Opportunity to live, work, and play. Attachments 1. Planning Commission Memo dated June 24, 2025 2. 7.3 Oakwater Ridge CC Page 160 of 299 The Elk River Vision A welcoming community with revolutionary and spirited resourcefulness, exceptional service, and community engagement that encourages and inspires prosperity Request for Action To Planning Commission Item Number 4.4 Meeting Date June 24, 2025 Prepared By Zack Carlton, Community Development Director Item Description Preliminary Plat: Oakwater Ridge, Capstone Homes - 16330 US Highway 10 Reviewed by Chris Leeseberg Action Requested Recommend, by motion, approval of the preliminary plat for Oakwater Ridge, subject to the following condiitons: 1. All comments of the EAW must be addressed to the satisfaction of the representative agency. 2. Billboards along Highway 10 must be removed as the subdivision is developed and in accordance with City Council resolution 25-31. 3. Staff approval of all site, utility, grading, and landscape plans. 4. All wet stormwater basins require a 25-foot easement in accordance with setback and buffer requirements outlined in Sec. 30-1852. The buffer must be marked with approved signs. 5. Setback lines shown on the preliminary plat must reflect the 45-foot setback required for all wet ponds. 6. Trails and other features within the floodplain must comply with the floodplain ordinance standards. 7. All temporary dead-ends included in future development plans must include signage stating "Future Through Street" and a temporary cul-de-sac when the street will have driveway access. 8. Work with Elk River Municipal Utilities (ERMU) to adjust overhead power poles to support the development and future frontage road along Highway 10. 9. ERMU requires a per lot streetlight fee. 10. The subdivision must be developed in accordance with all requirements included in the Oakwater Ridge Master Plan and consistent with City Council action in their approval on April 7, 2025. 11. The developer and the city must design and install access improvements at Highway 10 and 165th Ave to support the traffic needs of the proposed development. 12. The MnDNR must provide written approval of the work proposed within the Wild and Scenic River District. 13. Along the property line with the Oliver Kelley Farm, the developer shall provide the following: vegetative screening and a private property sign every 500 feet along the non-wooded boundary, and one private property sign for each residential parcel along the wooded bundary. 14. The developer must also work with the Oliver Kelley Farm to resolve any encroachment concerns resulting from the existing fence. 15. Staff and the developer shall work together to resolve addressing and street alignment concerns. Background/Discussion Earlier this year, Capstone Homes began working with the city to develop approximately 250 acres along the Mississippi River as a single-family residential subdivision. Capstone's first step was to create a master Page 161 of 299 plan/PUD for the 536-lot project. Starting with the PUD, the city and developer have created a shared vision for the area, which will simplify the platting process going forward, as the majority of the subdivisions' features and layout have already been reviewed by the city. The master plan/PUD was approved by the City Council on April 7, 2025, and includes 536 single-family homes on parcels ranging in size from 50-feet wide to 100-feet wide. The density is highest near Highway 10, and the lots increase in width, lower density, closer to the Mississippi River in order to meet the Wild and Scenic River District Standards. Additionally, the NE area of the development includes land slated for future commercial uses and a planned interchange with Highway 10. Comprehensive Plan The Comprehensive Plan was updated as part of the PUD process and guides the site for Mixed Residential and Highway Business uses. The proposed commercial areas and future uses align with the land use guidance. The mixed residential category supports a range of housing types, with the goal of a gentle increase in density when compared to a typical single-family neighborhood. While the proposal doesn’t include townhomes or multifamily uses, the smallest single-family parcels are 50-feet wide, which increases the overall density of the area. Access and Streets As noted earlier, the development is located between Highway 10 and the Mississippi River, but it also abuts the Oliver Kelley Farm historic site along the southern boundary. The main access to the site will be from an improved access point at Highway 10 and 165th Ave. This is the current location of the driveway serving the property. City staff, the developer, and the City Council have been working with MnDOT to design the interchange. The long-term success of the project will require improvements to the 165th Ave intersection and the developer and the city are working together to develop a cost-sharing agreement to design and fund the improvement. Additional access to the development includes an extension of the existing Yale Street dead-end at the north end of the project and a frontage road along Highway 10. The project reserves land for a future interchange, but that is not part of this project. It is anticipated that the improvements at 165th Ave will provide access for the foreseeable future and the interchange will be constructed when funding and traffic demands allow. Internal circulation is provided by public streets; there are no private drives included in the project. A sidewalk is included on one side of each residential street, including the frontage road. Plans also include a 10- foot trail moving through the development, which meets the city’s long-term goal of connecting to the river trail in Ramsey. The city streets will meet the city design standard of 34-feet wide. City Utilities All parcels will be served by city sewer and water. This requires the extension of existing trunk services, which are the responsibility of the developer. A water line will be extended south from Yale Court near Blaze Credit Union. This line will be installed along the existing Yale Street alignment, and installed at the developers' cost. Neighboring property owners will not be assessed a trunk fee, but service stubs are not included as part of the project. A second water line, completing a looped water system, and the main sanitary service will be brought in from the east, along the existing 165th Ave alignment. Housing Types The proposal includes four different lot sizes, ranging in size from 50-foot-wide lots with a 35-foot-wide building pad, up to 100-foot lots overlooking the Mississippi River. Most parcels are between 65 and 75-feet wide and are consistent with developments that have been approved in recent years. Page 162 of 299 The largest lots are located along the river and have a minimum lot size of 20,000 square feet. These standards are a requirement of the Wild and Scenic River District for any parcel that abuts the river. Parcels within the district, but not along the river, are required to be at least 75-feet wide with a minimum size of 10,000 square feet. Proposed setbacks for these lots are 30-feet for the front yard and require a minimum of 15-feet between buildings – generally consistent with the typical R-1c zoning district. Most of the lots, 293 in total, are 65-feet-wide. As noted earlier, this has been the most common parcel size constructed in the city for several years. The proposed setbacks of 25-feet for the front yard and 15 feet between buildings are also typical of these lot types. The smallest lot sizes are close to Highway 10 and are 50-feet-wide with a front yard setback of 25-feet, but maintain 15-feet between buildings. These lots generated a fair amount of conversation at the Planning Commission and City Council. The Planning Commission had recommended increasing the minimum lot size to 52-feet, but the Council ultimately approved the PUD Master Plan with 50-foot lots. Parking has typically been a concern for smaller lots, and the PUD restricts driveway width to 16-feet to maximize curb space for parking. Environmental The site is located within the Wild and Scenic River District, which includes additional performance standards and open space requirements. Generally, the standards require larger lots closer to the river, and a net open space requirement for all areas within the district. The developer has been working closely with the DNR to ensure the proposal satisfies the standards. Additionally, due to the development’s size and location, an Environmental Assessment Worksheet (EAW) is required. An EAW is a state-mandated analysis of the impacts a proposed development project may generate. It includes a wide variety of topics, including traffic, historical elements, natural features, to name a few. The EAW was posted with the Environmental Quality Board (EQB) on May 20, 2025, and the comment period for the project closed on June 20, 2025. City staff and the developer continue to work through the EAW process and addressing all comments provided during this process is a recommended condition of approval. Applicable Regulations Preliminary Plat City ordinance section 30-375 outlines the required findings for approval of a Preliminary Plat. 1. The proposed subdivision is consistent with the zoning regulations (article VI of this chapter) and conforms in all respects with all requirements of this Code, including the zoning regulations and this article. The subdivision is being developed in accordance with the Council approved PUD/master plan. Any standards not specifically noted under that plan must conform with city codes. 2. The proposed subdivision is consistent with all applicable general and specialized city, county, and regional plans, including, but not limited to, the city's comprehensive development plan. The Comprehensive Plan guides the project area for Mixed-Residential Neighborhood Uses. This designation consists of neighborhoods with multiple housing types, including detached single-family, townhomes, villas (patio homes) etc. The proposed project does not include townhomes, but through discussions with the City Council and Planning Commission the subdivision meets the plan's goals through the range of lot sizes. Page 163 of 299 3. The physical characteristics of the site, including but not limited to topography, soils, vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and drainage are suitable for the type and density of development and uses contemplated. The physical characteristics of the site support the proposed use. Stormwater features, including a network of pipes and basins, will ensure water leaving the site, and flowing on to adjacent properties, is consistent with present day metrics. Additionally, the applicant is moving through the Environmental Assessment Worksheet (EAW) process and all state and local entities have had an opportunity to comment on the project’s impact. 4. The proposed subdivision makes adequate provision for water supply, storm drainage, sewage transportation, erosion control and all other services, facilities and improvements otherwise required in this article. The subdivision includes all required connections to public utilities and stormwater infrastructure to meet city requirements. Additional permits required to comply with erosion control standards are required and must be secured prior to building permit issuance. 5. The proposed subdivision will not cause substantial environmental damage. City staff, the developer, and the DNR worked together to ensure the project met the Wild and Scenic River District standards. This includes maintaining at least 50% open space for the entire area within the designated district, preserving 100-foot lots along the river, and 75-foot lots for areas along the bluff. Additionally, the applicant is moving through the Environmental Assessment Worksheet (EAW) process and all state and local entities have had an opportunity to comment on the project’s impact. 6. The proposed subdivision will not conflict with easements of record or with easements established by judgment of a court. There are no conflicts with easements of record. 7. The proposed subdivision will not have an undue and adverse impact on the reasonable development of neighboring land. Most of the neighboring properties are already developed or dedicated to long-term uses prohibiting development. Surrounding properties include single-family and commercial uses to the north, existing agricultural and industrial uses across Highway 10, and the Oliver Kelley Farm to the south. The project will not have an adverse impact on the reasonable development of neighboring land. 8. The proposed subdivision is not premature. A subdivision is premature if any of the following exists: a. Lack of adequate stormwater drainage. b. Lack of adequate roads. c. Lack of adequate sanitary sewer systems. d. Lack of adequate off-site public improvements or support systems. The remaining key consideration is the planned access at 165th Ave. The city and the developer are working closely to develop the plans and install the required improvements. However, until these improvements have been developed in accordance with MnDOTs standards, the development may not be approved to move forward. Staff are confident that the improvements will be finalized, but have included a condition of approval requiring the improvements to Highway 10. Without these improvements, MnDOT would not provide an access permit to the developer. Page 164 of 299 In reviewing the standards for approval of a Preliminary Plat, the proposed project meets the standards, and is recommended for approval with the outlined conditions. Financial Impact Mission/Policy/Goal Explain how this meets the city's mission, current policies and/or council goals Attachments 1. Location Map 2. Oakwater Ridge Preliminary Plat and Plans 3. Oakwater Ridge Master PUD dated April 7, 2025 4. Oakwater Ridge Site Rendering Page 165 of 299 Page 166 of 299 Page 167 of 299 Page 168 of 299 Page 169 of 299 Page 170 of 299 Page 171 of 299 Page 172 of 299 Page 173 of 299 Page 174 of 299 Page 175 of 299 Page 176 of 299 Page 177 of 299 Page 178 of 299 Page 179 of 299 Page 180 of 299 Page 181 of 299 Page 182 of 299 Page 183 of 299 Page 184 of 299 Page 185 of 299 Page 186 of 299 Page 187 of 299 Page 188 of 299 Page 189 of 299 Page 190 of 299 Page 191 of 299 Page 192 of 299 Page 193 of 299 Page 194 of 299 Page 195 of 299 Page 196 of 299 Page 197 of 299 Page 198 of 299 Page 199 of 299 Page 200 of 299 Page 201 of 299 Page 202 of 299 Page 203 of 299 (/.5,9(5/$1'//&6XQILVK/DNH%OYG1:6XLWH5DPVH\01RI2$.:$7(55,'*(3UHOLPLQDU\3ODW,(ON5LYHU01??FPLKTIV?SXEOLF?MREV??VSHFKWIDUPHONULYHU?FDGFG?ODQGVFDSH?BSUHOLPLODQGVFDSHGZJ6DYH'DWH5HYLVLRQV3ULQW1DPH6LJQDWXUH'DWH /LFHQVH'UDZQ'HVLJQHG'DWH,KHUHE\FHUWLI\WKDWWKLVSODQVSHFLILFDWLRQRUUHSRUWZDVSUHSDUHGE\PHRUXQGHUP\GLUHFWVXSHUYLVLRQDQGWKDW,DPDGXO\/LFHQVHG/DQGVFDSH$UFKLWHFWXQGHUWKHODZVRIWKH6WDWHRI0LQQHVRWD5-55\DQ-5XWWJHU5/$5-5/&.521-335(/,0,1$5</$1'6&$3(3/$1/PLANTREE WRAPBACKFILL MIXPAINTED FLUORESCENT ORANGEWHITE FLAGGING (TYP.)DOUBLE STRAND 12 GAUGE WIRE8" 2-PLY NYLON STRAPS8' STEEL TEE POST-4 INCHES HARDWOOD MULCHFROM TOP 1/3 OF THE BALLREMOVE BURLAP & ROPEUNDISTURBED SUBSOIL4 INCH DEEP SAUCERNOTE: SEE PLANTING NOTES FOR THE TYPE OF MULCH MATERIAL TO USE.12"3 REQUIRED AT 120EXISTING GRADEGUY WIRE WITH WEBBINGFLAGGING- ONE PER WIREPLANTING SOIL MIXTURE (SEE SPEC.)MINIMUM 1/2 WIDTH OF ROOT BALL4"-6" SHREDDED BARKMULCHUNDISTURBED OR STABILIZEDSUBSOILNOTE: GUY ASSEMBLY OPTIONAL BUTCONTRACTOR ASSUMES FULLRESPONSIBILITY FOR MAINTAINING TREEIN A PLUMB POSITION FOR THEDURATION OF THE GUARANTEE PERIODGUY ASSEMBLY- 16"POLYPROPYLENE OR POLYETHYLENE(40 MIL) 1-1/2" WIDE STRAP (TYP)DOUBLE STRAND 10 GA. WIRE, 2-7"ROLLED STEEL POSTS (MnDOT 3401)@ 180O.C. (SEE STAKING DIAGRAM)COORDINATESTAKING TO INSUREUNIFORMORIENTATION OF GUYLINES AND STAKES2. TRIM OUT DEAD WOOD AND WEAK AND/ORDEFORMED TWIGS. DO NOT CUT A LEADER. DONOT PAINT CUTS.4. PLACE PLANT IN PLANTING HOLE WITHBURLAP AND WIRE BASKET, (IF USED), INTACT.BACKFILL WITHIN APPROXIMATELY 12" OF THETOP OF ROOTBALL, WATER PLANT. REMOVETOP 1/3OF THE BASKET OR THE TOP TWOHORIZONTAL RINGS, WHICHEVER IS GREATER.REMOVE ALL BURLAP AND NAILS FROM TOP1/3 OF THE BALL. REMOVE ALL TWINE.3. SET PLANT ON UNDISTURBED NATIVE SOILOR THOROUGHLY COMPACTED BACKFILL SOIL.INSTALL PLANT SO THE ROOT FLARE IS AT ORUP TO 2" ABOVE THE FINISHED GRADE.6. WATER TO SETTLE PLANTS AND FILLVOIDS.5. PLUMB AND BACKFILL WITHBACKFILL SOIL.7. WATER WITHIN TWO HOURS OFINSTALLATION. WATERING MUST BESUFFICIENT TO THOROUGHLY SATURATEROOT BALL AND PLANTING HOLE.8. PLACE MULCH WITHIN 48 HOURS OFTHE SECOND WATERING UNLESS SOILMOISTURE IS EXCESSIVE.1. SCARIFY BOTTOM AND SIDES OF HOLEPRIOR TO PLANTING.QRZZKDW V56+((7/6+((7/6+((7/6+((7/6+((7/6+((7/6+((7/6+((7/6+((7/6+((7/6+((7/6+((7/Page 204 of 299 50+76%$(50&$+750$(-/(/.5,9(5/$1'//&6XQILVK/DNH%OYG1:6XLWH5DPVH\01RI2$.:$7(55,'*(3UHOLPLQDU\3ODW,(ON5LYHU01??FPLKTIV?SXEOLF?MREV??VSHFKWIDUPHONULYHU?FDGFG?ODQGVFDSH?BSUHOLPLODQGVFDSHGZJ6DYH'DWH5HYLVLRQV3ULQW1DPH6LJQDWXUH'DWH /LFHQVH'UDZQ'HVLJQHG'DWH,KHUHE\FHUWLI\WKDWWKLVSODQVSHFLILFDWLRQRUUHSRUWZDVSUHSDUHGE\PHRUXQGHUP\GLUHFWVXSHUYLVLRQDQGWKDW,DPDGXO\/LFHQVHG/DQGVFDSH$UFKLWHFWXQGHUWKHODZVRIWKH6WDWHRI0LQQHVRWD5-55\DQ-5XWWJHU5/$5-5/&.521-3/35(/,0,1$5</$1'6&$3(3/$16((6+((7/Page 205 of 299 $(-/6%503'-/$(6%50&$526%+/2%(5%%-/.&)0&$%2+%)0-/%252+7&$)0$(3'6%)032(5&$32%/35(/,0,1$5</$1'6&$3(3/$1/6((6+((7/6((6+((7/6+((7/(/.5,9(5/$1'//&6XQILVK/DNH%OYG1:6XLWH5DPVH\01RI2$.:$7(55,'*(3UHOLPLQDU\3ODW,(ON5LYHU01??FPLKTIV?SXEOLF?MREV??VSHFKWIDUPHONULYHU?FDGFG?ODQGVFDSH?BSUHOLPLODQGVFDSHGZJ6DYH'DWH5HYLVLRQV3ULQW1DPH6LJQDWXUH'DWH 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age 208 of 299 2%+76%$(+%+7-/6%3'6%-/%%52+/-/2%&$+%)0+/6%-/2%(535(/,0,1$5</$1'6&$3(3/$1/6((6+((7/(/.5,9(5/$1'//&6XQILVK/DNH%OYG1:6XLWH5DPVH\01RI2$.:$7(55,'*(3UHOLPLQDU\3ODW,(ON5LYHU01??FPLKTIV?SXEOLF?MREV??VSHFKWIDUPHONULYHU?FDGFG?ODQGVFDSH?BSUHOLPLODQGVFDSHGZJ6DYH'DWH5HYLVLRQV3ULQW1DPH6LJQDWXUH'DWH 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age 210 of 299 PLANNED UNIT DEVELOPMENTApril 7th, 2025OOakwater ridgeElk River, MNPage 211 of 299 Project NarrativeCapstone Homes is submitting for consideration a Master Plan Ordinance Amendment for the development of 250 acres of Mississippi Riverfront, into an exciting new mixed residential community. Capstone Homes is a locally owned hometown builder in the Twin Cities Metro area whose mission is to build quality homes at an exceptional value, while serving and positively impacting the community. Capstone offers modern, open concept floor plans with a huge selection of available structural and cosmetic options to fit any family’s needs. We are the largest privately owned builder in the Twin Cities Area and because we are family owned and operated, we treat each home and homeowner with the utmost care, just like we would our own families.The Specht Family Farm is located at 16330 US Highway 10, running adjacent to the Mississippi River. Nearly 1 mile of this roughly 250 acre neighborhood are home sites that are on and overlooking the Mississippi River. We have worked with city staff and the Department of Natural Resources to establish a neighborhood that protects the Wild and Scenic nature of the Mississippi river throughout the acreage site. Through multiple workshops, meetings and site walks we feel confident that the Master PUD plan submitted meets the design requirements defined in both the City of Elk River Ordinance and the State Wild and Scenic River District. Details associated with this Neighborhood development plan are outlined in this submission for review by City Staff, Planning Commissioners, and City Council members. We look forward to meeting with the Council, Commissioners and respective boards as we share our vision for meeting the growing residential needs of Elk River. Existing ConditionsPage 212 of 299 SPECHT FAMILY FARMPublicPublicRiverfront Riverfront ParkParkPrivate Private HOAHOAParkParkTrailTrailExistingTreesExisting TreesExisting TreesExisting Trees.SܪQYWFYNTS'FXNS.SܪQYWFYNTS.SܪQYWFYNTS'FXNSTrail'FHP\FYJW(MFSSJQ Wetland Wetland WetlandFloodplain Forest Gasline Easement Gasline Ease ment 1FSIXHFUJ'JWR1FSIXHFUJ'JWRLandscape1FSIXHFUJ'JWROakOverlookPondPondPondYM&[J3<9\NS1FPJX5FWP\F^ +ZYZWJYM&[J3<,FYJ\F^7I3<Future OverpassInterim Full Access Intersection+WTSYFLJ7TFI<9WFNQ +ZYZWJ+WTSYFLJ7TFI<9WFNQ +ZYZWJFrontage RoadFrontage Road\9WFNQ +ZYZWJ\9WFNQ +ZYZWJ>FQJ8Y3<HIGHWAY 10OLIVER KELLEY FARMHIGHWAY 10HIGHWAY 101 8.3,1*8.3,1* HOMES HOMESCLASSIC CLASSIC FAMILY FAMILY8.3,1*+&2.1>8.3,1*+&2.1>CLASSICCLASSICHOMESHOMESFUTURECOMMERCIAL(1&88.(8.3,1*+&2.1>-42*8(1&88.(8.3,1*+&2.1>-42*8RIVER HOM ESRIVER HOMES '1:++-42*8'1:++-42*8'1:++'1:++HOMESHOMESRIVERRIVERHOMESHOMES1.'*79>8.3 ,1*+&2 .1>-4 2 *81.'*79>8.3,1*+ & 2.1> - 4 2*830 3501751NGJWY^-TRJX ѣ1TY 175(QFXXNH-TRJX ѣ1TY 293'QZKK-TRJX ѣ1TY 487N[JW-TRJX ѣ1TY 20 Total Residential Lots 536Open Space FHFuture Commercial FHFuture Frontage Road ROW FH3JY7JXNIJSYNFQ&WJF FH Total Site Area FHSITE DATA MISSISSIP PI RI V E R *QP7N[JW23aPage 213 of 299 U.S. HI G H WA Y N O. 10(A.K.A. HI G H WA Y N O. 52 & 169)N.W.YALE STREET MISSIS S I P P I R I V E R165THa%(50aa%(5 0 a a%(50aa%(50a a%(50aa%(50aAVE&200(5&,$/&200(5&,$/:(7/$1'<52+:<52+: <52+: <5 <52+: <52 + : 2+: :(7/$1',1),/75$7,21,1),/75$7,21,1),/75$7,21321'321'321'RI/27(;+,%,7&$36721(+20(6,1&6XQILVK/DNH%RXOHYDUG6XLWH5DPVH\0LQQHVRWD5(9,6,2165HYLVH/D\RXW5HYLVH/D\RXW5HYLVH/D\RXW'5$:1%<352-(&712&5-563(&+7)$0,/<)$50(ON5LYHU0LQQHVRWDI?MREV??VSHFKWIDUPHONULYHU?FDGFG?VXUYH\?OD\RXWV?BVSHFKWIDUPORWH[EWGZJ6DYH'DWH,668('$7('(127(6 5,3$5,$1/276'(127(6 /276'(127(6 /276'(127(6 /,%(57<+20(/276Page 214 of 299 0LFURVRIW&RUSRUDWLRQ0D[DU&1(6'LVWULEXWLRQ$LUEXV'60LFURVRIW&RUSRUDWLRQ0D[DU&1(6'LVWULEXWLRQ$LUEXV'60LFURVRIW&RUSRUDWLRQ0D[DU&1(6'LVWULEXWLRQ$LUEXV'60LFURVRIW&RUSRUDWLRQ0D[DU&1(6'LVWULEXWLRQ$LUEXV'60LFURVRIW&RUSRUDWLRQ0D[DU&1(6'LVWULEXWLRQ$LUEXV'60LFURVRIW&RUSRUDWLRQ0D[DU&1(6'LVWULEXWLRQ$LUEXV'60LFURVRIW&RUSRUDWLR0LFURVRIW&RUSRUDWLR0LFURVRIW&RUSRUDWLR0LFURVRIW&RUSRUDWLR0LFURVRIW&RUSRUDWL0LFUFURVRIW&RUSRUDURVRIW&RUSRUURVRIW&RUSRUDWLRIW&RRURUDWLRQQQ0D[DU&1(60DD[DU&1(6'LVWULEXWLRQ$LUEXV'6VWULEXWLRQ$LUEXV'660LFURVRIW0LFURVRIW&RUSR0LFURVRIW&R0LFURVRIW0LFURVRIW&RUSVRIW&VRIW&RSRRRUDWLRRUDWLRUDWLRUDWLRQ0D[D[DUD[DUU&&1(6&1(6'LVWULEXW'LVWULEXWLRQ$LUEXV'Q$LUEXV'6$LUEXV'6$LUEXV'6V'6'60LFURVRIW&RUSRUDWLR0LFURVRIW&RUSRUDWLR0LFURVRIW&RUSRUDWLRLFURVRIW&RUSRUDWLRQ0D[DU&Q0D[DU&1(6Q0D[DU&1(6Q0D[DU&1(6'LVWULE'LVWVWULEVWLELEEEEXWLRQ$LUEXV'6EXEXWLRQ$LUEXV'6X'60LFURVR0LF0LFURVRIW&RUSRUDWLRRUDWLRUDWQQ0D[DU&1(60D[0D[DU&1(6DU&1(61(6'LVWULEXWLRQ$LUEXV'6'LVWULEX$LLUEXV'6UEXV'60LFURVRIW&RUSRUDWLR0LFURVRIW&RUSRUDWLR0LFURVRIW&RUSRUDWLRVQ0D[DU&Q0D[DU&Q11(1(6(6(6(66'LVWULEXWLRQ$LUEXV'6'LVWULEXWLRQ$LUEXV'6LVWULEXWLRQ$LUEXV'6VWULEXWLRQ$EXWLRQ$LUEXV'6XV':(7/$1',1),/75$7,21,1)/71321'&200(5&,$/&200(5&,$/38%/,&*5((1:$<&255,'2535(6(59('75(($5($a%(50aa%(5 0 a a%(50aa%(50a a%(50aa%(50a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age 215 of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age 216 of 299 7,(5 7,(5 U.S. HI G H WA Y N O. 10(A.K.A. HI G H WA Y N O. 52 & 169)165TH AVENUE N.W.YALE STREET MISSIS S I P P I R I V E R 7,(5:(7/$1'<52+:<52+:7,(57,(57,(57,(57,(5<52+: <5 <52+: <52 + :7,(57,(52+:%/8))%/8))%/8))%/8)) :(7/$1 '7,(5:(7/$1'<52+:<52+:7,(57,(57,(5<52+: <5 <52+: <52 + : 2+:%/8))%/8))%/8))%/8)) :(7/$1 '7,(57,(57,(57,(5:(7/$1 'RI:,/'$1'6&(1,&5,9(5',675,&738''(16,7<(;+,%,7&$36721(+20(6,1&6XQILVK/DNH%RXOHYDUG6XLWH5DPVH\0LQQHVRWD5(9,6,2165HYLVHOD\RXW5HYLVHOD\RXW5HYLVHOD\RXW'5$:1%<352-(&712&63(&+7)$0,/<)$50(ON5LYHU0LQQHVRWDI?MREV??VSHFKWIDUPHONULYHU?FDGFG?VXUYH\?OD\RXWV?BZVGGHQVLW\H[EWGZJ6DYH'DWH,668('$7('(127(6/27$5($6'(127(652:$5($6'(127(6:(7/$1'$5($6'(127(6$5($%(/2:)/22':$<'(127(6%/8))'(127(6&200(5&,$//276'(127(6)/22':$<$%29(2+:$%29(2+:'(127(65,3$5,$1/27 '(127(6 /276'(127(6 1215,3$5,$1/276'(127(6 1215,3$5,$1/276'(127(638%/,&23(163$&('(127(6<52+: Page 217 of 299 U.S. HI G H WA Y N O. 10(A.K.A. HI G H WA Y N O. 52 & 169) YALE STREET MISSIS S I P P I R I V E RAVE N.W.165THROAD N.W.~ P A R K ~OVERPASSTWIN LAKESRI675((7:,'7+ 6,'(:$/.75$,/(;+,%,7&$36721(+20(6,1&6XQILVK/DNH%RXOHYDUG6XLWH5DPVH\0LQQHVRWD5(9,6,2163DUN7UDLOV$GGHG6LGHZDON5HYLVLRQV6LGHZDON$GGHG/D\RXW5HYLVH/D\RXW'5$:1%<352-(&712$'%5-52$.:$7(55,'*((ON5LYHU0LQQHVRWDI?MREV??VSHFKWIDUPHONULYHU?FDGFG?HQJLQHHULQJ?H[KLELWV?BVWUHHWVLGHZDONH[EWGZJ6DYH'DWH,668('$7('(127(6 %$&.72%$&.'(127(6 %,780,128675$,/'(127(6)8785()5217$*(52$'/(*(1''(127(6 &21&5(7(6,'(:$/.'(127(6)8785( %,780,128675$,/127( 5,*+72):$<7<3,&$/81/(66127('Page 218 of 299 U.S. HI G H W A Y N O. 1 0 (A.K.A. HI G H W A Y N O. 52 & 1 6 9) YALE STREET MISSISS I P P I R I V E RAVE N.W.165THROAD N.W.~ P A R K ~OVERPASSTWIN LAKESRI3$5.,1*(;+,%,7&$36721(+20(6,1&6XQILVK/DNH%RXOHYDUG6XLWH5DPVH\0LQQHVRWD5(9,6,216 $GG0D['Z\:LGWK1RWHV'5$:1%<352-(&712$'%63(&+7)$0,/<)$50(ON5LYHU0LQQHVRWDI?MREV??VSHFKWIDUPHONULYHU?FDGFG?HQJLQHHULQJ?H[KLELWV?BSDUNLQJH[EWGZJ6DYH'DWH,668('$7(.(< /27 /27Page 219 of 299 Gn>AHBl!?AIBl NCn#A$nBn%&&01,n,n'&&n,n(n@)-nM2* JPKnLn=Q]D ^RQS TRUVE_WXYTZ`a [WbSPFnc&nd\n +*56,nn78,nef`g`_hcijn9:;<n 4&nk^a`nmn56,-,,*23./nn !"#$$%&') )) ()OCn"@n@n "" " "" "" !" "" " " "1 .#4 44 4 (- -*).+$! +1,% &+'3 0 -"+/-/ (%24 "Page 220 of 299 4C3C !! !! ! !!! !! 5=>*7?+,@8A2-91:C.?7/;07BBC & CC' C() !CC"#C C$%C<K-K KK'+,KEG4K3:K0K/FGGK'9<KHIK78(6;EK=>2?K 1K@ABC.D?=JK )!"#*&*$%K KE5 1 .#4 44 4 (- -*).+$! +1,% &+'3 0 -"+/-/ (%24 63C "" " "" "" !" "" " " " "Page 221 of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age 222 of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age 223 of 299 SPECHT FAMILY FARMPublicPublicRiverfront Riverfront ParkParkPrivate Private HOAHOAParkParkTrailTrailExistingTreesExisting TreesExisting TreesExisting Trees.SܪQYWFYNTS'FXNS.SܪQYWFYNTS.SܪQYWFYNTS'FXNSTrail'FHP\FYJW(MFSSJQ Wetland Wetland WetlandFloodplain Forest Gasline Ease ment Gasline Ease ment 1FSIXHFUJ'JWR1FSIXHFUJ'JWRLandscape1FSIXHFUJ'JWROakOverlookPondPondPondYM&[J3<9\NS1FPJX5FWP\F^ +ZYZWJYM&[J3<,FYJ\F^7I3<Future OverpassInterim Full Access Intersection+WTSYFLJ7TFI<9WFNQ +ZYZWJ+WTSYFLJ7TFI<9WFNQ +ZYZWJFrontage RoadFrontage Road\9WFNQ +ZYZWJ\9WFNQ +ZYZWJ>FQJ8Y3<HIGHWAY 10OLIVER KELLEY FARMHIGHWAY 10HIGHWAY 101 8.3,1*8.3,1* HOMES HOMESCLASSIC CLASSIC FAMILY FAMILY8.3,1*+&2.1>8.3,1*+&2.1>CLASSICCLASSICHOMESHOMESFUTURECOMMERCIAL(1&88.(8.3,1*+&2.1>-42*8(1&88.(8.3,1*+&2.1>-42*8RIVER HOMES RIVER HOMES '1:++-42*8'1:++-42*8'1:++'1:++HOMESHOMESRIVERRIVERHOMESHOMES1.'*79>8.3,1*+ & 2.1> - 4 2*81.'*79>8.3,1*+ & 2.1> - 4 2*830 3501751NGJWY^-TRJX ѣ1TY 175(QFXXNH-TRJX ѣ1TY 293'QZKK-TRJX ѣ1TY 487N[JW-TRJX ѣ1TY 20 Total Residential Lots 536Open Space FHFuture Commercial FHFuture Frontage Road ROW FH3JY7JXNIJSYNFQ&WJF FH Total Site Area FHSITE DATA MISSISSIP PI RI V E R *QP7N[JW23aPage 224 of 299 Oakwater Ridge Preliminary Plat Page 225 of 299 Page 226 of 299 Background §Capstone Homes – 536 lot residential subdivision §2 lots to support future commercial development §Council approved a ZC, LU, and PUD on April 7, 2025. §PUD established the overall standards and framework for the subdivision, not approval to permit. §Preliminary plat is the next step in the process to begin development. §Plat will occur in two phases §Current request provides preliminary approval for 300 lots §Plat is consistent with the approved PUD plans Page 227 of 299 Page 228 of 299 Page 229 of 299 Comprehensive Plan – Land Use §Comp Plan guides the property for Mixed Residential Uses and Highway Business §Mixed Residential encourages neighborhoods with multiple housing types §Proposing four different lot types §Increasing density §Highway Business anticipates commercial uses which benefit from highway frontage – gas station, retail, etc. Page 230 of 299 Page 231 of 299 Zoning Page 232 of 299 General Layout §Most of the site is planned for single-family residential uses §Highest density (50-foot lots) closer to Highway 10 §Largest lots (100-foot lots) along the river §Primary access at 165th Ave/ current driveway location. §Capstone, and City working together to design and construct the new intersection. §Secondary access from Yale Street in NW corner §Long-term plans for interchange - not part of current project Page 233 of 299 Main Access Secondary Access Future Interchange Page 234 of 299 Parcel Design/Layout §Approved PUD includes lots between 50 and 100-feet wide §Majority of the lots are 50 and 65-feet §Driveway widths are limited to 16-feet §Provides ~37-feet between driveways in small lot area §15-feet between homes §25-foot front yard setback Page 235 of 299 Page 236 of 299 Page 237 of 299 Streets and Sidewalks §All streets constructed to city’s design standard and will include a sidewalk or trail on one side of the street. §A trail network has been reviewed by Park and Rec and Council Page 238 of 299 Page 239 of 299 City Utilities §All properties will connect to city sewer and water §Extensions from off-site locations is required §Engineering and utility plans are currently under review. Page 240 of 299 Environmental §A project of this size requires a mandated Environmental Assessment Worksheet (EAW) §EAW comment period closed June 20, 2025 §Two agencies commented §Applicant prepared required response letters §Council action will be requested on August 4, 2025 Page 241 of 299 Page 242 of 299 Planning Commission §PC held a public hearing on June 24, 2025. §Commissioner mentioned concerns with traffic from the development §Staff noted that the developer, MnDOT, and the City Council had worked together to find the best available solution for access. §Will be constructed with phase 1 or 2 §PC unanimously recommended approval. §No additional comments have been received. Page 243 of 299 Actions Requested Approve the preliminary plat of Oakwater Ridge, subject to the conditions noted in the memo. Page 244 of 299 Page 245 of 299 The Elk River Vision A welcoming community with revolutionary and spirited resourcefulness, exceptional service, and community engagement that encourages and inspires prosperity Request for Action To City Council Item Number 7.4 Meeting Date July 21, 2025 Prepared By Zack Carlton, Community Development Director Item Description Preliminary Plat: Sherburne Meadows, Sherburne County - 10638 205th Ave NW Reviewed by Cal Portner Tina Allard Action Requested Approve the preliminary plat of Sherburne Meadows, subject to the following conditions: 1. A wetland replacement plan is required and must be completed prior to approval of the final plat. 2. Wetland boundaries identified on the plat may need to be updated after the subject site has received a Notice of Decision from the TEP. 3. If the road is not immediately constructed as a through street, a temporary cul-de-sac will be required at the dead end. 4. Work with Elk River Municipal Utilities (ERMU) to secure required utility permits and coordinate overhead power lines. 5. The final plat must include an easement vacation request for the existing roadway easements. Background/Discussion Sherburne County has requested approval of a preliminary plat to support their proposed extension of CSAH 33. The submitted plat, Sherburne Meadows, includes four existing parcels (two are currently buildable), which will be redesigned to create three lots, one new buildable parcel, and dedicated right-of-way for the extension of CSAH 33. The parcels are zoned R-1a (single-family residential) with a minimum lot size of 2.5 acres. The proposed lots meet the minimum design standards for the district. There are existing accessory structures that do not comply with city standards, but they will remain as legal nonconforming uses as the proposed changes do not negatively impact the setbacks or structures. Planning Commission The Commission held a public hearing on June 24, 2025. No one spoke during the hearing, and no comments for or against the request were received. The Commission noted the presence of existing roadway easements on the plat. These are typically addressed with a final plat, and staff added a condition to clearly note this requirement. The Commission unanimously recommended approval of the plat, subject to the conditions in the memo. Financial Impact None Page 246 of 299 Mission/Policy/Goal Support the growth and development of the community. Attachments 1. Planning Commission Memo dated June 24, 2025 2. 7.4 Sherburne Meadows Page 247 of 299 The Elk River Vision A welcoming community with revolutionary and spirited resourcefulness, exceptional service, and community engagement that encourages and inspires prosperity Request for Action To Planning Commission Item Number 4.3 Meeting Date June 24, 2025 Prepared By Zack Carlton, Community Development Director Item Description Preliminary Plat: Sherburne Meadows, Sherburne County - 10638 205th Ave. NW Reviewed by Chris Leeseberg Action Requested Recommend, by motion, approval of the preliminary plat for Sherburne Meadows, subject to the following conditions: 1. An approved wetland replacement plan will be required. 2. Wetland boundaries identified on the plat may need to be updated after the subject site has received a Notice of Decision. 3. If the road is not immediately constructed as a through street, a temporary cul-de-sac will be required at the dead end. 4. Work with Elk River Municipal Utilities (ERMU) to secure required utility permits and coordinate overhead power lines. Background/Discussion Sherburne County has requested approval of a preliminary plat to support their proposed extension of CSAH 33. The submitted plat, Sherburne Meadows, includes four existing parcels (two are currently buildable) which will be redesigned to create three lots, one new buildable parcel, and dedicates right-of-way for the extension of CSAH 33. The parcels are zoned R-1a (single-family residential) with a minimum lot size of 2.5 acres. The proposed lots meet the minimum design standards for the district. There are existing accessory structures that do not comply with city standards, but they will remain as legal nonconforming uses as the proposed changes do not negatively impact the setbacks or structures. Applicable Regulations City ordinance section 30-375 outlines the required findings for approval of a plat. 1. The proposed subdivision is consistent with the zoning regulations (article VI of this chapter) and conforms in all respects with all requirements of this Code, including the zoning regulations and this article. The proposed subdivision is consistent with all zoning regulations. The proposed residential parcels comply with the standards and are granted access and frontage on a new public street. New structures will need to meet required setbacks, including those from wetlands. 2. The proposed subdivision is consistent with all applicable general and specialized city, county, and regional plans, including, but not limited to, the city's comprehensive development plan. Page 248 of 299 The subdivision supports the county's transportation plans and is consistent with all other applicable plans. 3. The physical characteristics of the site, including but not limited to topography, soils, vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and drainage, are suitable for the type and density of development and uses contemplated. The existing wetlands on the property have been delineated, but impacts to these wetlands will require full approval from the state. Staff included a recommended condition to ensure the required wetland permits have been secured prior to beginning construction or recording a final plat. 4. The proposed subdivision makes adequate provision for water supply, storm drainage, sewage transportation, erosion control and all other services, facilities, and improvements otherwise required in this article. The lots within the proposed subdivision have access to a city street, and identify primary and secondary septic locations. The county road project will extend further east from the subject site and improve regional transportation access. 5. The proposed subdivision will not cause substantial environmental damage. Once the wetland impacts have been approved, the city's wetland setback and buffer ordinance will limit negative impacts to the natural features. The subdivision will not cause substantial environmental damage. 6. The proposed subdivision will not conflict with easements of record or with easements established by the judgment of a court. The proposed subdivision will not conflict with easements of record or with easements established by the judgment of a court. 7. The proposed subdivision will not have an undue and adverse impact on the reasonable development of neighboring land. The properties around this subdivision are large lor single-family residential uses. The full CSAH 33 extension project will open up more land for continued residential growth. This subdivision will not adversely impact the development potential of the surrounding properties. 8. The proposed subdivision is not premature. A subdivision is premature if any of the following exists: 1. Lack of adequate stormwater drainage. 2. Lack of adequate roads. 3. Lack of adequate sanitary sewer systems. 4. Lack of adequate off-site public improvements or support systems. The subdivision is not premature as the above conditions have been provided for. Financial Impact None Mission/Policy/Goal Support the growth and development of the community. Attachments 1. Location Map 2. Sherburne Meadows Preliminary Plat 3. CSAH 33 Extension Information Page 249 of 299 6KHUEXUQH0HDGRZV Page 250 of 299 Sherburne County, MNVICINITY MAPSec. 14, Twp. 33, Rng. 26 SitePage 251 of 299 PROJECT MAP Quincy StQuincy St34 COUNTY ROADTrott Brook Trott Brook Project Location Proposed Alignment PROJECT AREA ISSUES CSAH 33, between Auburn St and CSAH 13, has safety, capacity and operational issues. Improvements will support continued growth along the corridor and improve mobility for large trucks and other vehicles that use the roadway. Several key issues include: »Substandard horizontal curves and a dangerous “S” curve »Limited shoulder width and difficult side slopes »Increased heavy truck traffic hauling materials across the northern suburbs »Safety issues at existing intersections including need for dedicated right turn lanes and left bypass lanes. »Unsafe sightlines at several key intersections »CSAH 33 crash rate is 4 times higher thanthe average statewide crash rate for similar facilities CSAH 33 (205th Ave NW) RECONSTRUCTION AND REALIGNMENT PROJECT Sherburne County is preparing for the reconstruction of County State Aid Highway (CSAH) 33 between Auburn Street NW and CSAH 13 (Twin Lakes Road NW) in the City of Elk River. Preliminary design will help to: Improve Safety Reduce East-West Travel Time Improve Operations Improve Right Turn Movement (Trucks at CSAH 13) Page 252 of 299 Sherburne Meadows Sherburne County/ CSAH 33 Extension Page 253 of 299 Page 254 of 299 Background §Sherburne County proposes platting four existing parcels into 3 buildable lots §County acquired the parcels in advance of their planned highway extension. §Establishes the new intersection where CSAH 33 will continue east. Page 255 of 299 Page 256 of 299 Page 257 of 299 Planning Commission §PC reviewed this item on June 24, 2025. §One question regarding existing easement shown on plat §Will be addressed as part of the final plat. §Added a condition noting this requirement. §No additional comments and PC unanimously recommended approval. Page 258 of 299 Actions Requested Approve the preliminary plat of Sherburne Meadows with the conditions noted in the memo. Page 259 of 299 The Elk River Vision A welcoming community with revolutionary and spirited resourcefulness, exceptional service, and community engagement that encourages and inspires prosperity Request for Action To City Council Item Number 7.5 Meeting Date July 21, 2025 Prepared By Zack Carlton, Community Development Director Item Description Resolution 25-41: Plat of Meadow Hills, David Held - 20189 Meadowvale Rd NW Reviewed by Cal Portner Tina Allard Action Requested Adopt Resolution 25-41 approving the plat of Meadow Hills, subject to the following conditions: 1. The boundary line adjustment establishing the north lot line must be recorded before the plat of Meadow Hills. 2. All wetland permitting related to the proposed impacts must be approved prior to releasing the final plat for recording. 3. The driveways must be located in accordance with Sherburne County access spacing requirements. 4. All conditions related to the approval of the wetland buffer variance, Case No. V 25-08, must be met prior to issuing building permits. 5. Park dedication shall be paid for two single-family lots. Background/Discussion The applicant has requested approval of a simple plat splitting one existing lot into three lots, creating two new buildable lots. The proposed plat was part of a larger application package that included a lot line adjustment to establish the north lot line for this plat and a variance to allow driveway encroachments into the wetland buffer areas. The lot line adjustment is an administrative process and does not require council action, but the document establishing the new lot line will need to be recorded prior to recording the subject plat. The Board of Adjustments reviewed the variance request on June 24, 2025, and approved limited driveway encroachments up to one foot from the wetland edge. The applicant also received approval from the state to fill a small area of wetland to support a driveway crossing for lot 3. The subject site is in the city's R-1a zoning district, where single-family lots require a minimum lot size of 2.5 acres and 160 feet of frontage along a city street. The proposed plat exceeds these standards, and with the variances, establishes two new single-family lots. The new lots are eligible for park dedication, and payment for two new lots is included as a condition of approval. Financial Impact None Page 260 of 299 Mission/Policy/Goal Support the growth and development of the community. Opportunity to live, work, and play. Attachments 1. Location Map 2. Preliminary Plat 3. Final Plat 4. Plat Resolution 5. 7.5 Meadow Hills Page 261 of 299 Page 262 of 299 Sherburne County, MNVICINITY MAPSec. 19, Twp. 33, Rng. 26 SITEPage 263 of 299 Sherburne County, MNVICINITY MAPSec. 19, Twp. 33, Rng. 26 SITEPage 264 of 299 City of Elk River City Council Resolution 25-____ A Resolution of the City Council of the City of Elk River Granting Plat Approval for Meadow Hills, Case No. P 25-16 WHEREAS,application has been made for plat approval, pursuant to Section 30-391 of the Elk River City Code of Ordinances, of the property legally described on attached Exhibit A and hereinafter referred to as “the Property”; and WHEREAS,the proposed plat complies with each of the conditions set forth by the City Council in its approval of the plat of the Property. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Elk River, Minnesota, as follows: A. The proposed subdivision is consistent with Chapter 30 of the City Code of Ordinances and conforms with all its requirements. B. The proposed subdivision is consistent with all applicable general and specialized city, county, and regional plans including, but not limited to, the city’s Comprehensive Plan. C. The physical characteristics of the site, including, but not limited to, topography, soils, vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and drainage are suitable for the type and density of development and uses contemplated. D. The proposed subdivision makes adequate provision for water supply, storm drainage, sewage transportation, erosion control and all other services, facilities and improvements otherwise required herein. E. The proposed subdivision will not cause substantial environmental damage. F. The proposed subdivision will not conflict with easements of record or with easements established by judgment of a court. G. The proposed subdivision will not have an undue or adverse impact on the reasonable development of neighboring land. Page 265 of 299 1. Final plat approval is hereby granted for the Property. 2. The officers of the City are hereby authorized, once the conditions set forth in Exhibit B are met and complied with, to sign the final plat for the Property and to issue a certified copy of this Resolution giving final approval of the plat. 3. The owner of the Property is authorized to record the final plat as required by law and shall file proof of said recording with the City. No building permits will be issued for the Property until the final plat is recorded. 4. This final plat approval shall expire two years from the date of this resolution if the final plat is not recorded within that time. Passed and adopted this 21st day of July 2025. John J. Dietz, Mayor ATTEST: Tina Allard, City Clerk Page 266 of 299 EXHIBIT A LEGAL DESCRIPTION Tract A, Registered Land Survey No. , Sherburne County, Minnesota Page 267 of 299 EXHIBIT B CONDITIONS OF APPROVAL 1. The boundary line adjustment establishing the north lot line must be recorded before the plat of Meadow Hills. 2. All wetland permitting related to the proposed impacts must be approved prior to releasing the final plat for recording. 3. The driveways must be located in accordance with Sherburne County access spacing requirements. 4. All conditions related to the approval of the wetland buffer variance, Case No. V 25-08, must be met prior to issuing building permits. 5. Park dedication shall be paid for two single-family lots. Page 268 of 299 Meadow Hill David Held Simple Plat Page 269 of 299 Page 270 of 299 Background §The property owner proposes splitting one existing parcel into three lots. §Two would be new buildable lots §Administrative subdivision by simple plat – no PC review. §Public hearing held at CC. §Subdivision also required a variance to support driveway locations – BOA approved on June 24th. §Administrative lot line adjustment for parcel to the north and subject site. §Proposed parcels comply with R-1a standards. Page 271 of 299 Page 272 of 299 Page 273 of 299 Actions Requested Approve the resolution for the plat of Meadow Hills with the conditions noted in the memo. Page 274 of 299 The Elk River Vision A welcoming community with revolutionary and spirited resourcefulness, exceptional service, and community engagement that encourages and inspires prosperity Request for Action To City Council Item Number 7.6 Meeting Date July 21, 2025 Prepared By Zack Carlton, Community Development Director Item Description Conditional Use Permit (Revocation): Carnova, 17242 Ulysses Street Reviewed by Cal Portner Tina Allard Action Requested No action is required as an updated CUP application has been submitted for the property. Background/Discussion The property owner is working with a new operator to update the existing CUP and bring the property into compliance. The proposal reduces the number of dealers and increases the outdoor storage area, addressing concerns that have been discussed with the City Council this year. The updated CUP will be presented to the City Council for their consideration on August 18, 2025. Financial Impact None Mission/Policy/Goal Appropriately govern in an ever-changing environment. Attachments None Page 275 of 299 The Elk River Vision A welcoming community with revolutionary and spirited resourcefulness, exceptional service, and community engagement that encourages and inspires prosperity Request for Action To City Council Item Number 8.1 Meeting Date July 21, 2025 Prepared By Joe Stremcha, Business Services Director/Assistant City Administrator Item Description 2026 Benefit Level for Elk River Fire Relief Association Reviewed by Mark Dickinson Cal Portner Tina Allard Action Requested Approve, by motion, an increase for the Elk River Fire Relief Association (ERFRA) benefit level to $10,750 per year of service, effective January 1, 2026. Background/Discussion Before August 1 of each year, the ERFRA is required to certify to the city the required municipal contribution for the following year. A request for an increase in the Per Year of Service Pension amount, effective January 1 for next year, must also be acted on by the Council before August 1. ERFRA operates under a defined benefit plan. The pension liability is calculated by multiplying the number of active service years by a set benefit level. Members who retire with less than 20 years of service are entitled to a reduced service pension if they have reached the age of 50 years and have completed at least five years of active membership. On June 11, the ERFRA recommended increasing the benefit level to $10,750 from the current benefit level of $9,735, effective January 1, 2025, an increase of $1,015 or 10%. The new benefit level of $10,750 is not expected to require a city contribution for 2026. Starting Rate Amount of Increase New Rate Effective Date $5,091 $269 $5,360 1/1/2015 $5,360 $150 $5,510 1/1/2016 $5,510 $775 $6,285 1/1/2018 $6,285 $835 $7,120 1/1/2019 $7,120 $1,730 $8,850 1/1/2022 Page 276 of 299 $8,850 $885 $9,735 1/1/2025 $9,735 $1,015 $10,750 1/1/2026 The relief assets are managed by The Parr McKnight Wealth Management Group, and projections indicate the funding ratio will remain over 100% even with the increased benefit level. The city representatives that serve as trustees of the ERFRA consist of the fire chief, the mayor, and the assistant city administrator. Financial Impact The annual voluntary contribution of $30,000 is planned to be budgeted in the 2026 Fire budget. Mission/Policy/Goal Responsible for every dollar - Good Stewards Attachments 1. Council Request for 2025 Page 277 of 299 July 21st, 2025 To: Mayor and City Council From: Jeremy Collins, President of the Elk River Fire Department (ERFD) Relief Association Background of the Association The ERFD Relief Association is made up of the active paid-on-call members of the ERFD. The purpose of the association is to provide retirement, disability and death benefits to the members or beneficiaries of members of the department. The pension benefit is also one- way to encourage volunteer or paid-on-call members to “stay on the job.” The State of Minnesota has provided the major share of funding for the association through distribution of the money collected from a gross earnings tax on fire insurance premiums sold in the state. The funds are allocated back to the departments based on the population and property values in the area served by that department. There is a strong relationship between state fire aid and the number of fire-related calls a fire department responds each year. The state fire aid was established in 1885 and has been the most stable source of funding. According to the most recent state auditor’s report, Elk River is in the 98% in the amount received and the 97% in pension amount. The relief association does benefit from the population and valuation that comes from the areas of Otsego and Big Lake Township that is served by ERFD. The city has also shown continued support of the Relief Association as exampled by this year’s budgeted contribution of $30,000. State law requires that a nine-member board of trustees govern a relief association. The ERFD Relief Association is directed by six trustees elected by members of the ERFD, the fire chief, the city Finance Director, and the mayor. A minimum of four meetings are held each year to oversee the management of the Association’s funds. Type of Pension Plan The members of the Relief Association are covered by a defined benefit plan. The benefit level of the plan is determined by the number of members, their length of service, and the value of the relief fund. Benefit level studies are performed on an annual basis. When a benefit level increase is warranted an approval request is made to the City Council. This year the relief board approved a request to council for a 10.4% increase effective January 1, 2026. The per year benefit level would go from $9,735 to $10,750. Page 278 of 299 Investments One hundred percent of the Relief’s assets are invested through The Parr McKnight Wealth Management Group, of Wells Fargo Advisors. The Parr McKnight Group specializes in working with relief associations to help them formulate an investment policy statement, manage, and supervise their investments, receive on going trustee education and assist in the reporting process. They currently work with over sixty-five relief associations in the State. The relief association has adopted an Investment Policy Statement for the investment for our pension fund. Our target investment allocation is sixty percent in stocks, thirty-five percent in bonds and five percent in cash. We rebalance to our target allocation annually. The Relief Board believes in long-term investing and has resisted attempting to time market moves. Funding Ratios The ERFD relief Board believes that it has fiduciary responsibilities to both the membership and to the Council. The responsibility to the membership is to seek the highest financially sound benefit level. The responsibility to the Council is to not expose the city to any financial risk, which could lead to mandatory contributions. Even with a 10.4% increase for 2025 we are projecting a funding ratio over 100% with a zero dollar increase come yearend 2025. Action Requested Approve 10.4% benefit increase. This would change the yearly benefit level from $9,735 to $10,750. The Relief Association membership thanks the Council for its past and future support. Page 279 of 299 The Elk River Vision A welcoming community with revolutionary and spirited resourcefulness, exceptional service, and community engagement that encourages and inspires prosperity Request for Action To City Council Item Number 8.2 Meeting Date July 21, 2025 Prepared By Lindsay Brandner, Senior Administrative Assistant Item Description Sigma Tactical Wellness Heart Testing Reviewed by David Kuhnly Cal Portner Tina Allard Action Requested Review the balances and previous expenditures of Public Safety Aid. Approve, by motion, the use of Public Safety Aid for police officer heart testing through Sigma Tactical Wellness. Background/Discussion SIGMA Tactical Wellness conducts comprehensive cardiac screening for public safety personnel. Heart testing is intended to be part of the department's wellness program. The average age of a public safety person having a heart attack is 46 years old. 92% of first responders test positive for Pre-Clinical Heart Disease, and 90% of police officers who are at risk of a heart attack have symptoms that are missed in traditional screening methods, according to SIGMA. Financial Impact Cost per participant is $874. The total cost depends on participation but will not exceed $23,000. Funds would be taken from Public Safety Aid. Mission/Policy/Goal Goal- Employee wellness Attachments 1. Public Safety Aid Guidance LMC 2. 06-2025 Public Safety Aid 3. Police Public Safety Aid & SIGMA Presentation Page 280 of 299 PUBLIC SAFETY AID MONEY https://www.lmc.org/news-publications/news/all/fonl-public-safety-aid/ Eligible and ineligible uses of the aid The authorizing language in the law provides categories of eligible spending, but the list is not exhaustive. It is also important to note that while legislators expected most of these funds to be used for police and fire expenses, it was intentionally written in a broad way that would allow for other uses as well. The allowable uses named in the new law include: Eligible Uses: •Community violence prevention. •Community intervention programs. •Community engagement. •Mental health crisis responses. •Victim services. •Training programs. •First responder wellness. •Equipment related to fire, rescue, and emergency services. •Other personnel or equipment costs. The law also specifically calls out certain uses that are not eligible. Ineligible uses include: Ineligible uses: •Employer contribution to the Public Employees Retirement Association Police and Fire Plan if the local unit received police state aid in 2022. •Any costs associated with alleged wrongdoing or misconduct. •Purchase of an armored or tactical vehicle or substantially similar vehicle. •Purchase of tear gas, chemical munitions, or substantially similar items. •Costs of construction, reconstruction, remodeling, expansion, or improvement of a police station, including related facilities. “Related facilities” includes access roads, lighting, sidewalks, and utility components on or adjacent to the property on Page 281 of 299 which the police station is located that are necessary for access to and use of the building. Page 282 of 299 Public Safety Aid Date Vendor Description Police Fire 12/26/2023 PS Aid received 572,800.50 572,800.50 3/4/2024 Vector Solutions/Targetsolutions training software 2,383.00 3/4/2024 Vector Solutions/Targetsolutions training software 2,256.00 5/24/2024 Advantage Police Supply Vanguard w/viewport 7,999.75 6/3/2024 FoxFury LLC Ballistic Lights 919.03 6/3/2024 Advantage Police Supply Vanguard w/viewport 15,996.00 6/17/2024 Hard Head Veterans Ballistic Helmets 1,654.50 6/17/2024 All Traffic Solutions Speed signs 32,690.04 7/1/2024 FES Inc.Attack Training Panel/Equip 64,653.00 7/15/2024 Vertex Unmanned Solutions Drone 15,309.00 8/19/2024 Water Rescue Innovations Arm-Loc kits 7,375.00 8/19/2024 Firesled Fitness & Training Training equipment 13,999.00 8/19/2024 Hard Head Veterans Ballistic Helmets 11,495.00 9/3/2024 Fire Vent LLC Roofing platform & chain 20,330.00 9/16/2024 Aid Electric Install speed sign 3,888.59 10/29/2024 Plants & Things USA Patio furniture/pergola 9,926.00 11/18/2024 Fire Facilities Inc Burn trailer 204,016.00 12/2/2024 Rocky Mountain Construction Wellness patio 33,475.00 12/31/2024 RescueGear Inc Water safety gear 7,104.99 1/21/2025 TPI - Travel Products Medical bags 10,080.00 2/3/2025 Flock Group Flock Safety implementation 49,175.00 3/3/2025 Symbol Arts New badge patches (State mandate)1,304.50 3/11/2025 Axon Enterprises Camera contract increase 24,838.01 3/25/2025 Symbol Arts Badge patches 117.25 4/2/2025 Mobile Vehicle Integration Gun locks/squads 4,213.24 4/2/2025 SecureIt Tactical Squad rifle box 3,098.39 4/4/2025 Symbol Arts New badge seal update 5,897.50 4/10/2025 Symbol Arts New badge seal update 1,260.00 4/16/2025 Symbol Arts New badge seal update 180.00 4/29/2025 Sherburne Co Sheriff mHZ radio maintenance 7,040.00 Total Spent 244,366.79 318,307.00 Balance remaining 328,433.71 254,493.50 Page 283 of 299 SIGMA Tactical Wellness & Public Safety Aid Chief David Kuhnly July 21, 2025 Page 284 of 299 Public Safety Aid Expenses •The City of Elk River was awarded $1,145,601 in Public Safety Aid •$572,800.56 was given to the Police Department •Expenses totaling $244,366.79 •Current balance of $328,433.71 Page 285 of 299 Public Safety Aid Expenses Date Vendor Description Police 12/26/2023 PS Aid received 572,800.50 3/4/2024 Vector Solutions/Targetsolutions training software 2,383.00 3/4/2024 Vector Solutions/Targetsolutions training software 2,256.00 5/24/2024 Advantage Police Supply Vanguard w/viewport 7,999.75 6/3/2024 FoxFury LLC Ballistic Lights 919.03 6/3/2024 Advantage Police Supply Vanguard w/viewport 15,996.00 6/17/2024 Hard Head Veterans Ballistic Helmets 1,654.50 6/17/2024 All Traffic Solutions Speed signs 32,690.04 8/19/2024 Water Rescue Innovations Arm-Loc kits 7,375.00 8/19/2024 Hard Head Veterans Ballistic Helmets 11,495.00 9/16/2024 Aid Electric Install speed sign 3,888.59 10/29/2024 Plants & Things USA Patio furniture/pergola 9,926.00 12/2/2024 Rocky Mountain Construction Wellness patio 33,475.00 12/31/2024 RescueGear Inc Water safety gear 7,104.99 1/21/2025 TPI - Travel Products Medical bags 10,080.00 2/3/2025 Flock Group Flock Safety implementation 49,175.00 3/3/2025 Symbol Arts New badge patches (State mandate)1,304.50 3/11/2025 Axon Enterprises Camera contract increase 24,838.01 3/25/2025 Symbol Arts Badge patches 117.25 4/2/2025 Mobile Vehicle Integration Gun locks/squads 4,213.24 4/2/2025 SecureIt Tactical Squad rifle box 3,098.39 4/4/2025 Symbol Arts New badge seal update 5,897.50 4/10/2025 Symbol Arts New badge seal update 1,260.00 4/16/2025 Symbol Arts New badge seal update 180.00 4/29/2025 Sherburne Co Sheriff mHZ radio maintenance 7,040.00 Total Spent 244,366.79 Balance remaining 328,433.71 Page 286 of 299 What is SIGMA Tactical Wellness •Comprehensive cardiac screening program with cardiometabolic testing procedure •The purpose is to identify early coronary artery disease •The screening consists of •CAT scan to identify calcium buildup •Ultrasound carotid artery to identify plaque build up •Stress Test on a stationary bike •Blood draw for •cholesterol •Blood counts •Liver function •Kidney function •Thyroid function •They take the results of these tests and determine risk level •The officer meets with a medical professional to discuss results, risk levels and develop a plan if needed •Dietitian to develop a meal & exercise plan Page 287 of 299 Why ERPD is Requesting PSA Funds •Heart disease is the leading cause of death for public safety personnel •Many of the tests and scans by SIGMA are not included in a regular physical •The life expectancy for public safety personnel is 57 years vs 79 years for general public •46 years old is the average age for public safety personnel to have a heart attack, 65 for general public, Nationally •92% of first responders over the age of 40 years old, test positive for Pre-Clinical Heart Disease •45% of officers having heart attacks are under the age of 45 Page 288 of 299 Why ERPD is Requesting PSA Funds •We are working to strengthen our officer wellness program with programs that are meaningful •28 of our 44 department members are over 40 years old •This program directly benefits our employees •SIGMA is part of the physical and mental health section of our WIP program •This is an expensive program at $874 per participant •Identifying an accurate dollar amount is difficult because we do not require participation •This was requested by line staff Page 289 of 299 The Elk River Vision A welcoming community with revolutionary and spirited resourcefulness, exceptional service, and community engagement that encourages and inspires prosperity Request for Action To City Council Item Number 10.1 Meeting Date July 21, 2025 Prepared By Lauren Wipper, Human Resources Manager Item Description Compensation Plan Study Reviewed by Cal Portner Tina Allard Action Requested Discuss and provide staff direction. Background/Discussion We contracted with consultant Rod Kelsey of Riley, Dettmann & Kelsey LLC in 2006 to review and update our compensation plan. This plan was implemented on January 1, 2007. We have reviewed and updated our plan in-house twice since then, always using the methodology provided to us in 2006. This methodology has served us well; however, staff would like to discuss the Council's tolerance or desire to have our plan once again reviewed by outside eyes. In 2017, we did a full review internally of each position as we had a number of new or merged positions and are required by state law to have internal pay equity. The resulting pay adjustments were done over three budget cycles. In 2023, we did a smaller benchmark adjustment following the pandemic inflation period. Since that time, many of our neighboring cities and peer cities have completed updates to their plans. Within the past year, we have negotiated two non-sworn police officer contracts, which have resulted in pay adjustments due to market conditions. Completing an update this year allows us to properly budget going into 2026 and ensure we remain competitive in the employment market. It also allows us to use two budget cycles to offset the market adjustments. Financial Impact Depending on the scope of the study, costs could be up to $40,000 or $50,000. Market adjustments are to be determined, but could be spread over two budget cycles (2025 ad 2026. Mission/Policy/Goal The Elk River Mission Statement. Page 290 of 299 Attachments None Page 291 of 299 The Elk River Vision A welcoming community with revolutionary and spirited resourcefulness, exceptional service, and community engagement that encourages and inspires prosperity Request for Action To City Council Item Number 10.2 Meeting Date July 21, 2025 Prepared By Mark Dickinson, Fire Chief Item Description Update on Fire Station 1 Architectural Design Reviewed by Mark Dickinson Joe Libor Jr. Cal Portner Tina Allard Action Requested Receive an update on the progress of the architectural design for Fire Station 1. Background/Discussion In October 2024, the City Council approved the contractual services of CNH Architectural Group for the design of Fire Station 1. In March 2025, staff and CNH presented an update on their progress in a work session. At that time, the facility evaluation study was completed, a set of guiding principles and defined project goals and needs were identified, along with site confirmation for the Fire Station. Currently, we have some high-level design concepts for the interior and exterior design and are finalizing those details. The next step in the design process will be to include the services of a Construction Manager at Risk to assist with the more detailed construction of the building, including mechanical, electrical, and civil engineering design. Financial Impact None Mission/Policy/Goal The Elk River Mission statement of growing responsibly and improve citizen quality of life. Attachments 1. July Council Presentation - Fire Station 1 Update Page 292 of 299 July 21, 2025 Elk River FireStation No. 1 Page 293 of 299 Process to Date ›Facility evaluation study completed ›Site evaluation & selection completed ›Defined project goals & guiding principles ›Created space needs program ›Finalizing concept design Page 294 of 299 Schematic First Floor Plan Decon Admin EMS Bay Apparatus Bay Support Station Office EMS General Hot Zone Cold Zone Hot Zone Cold Zone Public Entrance Admin Entrance Firefighter Entrance Public Apparatus Bays Decontamination Support Public EMS Station Office Administration Residence Common Page 295 of 299 Schematic Second Floor Plan General Residential Hot Zone Cold Zone Hot ZoneCold ZoneApparatus Bay EMS Bay Apparatus Bays Decontamination Support Public EMS Station Office Administration Residence Common Page 296 of 299 Schematic Exterior Perspectives Southeast Perspective Northeast Perspective Northwest Perspective Page 297 of 299 Next Steps ›Engage construction manager ›City submittal process ›Continue design process (2 months) ›Complete construction documents (4 months) ›Construction (14-16 months) ›Occupancy Page 298 of 299 Questions CNH ARCHITECTSPage 299 of 299