Subject to change. Live stream/video recording of council meeting at www.belleplainemn.gov ## BELLE PLAINE CITY COUNCIL ## NOTICE OF REGULAR MEETING AND AGENDA Monday, July 20, 2026 – 6:00 PM ## City Hall, 218 North Meridian Street, Belle Plaine, Minnesota Please use the north entrance door ## 1. PLEDGE OF ALLEGIANCE. ## 2. CALL TO ORDER. 2.1. Roll Call. ## 3. APPROVAL OF AGENDA. ## 4. PUBLIC FORUM. *Anyone wishing to address the Council must sign up before the meeting and then have a seat in the audience. The signup sheet is removed 5 minutes before the start of the meeting. Maximum of three (3) minutes per speaker. No official action will be taken. ## 5. APPROVAL OF CONSENT AGENDA. 5.1. Regular Session Minutes of June 15, 2026. 5.2. Work Session Minutes of June 15, 2026. 5.3. Resolution 26-081 Approving Staff Changes for the 2026 Aquatic Center Season. 5.4. Resolution 26-082 Accepting Donations for the 2026 Hook, Line and Heroes Youth Fishing Event. 5.5. Resolution 26-083 Appointing David Wetzel as members of the Belle Plaine Fire Department. 5.6. Resolution 26-088 Approving Terms of a ROSE Program Loan to NCS Holdings, 115 Main Street East. 5.7. Approve Large Assembly Permit for Rooted Legacy Foundation for the 2 nd ## Annual Buffalo Street Bash on September 18, 19 and 20 th , 2026 at Prairie Park. ## 6. DEPARTMENT REPORTS. ## 6.1. Community Services Department. (Report Only) ## 6.2. Ambulance Department. (Report Only) 6.3. Police Department. 6.4. Fire Department. 6.5. Community Development Department. 6.6. Public Works Department. 6.7. City Engineer Department. 6.8. Administration Department. ## 7. PUBLIC HEARINGS. 7.1. Non-Conformance Expansion – 614 Main Street West. The City Council is to hold a public hearing on a request for a non-conformance expansion permit which, if approved, would allow construction of a 780 square foot addition to an existing home. Page 1 of 206 ## 7.1.1. Resolution 26-084 Resolution Conditionally Approving a Non-Conformance Expansion Permit for a Home Addition at 614 Main Street West. 7.2. Rezoning – Lot 1, Block 1, Valley Business Park Fourth. The City Council is to hold a public hearing on Ordinance 26-04 An Ordinance Rezoning Lot 1, Block 1, Valley Business Park Fourth, Scott County, Minnesota from I-C Industrial/Commercial to I-2 General Industrial District. 7.2.1. Ordinance 26-04 An Ordinance Rezoning Lot 1, Block 1, Valley Business Park Fourth, Scott County, Minnesota from I-C Industrial Commercial to I-2 General Industrial District. 7.2.2. Resolution 26-085 Approving Summary Publication of Ordinance 26-04. 7.3. Legacy Crossing LLC Conditional Use Permit and Site Plan. The City Council will consider public comment on conditional use permit and site plan application submitted by Legacy Crossing LLC for property described as Lot 1, Block 1, Valley Business Park Fourth Subdivision. A conditional use permit is required under Section 1105.12 Subd. 5 (7) of the City Code pertaining to uses within the I-2 ## General Industrial District. Site plan approval is required under Section 1103.07 of the Code. If approved the conditional use permit and site plan would allow development of contractor storage garages at Lot 1, Block 1, Valley Business Park Fourth. 7.3.1. Resolution 26-086 - Resolution Approving a Conditional Use Permit and Site Plan Providing for Contractor Storage Garages at Lot 1, Block 1, Valley Business Park Fourth Subdivision. ## 8. BUSINESS. 8.1. Presentation of Claims. 8.1.1. Pay Request No. 1, Pearson Brothers, Inc. for the 2026 Pavement Maintenance Project. 8.1.2. Pay Request No. 2, Pearson Brothers, Inc. for the 2026 Pavement Maintenance Project. 8.1.3. Pay Request No. 9, Wm. Mueller & Sons, Inc. for the 2025 Street Improvement Project. 8.1.4. Pay Request No. 2, McNamara Contracting, Inc. for the WWTF Entrance Project. 8.1.5. Pay Request No. 2, Wm. Mueller & Sons, Inc. for the 2026 Street Improvement Project. 8.1.6. Pay Request No. 9, Rochon Corporation for the Belle Plaine Library Addition Project. 8.2. Joint City Council and EDA Meeting. ## 8.2.1. EDA CALL TO ORDER. ROLL CALL. 8.2.2. EDA Resolution 26-03: Acknowledging Receipt of a Pre-Application and Recommending the City Council Consent to the Process for the Creation of an Economic Development Tax Increment Financing District. 8.2.3. City Council Resolution 26-087 Acknowledging Receipt of a Pre-Application and Consenting to the Process for the Creation of an Economic Development Tax Increment Financing District in Support of CVF Motorsports Inc. Project. ## 8.2.4. EDA ADJOURN MEETING. 8.3. Resolution 26-089 Resolution Authorizing Submittal of an Application to the Scott County Housing Trust Fund. 8.4. Resolution 26-090 Authoring Execution of Cooperative Construction Agreement with State of Minnesota Department of Transportation, City of Belle Plaine and Scott County for the TH 25/CSAH 3 Roundabout Project as part of the FY 2026 Metro Local Partnership Program Funding. 8.5. Resolution 26-091 Authorizing Advertisement for Bids for the Prairie Park Shelter Renovation as part of the 2026 Improvement Project. ## 9. ADMINISTRATION. 9.1. Upcoming Tentative Meetings. 1. Downtown Music and Food Trucks, Wednesday, July 22, 4:30 – 8:00 PM. 2. Design, Monday, August 3, 5:00 PM. 3. City Council, Monday, August 3, 6:15 PM. 4. Work Session, Monday, August 3, 6:30 PM. Page 2 of 206 ## 10. ADJOURN. Page 3 of 206 ## BELLE PLAINE CITY COUNCIL ## REGULAR MEETING ## JUNE 15, 2026 ## 1. PLEDGE OF ALLEGIANCE. Mayor Evans led those present in the Pledge of Allegiance. 2. CALL TO ORDER. 2.1. Roll Call. The Belle Plaine City Council met in Regular Session on Monday, June 15, 2026 at 6:00 PM in the council chambers at City Hall, 218 North Meridian Street, Belle Plaine, MN. Mayor Evans called the meeting to order with Councilmembers Brady Hartmann, Rex Stacey, Luke Otto and Shane Theas present. Also present were City Administrator Meyer, Community Development Director Smith Strack, City Engineer Duncan, Public Works Superintendent Otto, City Attorney, Ambulance Director Burton and Police Chief Stier. Wanda Savage served as the video recording operator. ## 3. APPROVAL OF AGENDA. MOTION by Councilmember Hartmann, second by Councilmember Stacey, to approve the Agenda with the Addition of 4.1. Recognition. ALL VOTED AYE. MOTION CARRIED. ## 4. PUBLIC FORUM. *Anyone wishing to address the Council must sign up before the meeting and then have a seat in the audience. The signup sheet is removed 5 minutes before the start of the meeting. Maximum of three (3) minutes per speaker. No official action will be taken. Dale Loudermilk, 205 W. State Street, spoke on concerns of a change to the Bar-B-Q Days parade this year which does not allow for political entries. Mayor Evans explained Belle Plaine Festival and Events is the group in charge of the event and noted the change has been in effect for about three years. Loudermilk noted concern regarding his calculation of the City being around $18 million dollars in debt with a $10.5 million dollar operating levy. ## 4.1. RECOGNITION. Mayor Evans recognized Video Recording Operator Wanda Savage for her outstanding service to the City of Belle Plaine from 2014-2026. ## 5. APPROVAL OF CONSENT AGENDA. 5.1. Regular Session Minutes of June 1, 2026. 5.2. Resolution 26-073 Approving Staff Changes for the 2026 Aquatic Center Season. 5.3. Resolution 26-074 Establishing 2026 Absentee Ballot Board. 5.4. Resolution 26-075 Accepting Donation from The Hair Loft for the 2026 Hook, Line and Heroes Youth Fishing Event. 5.5. Resolution 26-076 Appointing Election Judges for the 2026 Primary and General Elections and Assist with Absentee Voting. 5.6. Resolution 26-077 Rescinding Resolution 26-066 and Authorizing Use of Forfeiture Vehicle for the Police Department. 5.7. Resolution 26-078 Authorize Ordering Part One of the Well Head Protection Plan Update. 5.8. Approve Temporary On Sale Liquor License for an Event on September 12, 2026 for Our Lady of the Prairie Church at 200 E. Church Street. Page 4 of 206 ## Belle Plaine City Council ## Regular Meeting June 15, 2026 ## UNAPPROVED Page 2 MOTION by Councilmember Stacey, second by Councilmember Theas, to approve the Consent Agenda as follows: 5.1. Regular Session Minutes of June 1, 2026; 5.2. Resolution 26-073 Approving Staff Changes for the 2026 Aquatic Center Season; 5.3. Resolution 26-074 Establishing 2026 Absentee Ballot Board; 5.4. Resolution 26-075 Accepting Donation from The Hair Loft for the 2026 Hook, Line and Heroes Youth Fishing Event; 5.5. Resolution 26-076 Appointing Election Judges for the 2026 Primary and General Elections and Assist with Absentee Voting; 5.6. Resolution 26-077 Rescinding Resolution 26-066 and Authorizing Use of Forfeiture Vehicle for the Police Department; 5.7. Resolution 26-078 Authorize Ordering Part One of the Well Head Protection Plan Update and 5.8. Approve Temporary On Sale Liquor License for an Event on September 12, 2026 for Our Lady of the Prairie Church at 200 E. Church Street. ## ALL VOTED AYE. MOTION CARRIED. ## 6. DEPARTMENT REPORTS. ## 6.1. Community Services Department. (Report Only) The Council Acknowledged receipt of the Community Services Department. 6.2. Ambulance Department. Ambulance Director Sara Burton highlighted the Ambulance Department Report. 6.3. Police Department. Police Chief Stier highlighted the Police Department Report. 6.4. Fire Department. The Council Acknowledged receipt of the Fire Department Report. 6.5. Community Development Department. Community Development Director Smith Strack highlighted the Community Development Report. 7. PUBLIC HEARINGS. None. ## 8. BUSINESS. 8.1. Presentation of Claims. 8.1.1. Pay Request No. 10, The Joseph Company, Inc. for the Well No. 5 and Well House Project. MOTION by Councilmember Stacey, second by Councilmember Hartmann, to approve the reviewed claims as presented in the amount of $464,283.03. ALL VOTED AYE. MOTION CARRIED. 8.2. Resolution 26-079 Authorizing Advertisement for Bids for the Belle Plaine Public Safety Facility Renovation and Expansion Project. City Administrator Meyer reviewed the Public Safety Facility update and estimated cost with contingencies. The Council held discussion. MOTION by Councilmember Hartmann, second by Councilmember Stacey, to approve Resolution 26-079 Authorizing Advertisement for Bids for the Belle Plaine Public Safety Facility Renovation and Expansion Project. ALL VOTED AYE. MOTION CARRIED. Page 5 of 206 ## Belle Plaine City Council ## Regular Meeting June 15, 2026 ## UNAPPROVED Page 3 8.3. Resolution 26-080 Authorizing Preliminary Report for the Proposed 2027 Improvement Project. City Engineer Duncan reviewed the proposed 2027 Improvement Project noting the first step is ordering the feasibility report to get an accurate account of conditions, establish an estimate cost before moving forward. The Council held discussion. MOTION by Councilmember Otto, second by Councilmember Stacey, to approve Resolution 26-080 Authorizing Preliminary Report for the Proposed 2027 Improvement Project. ALL VOTED AYE. MOTION ## CARRIED. ## 9. ADMINISTRATION. 9.1. Upcoming Tentative Meetings. 1. City Offices Closed in Observance of the Holiday, Friday, June 19. 2. Design, Monday, June 22, 5:00 PM. 3. Downtown Music and Food Trucks, Wednesday, June 24, 4:30 – 8:00 PM. 4. City Offices Closed in Observance of the Holiday, Friday, July 3. 5. Public Works, Wednesday, July 8, 7:00 AM. 6. Downtown Music and Food Trucks, Wednesday, July 8, 4:30 – 8:00 PM. 7. EDA, Monday, July 13, 5:00 PM. 8. Planning, Monday, July 13, 6:00 PM. 9. Public Safety, Tuesday, July 14, 7:00 AM. The Council was reminded of the upcoming tentative meetings as listed. ## 10. ADJOURN. MOTION by Councilmember Otto, second by Councilmember Theas, to adjourn the meeting at 6:29 PM. ## ALL VOTED AYE. MOTION CARRIED. ## Respectfully Submitted, ## Renee Eyrich ## Recording Secretary Page 6 of 206 ## UNAPPROVED ## BELLE PLAINE CITY COUNCIL ## WORK SESSION ## JUNE 15, 2026 ## 1. CALL TO ORDER. 1.1. ROLL CALL. A Work Session of the Belle Plaine City Council met on Monday, June 15, 2026 at 6:36 PM in the council chambers of City Hall, 218 North Meridian Street, Belle Plaine, MN. Present were Mayor James Evans and Councilmembers Brady Hartmann, Rex Stacey, Luke Otto and Shane Theas. Also present were City Administrator Meyer, Community Development Director Smith Strack Public Works Superintendent Otto, Police Chief Stier, City Engineer Duncan and City Attorney Bob Vose. ## 2. APPROVAL OF AGENDA. MOTION by Councilmember Otto, second by Councilmember Theas, to approve the Agenda as presented. ALL VOTED AYE. MOTION CARRIED. ## 3. DISCUSSION ITEMS. 3.1. Discussion: Aquatic Center Closing Date. City Administrator Meyer reviewed the Aquatic Center schedule and the change to the start of the school year. The Council held a lengthy discussion. It was the consensus of the Council to close the Aquatic Center for the season on Sunday, August 30 th . 3.2. Discussion: Waste Water Treatment Facility. City Administrator Meyer reviewed where the Waste Water Treatment Facility is at with Point Source Implementation Grant Program (PSIG). City Administrator Duncan and Gunnar Kern reviewed the PSIG funding and options for managing the project. The Council held a lengthy discussion. It was the consensus of the Council to move forward with project and gave direction for staff to start preparations for an RFP for a Construction Manager at Risk (CMAR). ## 3.3. Discussion: Food Trucks – Restaurants Community Development Director Smith Strack reviewed the discussion from EDA regarding engaging stakeholders for a Food Truck Discussion. The Council held discussion. It was the consensus of the Council to move forward with discussion with stakeholders. ## 3.4. 2050 Comp Plan – Community Values Community Development Director Smith Strack reviewed the status of the 2050 Compressive Plan. The Council reviewed and shared their chosen community value statements. ## 4. ADJOURN. MOTION by Councilmember Otto, second by Councilmember Theas, to adjourn the meeting at 7:30 PM. ## ALL VOTED AYE. MOTION CARRIED. ## Respectfully Submitted, ## Renee Eyrich ## Recording Secretary Page 7 of 206 ## MEMORANDUM ## DATE: July 20, 2026 ## FROM: ## Public Works Superintendent, Todd Otto ## AGENDA ## ITEM: Resolution 26-081 Approving Staff Changes for the 2026 Aquatic Center Season. ## BACKGROUND/ ## JUSTIFICATION: The City of Belle Plaine operates the Aquatic Center. Aquatic Staff who successfully complete and pass the Lifeguard Training are eligible to move to Lifeguard I employees. Lifeguard 1 employees who successfully complete and pass the Water Safety Instructor Course are eligible to move to Lifeguard II employees. Aquatic Center Manger Wadsley has verified the successful completion or the required training and recommends appointing those listed in the attached resolution. ## FISCAL ## IMPACT: ## Budgeted Position ## STAFF ## RECOMMENDATION: Approve Resolution 26-081 Approving Staff Changes for the 2026 Aquatic Center Season. Page 8 of 206 ## BELLE PLAINE CITY COUNCIL ## RESOLUTION 26-081 Approving Staff Changes for the 2026 Aquatic Center Season. WHEREAS, staff has a need for seasonal employees to perform duties at the Aquatic Center; WHEREAS, Aquatic Staff who successfully complete and pass the Lifeguard Training are eligible to move to Lifeguard I employees; WHEREAS, Lifeguard who successfully complete and pass the Water Safety Instructor Training are eligible to move to Lifeguard II employees; WHERAS, the city appoints head guards annually by taking applications and preforming interviews; WHEREAs, Lifeguards with a proven record of leadership are eligible to apply and be appointed as Head ## Guards; WHEREAS, staff has recommended the appointments as listed on Attachment A. ## NOW THEREFORE BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF BELLE PLAINE, SCOTT COUNTY, MINNESOTA, THAT: The individuals listed on Attachment A are hereby conditionally appointed as indicated, subject to the rules of the City’s Personnel Policy with pay scale as follows: 1. Effective as set in the attachment. The adoption of the foregoing resolution was duly moved by Councilmember _____________ and seconded by Councilmember ________________, and after full discussion thereof and upon a vote being taken thereon, the following Councilmembers voted in favor thereof: and the following voted against the same: Whereupon said resolution was declared duly passed and adopted. Dated this 20 th day of July 2026. ## ATTEST: ___________________ _______________________ ## James Evans Dawn Meyer Mayor City Administrator Page 9 of 206 ## Attachment A ## Life Guard ## Employee Current Title/Level Current ## Step ## New Title/Level New ## Step ## Effective ## Date Nina Messer Aquatic Staff Level II 2 Life Guard I 1 6/27/2026 Page 10 of 206 ## MEMORANDUM ## DATE: July 20, 2026 ## FROM: ## Amy Jo Jirik, Finance Director ## AGENDA ## ITEM: Resolution 26-082 Accepting Donations for the 2026 Hook, Line and Heroes Youth Fishing Event. ## BACKGROUND/ ## JUSTIFICATION: The City received generous donations from Belle Plaine Festivals and Events in the amount of $1,500.00, Belle Plaine Lions Club in the amount of $325.00 and Rooted Legacy Foundation in the amount of $500.00 for the 2026 Hook, Line and Heroes Youth Fishing Event. The donation must be accepted by the Council in Resolution form. ## FISCAL ## IMPACT: The donation will offset expenses for the event. ## STAFF ## RECOMMENDATION: Approve Resolution 26-082 Accepting Donations for the 2026 Hook, Line and Heroes Youth Fishing Event. Page 11 of 206 ## BELLE PLAINE CITY COUNCIL ## RESOLUTION 26-082 ## ACCEPTING A DONATIONS FOR THE ## 2026 HOOK, LINE AND HEROES YOUTH FISHING EVENT WHEREAS, Belle Plaine Festivals and Events has generously offered a donation of $1,500.00 to be used for the 2026 Hook, Line and Heroes Youth Fishing Event; and WHEREAS, Belle Plaine Lions Club has generously offered a donation of $325.00 to be used for the ## 2026 Hook, Line and Heroes Youth Fishing Event; and WHEREAS, Rooted Legacy Foundation has generously offered a donation of $500.00 to be used for the 2026 Hook, Line and Heroes Youth Fishing Event. ## NOW THEREFORE BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF BELLE PLAINE, COUNTY OF SCOTT, MINNESOTA, THAT: It hereby accepts the donations to be used for the 2026 Hook, Line and Heroes Youth Fishing Event. The adoption of the foregoing resolution was duly moved by Councilmember _____ and seconded by Councilmember ______, and after full discussion thereof and upon a vote being taken thereon, the following Councilmembers voted in favor thereof: and the following voted against the same: Whereupon said resolution was declared duly passed and adopted. Dated this 20 th day of July, 2026. ## ATTEST: ___________________ _______________________ ## James Evans Dawn Meyer Mayor City Administrator Page 12 of 206 ## MEMORANDUM ## DATE: July 20, 2026 ## FROM: ## Steve Otto, Fire Chief ## AGENDA ## ITEM: Resolution 26-083 Appointing David Wetzel as members of the Belle Plaine Fire Department. ## BACKGROUND/ ## JUSTIFICATION: The Belle Plaine Fire Department recently conducted a recruitment process for firefighter positions. Following the candidate interviews, staff recommends appointing David Wetzel to the Fire Department. These appointments are contingent upon the successful completion of pre-employment requirements, including drug screening, background checks, psychological and physical evaluations, and the submission of all necessary new –hire documentation. With this appointment, the department’s roster would increase to 30 members. It should be noted that in 2023, the Council authorized a total roster of 35 firefighters, which remains incorporated into the 2026 budget. The City accepts applications from prospective candidates on a rolling basis and conducts periodic reviews as part of its ongoing recruitment efforts. ## FISCAL ## IMPACT: Included in the 2026 Budget with a roster of 35 active members. ## STAFF ## RECOMMENDATION: Approve Resolution 26-083 Appointing David Wetzel as members of the Belle Plaine Fire Department. Page 13 of 206 ## BELLE PLAINE CITY COUNCIL ## RESOLUTION 26-083 ## APPOINTING DAVID WETZEL AS MEMBERS OF ## THE BELLE PLAINE FIRE DEPARTMENT. WHEREAS, the Belle Plaine Fire Department has an annual budget for 35 firefighters; WHEREAS, the Belle Plaine Fire Department seeks a roster of approximately 30 firefighters; WHEREAS, the Fire Department has vacancies and has sought candidates to fill the positions; WHEREAS, after careful review and interview David Wetzel has been selected for appointment to the Belle Plaine Volunteer Fire Department. ## NOW THEREFORE BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF BELLE PLAINE, SCOTT COUNTY, MINNESOTA, THAT: It hereby approves the appointment of David Wetzel as member of the Belle Plaine Volunteer Fire Department effective immediately, subject to the rules of City’s Personnel Policy and contingent upon: 1. Acceptable pre-employment drug screening and physical 2. Acceptable background investigation. 3. Submittal of administrative new-hire forms. The adoption of the foregoing resolution was duly moved by Councilmember __ and seconded by Councilmember ___, and after full discussion thereof and upon a vote being taken thereon, the following Councilmembers voted in favor thereof: and the following voted against the same: Whereupon said resolution was declared duly passed and adopted. Dated this 20 th day of July, 2026. ## ATTEST: ___________________ _______________________ ## James Evans Dawn Meyer Mayor City Administrator Page 14 of 206 ## MEMORANDUM ## DATE: July 20, 2026 ## FROM: ## Cynthia Smith Strack, Community Development Director ## DISCUSSION ## ITEM: Resolution 26-088 Resolution Approving Terms of a ROSE Program Loan To NCS Holdings ## LLC, 115 Main Street East ## BACKGROUND/ ## JUSTIFICATION: Nick Schmidt, NCS Holdings LLC has applied for a ROSE loan for façade changes at 115 Main Street East. Additional information is attached. Schmidt proposes adding board & batten LP trim board over the stucco on the lower half of the building and then painting it “Iron Ore”. Schmidt further proposes adding low profile cedar boxes below the windows, and wood bead board tongue and groove on the ceiling of the awning (stained to match the flower boxes) and new fascia to the awning. Later this summer, Schmidt plans on having the brick cleaned and tuckpointed, adding new black framed windows to the 2 nd story, and re-roofing the awning. The Design Committee has reviewed and approved proposed façade changes. ROSE loan guidelines allow a 1:1 grant level for most elements of the proposed project. The ROSE program matrix is in the packet. Two bids related to the project are included with the application. The bids have crossover in work proposed. The bids total $3,900 and $4,000. The project would appear to be eligible for a $1500 ROSE Loan. EDA program funds are available to support the ROSE loan. ## ATTACHMENTS: • Application materials • Resolution 26-088 Resolution Approving Terms of a ROSE Program Loan To NCS Holdings LLC, 115 Main Street East. ## RECOMMENDATION: The EDA recommends approval of the proposed loan in an amount of $1,500. ## ACTION OPTIONS: 1. Approve the request. 2. Deny the request with findings. 3. Postpone consideration to a future time. ## SIGNATURE: Page 15 of 206 ## Existing Facade Page 16 of 206 ## Proposed Facade Page 17 of 206 Page 18 of 206 Page 19 of 206 Page 20 of 206 Page 21 of 206 ## CITY OF BELLE PLAINE ## RESOLUTION NO. 26-088 ## RESOLUTION APPROVING TERMS OF A ROSE PROGRAM LOAN TO ## NCS HOLIDNGS LLC, 115 MAIN STREET EAST BE IT RESOLVED BY the City Council (the “City Council”) of the City of Belle Plaine, Minnesota (the “City”), as follows: 1. Façade Improvement Loan Program. The City and the Belle Plaine Economic Development Authority (the “EDA”) previously approved the EDA’s Restoration, Opportunity, Sustainability, and Enterprise (ROSE) Program which provides financial support for improvements to commercial properties in our community, and which is administered by the EDA. 2. Request for Loan. Nick Schmidt, NCS Holdings LLC (the “Property Owner”, “Borrower”, “Maker”) has requested a 2026 ROSE loan in the amount of one thousand five hundred dollars ($1,500.00) (the “Loan”) in order to finance improvements at 115 Main Street East (the “Property”) consisting of updating the street level facade (the “Project”). 3. Proposed Terms of Loan. The Loan is to be made from the EDA’s Façade Improvement Loan Program in the amount of $1500.00. The Loan will be forgiven provided that the Property Owner ensures a business remains in business on the Property for at least one year following the disbursement of the Loan or transfers ownership of the business to another entity that maintains a business in the improved building for at least one year following disbursement of the Loan. The obligation of the Borrower or Property Owner to repay the Loan in the event that any portion of the principal amount of the Loan is not forgiven will be evidenced by a Promissory Note (the “Note”) to be delivered by the Borrower. 4. City Council Approval. The City Council hereby approves the Loan proposed to be provided to the Borrower, subject to the conditions below. In the event 180 days pass after the date of approval and Loan proceeds have not been distributed, this approval shall expire. a. Execution of a promissory note by the Property Owner and Lessee. b. Submittal (to the office of the Community Development Director) of a completed W-9 from the contractor. c. Issuance of a building permit. 5. Promissory Note. The City Council has had an opportunity to review the Note to be executed by the Borrower. The City Council hereby approves the form of Note. 6. Effective Date. This resolution shall be effective as of the date hereof. The adoption of the foregoing resolution was duly moved by Councilmember and seconded by Councilmember , and after full discussion thereof and upon a vote being taken thereon, the following Councilmembers voted in favor thereof: and the following voted against the same: Whereupon said resolution was declared duly passed and adopted. Dated this 20 th day of July, 2026 ## ATTEST _________________________ _____________________________ James Evans Dawn Meyer Mayor City Administrator Page 22 of 206 ## MEMORANDUM ## DATE: July 20, 2026 ## FROM: ## Dawn Meyer, City Administrator ## AGENDA ## ITEM: Approve Large Assembly Permit for Rooted Legacy Foundation for the 2 nd ## Annual Buffalo Street Bash on September 18, 19 and 20 th , 2026 at Prairie Park. ## BACKGROUND/ ## JUSTIFICATION: Ashley Lyons of Rooted Legacy Foundation has submitted a request for a large assembly permit to host the “2 nd Annual Buffalo Street Bash” events on September 18, 19 and 20 th , 2026 at Prairie Park. The events will be beginning Friday, September 18 th at noon and ending at 11:00 PM, Saturday with the first game at 8:00 AM and ending at 11:00 PM and Sunday with the first game at 8:00 AM and ending at 11:00 PM. The co-ed softball tournament event includes alcohol and food being served by a private vendor. The applicant indicates a max of 500 people for the event with an estimated 100-150 people present at any given time. The application does not request any road closures or public right-of-way obstructions. The application was reviewed by staff and staff recommends approval with the applicant responsible for the following, in addition to other requirements listed on the permit application: 1. The applicant is to be in close communication with Public Works Superintendent, and Police Chief regarding security requirements and use of City property. 2. Submittal of general liability insurance coverage. 3. Copy of liquor vendors license. 4. Submittal of liquor liability insurance coverage for the vendor. 5. Overflow parking at Prairie Grille & Bowl if necessary. 6. Designated and restrict access around shelter/bleachers and porta potty for alcohol sales and containment. 7. Post “No alcohol past this point” signage. 8. Post “No Outside coolers” signage. 9. Volunteer’s monitoring alcohol area. 10. Responsible for garbage removal nightly. 11. Responsible for any additional cost for electrical use of field lights. 12. Overall cleanup after event. ## FISCAL ## IMPACT: ## N/A ## STAFF ## RECOMMENDATION: Approve Large Assembly Permit for Rooted Legacy Foundation for the 2 nd ## Annual Buffalo Street Bash on September 18, 19 and 20 th , 2026 at Prairie Park. Page 23 of 206 ## City Council Report ## Dorothy Koller July 2026 ## Drivers Education ##  Two Summer Sessions o June = FULL o July = Almost full  Two Behind-the-Wheel vehicles out on a regular basis ## Youth Enrichment & Recreation ##  Summer Camps o Have been going great, large numbers, happy busy kids! ## Preschool/Kids Co/ECFE ##  Kids Company o Summer Registration closed - over 190 children registered o School Year Registration starts soon!  Preschool registration for 2026-27 o 4 year olds = FULL o 3 year olds = Almost Full ## Adult Rec/Enrichment/Family  Raise The Bar is continuing with strong energy. ##  BPXC Summer Training ##  Adult Trips Page 24 of 206 Page 25 of 206 Page 26 of 206 Page 27 of 206 Page 28 of 206 Page 29 of 206 Date IS BETWEEN 06/01/2026 AND 06/30/2026; AND Response Zone IS Belle Plain City ## Response Times by Priority ## Using Call Started Time ## Dispatch Priority ## Date ## Call Type ## Started TimeAt Scene ## Response Time Run # Incident # ## Late Reason Code 26/2/2026ALS04:16:2100:07:21<None> 773926-00753004:09:00 Code 26/2/2026BLS08:29:5600:08:31<None> 774726-00753808:21:25 Code 26/7/2026ALS00:00:00N/A<None> 801326-00779723:59:51 Code 26/7/2026ALS00:00:00N/A<None> 801526-00779700:04:31 Code 26/7/2026ALS08:09:3100:06:39<None> 803126-00781408:02:52 Code 26/7/2026ALS15:04:0600:05:41<None> 803926-00782214:58:25 Code 26/8/2026BLS19:55:5900:06:31<None> 809326-00787619:49:28 Code 26/11/2026ALS14:13:5200:03:21<None> 822026-00800314:10:31 Code 26/15/2026ALS23:22:0200:14:48<None> 847126-00824623:07:14 Code 26/19/2026ALS20:58:2100:06:57<None> 867726-00844420:51:24 Code 26/10/2026ALS01:46:2400:05:51<None> 815326-00793601:40:33 Code 26/11/2026ALS03:00:5200:04:47<None> 819726-00798002:56:05 Code 26/22/2026BLS09:18:5600:04:45<None> 883526-00859109:14:11 Code 26/22/2026ALS23:54:2300:06:29<None> 887226-00862723:47:54 Code 26/24/2026ALS12:07:2500:07:19<None> 892826-00868312:00:06 Code 26/24/2026ALS19:14:2200:01:55<None> 894626-00870019:12:27 Code 26/26/2026ALS11:53:1200:06:10<None> 903226-00878611:47:02 Code 26/27/2026ALS00:00:00N/A<None> 909926-00885217:08:20 Code 26/27/2026ALS17:33:5400:14:40<None> 910026-00885217:19:14 ## Total Calls for Code 2: 19Average Response Time: 00:05:52 ## Dispatch Priority ## Date ## Call Type ## Started TimeAt Scene ## Response Time Run # Incident # ## Late Reason Code 36/27/2026ALS22:06:4500:05:05<None> 910926-00886122:01:39 Code 36/28/2026ALS10:09:0000:08:51<None> 911926-00887110:00:08 Code 36/29/2026ALS09:01:4300:04:00<None> 915326-00890108:57:43 Code 36/29/2026ALS10:26:0300:21:23<None> 916126-00890910:04:40 Code 36/29/2026ALS18:50:4100:14:52<None> 918726-00893418:35:48 Code 36/30/2026ALS10:13:5900:07:32<None> 923026-00897510:06:27 Code 36/26/2026ALS18:16:5900:04:33<None> 904826-00880118:12:25 Code 36/27/2026ALS03:03:0100:06:45<None> 906526-00881802:56:16 Code 36/27/2026ALS13:48:3100:05:06<None> 908826-00884113:43:24 Code 36/22/2026ALS16:30:2800:04:33<None> 885726-00861216:25:55 Code 36/11/2026ALS11:31:4500:04:28<None> 821026-00799311:27:17 Code 36/20/2026ALS16:55:4900:04:37<None> 872126-00848816:51:12 Code 36/21/2026ALS10:36:0000:06:39<None> 877226-00853710:29:21 Code 36/21/2026ALS00:00:00N/A<None> 877326-00853710:37:56 Code 36/21/2026ALS10:55:3700:16:35<None> 877426-00853710:39:02 Code 36/21/2026ALS11:11:3600:41:45<None> 877626-00853710:29:51 Code 36/21/2026ALS10:36:2300:07:00<None> 877726-00853710:29:23 \\zoll-02-p-web01\RNDB\reports32\DISPATCH\PERFORMANCE\RESPONSE TIMES\Response by Priority Call Started.rpt ## RescueNet™ Printed on: 7/1/2026 at 2:17:57PMPage 1 of 2 Page 30 of 206 Date IS BETWEEN 06/01/2026 AND 06/30/2026; AND Response Zone IS Belle Plain City ## Response Times by Priority ## Using Call Started Time ## Dispatch Priority ## Date ## Call Type ## Started TimeAt Scene ## Response Time Run # Incident # ## Late Reason Code 36/21/2026ALS10:36:2300:07:00<None> 877826-00853710:29:23 Code 36/21/2026ALS10:36:2300:07:00<None> 877926-00853710:29:23 Code 36/21/2026ALS17:39:0200:07:36<None> 880026-00855817:31:25 Code 36/21/2026ALS23:14:5500:15:20<None> 882126-00857722:59:34 Code 36/22/2026ALS02:52:0000:10:47<None> 882626-00858202:41:13 Code 36/16/2026ALS14:42:5300:22:12<None> 850226-00827714:20:41 Code 36/16/2026ALS00:00:00N/A<None> 850326-00827714:22:08 Code 36/17/2026ALS13:57:0000:06:22<None> 855926-00833113:50:38 Code 36/18/2026ALS06:51:1100:04:36<None> 857926-00835106:46:35 Code 36/12/2026ALS07:20:3400:04:47<None> 826326-00804407:15:47 Code 36/12/2026ALS15:46:5500:03:56<None> 828526-00806515:42:59 Code 36/12/2026ALS00:00:00N/A<None> 829526-00807519:52:24 Code 36/13/2026ALS01:44:2700:05:15<None> 831326-00809301:39:12 Code 36/14/2026ALS07:13:2200:05:49<None> 836826-00814707:07:33 Code 36/15/2026ALS17:10:0900:04:09<None> 845226-00823017:06:00 Code 36/9/2026ALS01:33:3300:05:30<None> 810426-00788701:28:03 Code 36/1/2026ALS11:25:5400:05:52<None> 768826-00748011:20:02 Code 36/1/2026ALS13:22:3800:24:31<None> 769326-00748512:58:07 Code 36/1/2026ALS14:08:5900:10:33<None> 769726-00748913:58:26 Code 36/7/2026ALS19:16:5900:07:56<None> 805126-00783419:09:03 Code 36/7/2026ALS21:32:5100:05:19<None> 805326-00783621:27:32 Code 36/8/2026ALS11:16:2300:05:43<None> 807326-00785611:10:40 Code 36/2/2026ALS10:50:4800:04:31<None> 775526-00754610:46:17 Code 36/4/2026ALS09:12:3700:19:44<None> 786026-00765108:52:53 Code 36/4/2026ALS10:23:0300:04:25<None> 786226-00765310:18:38 Code 36/4/2026ALS23:27:4000:12:29<None> 789526-00768623:15:11 Code 36/6/2026ALS01:23:3900:11:09<None> 794726-00773801:12:30 Code 36/6/2026ALS11:15:2200:04:53<None> 796626-00775711:10:29 Code 36/6/2026ALS13:12:1400:05:05<None> 797226-00776313:07:08 ## Total Calls for Code 3: 46Average Response Time: 00:08:36 ## Total Average Response Time: 00:07:49Grand Total Calls: 65 \\zoll-02-p-web01\RNDB\reports32\DISPATCH\PERFORMANCE\RESPONSE TIMES\Response by Priority Call Started.rpt ## RescueNet™ Printed on: 7/1/2026 at 2:17:57PMPage 2 of 2 Page 31 of 206 ## Belle Plaine Police Department 420 E Main St., PO Box 129, Belle Plaine, MN 56011 ## Terry M. Stier ~ Chief of Police Office: 952-873-4307 Fax: 952-873-3850 DATE: July 8, 2026 ## TO: Mayor and Council ## RE: Monthly Police Report For the month of June, your Police Department handled 20 reported criminal cases, resulting in 33 offenses, wrote 148 traffic citations and warnings and recorded 626 calls for service. 06-01-26 Chief Stier attended a Finance Ways and Means meeting at City Hall. 06-01-26 Chief Stier attended a City Council meeting at City Hall. 06-03-26 Chief Stier and Officers attended All Wheel Wednesday Event. 06-04-26 Chief Stier attended a Scott / Carver County Chiefs meeting in Shakopee. 06-04-26 Officer Guralnik provided two car seats to a family in need. 06-09-26 Chief Stier, Administrative Assistant Latzke, City Administrator Meyer, Mayor Evans, ## Councilmember Otto, Councilmember Stacey, Ridgeview Ambulance Operations Manager Burton and Patrol Sergeant Vycital held a Public Safety Committee meeting at the Police Department. 06-09-26 Chief Stier attended a Minnesota Fusion Center briefing on emerging threats via Teams. 06-10-26 Chief Stier and Sergeant Cayer attended a funeral for Minnesota State Patrol Lt. Uthe in Apple Valley. 06-10-26 Officer Guralnik presented a Bike Safety Class and bike ride with 3 rd , 4 th and 5 th grade kids at Kids Company. 06-10-26 Chief Stier and Officers attended All Wheel Wednesday Event. 06-11-26 Officer Guralnik spoke to 5 th , 6 th , 7 th and 8 th graders prior to their weight room summer camp about the safety of e-bikes and e-scooters. 06-11-26 Officers hosted Popsicles in the Park at Prairie Park. 06-11-26 Officers visited with residents at Spero Senior Living during their birthday month celebration. 06-12-26 Officers hosted a car seat clinic at Early Childhood Academy. Page 32 of 206 06-15-26 Chief Stier attended a Finance Ways and Means meeting at City Hall. 06-15-26 Chief Stier attended a City Council meeting at City Hall. 06-17-26 Officer Weckman stopped at Kingsway Retirement Living to have Coffee with a Cop with the residents. ## 06-17-26 Chief Stier and Officers attended All Wheel Wednesday Event 06-18-26 Chief Stier attended a Minnesota Chiefs of Police Association meeting in New Brighton. 06-20-26 Officers visited with residents at Spero Senior Living at their annual BBQ. 06-22-26 Officer Wilson and Officer Sames spoke to the Driver’s Ed students and answered their questions. 06-24-26 Chief Stier attended a meeting at City Hall to discuss the proposed high school building. 06-24-26 Officer Guralnik provided a car seat to a family in need. 06-24-26 Chief Stier and Officers attended All Wheel Wednesday Event. 06-25-26 Chief Stier attended a Minnesota Chiefs of Police Association Conference Committee meeting. 06-25-26 Officers hosted Popsicles in the Park at Heritage Square Park. 06-30-26 Officer Theis attended pool night at Spero Senior Living and visited with residents. Page 33 of 206 ## MAYJUNEYEAR TO DATE ## TOTALTOTALTOTAL ## Alcohol Offenses113 ## Assault2312 ## Burglary000 ## Criminal Sexual Conduct123 ## Criminal Fire000 ## Damage to Property103 ## Disorderly Conduct001 ## Driving While Intoxicated2422 ## Drug Offenses012 ## Family Offenses102 ## Forgery/Fraud014 ## Harassment/Harassing Calls 000 ## Obstruction004 ## Stolen Motor Vehicle/Tampering012 ## Theft4213 ## All Others 4527 ## TOTAL162098 ## June Clearance Numbers Include: A total of 20 separate cases resulting in 33 offenses Cases cleared by arrest 1219 Cases cleared by exception 20 Cases are currently inactive 00 Cases are currently active 11 ## Unfounded10 1620 ## June Percent Cleared : 94.00%95.00% ## BELLE PLAINE POLICE DEPARTMENT – MONTHLY STATISTICS-2026 ## CRIMINAL ACTIVITY Page 34 of 206 ## MAYJUNEYEAR TO DATE ## TOTALTOTALTOTAL ## Alarms7450 ## Animal Complaints191991 ## Assist Other Departments4355245 ## Background/Record Checks9586369 ## Assist Public4033235 ## Civil Disputes8853 Domestics – not physical2521 ## Community Engagement2230118 ## Lost/Found81659 ## Handgun Permits4552 ## Juvenile/Mischief111358 ## Medical Assists4041215 ## Noise Complaints3216 ## Ordinance Violations101352 ## Patrol Checklist10449726 ## Predatory Offender Checks 1526 ## Motor Vehicle Accidents6228 Suspicion 4434211 ## Traffic Complaints211378 ## Vehicle Lockouts4427 ## Citations/Warnings3201481286 ## Warrants027 ## All Others1619104 ## TOTAL8286064127 ## NON-CRIMINAL ACTIVITY Page 35 of 206 ## MAYJUNEYEAR TO DATE ## TOTALTOTALTOTAL 101NW quadrant located N of Main Street4944360 201NE quadrant located N of Main Street3042201390 301SW quadrant located N of Hwy. 16911585697 302SW quadrant located S of Hwy. 169131674 401SE quadrant located N of Hwy. 1698077443 402SE quadrant located S of Hwy 1692381321055 202Outside City Limits (Assists to other Depts.)4552206 ## TOTAL8446264225 Total calls for service in the city limits alone, amount to 95.00%92.00% Total calls to assist other departments, outside of city limits, amount to5.00%8.00% ## ACTIVITY BY QUADRANT #QUADRANT LOCATION DESCRIPTION Page 36 of 206 ## CITATIONS & WARNINGSMAY TOTALJUNE TOTALYEAR TO DATE TOTAL ## DAR/DAC/DAS9227 ## Expired Registration1113 ## Speed221593 ## Stop Sign3210 ## No Insurance4213 ## Snowbird/Street Cleaning3319 ## Other Citations 13442 ## Written Warnings2651191069 ## TOTAL3201481286 ## SOURCE OF CALLS FOR SERVICEMAY TOTALJUNE TOTALYEAR TO DATE TOTAL Telephone (non-emergency)120109610 ## Officer Initiated5183152520 ## Dispatch/9118890512 ## In Person2130177 ## Mail/Fax9782406 ## Officer at Scene000 ## TOTAL8446264225 ## CRIMES COMMITTED BYMAY TOTALJUNE TOTALYEAR TO DATE TOTAL ## Adults131878 ## Juveniles2113 ## Unknown117 ## TOTAL162098 Page 37 of 206 ## DAILY ## TOTAL ## Sunday35243897 ## Monday4854 12114 ## Tuesday545317124 ## Wednesday673813118 ## Thursday433825106 ## Friday 646533162 ## Saturday286134123 ## TOTAL339333172844 Percent of total calls for service between the hours of 7 AM – 3 PM was 40.00% Percent of total calls for service between the hours of 3 PM – 11 PM was 40.00% Percent of total calls for service between the hours of 11 PM – 7 AM was 20.00% ## DAILY ## TOTAL ## Sunday21291767 ## Monday643716117 ## Tuesday553518108 ## Wednesday35221168 ## Thursday523414100 ## Friday49271288 ## Saturday29292078 ## TOTAL305213108626 Percent of total calls for service between the hours of 7 AM – 3 PM was 49.00% Percent of total calls for service between the hours of 3 PM – 11 PM was 34.00% Percent of total calls for service between the hours of 11 PM – 7 AM was 17.00% ## MAY ## ACTIVITY REPORT BY TIME ## AND DAY ## 7:00 AM ## TO 3:00 ## PM ## 3:00 PM ## TO 11:00 ## PM ## 11:00 PM ## TO 7:00 ## AM ## JUNE ## ACTIVITY REPORT BY TIME ## AND DAY ## 7:00 AM ## TO 3:00 ## PM ## 3:00 PM ## TO 11:00 ## PM ## 11:00 PM ## TO 7:00 ## AM Page 38 of 206 ## ?¾A@ ## GbWX ## GeWX ## ?¾A@ ## GbWX )y )y ## GdWX ## GfWX ## GdWX 40 2 30 1 10 1 20 1 30 2 40 1 20 2 ## ENTERPRISE DR ## SOUTH ST ## WEST COMMERCE DR ## MAIN ST ## E ORCHARD ST ## ELK ST ## EAST C OMMER CE DR ## FOREST ST ## LIN DEN ST ## PARK ST ## LAR EDO ST ## MERI DIAN ST ## MARKET ST ## STATE ST ## ASPEN LN N ## ENTERPRISE DR - BR IDGE ## SOUTH ST ## STATE ST ## COUR T ST ## PRAIRIE ST ## CEDAR ST ## WILLOW ST ## ASH ST ## ELM ST ## CHESTN UT ST ## PARK ST ## SCOTT LN ## OAKC REST TR ## EAGLE ST ## FOREST ST ## E ORCHARD ST ## MAIN ST ## S ELM ST ## 1ST ST NE ## MARKET ST ## LIN DSEY LN ## JASON AVE ## GROVE ST ## WA LNU T ST ## LIN DEN ST ## SOUTH MAPLE ST ## CHURCH ST ## S WALNUT ST ## CHERRY ST ## BEAVER ST ## KITTSON BLVD S ## OLD T.H. 169 BLVD ## E CENTURY ST ## OAKWOOD DR ## OAK ST ## SUNRISE LN ## S CEDAR ST ## O'BRIEN PKWY ## BUTLER DR ## BELLE PLAINE TR ## ELK ST ## PARK DR ## LAC Y LN ## DANIEL DR ## IVY H ILLS RD ## S CHESTNUT ST ## RUSTIC TR ## PRAIRIE OAK DR ## HARALSON DR ## WEST ST ## SHEA ST ## SCHOOLH OUSE DR ## PROVENCE LN ## FARMERS WAY ## PARK LN ## ASHFORD WAY ## RAVEN ST ## RIVERVIEW LN ## E EVERGREEN ST ## MALLARD LN ## FARMERS RI DGE TR ## STATE ST ## WEST EVERGREEN ST ## DIVERSIFIED DR ## HERITAGE LN ## BUFFALO ST ## DEER CREEK PKWY ## HERITAGE TR ## SHANNON LN ## LAC Y CT ## COBB LESTONE LN ## PLATEAU LN ## RIDGE LN ## SUNSET DR ## FRONTIER DR ## SHEA CI R ## KAYLA CIR ## SCOTT CIR ## ASH CIR ## FARMERS PL ## FARMERS LN ## WEST CENTU RY ST ## LIN WOOD RD ## CHATFIELD LN ## JAYMIE CT ## HAZEL ST ## E PINE ST ## HENRY CIR ## MORNINGSIDE PL ## SOUTH CHESTNUT ST ## SOUTH ST ## CREST ST ## MEADOW PL ## MAPLE CIR ## 240TH ST ## CREEKVIEW LN ## CENTURY CT ## ASHFORD RD ## PHEASANT CT ## ROBERT CREEK CURVE ## ORCH ARD CIR ## RIVER BLUFF ST ## PIONEER CIR ## OAKWOOD CIR ## DOVE CT ## HILLCR EST D R ## ROBERT CIR ## ALLEY BLK 131 ## FRONTIER CIR ## OAK VILLAGE CT ## WEST COMMERCE DR ## RIVERVIEW CT ## WOODBRIDGE CI R ## FOREST ST ## SOUTH ST ## RAVEN ST ## LIN DEN ST ## STATE ST ## MARKET ST ## COUR T ST ## ELK ST ## PRAIRIE ST ## BUFFALO ST ## E CENTURY ST ## SUNRISE LN ## BELLE PLAINE TR ## WEST ST ## ELM ST ## RAVEN ST ## PARK ST ## CHURCH ST ## ELK ST ## CHURCH ST ## BEAVER ST ## WEST ST ## ASH ST ## ALLEY BLK 106 ## ALLEY BLK 91 ## ALLEY BLK 95 ## ALLEY BLK 104 ## ALLEY BLK 134 ## ALLEY BLK 103 ## ALLEY BLK 102 ## ALLEY BLK 104 Map Document: \\arcserver1\GIS\BELL\_Basemap\ESRI\Maps\2017\Bell_PoliceGrids_11x17.mxd | Date Saved: 12/8/2017 3:16:32 PM ## Police Grids December 2017 ## Legend ## Police Grid ## Parcels ## City Limits 01,500 ## Feet ## Source: Scot County - 2016 County Photo ! ## I Page 39 of 206 ## Belle Plaine FD MN ## Address: 700 E Main St, Belle Plaine, MN, 56011 ## Fire Department Monthly City Council Report ## RESPONSE ZONE / PRIMARY INCIDENT TYPELAST MONTH INCIDENT COUNTYEAR TO DATE INCIDENT COUNT ## City of Belle Plaine13109 ## Fire - Outside Fire - Wildfire - Wildland01 ## Fire - Structure Fire - Structural Involvement05 ## Fire - Structure Fire - Confined Cooking / Appliance Fire12 ## Fire - Transportation Fire - Vehicle Fire - Passenger01 ## Hazardous Situation - Hazard Non-Chemical - Electrical ## Hazard / Short Circuit 01 ## Hazardous Situation - Hazard Non-Chemical - Motor Vehicle ## Collision 15 ## Hazardous Situation - Hazardous Materials - Fuel Spill / Fuel ## Odor 01 ## Hazardous Situation - Hazardous Materials - Gas Leak / Gas ## Odor 38 ## Hazardous Situation - Hazardous Materials - Carbon ## Monoxide Release 12 ## Medical - Illness01 ## Medical - Illness - Back Pain (Non-Trauma)01 ## Medical - Illness - Breathing Problems03 ## Medical - Illness - Cardiac Arrest03 Report ID: 147237 This report was generated on : 07/15/2026 03:59 PM Page: 1 of 6 Page 40 of 206 ## Fire Department Monthly City Council Report ## Belle Plaine FD MN ## Address: 700 E Main St, Belle Plaine, MN, 56011 ## RESPONSE ZONE / PRIMARY INCIDENT TYPELAST MONTH INCIDENT COUNTYEAR TO DATE INCIDENT COUNT ## Medical - Illness - Convulsions / Seizures27 ## Medical - Illness - Sick Case01 ## Medical - Illness - Stroke / CVA01 ## Medical - Illness - Unknown Problem05 ## Medical - Illness - No Appropriate Choice03 ## Medical - Injury02 ## Medical - Injury / Trauma - Fall01 ## Medical - Injury / Trauma - Motor Vehicle Collision13 ## Medical - Other - Community Public Health01 Public Service - Citizen Assist - Citizen Assist / Service Call01 ## Public Service - Citizen Assist - Lift Assist020 Public Service - Alarms (Non Medical) - Fire / Smoke Alarm25 ## Public Service - Alarms (Non Medical) - CO Alarm03 ## Public Service - Alarms (Non Medical) - Other Alarm01 ## Public Service - Other - Standby02 ## No Emergency - False Alarm - Malfunctioning Alarm06 ## No Emergency - False Alarm - Accidental Alarm03 ## No Emergency - False Alarm - Other False Call01 Report ID: 147237 This report was generated on : 07/15/2026 03:59 PM Page: 2 of 6 Page 41 of 206 ## Fire Department Monthly City Council Report ## Belle Plaine FD MN ## Address: 700 E Main St, Belle Plaine, MN, 56011 ## RESPONSE ZONE / PRIMARY INCIDENT TYPELAST MONTH INCIDENT COUNTYEAR TO DATE INCIDENT COUNT ## No Emergency - Cancelled29 ## Blakeley Township021 ## Fire - Outside Fire - Vegetation / Grass Fire02 Fire - Outside Fire - Dumpster / Other Outdoor Container Fire01 ## Fire - Transportation Fire - Vehicle Fire - Passenger01 ## Hazardous Situation - Hazard Non-Chemical - Motor Vehicle ## Collision 01 ## Hazardous Situation - Hazardous Materials - Hazardous ## Material Release (Chemical from Transportation) 01 ## Medical - Illness - Breathing Problems01 ## Medical - Illness - Chest Pain (Non-Trauma)01 ## Medical - Illness - Convulsions / Seizures01 ## Medical - Illness - Heart Problems01 ## Medical - Illness - Unknown Problem01 ## Medical - Injury / Trauma - Motor Vehicle Collision01 ## Public Service - Citizen Assist - Lift Assist04 Public Service - Alarms (Non Medical) - Fire / Smoke Alarm02 ## Rescue - Transportation (Land) - Motor Vehicle Collision ## Extrication / Entrapment 01 Report ID: 147237 This report was generated on : 07/15/2026 03:59 PM Page: 3 of 6 Page 42 of 206 ## Fire Department Monthly City Council Report ## Belle Plaine FD MN ## Address: 700 E Main St, Belle Plaine, MN, 56011 ## RESPONSE ZONE / PRIMARY INCIDENT TYPELAST MONTH INCIDENT COUNTYEAR TO DATE INCIDENT COUNT ## No Emergency - False Alarm - Accidental Alarm01 ## No Emergency - Cancelled01 ## Faxon Township414 ## Fire - Outside Fire - Other Outside Fire11 ## Fire - Outside Fire - Vegetation / Grass Fire01 ## Hazardous Situation - Hazard Non-Chemical - Electrical ## Power Line Down / Arching / Malfunction 02 ## Hazardous Situation - Hazardous Materials - Carbon ## Monoxide Release 11 ## Medical - Illness01 ## Medical - Injury / Trauma - Motor Vehicle Collision11 ## Public Service - Citizen Assist - Lift Assist03 ## Public Service - Alarms (Non Medical) - CO Alarm01 ## Rescue - Transportation (Land) - Motor Vehicle Collision ## Extrication / Entrapment 01 ## No Emergency - Cancelled01 ## Law Enforcement Support11 ## Hancock Township01 ## Medical - Injury / Trauma - Motor Vehicle Collision01 Report ID: 147237 This report was generated on : 07/15/2026 03:59 PM Page: 4 of 6 Page 43 of 206 ## Fire Department Monthly City Council Report ## Belle Plaine FD MN ## Address: 700 E Main St, Belle Plaine, MN, 56011 ## RESPONSE ZONE / PRIMARY INCIDENT TYPELAST MONTH INCIDENT COUNTYEAR TO DATE INCIDENT COUNT ## St. Lawrence Township06 ## Fire - Outside Fire - Vegetation / Grass Fire01 ## Hazardous Situation - Hazard Non-Chemical - Motor Vehicle ## Collision 01 ## Medical - Injury / Trauma - Motor Vehicle Collision01 ## No Emergency - Cancelled02 ## Law Enforcement Support01 ## San Francisco Township06 ## Hazardous Situation - Hazard Non-Chemical - Electrical ## Power Line Down / Arching / Malfunction 01 ## Hazardous Situation - Hazard Non-Chemical - Motor Vehicle ## Collision 01 ## Medical - Illness - Chest Pain (Non-Trauma)01 ## Medical - Illness - Unknown Problem01 ## Public Service - Citizen Assist - Lift Assist02 ## Belle Plaine Township18 ## Fire - Outside Fire - Vegetation / Grass Fire01 ## Hazardous Situation - Hazard Non-Chemical - Motor Vehicle ## Collision 01 Report ID: 147237 This report was generated on : 07/15/2026 03:59 PM Page: 5 of 6 Page 44 of 206 ## Fire Department Monthly City Council Report ## Belle Plaine FD MN ## Address: 700 E Main St, Belle Plaine, MN, 56011 ## RESPONSE ZONE / PRIMARY INCIDENT TYPELAST MONTH INCIDENT COUNTYEAR TO DATE INCIDENT COUNT ## Hazardous Situation - Hazardous Materials - Gas Leak / Gas ## Odor 11 ## Medical - Illness - Abdominal Pain / Problems01 ## Medical - Illness - Cardiac Arrest02 ## Public Service - Citizen Assist - Lift Assist01 Public Service - Alarms (Non Medical) - Fire / Smoke Alarm01 ## Total18165 Description: To: Mayor James Evans, City Council Members, City Administrator, and Rural Farm Fire From: Tim Hentges Chief 2 Re: Monthly Report This month the Fire Department Conducted interviews. The department ran duty crews through the 4th of July weekend. We had training at SCALE and completed two Class A Burns this month. We got the boat on the river for training also. Powered by TCPDF (www.tcpdf.org) Report ID: 147237 This report was generated on : 07/15/2026 03:59 PM Page: 6 of 6 Page 45 of 206 DATE: July 20, 2026 TO: Honorable Mayor Evans, Members of the City Council, & Administrator Meyer ## FROM: Cynthia Smith Strack, Community Development Director ## RE: Community Development Monthly Report to the City Council ## ECONOMIC DEVELOPMENT UPDATES The EDA met in work session on June 26 th with a representative from Ryan Cos. The EDA met in regular session on July 13 th . ## OTHER ECONOMIC DEVELOPMENT ITEMS: • Public engagement tool development – first-time home buyers (rental outreach) and food truck locations (future meeting). • Attend leadership training. • Zoning information/assistance to six commercial entities • City communications ## • Compile information for Scott County Housing and Commercial/Industrial Studies • HRA first time home buyer program development • TIF preliminary application coordination/review • Discussions with residential developers ## PLANNING COMMISSION UPDATES ## The Planning Commission met on July 13 th and recommended approval of rezoning and CUP/site plan approval for proposed business storage use. The PZC also recommended approval of a non-conformance expansion permit to allow an addition to a residential home. The PZC is invited to attend a work session on August 3 rd to receive concept information regarding school district construction projects. ## OTHER PLANNING ITEMS: • 2050 Comprehensive Plan update • Discussions with residential developers • Code review (zoning) assistance for building/zoning permits ## MEMORANDUM Page 46 of 206 ## Community Development Monthly Report Ju ly 20, 2026 Page 2 ## DESIGN COMMITTEE ## The Design Committee met on June 22 nd and approved façade changes at 115 Main Street East. ## BUILDING OFFICIAL ACTIVITIES • 15 On-site/in office consultations with property owners & contractors to discuss building options/permit questions. ## INSPECTIONS Commercial Residential ## Building 2 96 ## Rental 15 ## Zoning 9 ## Code Enforcement 16 ## TOTAL 164 ## BUILDING & ZONING PERMITS PROCESSED • 0- Commercial Building – Existing – ## New Build – • 0 - Commercial Plumbing – Existing – ## New Build - • 0 - Commercial Mechanical – ## Existing- ## New Build- • 8 - New House – 984 Mallard Lane, 1401 Mallard Lane, 930 Prestwick Drive, 970 Prestwick Drive, 810 Viburnum Street, 812 Viburnum Street, 814 Viburnum Street, 816 Viburnum ## Street • 3 - Deck – 904 Meadow Place, 860 State Street East, 117 Oakwood Drive • 0 - Accessory Structure – Page 47 of 206 ## Community Development Monthly Report Ju ly 20, 2026 Page 3 • 4 - Remodel/Building/Pool – 300 Meridian Street North, 138 Market Street South, 320 Shea ## Street, 601 Butler Drive • 0 - Finish Basement – • 5 - Re-roof – 130 O’Brien Parkway, 800 Lindsey Lane, 921 Meadow Place, 1204 Orchard ## Street East, 937 Cedar Street South • 2 - Re-side – 909 Cobblestone Lane, 1018 Prairie Street West • 5 - Re-window/Re-door – 244 Meridian Street South, 325 Shea Street, 225 Forest Street ## West, 989 Farmers Ridge Trail, 717 Frontier Drive • 1 - Demolition - 136 Chestnut Street South • 1 - Fence – 501 Main Street West • 2 - Shed – 940 Walnut Street South, 860 State Street East • 1 – Sidewalk/Slab – 716 Orchard Street South • 1 - Sign – 311 Enterprise Drive East • 0 - Chickens – ## BUILDING PERMIT TREND DATA THROUGH JUNE 2026 (The following data does not represent all permits issued.) Page 48 of 206 DATE: July 20, 2026 ## TO: Mayor Evans, Belle Plaine City Council Members ## FROM: Todd Otto, Public Works Superintendent ## RE: Public Works Department Report  M.D.H. sampling is performed & MPCA reports are submitted monthly by Public Works.  Locates and inspections are performed as required.  Public Works crew continues to perform monthly water meter readings, service work orders, monthly maintenance of filters and generators, monthly fire extinguisher checks, installation & repairs of street signs, mechanical repairs, hydrant inspections, jetting sewer lines, cleaning catch basins, street sweeping, and maintenance of all City fleet vehicles, and/or general maintenance or work order requests for City-owned facilities.  Public Works certified tree inspectors continue to monitor & perform inspections of trees on City and residential properties reporting EAB. Staff is utilizing GIS software to generate a master list of the tree canopy on City-owned properties. Marking of infected trees & stump grinding at various locations throughout the City continues. ##  Recreation Department Events for July/August: Aquatic Center: Christmas in July: Wednesday, July 15; Closed for BBQ Days, July 17 at 5 pm through ## Sunday, July 19; Halloween in July: Wednesday, July 29 Archery Park: Archery League: Mondays, July 20 & 27; August 3, 10, 17, 24, 31 from 5 pm – 6:30 pm Chatfield Park: Adult Sand Volleyball League: Tuesdays, July 21, 28 & August 4, 11, 18 & 25, evenings between 5 pm – 8 pm Court Square Park: Disc Golf League: Thursdays, May 7, 14, 21, 28 from 6 pm – 8 pm Downtown: Music & Food Trucks, Wednesdays, July 8 & 22, Live Music from 5 pm – 8 pm, Food Trucks & Business Specials from 4:30 pm – 8 pm Fountain Park: Geocaching with Three Rivers Park District: Thursday, July 30 th from 4 pm – 6 pm Minnesota River Access: Hook, Line & Heroes: Saturday, August 1. Registration opens at 7 am Union Square Park: Horseshoes: Mondays, July 6 & July 27 from 6 pm – 8 pm ## Upcoming Events: Aquatic Center: Dive-In Movie: Friday, August 7 @ Dusk; Beach Party: Wednesday, August 12; Last ## Day: Monday, August 31 Century Park: Pickle Ball Clinic: Monday, August 24 from 5 pm – 7 pm; Pickle Ball Tournament: Sunday, August 23. Play begins at 10 am Downtown: Music & Food Trucks, Wednesdays, August 5 & 19, Live Music from 5 pm – 8 pm, Food Trucks & Business Specials from 4:30 pm – 8 pm Hickory Park: Shuffleboard & Bocce Ball: Tuesdays, August 18, 25, September 1, 8, 15, 22, 29 from 5 pm – 7 pm Union Square Park: Horseshoes: Mondays, August 3, 10, 17, 24 & 31 from 6 pm – 8 pm  Public Works crew continue repairing potholes using hot mix for the season. Approximately 7-ton of cold mix was put down during the cold months; 72.85 ton of hot mix has been put down to date.  Public Works crew continue with the maintenance on all storm ponds to include removing trees and brush and continue to trim trees on public properties.  Public Works crew continue to perform necessary repairs, maintenance, and inventories of the parks and ballfields. New playground mulch is being put down on the playgrounds. All irrigation systems have been inspected along with the bio swale, and all fountains are operational.  Public Works staff attended training: Public Works employees attended SafeAssure training on 06/15/2 6 and MS4 Storm Water Instructional Meeting on 06/02/26. Seasonal Public Works staff attended SafeAssure training on 06/29/26.  The Meadow Park dugout and fence project is in progress. The roofing for the dugouts has been completed. Cubbies for the dugouts are in progress.  PW staff continue to meet with contractors and city engineer on the 2026 street project.  PW staff continue to be meet with the contractors and city engineer on the road improvement project at the WWTF. Blacktopping is scheduled for the week of 06/29/26.  Public Works staff members attended the Aquatic Center inspection, which took place on 06/30/25. The Aquatic Center passed inspection (inspection reports will follow next month). Page 49 of 206 July 14, 2026 D. Joseph Duncan II, P.E. ## City Engineer ## JULY 2026 ## 2026 Street & Utility Improvements With recent good weather, the contractor has made better progress. All underground west of Cherry Street has been completed, and the aggregate base has been installed. Utility construction is now progressing eastward from Cherry Street. The section of South Street from Ash to Laredo has been paved, as has the base course at the Public Works Facility. Updates continue to be posted weekly on the construction website, and you can sign up to receive this information via email as well: https://clients.bolton-menk.com/bpconstruction/ ## 2025 Street & Utility Improvements Final wear course paving and striping has been completed. We are working with the contractor to produce the final pay request, which I expect will be prepared for Council consideration in August. ## 2026 WWTF Access Road Improvements The Contractor completed the underground utilities and culverts in May. The access road has been raised to elevation and final pavement has been placed. The contractor is completing shouldering, turf establishment and fencing to achieve substantial completion. This project contains a significant funding package through an Implementation Grant for Wastewater Resiliency from the MPCA. ## Prairie Park Shelter Architectural and civil plans are complete for the Prairie Park Shelter Renovation. The project includes demolition of the existing restrooms, shelter and concessions area renovations, new restrooms attached to the shelter, and alternates for a new scoreboard and adjacent concrete slabs. If Council approves, advertisements would begin the week of July 27. A bid opening would be scheduled for September 2, with a recommendation for award presented to Council on September 8. ## Pavement Maintenance Chip and fog sealing has been completed, as has the specified striping. A final pay request is expected for consideration in August. ## TH25 / Main Street Mini-Roundabout MnDOT Central Office has completed their review and provided concurrence to advertise the project for bids. The agreement has been prepared and forwarded to both the City and Scott County for execution. The tentative schedule is to begin advertising the week of July 20 and open bids on August 13 with consideration for award at the August 17 th City Council meeting. If awarded, substantial completion for paving would be October 30, with final completion of striping and lighting by November 13, 2026. Page 50 of 206 ## ADMINISTRATION REPORT DATE: July 20, 2026 ## TO: Mayor Evans, Belle Plaine City Council Members ## FROM: Dawn Meyer, City Administrator ## RE: Administration Report ## PROJECTS AND ACTIVITIES 1. Met with Bolton and Menk representative regarding the Police Department proposed remodel and expansion. 2. Attended Aquatic Center meeting and met with various staff members. 3. Staff met with District representatives to review the concept plan for the School. 4. Met with Community Development Director Smith Strack and representatives of a possible Industrial Development. 5. Virtually attended the Scott County Join Prosecution meeting. 6. Assisted with coverage of other departments. 7. Met with Scott County Administrator Vermillion. 8. Facilitated Annual Liquor and Tobacco License Renewal. ## 9. Reviewed Large Assembly permits 10. Managed HR tasks, meetings, policies and personnel issues. 11. Attended the Public Safety, Public Works and Fire Department monthly meetings. 12. Department Head meetings continue weekly. 13. Continuing to monitor and track the list of on-going projects. Page 51 of 206 ## MEMORANDUM ## DATE: July 20, 2026 ## FROM: ## Jim Gerold, Asst. Community Development Director ## AGENDA ## ITEM: Public Hearing: Non-Conformance Expansion Permit 614 Main Street West. ## Resolution 26-084 Resolution Conditionally Approving a Non-Conformance Expansion Permit for a Home Addition at 614 Main Street West. ## REVIEW: Council is to hold a public hearing on a request by Anthony Espinoza for a non- conformance expansion permit. If approved the permit would allow construction of a 780 square foot addition to an existing home on the subject property within the 20’ side yard setback. Nonconforming expansions are regulated by Section 1102.03 of the Zoning Ordinance, and required if the proposed expansion will occupy any space within a non-conforming area that was previously not occupied either vertically or horizontally. The Applicant proposes tearing down an existing one car garage and relocating an expanded garage in the rear yard. The property is zoned B-3 Downtown Business District. Code provides for the following review criteria for non-conformance expansion permits: 1. The proposed expansion is a reasonable use of the property, considering such things as: a. Functional and aesthetic justifications for the expansion; b. Adequacy of off-street parking for the expansion; c. Absence of adverse off-site impacts such as things as traffic, noise, dust, odors, and parking; and d. Improvement to the appearance and stability of the property and neighborhood. e. Will not endanger public safety; f. Will not interfere with adopted City plans or regulations requiring additional right-of-way width; and, g. Is not expansion of a non-conformity previously allowed through the nonconformance variance process. Staff discussion of the request as it relates to review criteria is included in the attached July 13, 2026 staff memo to the Planning and Zoning Commission. If the Council considers not approving the request, appropriate findings related to aforementioned criteria should be established. Should the Council consider approval, the following conditions are suggested: 1. The “Use” is limited to 780 square-foot addition to the rear of an existing home as depicted on the site plan included with the application. 2. The site plans and all correspondence, reports, and, if applicable, conditions and restrictions placed upon the non-conformance expansion permit by the Belle Plaine Planning Commission shall be made a part of the non-conformance expansion permit resolution. 3. The proposed addition shall not encroach any farther into the side yard setback than the existing structure. 4. The addition shall be constructed in substantial conformance with the submitted existing and proposed surveys. Page 52 of 206 5. This non-conformance expansion permit does not apply to the front porch addition illustrated on the proposed survey and floor plan. 6. No work shall occur in the ROW without an approved ROW permit. 7. Lot coverage standards shall be met. 8. This non-conformance expansion permit shall expire one year after date of approval unless the Applicant has commenced construction of the Use on-site or a petition for an extension of time has been granted by the City Council. 9. Approval of this non-conformance expansion permit and associated site plan does not approve any future expansion or associated improvements on-site. 10. A building permit is required. ## ATTACHMENTS: • Staff memo to Planning Commission dated July 13, 2026. ## • Application, Existing Survey, Proposed Survey, and Floor Plan • Aerial of site. ## • Resolution 26-084 Resolution Conditionally Approving a Non-Conformance Expansion Permit for a Home Addition at 614 Main Street West. ## RECOMMENDATION: The Planning Commission recommends approval of the NCE permit with conditions contained in the sample resolution. ## ACTION OPTIONS: 1. Approve the conditional use permit. 2. Deny the conditional use permit request with findings. 3. Postpone consideration to a future time. ## SIGNATURE: Page 53 of 206 1 ## MEMORANDUM ## Planning and Zoning Commission ## DATE: July 13, 2026 ## FROM: ## Jim Gerold, Assistant Community Development Director ## AGENDA ITEM: Public Hearing: Non-Conformance Expansion Permit 614 Main Street West. Resolution PZ 26-08 Recommending the City Council Approve a Non-Conformance Expansion Permit for a Home Addition at 614 Main Street West. ## BACKGROUND: The Planning Commission is to hold a public hearing on a request by Anthony Espinoza for a non- conformance expansion permit. If approved the permit would allow construction of a 780 square foot addition to an existing home on the subject property within the 20’ side yard setback. Nonconforming expansions are regulated by Section 1102.03 of the Zoning Ordinance, and is required if the proposed expansion will occupy any space within a non-conforming area that was previously not occupied either vertically or horizontally. The existing home is set back 14.1’ from the property line adjacent to Buffalo Street. The required side yard setback for a corner lot is twenty (20) feet. The Applicant proposes adding a master suite addition to the rear of his existing home that will line up with the west side of the existing home. This will increase the linear length of the wall within the setback from 44’2” to a proposed 74’2”. The applicant proposes that the addition to the home will not encroach into the side yard setback any farther than the existing structure currently does. The garage portion of the addition depicted on the floor plan is not proposed to encroach on any required setbacks. The property is zoned R-3 Single and Two Family Residential District. ## REVIEW CRITERIA: Code provides for the following review criteria for non-conformance expansion permits: 1. The proposed expansion is a reasonable use of the property, considering such things as: a. Functional and aesthetic justifications for the expansion; b. Adequacy of off-street parking for the expansion; c. Absence of adverse off-site impacts such as traffic, noise, dust, odors, and parking; and d. Improvement to the appearance and stability of the property and neighborhood. e. Will not endanger public safety; f. Will not interfere with adopted City plans or regulations requiring additional right-of-way width; and, g. Is not expansion of a non-conformity previously allowed through the nonconformance variance process. ## REVIEW: Page 54 of 206 2 Notice of the requested permit has been published, posted, and mailed. As of the drafting of this memo no comments for or against the permit have been received. In order to grant a nonconforming expansion permit, the Planning Commission and City Council should be able to make findings in support of the review criteria outlined above. As such, Staff has reviewed the application against these criteria and offers the following feedback. The criteria are again listed below, with any staff comments provided in italics: 1. The proposed expansion is a reasonable use of the property, considering such things as: a. Functional and aesthetic justifications for the expansion. A main-floor master suite is a typical feature of a single family home, including homes in the R-3 District. It is a proposed continuation of improvements recently made to the home including new and upgraded exterior materials. b. Adequacy of off-street parking for the expansion. The proposed expansion will increase the off-street, interior, parking capabilities for the property and is not anticipated to increase parking demands at the subject property. c. Absence of adverse off-site impacts such as traffic, noise, dust, odors, and parking. The proposed expansion will not create any adverse off-site impacts. The proposed addition is consistent with required performance standards. d. Improvement to the appearance and stability of the property and neighborhood. The proposed expansion will result in an improved structure for the property which is consistent with design aspects of the dwelling. e. Will not endanger public safety. The request relates to a private structure that is on private property. It does not impact traffic, site lines, or emergency access. f. Will not interfere with adopted City plans or regulations requiring additional right-of-way width. No interference with City plans or regulations requiring additional right-of-way width is anticipated. g. Is not expansion of a non-conformity previously allowed through the nonconformance variance process. The referenced structure and use have not been the previous subject of a non-conformance expansion permit request. ## Review Comments If the Planning Commission considers not approving the request, appropriate findings related to aforementioned criteria should be established. Should the PZC pursue a favorable recommendation the following conditions are suggested: 1. The “Use” is limited to 780 square-foot addition to the rear of an existing home as depicted on the site plan included with the application. 2. The site plans and all correspondence, reports, and, if applicable, conditions and restrictions placed upon the non-conformance expansion permit by the Belle Plaine Planning Commission shall be made a part of the non-conformance expansion permit resolution. 3. The proposed addition shall not encroach any farther into the side yard setback than the existing structure. 4. The addition shall be constructed in substantial conformance with the submitted existing and proposed surveys. 5. This non-conformance expansion permit does not apply to the front porch addition illustrated on the proposed survey and floor plan. 6. No work shall occur in the ROW without an approved ROW permit. 7. Lot coverage standards shall be met. 8. This non-conformance expansion permit shall expire one year after date of approval unless the Applicant has commenced construction of the Use on-site or a petition for an extension of time has been granted by the City Council. 9. Approval of this non-conformance expansion permit and associated site plan does not approve any future expansion or associated improvements on-site. 10. A building permit is required. Page 55 of 206 3 ## ACTION: The Planning Commission is to hold a public hearing and make a recommendation to the City Council. ## ATTACHMENTS: • Application, Existing Survey, Proposed Survey, and Floor Plan. • Aerial of site. • Resolution PZ 26-08 Recommending the City Council Approve a Non-Conformance Expansion Permit for a home addition at 614 Main Street West. ## SIGNATURE: Page 56 of 206 200010930 16-18 042 ## City of Belle Plaine .25 ## R-3 Single & Two Family Residential ## Same x 6/10/2026 Page 57 of 206 0 sf ## ADDITION Page 58 of 206 854.11 ## FFE ## FND IP 1/2IN OPEN ## DECK 104 FT² ## BLOCK 42 ## W MAIN ST ## N BUFFALO STREET 25 (p)25 (p) 25 (p) 25 (p) 25 (p) 25 (p) 142.00 (p) 142.00 (p) ## FND IP 1/2IN OPEN ## FND IP 1/2IN OPEN 845 846 847 846 848 849 850 849 850 851 852 845 844 ## FND IP 1/2IN OPEN 100100 ## CURB LINE ## LOTS 16-18 ## 10,797 SQFT 80 80 14.1 14.5 5.6 5.4 57.4 25.9 25.9 4.1 4.0 1.1 5.7 1.0 4.0 17.2 4.0 12.9 43.9 22.0 24.0 24.0 22.0 ## LOT 16LOT 17LOT 18 ## LOT SURVEY ~for~Gary Crosby ~part of~Lot 16-18, Block 42, CITY OF BELLE PLAINE, SCOTT CO., MN ## 614 W MAIN ST BELLE PLAINE, MN - ESPINOZA RESIDENCE I hereby certify that this plan, survey or report was prepared by me or under my direct supervision and that I am a duly Licensed Land Surveyor under the laws of the State of Minnesota. ## By: Minnesota License No. ## Dated day of 2026. 3rd ## June, 45356 ## NORTH ## NO. DATE DESCRIPTION BY ## SCALE: 1" = ' ## DATUM: ## JOB NO. ## REVISIONS ## DRAWN BY: ## CREW: 260466 ## LKN ## JWM,LAD 20 ## Assumed ## DATE: 05-27-26 1 2 3 ## E. G. RUD & SONS, INC. ## Professional Land Surveyors ## EST. 1977 990 5th Ave SE, Suite 2 ## Hutchinson, MN 55350 Tel. (320) 587-2026 www.egrud.com -Field survey was completed by E.G. Rud and Sons, Inc. on 05/26/26. -Bearings shown are on an assumed datum. -Parcel ID Number: 200010930. -Curb shots are taken at the top and back of curb. -This survey was prepared without the benefit of title work. Additional easements, restrictions and/or encumbrances may exist other than those shown hereon. Survey subject to revision upon receipt of a current title commitment or an attorney's title opinion. ## NOTES ## LEGEND ## DENOTES IRON MONUMENT FOUND AS LABELED ## DENOTES CATCH BASIN ## DENOTES STORM SEWER MANHOLE ## DENOTES HYDRANT ## DENOTES WATER VALVE ## DENOTES CONCRETE SURFACE ## DENOTES BITUMINOUS SURFACE ## DENOTES GAS METER 0 20204010 ## ~EXISTING CONDITIONS~ ## HOUSE = ## GARAGE = ## CONCRETE (ON LOT) = ## BITUMINOUS DRIVEWAY (ON LOT) = ## DECK = ## TOTAL: 3324 FT²/ LOT AREA 10797 FT² = 0.3079 ## PERCENT TOTAL EXISTING IMPERVIOUS SURFACE ## COVERAGE: 30.8% ## 1150 FT² ## 528 FT² ## 507 FT² ## 1035 FT² ## 104 FT² ## EXISTING IMPERVIOUS SURFACE CALCULATIONS Page 59 of 206 854.11 ## FFE ## FND IP 1/2IN OPEN ## BLOCK 42 ## W MAIN ST ## N BUFFALO STREET 25 (p)25 (p) 25 (p) 25 (p) 25 (p) 25 (p) 142.00 (p) 142.00 (p) ## FND IP 1/2IN OPEN ## FND IP 1/2IN OPEN 845 846 847 846 848 849 850 849 850 851 852 845 844 ## FND IP 1/2IN OPEN 100100 ## CURB LINE ## LOT AREA ## 10,797 SQFT 80 80 14.1 25.9 25.9 4.1 4.0 1.1 5.7 1.0 4.0 17.2 4.0 12.9 43.9 ## LOT 16LOT 17LOT 18 6.00 30.00 10.30 ## PROP. PORCH ## 253 SQFT ## PROPOSED ## HOUSE & GARAGE ## ADDITION ## 1623 SQFT 30.00 26.00 8.00 30.00 28.00 30.00 5.00 10.00 1.00 0.50 5.82 ## PROP. ENTRY ## 48 SQFT ## PROP. CONC. PAD ## 55 SQFT ## EX. GARAGE ## (T0 BE REMOVED) ## EX. DECK ## (T0 BE REMOVED) ## EX. CONCRETE/BIT ## (T0 BE REMOVED) ## EX. CONCRETE ## (TO BE REMOVED) 7.9 5.0 53.0 ## CONCRETE TO ## REMAIN 42 SQFT ## 950 SQFT OF ## EX. BIT. DRWY ## TO REMAIN ## (ON LOT) ## LOT SURVEY ~for~Gary Crosby ~part of~Lot 16-18, Block 42, CITY OF BELLE PLAINE, SCOTT CO., MN ## 614 W MAIN ST BELLE PLAINE, MN - ESPINOZA RESIDENCE I hereby certify that this plan, survey or report was prepared by me or under my direct supervision and that I am a duly Licensed Land Surveyor under the laws of the State of Minnesota. ## By: Minnesota License No. ## Dated day of 2026. 3rd ## June, 45356 ## NORTH ## NO. DATE DESCRIPTION BY ## SCALE: 1" = ' ## DATUM: ## JOB NO. ## REVISIONS ## DRAWN BY: ## CREW: 260466 ## LKN ## JWM,LAD 20 ## Assumed ## DATE: 05-27-26 1 2 3 ## E. G. RUD & SONS, INC. ## Professional Land Surveyors ## EST. 1977 990 5th Ave SE, Suite 2 ## Hutchinson, MN 55350 Tel. (320) 587-2026 www.egrud.com -Field survey was completed by E.G. Rud and Sons, Inc. on 05/26/26. -Bearings shown are on an assumed datum. -Parcel ID Number: 200010930. -Curb shots are taken at the top and back of curb. -This survey was prepared without the benefit of title work. Additional easements, restrictions and/or encumbrances may exist other than those shown hereon. Survey subject to revision upon receipt of a current title commitment or an attorney's title opinion. ## NOTES ## LEGEND ## DENOTES IRON MONUMENT FOUND AS LABELED ## DENOTES CATCH BASIN ## DENOTES STORM SEWER MANHOLE ## DENOTES HYDRANT ## DENOTES WATER VALVE ## DENOTES CONCRETE SURFACE ## DENOTES BITUMINOUS SURFACE ## DENOTES GAS METER 0 20204010 ## ~PROPOSED CONDITIONS~ ## EXISTING HOUSE = ## CONCRETE ( TO REMAIN ON LOT) = ## BITUMINOUS DRIVEWAY (TO REMAIN ON LOT) = ## PROPOSED HOUSE & GARAGE = ## PROPOSED PORCH = ## PROPOSED ENTRY = ## PROPOSED CONCRETE PAD = ## TOTAL: 4,121 FT²/ LOT AREA 10,797 FT² = 0.3817 ## PERCENT TOTAL PROPOSED IMPERVIOUS SURFACE ## COVERAGE: 38.17% ## 1150 FT² ## 42 FT² ## 950 FT² ## 1623 FT² ## 253 FT² ## 48 FT² ## 55 FT² ## PROPOSED IMPERVIOUS SURFACE CALCULATIONS Page 60 of 206 854.11 ## FFE ## FND IP 1/2IN OPEN ## BLOCK 42 ## W MAIN ST ## N BUFFALO STREET 25 (p)25 (p) 25 (p) 25 (p) 25 (p) 25 (p) 142.00 (p) 142.00 (p) ## FND IP 1/2IN OPEN ## FND IP 1/2IN OPEN 845 846 847 846 848 849 850 849 850 851 852 845 844 ## FND IP 1/2IN OPEN 100100 ## CURB LINE ## LOT AREA ## 10,797 SQFT 80 80 14.1 25.9 25.9 4.1 4.0 1.1 5.7 1.0 4.0 17.2 4.0 12.9 43.9 ## LOT 16LOT 17LOT 18 6.00 30.00 10.30 ## PROP. PORCH ## 253 SQFT ## PROPOSED ## HOUSE & GARAGE ## ADDITION ## 1623 SQFT 30.00 26.00 8.00 30.00 28.00 30.00 5.00 10.00 1.00 0.50 5.82 ## PROP. ENTRY ## 48 SQFT ## PROP. CONC. PAD ## 55 SQFT ## EX. GARAGE ## (T0 BE REMOVED) ## EX. DECK ## (T0 BE REMOVED) ## EX. CONCRETE/BIT ## (T0 BE REMOVED) ## EX. CONCRETE ## (TO BE REMOVED) 7.9 5.0 53.0 ## CONCRETE TO ## REMAIN 42 SQFT ## 950 SQFT OF ## EX. BIT. DRWY ## TO REMAIN ## (ON LOT) ## LOT SURVEY ~for~Gary Crosby ~part of~Lot 16-18, Block 42, CITY OF BELLE PLAINE, SCOTT CO., MN ## 614 W MAIN ST BELLE PLAINE, MN - ESPINOZA RESIDENCE I hereby certify that this plan, survey or report was prepared by me or under my direct supervision and that I am a duly Licensed Land Surveyor under the laws of the State of Minnesota. ## By: Minnesota License No. ## Dated day of 2026. 3rd ## June, 45356 ## NORTH ## NO. DATE DESCRIPTION BY ## SCALE: 1" = ' ## DATUM: ## JOB NO. ## REVISIONS ## DRAWN BY: ## CREW: 260466 ## LKN ## JWM,LAD 20 ## Assumed ## DATE: 05-27-26 1 2 3 ## E. G. RUD & SONS, INC. ## Professional Land Surveyors ## EST. 1977 990 5th Ave SE, Suite 2 ## Hutchinson, MN 55350 Tel. (320) 587-2026 www.egrud.com -Field survey was completed by E.G. Rud and Sons, Inc. on 05/26/26. -Bearings shown are on an assumed datum. -Parcel ID Number: 200010930. -Curb shots are taken at the top and back of curb. -This survey was prepared without the benefit of title work. Additional easements, restrictions and/or encumbrances may exist other than those shown hereon. Survey subject to revision upon receipt of a current title commitment or an attorney's title opinion. ## NOTES ## LEGEND ## DENOTES IRON MONUMENT FOUND AS LABELED ## DENOTES CATCH BASIN ## DENOTES STORM SEWER MANHOLE ## DENOTES HYDRANT ## DENOTES WATER VALVE ## DENOTES CONCRETE SURFACE ## DENOTES BITUMINOUS SURFACE ## DENOTES GAS METER 0 20204010 ## ~PROPOSED CONDITIONS~ ## EXISTING HOUSE = ## CONCRETE ( TO REMAIN ON LOT) = ## BITUMINOUS DRIVEWAY (TO REMAIN ON LOT) = ## PROPOSED HOUSE & GARAGE = ## PROPOSED PORCH = ## PROPOSED ENTRY = ## PROPOSED CONCRETE PAD = ## TOTAL: 4,121 FT²/ LOT AREA 10,797 FT² = 0.3817 ## PERCENT TOTAL PROPOSED IMPERVIOUS SURFACE ## COVERAGE: 38.17% ## 1150 FT² ## 42 FT² ## 950 FT² ## 1623 FT² ## 253 FT² ## 48 FT² ## 55 FT² ## PROPOSED IMPERVIOUS SURFACE CALCULATIONS ## Proposed Porch would require a variance and is not part of this non-conformance expansion application 15'-3 1/4" 14'-9" 20'-1 1/2" 20'-0" ## Required Setback Portion of proposed addition lies within the required side-yard setback. Non-conformance expansion application applies to this area. ## Existing Nonconformity ## Proposed Garage Addition meets required 5' interior side-yard setback and is not part of this non-conformance expansion application Addition will not project farther into the setback than the existing home Page 61 of 206 47. 0 ## © Bolton & Menk, Inc - Web GIS 0 ## Legend ## Map Name This drawing is neither a legally recorded map nor a survey and is not intended to be used as one. This drawing is a compilation of records, information, and data located in various city, county, and state offices, and other sources affecting the area shown, and is to be used for reference purposes only. The City of Belle Plaine is not responsible for any inaccuracies herein contained. ## Disclaimer: ## 7/7/2026 2:32 PM 33Feet ## City Limits Parcels 6/12/2025 ## Lot Lines ## Minnesota River ## Protected Waters ## Public Water Basin ## Public Water Wetland ## Protected Waters - ## Watercourse Page 62 of 206 ## CITY OF BELLE PLAINE ## RESOLUTION 26-084 ## RESOLUTION APPROVING A NON-CONFORMANCE EXPANSION PERMIT FOR A HOME ADDITION ## AT 614 MAIN STREET WEST ## Legal: Attached as Exhibit A ## Property Identification Number: 200010930 WHEREAS, Anthony Espinoza (the Property Owner) has submitted an application for a Non- Conformance Expansion Permit to provide for a 780 square-foot addition to an existing home at 614 Main ## Street West; and, WHEREAS, the subject property is an existing residential use which includes an existing dwelling and an existing detached garage in the R-3 Single and Two Family Residential District; and, WHEREAS, the Planning and Zoning Commission conducted a public hearing on the proposed Non- ## Conformance Expansion Permit July 13 th , 2026, following posted, mailed, and published notice; and, WHEREAS, following the public hearing the Planning and Zoning Commission reviewed the request and applicable code standards and found: 1. Functional and aesthetic justifications for the expansion. A main-floor master suite is a typical feature of a single family home, including homes in the R-3 District. It is a proposed continuation of improvements recently made to the home including new and upgraded exterior materials. 2. Adequacy of off-street parking for the expansion. The proposed expansion will increase the off-street, interior, parking capabilities for the property and is not anticipated to increase parking demands at the subject property. 3. Absence of adverse off-site impacts such as traffic, noise, dust, odors, and parking. The proposed expansion will not create any adverse off-site impacts. The proposed addition is consistent with required performance standards. 4. Improvement to the appearance and stability of the property and neighborhood. The proposed expansion will result in an improved structure for the property which is consistent with design aspects of the dwelling. 5. Will not endanger public safety. The request relates to a private structure that is on private property. It does not impact traffic, site lines, or emergency access. 6. Will not interfere with adopted City plans or regulations requiring additional right-of-way width. No interference with City plans or regulations requiring additional right-of-way width is anticipated. 7. Is not expansion of a non-conformity previously allowed through the nonconformance variance process. The referenced structure and use have not been the previous subject of a non-conformance expansion permit request. WHEREAS, the Planning Commission approved a resolution recommending the City Council approve a non-conformance expansion permit for the home addition; and, WHEREAS, the City Council held a public hearing on the proposed non-conformance expansion permit at a regular meeting July 20, 2026; and WHEREAS, following public hearing, the City Council discussed the application and accepted the Planning Commission’s findings. ## NOW, THEREFORE BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF BELLE PLAINE, SCOTT COUNTY, MINNESOTA, THAT: The City Council approves a non-conformance expansion permit for a 780 square foot home addition at 614 Main Street West, with the following conditions: Page 63 of 206 1. The “Use” is limited to 780 square-foot addition to the rear of an existing home as depicted on the site plan included with the application. 2. The site plans and all correspondence, reports, and, if applicable, conditions and restrictions placed upon the non-conformance expansion permit by the Belle Plaine Planning Commission shall be made a part of the non-conformance expansion permit resolution. 3. The proposed addition shall not encroach any farther into the side yard setback than the existing structure. 4. The addition shall be constructed in substantial conformance with the submitted existing and proposed surveys. 5. This non-conformance expansion permit does not apply to the front porch addition illustrated on the proposed survey and floor plan. 6. No work shall occur in the ROW without an approved ROW permit. 7. Lot coverage standards shall be met. 8. This non-conformance expansion permit shall expire one year after date of approval unless the Applicant has commenced construction of the Use on-site or a petition for an extension of time has been granted by the City Council. 9. Approval of this non-conformance expansion permit and associated site plan does not approve any future expansion or associated improvements on-site. 10. A building permit is required. The adoption of the foregoing resolution was duly moved by Councilmember ________ and seconded by Councilmember _________, and after full discussion thereof and upon a vote being taken thereon, the following Councilmembers voted in favor thereof: _____________. and the following voted against the same: ___________. Whereupon said resolution was declared duly passed and adopted. Dated this 20 th day of July, 2026. ## ATTEST: ___________________ _______________________ James Evans Dawn Meyer Mayor City Administrator Page 64 of 206 ## EXHIBIT A ## RESOLUTION 26-084 ## LEGAL DESCRIPTION Lots 16-18, Block 042, City of Belle Plaine, Scott County, Minnesota Page 65 of 206 ## MEMORANDUM ## DATE: July 20, 2026 ## FROM: ## Cynthia Smith Strack, Community Development Director ## AGENDA ## ITEM: ## Public Hearing Approve Ordinance 26-04 Ordinance 26-04 An Ordinance Rezoning Lot 1, Block 1, Valley Business Park Fourth, Scott County, Minnesota from I-C Industrial/Commercial to I-2 General Industrial District. Resolution 26-085 A Resolution Approving Summary Publication of Ordinance 26-04 An Ordinance Rezoning Lot 1, Block 1, Valley Business Park Fourth, Scott County, Minnesota ## from I-C Industrial/Commercial to I-2 General Industrial District ## REVIEW: Legacy Crossing LLC (Applicant) has applied for rezoning of L1,B1 Valley Business Park Fourth. The Applicant and the City (Property Owner) have entered a purchase agreement for the subject property. If approved the rezoning will accommodate a business storage use. Section 1103.06 of the City Code provides for consideration of rezoning. The Council is to consider the following items when making a decision on the request. 1. The proposed action has been considered in relation to the specific policies and provisions of and has been found to be consistent with the official City Comprehensive Plan. 2. The proposed use is or will be compatible with present and future land uses of the area. 3. The proposed use conforms with all performance standards contained herein. 4. The proposed use will not tend to or actually depreciate the property values in the area in which it is proposed. 5. The proposed use can be accommodated with existing public services and will not overburden the City's service capacity. 6. Traffic generation by the proposed use is within capabilities of streets serving the property. A review memo to the Planning Commission regarding the rezoning is attached. Additional information and plan sets are included with companion requests for conditional use permit/site plan approval. The Planning Commission held a public hearing on the request and recommended approval. ## ATTACHMENTS: Staff memo to the PZC dated July 13, 2026. Ordinance 26-04 Ordinance 26-04 An Ordinance Rezoning Lot 1, Block 1, Valley Business Park Fourth, Scott County, Minnesota from I-C Industrial/Commercial to I-2 General Industrial District. Resolution 26-085 A Resolution Approving Summary Publication of Ordinance 26-04 An Ordinance Rezoning Lot 1, Block 1, Valley Business Park Fourth, Scott County, Minnesota from ## I-C Industrial/Commercial to I-2 General Industrial District ## RECOMMENDATION: The Planning Commission recommends approval of the rezoning request. ## ACTION OPTIONS: 1. Approve the request. 2. Deny the request with findings. 3. Postpone consideration to a future time. ## SIGNATURE: Page 66 of 206 Page 1 of 2 ## MEMORANDUM ## Planning and Zoning Commission ## DATE: July 13 th , 2026 ## FROM: ## Jim Gerold, Assistant Community Development Director ## AGENDA ITEM: ## Public Hearing Valley Business Park Fourth Rezoning Ordinance 26-04 An Ordinance Rezoning Lot 1, Block 1, Valley Business Park Fourth from I-C Industrial Commercial to I-2 General Industrial District. Resolution PZ 26-09, Recommending the City Council Approve Ordinance 26-04, An Ordinance Rezoning Lot 1, Block 1, Valley Business Park Fourth from I-C Industrial Commercial District to I-2 General Industrial District. ## OVERVIEW Legacy Crossing LLC (Applicant) and the City of Belle Plaine (Property Owner) have applied for rezoning of Lot 1, Block 1, Valley Business Park Fourth. The Planning Commission is to hold a public hearing on Ordinance 26-04. If approved the rezoning will accommodate contractor storage garages. Currently the property is zoned I-C Industrial/Commercial District. Eight contractor storage buildings totaling approximately 86,000 square feet are proposed for the site. ## REVIEW CRITERIA Section 1103.06 of the City Code provides for consideration of rezoning. The Commission is to consider the following items when making a recommendation. 1. The proposed action has been considered in relation to the specific policies and provisions of and has been found to be consistent with the official City Comprehensive Plan. 2. The proposed use is or will be compatible with present and future land uses of the area. 3. The proposed use conforms with all performance standards contained herein. 4. The proposed use will not tend to or actually depreciate the property values in the area in which it is proposed. 5. The proposed use can be accommodated with existing public services and will not overburden the City's service capacity. 6. Traffic generation by the proposed use is within capabilities of streets serving the property. ## REVIEW: The proposed rezoning is consistent with the 2040 Comprehensive Plan land use which is Mixed Use Industrial/Commercial. The subject property is situated on a block adjacent to several zoning districts including Highway Commercial, General Industrial, and Industrial-Commercial. Proposed rezoning would likely not constitute spot zoning. Existing uses adjacent to the subject property are varied and include commercial and industrial uses such as Cambria and Belle Plaine Public Works. The subject property is an existing vacant lot owned by the City of Belle Plaine, which was recently platted and is pending sale to Legacy Crossing LLC. The proposed use under rezoning is multiple contractor storage garages. The applicant opines that the proposed storage garages will offer a variety of amenities to attract their primary customers, which are small businesses including contractors and Page 67 of 206 Page 2 of 2 those in the trades. The storage facilities will be fully fenced with a secure entry gate, AI security cameras, asphalt driveways, and modern garages available in various sizes and amenity levels. Should the property be rezoned the property owner will be required to adhere to zoning standards for the I-2 General Industrial District. Full municipal services are already available at the subject parcel. The proposed use as Contractor Storage Garages is unlikely to impact the City’s utility capacity. South Street is classified as a major collector street and Laredo St is classified as a local collector street. The proposed use is unlikely to generate traffic that is in excess of the capabilities of the street serving the property. Notice of public hearing has been posted, published, and mailed to adjacent property owners. ## ACTION: The Planning Commission is to hold a public hearing to provide an opportunity for receipt and consideration of factual information relating to the request. Following the public hearing the PZC is to analyze the request and compare the request to applicable standards. The PZC is to make a recommendation to the City Council. If the PZC recommends denial of the request it shall issue specific findings of fact relating thereto. If the PZC considers approval, a sample resolution is attached. ## ATTACHMENTS: Public Hearing Lot 1, Block 1, Valley Business Park Fourth Rezoning. Ordinance 26-04, An Ordinance Rezoning Lot 1, Block 1, Valley Business Park Fourth from I-C Industrial Commercial to I-2 General Industrial District. Resolution PZ 26-09, Recommending the City Council Approve Ordinance 26-04, An Ordinance Rezoning Lot 1, Block 1, Valley Business Park Fourth from I-C Industrial Commercial District to I-2 General Industrial District. Supporting Documents including application, applicants narrative, current zoning ## map, and 2040 Comprehensive Plan Future Land Use Map ## SIGNATURE: Page 68 of 206 ## CITY OF BELLE PLAINE ## ORDINANCE 26-04 ## AN ORDINANCE REZONING LOT 1, BLOCK 1, VALLEY BUSINESS PARK FOURTH, SCOTT ## COUNTY, MINNESOTA FROM I-C INDUSTRIAL/COMMERCIAL DISTRICT ## TO I-2 GENERAL INDUSTRIAL DISTRICT ## THE CITY COUNCIL OF THE CITY OF BELLE PLAINE ORDAINS: Section 1. Section 1105.01, SUBD. 2, the Official Zoning Map, is hereby amended as follows: Lot 1, Block 1, Valley Business Park Fourth, Scott County, Minnesota from I-C Industrial ## Commercial District to I-2 General Industrial District Section 2. This Ordinance shall become effective upon publication in the official newspaper of the City. Passed and duly adopted by the City Council of the City of Belle Plaine this 20 th day of July, 2026. ## BY:______________________________________ ## James Evans, Mayor ## ATTEST: _________________________________________ ## Dawn Meyer, City Administrator Page 69 of 206 ## ATTACHMENT A ## ORDINANCE 26-04 Page 70 of 206 ## CITY OF BELLE PLAINE ## RESOLUTION 26-085 ## APPROVING SUMMARY PUBLICATION OF ORDINANCE 26-04 AN ORDINANCE REZONING ## LOT 1, BLOCK 1, VALLEY BUSINESS PARK FOURTH, SCOTT COUNTY, MINNESOTA ## FROM I-C INDUSTRIAL/COMMERCIAL DISTRICT ## TO I-2 GENERAL INDUSTRIAL DISTRICT WHEREAS, the City Council has dutifully reviewed Ordinance 26-04 An Ordinance Rezoning Lot 1, Block 1, Valley Business Park Fourth, Scott County, Minnesota from I-C Industrial/Commercial to I-2 General ## Industrial District; and WHEREAS, the City Council of the City of Belle Plaine has determined the publication of the title and a summary of Ordinance 26-04 will inform the public of the intent and effect of the entire Ordinance 26-04; WHEREAS, pursuant to Minnesota Statutes 412.191, Subdivision 4, the Council may, by a four-fifths vote of its members, direct that only the title of the Ordinance and a summary be published with notice that a printed copy of the Ordinance is available for inspection by any person during regular office hours at the ## City Office; WHEREAS, prior to the publication of the title and summary, the Council has read and approved the text of the summary and determined that it clearly informs the public of the intent and effect of the Ordinance. ## NOW THEREFORE BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF BELLE PLAINE THAT: City Council hereby authorizes and orders publication of the title and summary of Ordinance 26-04 An Ordinance Rezoning Lot 1, Block 1, Valley Business Park Fourth, Scott County, Minnesota from I-C Industrial/Commercial to I-2 General Industrial District, as shown in Attachment A. The adoption of the foregoing resolution was duly moved by Councilmember and seconded by Councilmember, and after full discussion thereof and upon a vote being taken thereon, the following Councilmembers voted in favor thereof:. and the following voted against the same: Whereupon said resolution was declared duly passed and adopted. Dated this 20 th day of July, 2026. ## ATTEST: ___________________ _______________________ ## James Evans Dawn Meyer Mayor City Administrator Page 71 of 206 ## ATTACHMENT A ## CITY OF BELLE PLAINE ## ORDINANCE 26-04 ## AN ORDINANCE REZONING LOT 1, BLOCK 1, VALLEY BUSINESS PARK FOURTH, SCOTT ## COUNTY, MINNESOTA FROM I-C INDUSTRIAL/COMMERCIAL DISTRICT ## TO I-2 GENERAL INDUSTRIAL DISTRICT On Monday, July 20, 2026, the City Council of the City of Belle Plaine approved Ordinance 26-04 a copy of which is available for review and/or photocopying during regular office hours at the City of Belle Plaine, 218 North Meridian Street, Belle Plaine, MN 56011; phone 952-873-5553. Ordinance 26-04 rezones Lot 1, Block 1 Valley Busines Park Fourth from I-C Industrial Commercial to I-2 General Industrial. The code amendment becomes effective upon summary publication. Adopted this 20 th day of July, 2026. ## James Evans, Mayor ## ATTEST: ## Dawn Meyer, City Administrator Publish in the Henderson Independent on July 31, 2026 Page 72 of 206 ## MEMORANDUM ## DATE: July 20, 2026 ## FROM: ## Cynthia Smith Strack, Community Development Director ## AGENDA ## ITEM: ## Public Hearing Resolution 26-086 - Resolution Approving a Conditional Use Permit and Site Plan Providing for Contractor Storage Garages at Lot 1, Block 1, Valley Business Park Fourth Subdivision. ## REVIEW: Legacy Crossing LLC (Applicant) has requests conditional use permit and site plan approval for a contractor storage facility at Lot 1, Block 1 Valley Business Park Fourth Addition. The Applicant and the City (Property Owner) have entered a purchase agreement for the subject property. Conditional use permit review criteria are contained in Section 1103.08, Subd. 4 of the City code. Site plan review criteria are contained in Section 1103.07 of the code. A staff review memo to the Planning Commission is attached and includes detailed analysis of the CUP, site plan, and code standards. Also attached are plans submitted with the request. The Council is to hold a public hearing and then review the CUP and site plan requests. A resolution contemplating conditional approval is attached. ## RECOMMENDATION The Planning Commission recommends approval CUP and site plan with conditions contained in the sample resolution attached. ## ATTACHMENTS: • Staff review memo to Planning Commission dated July 13, 2026. • Plan set. • Resolution 26-086 Resolution Approving a Conditional Use Permit and Site Plan Providing for Contractor Storage Garages at Lot 1, Block 1, Valley Business Park Fourth Subdivision. ## SIGNATURE: Page 73 of 206 1 ## MEMORANDUM ## DATE: July 13 , 2026 ## FROM: ## Jim Gerold, Community Development Director ## AGENDA ITEM: Public Hearing: Conditional Use Permit for Contractor Storage Garages located at Lot 1, Block 1, Valley Business Park Fourth. Resolution PZ 26-10 A Resolution Recommending Approval/Denial of a Conditional Use Permit and Site Plan Providing for Contractor Storage Garages at Lot 1, Block 1 Valley Business Park Fourth Subdivision. ## REVIEW: ## Project Synopsis Consideration of this Conditional Use Permit is contingent upon approval of the rezoning application from I-C Industrial Commercial to I-2 General Industrial. If the rezoning is not approved, the CUP cannot be issued and this memo becomes invalid. Chad Smurawa & Legacy Crossing LLC (Applicant) and the City of Belle Plaine (Property Owner) have submitted an application for consideration of a conditional use permit for Lot 1, Block 1, Valley Business Park Fourth. A CUP is required for conditional uses within the I-2 General Industrial District. Site plan review will be conducted with the CUP review. ## The Applicant represents: 1. Principal use of property will be contractor storage garages. 2. Sign permits will be obtained for all signage. 3. Lighting to meet City Code requirements. 4. Outdoor storage is not proposed. 5. The project will be completed in 3 phases, with the final phase being completed by spring of 2029. Phase I ## Completion by Spring 2027, Phase II Completion by Spring 2028, and Phase III Completion by Spring 2029. ## Code Review ## Consistency with Comprehensive Plan The subject parcel is in an area planned for continued mixed commercial/industrial use. ## Zoning The property is proposed to be zoned I-2 General Industrial. Mini-storage uses within the I- 2 District require a conditional use permit. Chapter 1105.12, Subd. (5)(7) provides for conditional uses in the General Industrial District, including: 6. Mini-Storage ## PZC Page 74 of 206 2 ## I-2 District Performance Standards The existing lot appears to meet the minimum lot size (20,000 sf required) and lot width (100’ required). The structure appears to meet front (35 feet), and rear (25 feet) setbacks as well as the maximum building height of thirty-five (35) feet. The submitted plans indicate setback deficiencies including: Impervious surface is shown extending to the property line along the rear lot boundary. City Code requires a minimum five (5) foot setback from property lines to impervious surface. Additionally, this parcel is bounded by public streets on all four sides and is therefore subject to the thirty (30) foot corner lot side yard setback requirement. Submitted plans do not meet this standard. ## Site Access Site access will be Diversified Drive from the north. Additionally, emergency vehicle access will be provided on the southeast corner of the property off of Maple Street South. A turning radius study is required to ensure maneuverability of fire and rescue equipment. ## Parking Parking is not required. There is space for vehicle unloading within the drive aisles. The use does not have any onsite staff. ## Lighting A photometric plan has been submitted. The lighting fixtures are wallpacks shielded downwards. Lighting standards appear to be met. ## General Performance Standards Section 1107.01 provide for general performance standards for all types of uses including smoke, dust, odor, noise, glare, etc. Compliance with Section 1107.01 is recommended as a condition of approval. ## Commercial and Industrial Design Standards Applicant proposes exterior materials that include R-Panel steel siding, manufactured brick panels, faux windows, and galvalume roofing. Applicant proposes that, upon completion of all phases of project, hidden fastener siding with brick panels and faux windows will be used on building elevations that face public streets and adjoining properties. Exposed fastener siding is proposed elsewhere. Large percentages of the wall surfaces on the interior of the property will consist of overhead doors. Chapter 1107.17 of the Code provides for Commercial and Industrial Design Standards. 1107.17 Subd. 2 (D) dictates the percentage of building face that is required to be comprised of Class I or equivalent materials. Statement by architect or supplier verifying equivalency required. 1107.17 Subd. 2 (E) prohibits walls with an unbroken length to wall ratio exceeding 4:1. Revised plans required that illustrate vertical breaks to meet code standard. Lots of over 50,000 square feet are required to devote at least one (1) percent of the lot area to pedestrian use such as plazas, sidewalks, or trails. The applicant has indicated intent to locate the pedestrian use area in the SW corner; revised plans shall illustrate this area. ## Outside Storage Outside storage is not proposed. If outdoor storage is proposed in the future a conditional use permit shall be issued under Section 1107.08, Subd. 2 of the City Code, including location, landscaping, and surfacing requirements shall be met. ## Screening & Landscaping A landscape plan has been submitted and includes a combination of deciduous and coniferous trees and shrubs as well as grasses. All plants shall be guaranteed for two years from the time planting is complete. Hardwood mulch is proposed around all trees and in plant beds. A galvanized chain link fence is proposed around the perimeter of the site. A fence permit is required. Page 75 of 206 3 ## Conditional Use Permit Standards Section 1103.08, Subd. 4 of the code requires the following be considered prior to issuance of a CUP. Staff comments are in italicized type face. 1. The use must be consistent with the Comprehensive Plan. The subject parcel is guided toward industrial/commercial use. 2. The use must be consistent with the purpose of the I-2 General Industrial District. The I-2 District provides for general industrial activities which have access to thoroughfares and effective controls for nuisance and pollution. It is intended to provide a compatible relationship with other land uses. Adjacent uses include commercial and industrial uses. 3. The use may not adversely impact government facilities, utilities, or service provisions. The proposed use will not stress government facilities or available utilities. The facility will not be an industrial water or wastewater user. 4. The use may not adversely impact the public health, safety, or welfare. The subject property is planned and zoned for industrial/commercial use. Outdoor storage is not proposed. As a condition of approval the proposed use may not exceed Code thresholds for noise, vibration, odor, smoke, glare, etc. 5. The use may not be injurious to the use and enjoyment of property in the immediate vicinity or substantially diminish and impair adjacent property values. The use is consistent with abutting uses and operations and will primarily be contained within structures. 6. The use may not impede the normal, orderly development and improvement of adjacent properties for uses permitted in the subject zoning class. Existing and future uses in the vicinity of the proposed use are primarily industrial and commercial. 7. Adequate utilities, access roads, drainage, and necessary facilities must be or will be provided. The site was developed with commercial/industrial use in mind. Utilities, roads, drainage, and facilities are largely adequate. As recommended conditions of approval, compliance with fire access road requirements, and fire hydrant location requirements will be required. 8. Adequate measures have been/will be taken to provide for vehicular and pedestrian safety and convenience to, from, and within the site. Pedestrian traffic to/from the site is not anticipated. Vehicle access will be off of Diversified Drive with adequate setback from adjacent intersections. Future trails are proposed on the south and west sides of the parcels. 9. The use in all other respects conforms to the applicable regulations of the district within which it is located. Subject to the plan revisions required herein, the use will conform to all other applicable regulations of the I-2 General Industrial District. ## Public Hearing Notice of required public hearing has been posted, published, and mailed as prescribed by state law. No comments have been received. ## Department Review Staff have reviewed the concept at a review meeting and recommends if issuance of a CUP is contemplated the following conditions be applied: 1. The “Use” is defined as Contractor Storage Garages. The conditional use permit shall be valid only for the Use defined herein. 2. Establishment of the Use as defined within the application materials submitted with a request for CUP approval and as defined within a staff memo dated July 13 th , 2026 submitted by Community Development staff. 3. Rezoning of the parcel from I-C to I-2. 4. The conditional use permit is effective upon recording of the conditional use permit at the Scott County Recorder’s Office. The Use shall not be commenced until the conditional use permit is recorded. The conditional use permit shall not be recorded until revised plans are submitted for administrative review and approved including incorporation of all City Engineer’s Comments. 5. Outdoor storage is not permitted unless a condition use permit is issued under Section 1107.08, Subd. 2 of the City Code as may be amended. 6. Plan revisions are required, including: Page 76 of 206 4 a. Plans shall be revised to illustrate building setback requirements are met. b. Plans should be revised to illustrate all impervious surfaces a minimum of 5’ from property lines. c. Plans should be revised to show snow storage location. d. Plans should be revised to show 1% pedestrian use area. e. A statement by architect or supplier verifying building material equivalency with Class 1 materials is required. Plans shall be revised to illustrate vertical breaks to meet code design standard. f. Plans shall be revised to illustrate adherence to Minnesota State Fire Code including, but not limited to proximity of structure to fire hydrants. g. Turn radius study shall be submitted for review by fire official. h. Revised plans shall verify the location that the water and sanitary sewer service enter the building(s). i. Revised plans shall show space for recycling per MN Rules 1303.1500. j. Revised plans are subject to review and approval by the City Engineer, the Building Official, and the Community Development Director. 7. The use shall remain in compliance with Section 1107.01 of the City Code pertaining to general performance standards for all types of uses including smoke, dust, odor, noise, glare, etc 8. Signage shall require submittal and approval of a sign permit application. 9. Address numbers are required to be placed on each building per MN State Fire Code and visible as you enter from the main entrance. Indicate on plan how compliance with this requirement will be achieved. 10. Issuance of any/all permits as required by the Building Official. 11. The site and plans and all correspondence, reports, and, if applicable, conditions and restrictions placed upon the conditional use permit by the Belle Plaine Planning Commission shall be made a part of the conditional use permit resolution. 12. This conditional use permit shall expire if Phase I of construction is not commenced within one (1) year of approval, or if the Use is not commenced within ninety (90) days following the completion of Phase I, or a petition for an extension of time has been granted by the City Council. Phase I shall be deemed commenced upon initiation of physical site work. 13. Applicant shall complete all build-out phases per the following timeline: Phase I Completion by June, 2027, Phase II Completion by June, 2028, and Phase III Completion by April 2029. 14. This conditional use permit shall be subject to all applicable codes, regulations and ordinances, and the conditions of approval contained herein. A violation of any applicable codes, regulations and ordinances, and the conditions of approval herein shall be grounds for revocation. 15. This conditional use permit may be subject to annual inspection and audit by the City. 16. This conditional use permit shall expire if the Use ceases for more than twelve (12) consecutive months, in the event the structure is destroyed and a building permit is not issued within 180 days, or if the Use is changed to a different Use. 17. The Conditional Use permitted under this Resolution may not change to another conditional use or further intensified without a new application and approval by the City Council. 18. The Use permitted under this Resolution shall remain in effect as long as the conditions of the Resolution are observed. ## ACTION: The Planning Commission is to hold a public hearing on the proposed conditional use permit. Following the hearing the Planning Commission may make a recommendation to the City Council. ## ATTACHMENTS: • Application, narrative, plan set, marked up plan set, elevations, photometric plan, City Engineer Comments. • Resolution PZ 26-10 A Resolution Recommending Approval/Denial of a Conditional Use Permit and Site Plan Providing for Contractor Storage Garages at Lot 1, Block 1 Valley Business Park Fourth Subdivision. ## SIGNATURE: Page 77 of 206 Page 78 of 206 ## City of Belle Plaine, Minnesota MEGA Storage Garages Extended Planning Commission & Code Review Submi al Project Locaon: Corner of Maple Street & Diversified Drive, Belle Plaine, MN (TBD Address) Parcel Area: 215,085 sq. $. (4.94 acres) ## Zoning: Warehouse / Industrial with Highway Commercial corridor influence ## Owner / Developer: Legacy Crossing LLC ## Applicant: Legacy Crossing LLC Civil Engineer: Snyder & Associates, Inc. Contractor / Building System: Pella Building Systems, Inc. ## 1. Detailed Project Descrip'on Mega Storage Garages is a business centric facility designed with exterior-access-only units housed in single-story, steel-framed buildings. The project is planned as a phased development to align infrastructure investment with market demand. ## 2. Code Classifica'on & Building Construc'on ## Primary Occupancy: Group S-1 – Moderate Hazard Storage ## Accessory Occupancy: Group B – Community restroom only ## Construcon Type: Type V-B Structural System: All-steel component framing with non-combus=ble wall and roof assemblies ## Foundaons: Concrete slab-on-grade, frost-protected per Minnesota State Building Code ## 3. Electrical, Mechanical, and U'lity Systems Electrical: Phase 1 with approximately sixty (60) rented units with majority to be served by electrical power. Electrical service is limited to ligh=ng and general-use outlets; no individual metering is provided. Site ligh=ng, gate controls, and security systems are included. Mechanical: Phase I includes 1 building with heated storage areas that will be approximately 7,675 – 13,920 square feet and are served by code-compliant hea=ng systems. Non-heated units are uncondi=oned. Plumbing: One exterior-accessed, ADA-compliant community restroom is provided. Plumbing not installed within storage units. ## 4. Site & Development Metrics • Total site area: 215,085 square feet (4.94 acres) Page 79 of 206 • Ul=mate rentable storage area: approximately 70,000 – 90,000 square feet • Phase 1 rentable area: 29,675 - 47,290 square feet • Phase 1 unit count: approximately 60 units • Heated storage (Phase 1): 7,675 - 13,920 square feet • Non-heated storage (Phase 1): 22,000 - 33,370 square feet • Impervious surface coverage: 85 percent or less • All storage units are exterior accessed 5. Phasing Plan – Phase 1 Phase 1 includes construc=on of four detached storage buildings located along the northern por=on of the site, arranged from the northeast corner moving west. Phase 1 will provide approximately sixty (60) indirectly rented storage units. Units in 3 buildings will include electrical service only and 1 heated building which includes an exterior-accessed community restroom. All buildings are single-story, steel framed, and non-combus=ble. ## 6. Fire & Life Safety Analysis Fire and life safety provisions are addressed through detached building separa=on, exterior-only unit access, and unrestricted fire department access to all building faces. The development does not permit hazardous material storage, flammable liquids, or vehicle repair ac=vi=es. Building areas and separa=ons are configured to remain below automa=c sprinkler thresholds under the Minnesota State Building Code. ## 7. Planning Commission Findings & Jus'fica'on The proposed self-storage use is consistent with the Warehouse / Industrial zoning district and compa=ble with the Highway Commercial corridor. The project represents a low-impact commercial use with minimal traffic genera=on, limited u=lity demand, and strong compa=bility with surrounding commercial and industrial development. Phased construc=on allows infrastructure to be implemented efficiently while maintaining full code compliance. ## 8. Recorded Use Restric'ons • No residen=al occupancy permiIed • No vehicle repair or maintenance ac=vi=es • No hazardous or flammable material storage • No retail sales or office tenancy • Storage use only as approved under S-1 classifica=on SubmiIed for Planning Commission and City Staff review on behalf of Legacy Crossing LLC. This document is intended to accompany the civil engineering and architectural plan sets. Page 80 of 206 ## V:\Projects\2026\126.0352.010\CADD\SP_1260352_TSH.dwg ## LOGAN MYERS , ## TITLE SHEET , 2026/06/02 , ## 3:14 PM , ## ANSI FULL BLEED D (34.00 X 22.00 INCHES) ## BY ## DATE ## REVISION ## MARK ## Scale: ## Technician: ## T-R-S: ## SNYDER & ASSOCIATES, INC. | ## Checked By: ## Engineer: ## Date: 1" = ## Project No: ## Sheet ## Project No: ## Sheet ## 2727 S.W. SNYDER BLVD ## ANKENY, IOWA 50023 515-964-2020 | www.snyder-associates.com ## KMM ## LJM ## KS 06-02-26 200 ' 126.0352.01 ## C100 126.0352.01 ## C100 ## LEGACY CROSSING GARAGESTITLE SHEET ## BELLE PLAINE, MINNESOTA ## TTN-RRW-SS ## SITE PLAN ## FOR ## LEGACY CROSSING GARAGES ## 801 DIVERSIFIED DRIVE ## CITY OF BELLE PLAINE, SCOTT COUNTY, MINNESOTA ## VICINITY MAP ## PROJECT LOCATION ## SCALE: 1" = 200' ## DIVERSIFIED DR ## LAREDO ST S ## OWNER ## LEGACY CROSSING, LLC ## PO BOX 222 ## HASTINGS, MN 55033 ## CONTACT: JOE HASELAND ## DEVELOPER ## PELLA BUILDING SYSTEMS ## 906 W 9TH STREET ## PELLA, IOWA 50219 ## CONTACT: WIEBE GOODYK ## ENGINEER ## SNYDER & ASSOCIATES, INC. ## 2727 SW SNYDER BOULEVARD ## ANKENY, IOWA 50023 ## CONTACT: DARRIN JACOBS, PE ## MAPLE ST ## E SOUTH ST ## HIGHWAY 169 ## Index of Sheets ## Sheet NumberSheet Title ## C100TITLE SHEET ## C200PROJECT INFORMATION ## C300DIMENSION & UTILITY PLAN ## C400GRADING & EROSION CONTROL PLAN ## C500PLANTING PLAN ## D ## A ## R ## I ## N ## J . ## J ## A ## C ## O ## B ## S ## S ## T ## A ## T ## E ## O ## F ## M ## I ## N ## N ## E ## S ## O ## T ## A ## LICENSED ## PROFESSIONAL ## ENGINEER 48993 I hereby certify that this engineering document was prepared by me or under my direct personal supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. Darin J. Jacobs, P.E. ## Date ## License Number48993 ## My License Renewal Date is December 31, 2026 Pages or sheets covered by this seal: Page 81 of 206 ## V:\Projects\2026\126.0352.010\CADD\SP_1260352_TSH.dwg ## LOGAN MYERS , ## PROJECT INFORMATION , 2026/06/02 , ## 3:14 PM , ## ANSI FULL BLEED D (34.00 X 22.00 INCHES) ## BY ## DATE ## REVISION ## MARK ## Scale: ## Technician: ## T-R-S: ## SNYDER & ASSOCIATES, INC. | ## Checked By: ## Engineer: ## Date: 1" = ## Project No: ## Sheet ## Project No: ## Sheet ## 2727 S.W. SNYDER BLVD ## ANKENY, IOWA 50023 515-964-2020 | www.snyder-associates.com ## KMM ## LJM ## KS 06-02-26 ## NONE 126.0352.01 ## C200 126.0352.01 ## C200 ## LEGACY CROSSING GARAGESPROJECT INFORMATION ## BELLE PLAINE, MINNESOTA ## TTN-RRW-SS ## UTILITY QUALITY SERVICE LEVELS ## QUALITY LEVELS OF UTILITIES ARE SHOWN IN THE PARENTHESES WITH THE ## UTILITY TYPE AND WHEN APPLICABLE, SIZE. THE QUALITY LEVELS ARE ## BASED ON THE CI / ASCE 38-02 STANDARD. ## QUALITY LEVEL (D) INFORMATION IS DERIVED FROM EXISTING UTILITY ## RECORDS OR ORAL RECOLLECTIONS. ## QUALITY LEVEL (C) INFORMATION IS OBTAINED BY SURVEYING AND ## PLOTTING VISIBLE ABOVE-GROUND UTILITY FEATURES AND USING ## PROFESSIONAL JUDGMENT IN CORRELATING THIS INFORMATION WITH ## QUALITY D INFORMATION. ## QUALITY LEVEL (B) INFORMATION IS OBTAINED THROUGH THE APPLICATION ## OF APPROPRIATE SURFACE GEOPHYSICAL METHODS TO DETERMINE THE ## EXISTENCE AND APPROXIMATE HORIZONTAL POSITION OF SUBSURFACE ## UTILITIES. ## QUALITY LEVEL (A) IS HORIZONTAL AND VERTICAL POSITION OF ## UNDERGROUND UTILITIES OBTAINED BY ACTUAL EXPOSURE OR ## VERIFICATION OF PREVIOUSLY EXPOSED SUBSURFACE UTILITIES, AS WELL ## AS THE TYPE, SIZE, CONDITION, MATERIAL, AND OTHER CHARACTERISTICS. ## UTILITY WARNING ## THE UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY ## INFORMATION AND/OR RECORDS OBTAINED. THE SURVEYOR MAKES ## NO GUARANTEE THAT THE UTILITIES OR SUBSURFACE FEATURES ## SHOWN COMPRISE ALL SUCH ITEMS IN THE AREA, EITHER IN SERVICE ## OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT ## THE UTILITIES OR SUBSURFACE FEATURES SHOWN ARE IN THE EXACT ## LOCATION INDICATED EXCEPT WHERE NOTED AS QUALITY LEVEL A. ## LEGEND ## FEATURESFOUND ## SET ## Section Corner 1/2" Rebar, Cap # 11579 ## (Unless Otherwise Noted) ## ROW Marker ## ROW Rail ## Control Point ## Bench Mark ## Platted DistanceP ## Measured Bearing & DistanceM ## Recorded AsR ## Deed DistanceD ## Calculated DistanceC ## Minimum Protection ElevationMPE ## Centerline ## Section Line ## 1/4 Section Line 1/4 1/4 Section Line ## Easement Line ## FEATURESEXISTING PROPOSED ## Spot Elevation ## Contour Elevation ## Fence (Barbed, Field, Hog) ## Fence (Chain Link) Fence (Wood) Fence (Silt) ## Tree Line ## Tree Removal Limits ## Tree Stump ## Deciduous Tree \\ Shrub ## Coniferous Tree \\ Shrub ## Communication ## Overhead Communication ## Fiber Optic ## Underground Electric ## Overhead Electric ## Duct Bank ## Gas Main with Size ## High Pressure Gas Main with Size ## Water Main with Size ## Sanitary Sewer with Size ## Sanitary Manhole ## Storm Sewer with Size ## Storm Manhole ## Single Storm Sewer Intake ## Double Storm Sewer Intake (*) Denotes the survey quality service level for utilities ## Fire Hydrant ## Fire Hydrant on Building ## Water Main Valve ## Water Service Valve ## Well ## Utility Pole ## Guy Anchor ## Utility Pole with Light ## Utility Pole with Transformer ## Street Light ## Yard Light ## Electric Box ## Electric Transformer ## Traffic Sign ## Communication Pedestal ## Communication Manhole ## Communication Handhole ## Fiber Optic Manhole ## Fiber Optic Handhole ## Gas Valve ## Gas Manhole ## Gas Apparatus ## Fence Post or Guard Post ## Underground Storage Tank ## Above Ground Storage Tank ## Sign ## Satellite Dish ## Mailbox ## Sprinkler Head ## Irrigation Control Valve ## Soil Boring ## Test Hole Location for SUE w/ID ○ 1225 ## X (1225.25) ● ## X 1225 1225.25 ## PROPERTY DESCRIPTION ## LOTS 1-4 OF VALLEY BUSINESS PARK THIRD BLOCK 1. ## PROPERTY ADDRESS ## 801 DIVERSIFIED DRIVE ## BELLE PLAINE, MINNESOTA 56011 ## GENERAL USE ## SELF-STORAGE ## GENERAL NOTES 1.NOTIFY UTILITY PROVIDERS PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES AND COORDINATE WITH UTILITY PROVIDERS AS NECESSARY DURING CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR DETERMINING EXISTENCE, EXACT LOCATION, AND DEPTH OF ALL UTILITIES. PROTECT ALL UTILITY LINES AND STRUCTURES NOT SHOWN FOR REMOVAL OR MODIFICATION. ANY DAMAGES TO UTILITY ITEMS NOT SHOWN FOR REMOVAL OR ## MODIFICATION SHALL BE REPAIRED TO THE UTILITY OWNER'S SPECIFICATIONS AT THE CONTRACTOR'S EXPENSE. 2.CONSTRUCTION OF ALL STREET AND UTILITY IMPROVEMENTS SHALL CONFORM TO THE 2026 MNDOT SPECIFICATIONS, CEAM SPECIFICATIONS AND THE CITY OF BELLE PLAINE GENERAL SUPPLEMENTAL SPECIFICATIONS TO SUDAS, AT THE TIME EFFECTIV OF THE PLAN APPROVAL. 3.ALL TRAFFIC CONTROL SHALL BE PROVIDED IN ACCORDANCE WITH REQUIREMENTS SET FORTH IN THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MN). WHEN CONSTRUCTION ACTIVITIES OBSTRUCT PORTIONS OF THE ROADWAY, FLAGGERS SHALL BE PROVIDED. FLAGGERS ## SHALL CONFORM TO THE MUTCD IN APPEARANCE, EQUIPMENT AND ACTIONS. ## 4.NOTIFY OWNER, ENGINEER, AND CITY OF BELLE PLAINE AT LEAST 48 HOURS PRIOR TO BEGINNING WORK. 5.IN THE EVENT OF A DISCREPANCY BETWEEN THE QUANTITY ESTIMATES AND THE DETAILED PLANS, THE DETAILED PLANS SHALL GOVERN. 6.DIMENSIONS, BUILDING LOCATION, UTILITIES AND GRADING OF THIS SITE ARE BASED ON AVAILABLE INFORMATION AT THE TIME OF DESIGN. DEVIATIONS MAY BE NECESSARY IN THE FIELD. ANY SUCH CHANGES OR CONFLICTS BETWEEN THIS PLAN AND FIELD CONDITIONS ARE TO BE REPORTED TO THE ARCHITECT/ENGINEER PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LAYOUT ## VERIFICATION OF ALL SITE IMPROVEMENTS PRIOR TO CONSTRUCTION. 7.CONTRACTOR TO LOAD AND TRANSPORT ALL MATERIALS CONSIDERED TO BE UNDESIRABLE TO BE INCORPORATED INTO THE PROJECT TO AN ## APPROVED OFF-SITE WASTE SITE. 8.CONTRACTOR TO STRIP AND STOCKPILE TOPSOIL FROM ALL AREAS TO BE CUT OR FILLED. RESPREAD TO MINIMUM 8" DEPTH TO FINISH GRADES. 9.ALL PROPOSED CONTOURS AND SPOT ELEVATIONS SHOWN ARE FINISHED GRADES AND/OR TOP OF PAVING SLAB (GUTTER), UNLESS OTHERWISE ## NOTED. 10.THE CONTRACTOR IS RESPONSIBLE FOR CLEANING DIRT AND DEBRIS FROM NEIGHBORING STREETS, DRIVEWAYS, AND SIDEWALKS CAUSED BY ## CONSTRUCTION ACTIVITIES IN A TIMELY MANNER. 11.THE ADJUSTMENT OF ANY EXISTING UTILITY APPURTENANCES TO FINAL GRADE IS CONSIDERED INCIDENTAL TO THE SITE WORK. 12.THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING EROSION CONTROL MEASURES AS NECESSARY. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR MAINTAINING ANY EXISTING EROSION CONTROL MEASURES ON SITE AT THE TIME OF CONSTRUCTION. GRADING AND SOIL EROSION CONTROL CODE REQUIREMENTS SHALL BE MET BY CONTRACTOR. A GRADING PERMIT IS REQUIRED FOR THIS PROJECT. 13.THIS SITE SHALL BE MAINTAINED IN COMPLIANCE WITH ALL CITY CODE APPLICABLE ON THE DATE OF SITE PLAN APPROVAL. 14.ANY AMENDMENTS OR CHANGES TO THE PROJECT SITE THAT DOES NOT MEET WHAT IS SHOWN ON THE SITE PLAN NEED TO BE APPROVED WITH THE ## PERMIT AND DEVELOPMENT CENTER PRIOR TO INSTALLATION/CONSTRUCTION. 15.NO LIGHTING IS PROPOSED WITH THIS SITE PLAN. ANY PROPOSED LIGHTING SHALL BE COORDINATED WITH THE CITY OF BELLE PLAINE PRIOR TO CONSTRUCTION. LIGHTING MUST BE LOW GLARE CUT OFF TYPE FIXTURES TO REDUCE THE GLARE OF LIGHT POLLUTION ON SURROUNDING ## PROPERTIES. 16.THE REQUIRED LANDSCAPING, BOTH EXISTING AND PROPOSED, SHALL BE MAINTAINED FOR THE LIFE OF THE CERTIFICATE OF OCCUPANCY ## 17.ALL DISTURBED AREAS SHALL BE RESTORED BY SEEDING OR SODDING ## 18.ALL WORK IN THE CITY RIGHT OF WAY REQUIRES A RIGHT OF WAY PERMIT. ## 19.NO EXTERIOR DUMPSTER WILL BE PROVIDED ON SITE. 20.PRIVATE WATER AND SEWER SERVICES MUST MEET UNIFORM PLUMBING CODE (UPC) AND ALL CITY OF BELLE PLAINE AMENDMENTS TO UPC. ## DEVELOPER/CONTRACTOR IS RESPONSIBLE FOR VERIFYING PIPE MATERIAL REQUIREMENTS PRIOR TO CONSTRUCTION. ## 21.ANY NEW CABLE, TRANSMISSION, OR OTHER UTILITY SYSTEMS WILL BE INSTALLED UNDERGROUND. 22.ALL ROOFTOP MECHANICAL EQUIPMENT MUST BE SCREENED ON ALL SIDES WITH ARCHITECTURAL SCREENING EQUAL TO THE HEIGHT OF THE EQUIPMENT. MECHANICAL EQUIPMENT SHALL NOT BE LOCATED IN THE FRONT YARD OR STREET SIDE YARD AND SHALL BE SCREENED FROM VIEW FROM ANY PUBLIC WAY WITH LANDSCAPING, FENCING, OR WALLS CONSISTENT WITH THE BUILDING DESIGN, COLORS, AND MATERIALS. ## 23.ANY EXISTING WATER SERVICES/STUBS WILL NEED TO BE REMOVED UP TO THE MAIN. ## BULK REGULATIONS ## MINIMUM LOT WIDTH= 100 FEET ## FRONT YARD SETBACK= 35 FEET ## SIDE YARD SETBACK= 20 FEET ## REAR YARD SETBACK= 25 FEET ## MAXIMUM IMPERVIOUS AREA= 85% ## MAX BUILDING HEIGHT= 35 FEET ## BASE SITE CALCULATIONS ## TOTAL LOT AREA= 215,077 SF (4.94AC) ## MAX IMPERVIOUS PER CODE = 85% ## PROPOSED PAVEMENTS = 92,069 SF ## PROPOSED BUILDINGS= 86,128 SF ## PROPOSED IMPERVIOUS = 178,197 SF (82.9%) ## ZONING ## I-C - INDUSTRIAL/COMMERCIAL DISTRICT ## BUILDING TYPE: STORAGE UNITS ## UTILITY CONTACT INFORMATION ## UTILITY CONTACT FOR MAPPING INFORMATION SHOWN AS RECEIVED FROM THE ## MINNESOTA ONE CALL DESIGN REQUEST SYSTEM, TICKET NUMBER 261170561. ## G-GAS MAINCENTER POINT ENERGY 608-223-2014 ## C-COMMUNICATIONFRONTIER COMMUNICATIONS ## FO-FIBER OPTIC800-778-9140 ## OE1-OVERHEAD ELECTRICXCEL ENERGY ## E-UNDERGROUND ELECTRIC800-848-7558 ## W-WATER MAINCITY OF BELLE PLAINE ## S-SANITARY SEWER952-873-6742 ## CLEARZAYO BANDWIDTH 800-961-6500 ## CLEARMETRO FIBERNET, LLC 507-219-8081 ## CLEARJAGUAR COMMUNICATIONS 507-219-8081 ## FO2-FIBER OPTICMEDIACOM 800-778-9140 ## CONTROL POINTS ## MINNESOTA DOT: SCOTT COUNTY COORDINATE SYSTEM ## NAD83(2011)(EPOCH 2010.00) - US SURVEY FEET ## CP100N=153012.67 E=386246.32 Z=857.09 ## FOUND 3/4" PIPE WITH RED PLASTIC CAP #26748, WEST SIDE OF ## MAPLE STREET S, +/-SOUTH OF DIVERSIFIED DRIVE. (AS SHOWN ## ON SURVEY) ## CP101N=152669.16 E=386247.88 Z=856.57 ## SET CUT "X" IN NORTHWEST QUADRANT OF E SOUTH STREET ## AND MAPLE STREET S AT INTAKE. (AS SHOWN ON SURVEY) ## CP102N=152705.95 E=385729.83 Z=857.96 ## SET CUT "X" ON EAST BACK OF CURB IN NORTHEAST QUADRANT ## OF E SOUTH STREET AND LAREDO STREET S, WEST OF POWER ## POLE. (AS SHOWN ON SURVEY) ## CP103N=153174.23 E=385731.13 Z=858.43 ## SET CUT "X" IN SOUTHEAST QUADRANT OF LAREDO AVENUE ## AND DIVERSIFIED DRIVE AT +/-1/2 RADIUS BACK OF CURB. (AS ## SHOWN ON SURVEY) ## CP104N=153153.59 E=386259.50 Z=856.26 ## SET CUT "X" +/-1/2 RADIUS ON BACK OF CURB IN SOUTHWEST ## QUADRANT OF DIVERSIFIED DRIVE AND MAPLE STREET S. (AS ## SHOWN ON SURVEY) ## BENCHMARKS ## NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88 - GEOID18) ## US SURVEY FEET ## BM500ELEV=859.01 ## BURY BOLT ON HYDRANT, EAST SIDE OF SITE, WEST SIDE OF ## MAPLE STREET S. ## DATE OF SURVEY ## APRIL 30, 2026 ## POLLUTION PREVENTION NOTES ## A.POLLUTION PREVENTION AND EROSION PROTECTION ## 1. CODE COMPLIANCE: THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL ## POTENTIAL POLLUTION AND SOIL EROSION CONTROL REQUIREMENTS OF THE ## MINNESOTA CODE, THE MINNESOTA DEPARTMENT OF NATURAL RESOURCES (MDNR) ## NPDES PERMIT, THE U.S. CLEAN WATER ACT AND ANY LOCAL ORDINANCES. THE ## CONTRACTOR SHALL TAKE ALL NECESSARY STEPS TO PROTECT AGAINST EROSION ## AND POLLUTION FROM THIS PROJECT SITE AND ALL OFF-SITE BORROW OR DEPOSIT ## AREAS DURING PERFORMANCE OR AS A RESULT OF PERFORMANCE. ## 2.DAMAGE CLAIMS: THE CONTRACTOR WILL HOLD THE OWNER AND ARCHITECT / ## ENGINEER HARMLESS FROM ANY AND ALL CLAIMS OF ANY TYPE WHATSOEVER ## RESULTING FROM DAMAGES TO ADJOINING PUBLIC OR PRIVATE PROPERTY, INCLUDING ## REASONABLE ATTORNEY FEES INCURRED TO OWNER. FURTHER, IF THE CONTRACTOR ## FAILS TO TAKE NECESSARY STEPS TO PROMPTLY REMOVE EARTH SEDIMENTATION OR ## DEBRIS WHICH COMES ONTO ADJOINING PUBLIC OR PRIVATE PROPERTY, THE OWNER ## MAY, BUT NEED NOT, REMOVE SUCH ITEMS AND DEDUCT THE COST THEREOF FROM ## AMOUNTS DUE TO THE CONTRACTOR. ## B.STORM WATER DISCHARGE PERMIT ## 1. THIS PROJECT REQUIRES COVERAGE UNDER THE NPDES GENERAL PERMIT NO. 2 FOR ## STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITIES FROM THE ## MDNR, AS REQUIRED BY THE ENVIRONMENTAL PROTECTION AGENCY (EPA). THE ## GENERAL CONTRACTOR AND ALL SUBCONTRACTORS ARE RESPONSIBLE FOR ## COMPLIANCE WITH AND FULFILLMENT OF ALL REQUIREMENTS OF THE NPDES GENERAL ## PERMIT NO. 2 AS SPECIFIED IN THE CONTRACT DOCUMENTS. ## 2.ALL DOCUMENTS RELATED TO THE STORM WATER DISCHARGE PERMIT, INCLUDING, BUT ## NOT LIMITED TO, THE NOTICE OF INTENT, PROOF OF PUBLICATIONS, DISCHARGE ## AUTHORIZATION LETTER, CURRENT SWPPP, SITE INSPECTION LOG, AND OTHER ITEMS, ## SHALL BE KEPT ON SITE AT ALL TIMES AND MUST BE PRESENTED TO ANY ## JURISDICTIONAL AGENCIES UPON REQUEST. FAILURE TO COMPLY WITH THE NPDES ## PERMIT REQUIREMENTS IS A VIOLATION OF THE CLEAN WATER ACT AND THE CODE OF ## MINNESOTA. ## 3.A "NOTICE OF DISCONTINUATION" MUST BE FILED WITH THE MDNR UPON FINAL ## STABILIZATION OF THE DISTURBED SITE AND REMOVAL OF ALL TEMPORARY EROSION ## CONTROL MEASURES. ALL PLANS, INSPECTION REPORTS, AND OTHER DOCUMENTS ## MUST BE RETAINED FOR A PERIOD OF THREE YEARS AFTER PROJECT COMPLETION. ## THE CONTRACTOR SHALL RETAIN A RECORD COPY AND PROVIDE THE ORIGINAL ## DOCUMENTS TO THE OWNER UPON PROJECT ACCEPTANCE AND/OR SUBMITTAL OF THE ## NOTICE OF DISCONTINUATION. ## C.POLLUTION PREVENTION PLAN ## 1. THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) IS A SEPARATE ## DOCUMENT IN ADDITION TO THESE PLAN DRAWINGS. THE CONTRACTOR SHOULD ## REFER TO THE SWPPP FOR ADDITIONAL REQUIREMENTS AND MODIFICATIONS TO THE ## POLLUTION PREVENTION PLAN MADE DURING CONSTRUCTION. ## 2.THE SWPPP ILLUSTRATES GENERAL MEASURES AND BEST MANAGEMENT PRACTICES ## (BMP) FOR COMPLIANCE WITH THE PROJECT'S NPDES PERMIT COVERAGE. ALL BMP'S ## AND EROSION CONTROL MEASURES REQUIRED AS A RESULT OF CONSTRUCTION ## ACTIVITIES ARE THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY, NOTE AND ## IMPLEMENT. ADDITIONAL BMP'S FROM THOSE SHOWN ON THE PLAN MAY BE REQUIRED. ## 3.THE SWPPP AND SITE MAP SHOULD BE EXPEDITIOUSLY REVISED TO REFLECT ## CONSTRUCTION PROGRESS AND CHANGES AT THE PROJECT SITE. ## 4.THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL REQUIREMENTS OF ## THE GENERAL PERMIT AND SWPPP, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING ## BMP'S UNLESS INFEASIBLE OR NOT APPLICABLE: ## a.UTILIZE OUTLET STRUCTURES THAT WITHDRAW WATER FROM THE SURFACE WHEN ## DISCHARGING FROM BASINS, PROVIDE AND MAINTAIN NATURAL BUFFERS AROUND ## SURFACE WATERS, DIRECT STORM WATER TO VEGETATED AREAS TO INCREASE ## SEDIMENT REMOVAL AND MAXIMIZE STORM WATER INFILTRATION, AND MINIMIZE ## SOIL COMPACTION. ## b.INSTALL PERIMETER AND FINAL SEDIMENT CONTROL MEASURES SUCH AS SILT ## BARRIERS, DITCH CHECKS, DIVERSION BERMS, OR SEDIMENTATION BASINS ## DOWNSTREAM OF SOIL DISTURBING ACTIVITIES PRIOR TO SITE CLEARING AND ## GRADING OPERATIONS. ## c.PRESERVE EXISTING VEGETATION IN AREAS NOT NEEDED FOR CONSTRUCTION AND ## LIMIT TO A MINIMUM THE TOTAL AREA DISTURBED BY CONSTRUCTION OPERATIONS ## AT ANY TIME. ## d.MAINTAIN ALL TEMPORARY AND PERMANENT EROSION CONTROL MEASURES IN ## WORKING ORDER, INCLUDING CLEANING, REPAIRING, REPLACEMENT, AND ## SEDIMENT REMOVAL THROUGHOUT THE PERMIT PERIOD. CLEAN OR REPLACE SILT ## CONTROL DEVICES WHEN THE MEASURES HAVE LOST 50% OF THEIR ORIGINAL ## CAPACITY. ## e.INSPECT THE PROJECT AREA AND CONTROL DEVICES (BY QUALIFIED PERSONNEL ## ASSIGNED BY THE CONTRACTOR) EVERY SEVEN CALENDAR DAYS. RECORD THE ## FINDINGS OF THESE INSPECTIONS AND ANY RESULTING ACTIONS IN THE SWPPP ## WITH A COPY SUBMITTED WEEKLY TO THE OWNER OR ENGINEER DURING ## CONSTRUCTION. REVISE THE SWPPP AND IMPLEMENT ANY RECOMMENDED ## MEASURES WITHIN 7 DAYS. ## f.PREVENT ACCUMULATION OF EARTH AND DEBRIS FROM CONSTRUCTION ACTIVITIES ## ON ADJOINING PUBLIC OR PRIVATE PROPERTIES, INCLUDING STREETS, DRIVEWAYS, ## SIDEWALKS, DRAINAGEWAYS, OR UNDERGROUND SEWERS. REMOVE ANY ## ACCUMULATION OF EARTH OR DEBRIS IMMEDIATELY AND TAKE REMEDIAL ACTIONS ## FOR FUTURE PREVENTION. ## g.INSTALL NECESSARY CONTROL MEASURES SUCH AS SILT BARRIERS, EROSION ## CONTROL MATS, MULCH, DITCH CHECKS OR RIPRAP AS SOON AS AREAS REACH ## THEIR FINAL GRADES AND AS CONSTRUCTION OPERATIONS PROGRESS TO ENSURE ## CONTINUOUS RUNOFF CONTROL. PROVIDE INLET AND OUTLET CONTROL MEASURES ## AS SOON AS STORM SEWERS ARE INSTALLED. h.RESPREAD A MINIMUM OF 8 INCHES OF TOPSOIL (INCLUDING TOPSOIL FOUND IN ## SOD) ON ALL DISTURBED AREAS, EXCEPT WHERE PAVEMENT, BUILDINGS OR OTHER ## IMPROVEMENTS ARE LOCATED. ## i.STABILIZE UNDEVELOPED, DISTURBED AREAS WITH MULCH, TEMPORARY SEED MIX, ## PERMANENT SEED MIX, SOD, OR PAVEMENT IMMEDIATELY AS SOON AS POSSIBLE ## UPON COMPLETION OR DELAY OF GRADING OPERATIONS. INITIATE STABILIZATION ## MEASURES IMMEDIATELY AFTER CONSTRUCTION ACTIVITY IS FINALLY COMPLETED ## OR TEMPORARILY CEASED ON ANY PORTION OF THE SITE AND WHICH WILL NOT ## RESUME FOR A PERIOD EXCEEDING 14 CALENDAR DAYS. j.COORDINATE LOCATIONS OF STAGING AREAS WITH THE OWNER AND RECORD IN ## THE SWPPP. UNLESS NOTED OTHERWISE, STAGING AREAS SHOULD CONTAIN THE ## FOLLOWING: JOB TRAILERS, FUELING / VEHICLE MAINTENANCE AREA, TEMPORARY ## SANITARY FACILITIES, MATERIALS STORAGE, AND CONCRETE WASHOUT FACILITY. ## CONTROL RUNOFF FROM STAGING AREAS WITH DIVERSION BERMS AND/OR SILT ## BARRIERS AND DIRECT TO A SEDIMENT BASIN OR OTHER CONTROL DEVICE WHERE ## POSSIBLE. CONCRETE WASHOUT MUST BE CONTAINED ONSITE. ## k.REMOVE ALL TEMPORARY EROSION CONTROL MEASURES AND SITE WASTE PRIOR ## TO FILING OF THE "NOTICE OF DISCONTINUATION". Page 82 of 206 ## PROPOSED ## BUILDING ## 9,818 SF ## PROPOSED ## BUILDING ## 11,994 SF ## PROPOSED ## BUILDING ## 11,994 SF ## PROPOSED ## BUILDING ## 7,675 SF ## PROPOSED ## BUILDING ## 8,600 SF ## PROPOSED ## BUILDING ## 13,760 SF ## PROPOSED ## BUILDING ## 15,480 SF ## PROPOSED ## BUILDING ## 6,812 SF ## DETENTION ## 60' Drainage & Utility Easement ## Per Valley Business Park 25' Drainage & Utility ## Easement Dedicated ## Per Valley Business ## Park Third ## 15' Utility Easement Per ## Excelsior-Henderson ## Industrial Park Subdivision 10' Drainage & Utility ## Easement Dedicated ## Per Valley Business ## Park Third 10' Drainage & Utility ## Easement Dedicated ## Per Valley Business ## Park Third ## 35' BSL ## 25' BSL ## 25' BSL ## 20' BSL ## 20' BSL ## Outlot A 100 101 102 103 104 ## BM500 ## Water Main ## Single Pin Flag (Locator indicated water line is stubbed but location is unknown) ## 2 Post Wood Sign ## BP Commons ## Saxe Chevy ## Cambria ## Diversified Drive ## Laredo Street S ## E South Street ## Maple Street S ## Mediacom Sign ## 40 MPH Sign ## Frontier Communication Pedestal ## Fiber Sign ## Highway 5 Sign ## Right Turn Lane Sign ## Center Point Gas Sign ## Stop Sign ## Center Point ## Energy Sign ## Parking Sign ## No Parking Sign ## Diversified/Maple Street Sign ## Rim=858.00 ## Inv.=839.60 10" PVC E ## Inv.=839.55 12" TRUSS N ## Inv.=839.55 12" TRUSS S ## Rim=859.00 ## Inv.=840.15 12" TRUSS SE ## Inv.=839.50 12" TRUSS N ## Inv.=839.50 12" TRUSS W ## Rim=858.75 ## Inv.=840.75 12" TRUSS S ## Inv.=840.75 12" TRUSS NW ## Rim=858.12 ## Inv.=841.12 10" PVC E ## Inv.=841.12 10" PVC W ## Rim=856.14 ## Inv.=841.79 8" PVC S ## Inv.=841.69 10" PVC E ## Inv.=841.69 10" PVC W ## Rim=857.12 ## Inv.=845.02 8" PVC N ## Intake=857.85 ## Inv.=855.00 12" RCP NE ## Inv.=854.90 24" CPP NW ## Inv.=854.90 24" CPP SW ## SW Outlet Location Unknown ## Intake=856.99 ## Inv.=855.19 12" RCP N ## Inv.=855.19 12" RCP SW ## Intake=856.97 ## Inv.=855.22 12" RCP S ## Intake=857.60 ## Inv.=854.90 18" CPP N ## Inv.=854.70 24" RCP SE ## SE Pipe Switches to CPP ## Intake=857.00 ## Inv.=852.65 12" CPP N ## Inv.=852.60 15" RCP W ## Inv.=852.02 15" RCP E ## Inv.=851.82 24" RCP N ## Inv.=851.82 24" RCP S ## Intake=856.65 ## Inv.=853.58 12" CPP NW ## Intake=854.14 ## Inv.=849.34 15" RCP S ## Intake=856.37 ## Inv.=849.37 15" RCP N ## Inv.=849.17 18" RCP E ## Inv.=849.17 18" RCP S ## Rim=856.59 ## Inv.=850.74 12" RCP NE ## Inv.=849.23 18" CPP W ## Inv.=849.23 18" CPP E ## Intake=856.04 ## Inv.=851.79 12" RCP E ## Inv.=851.54 12" RCP SW ## Rim=855.83 ## Inv.=852.03 12" RCP W ## Asphalt ## Asphalt ## Asphalt ## Asphalt ## 2' Concrete Curb and Gutter ## 2' Concrete Curb and Gutter ## 2' Concrete Curb and Gutter ## Rim=857.820 ## Inv.=841.62 12" TRUSS S ## Inv.=841.62 12" TRUSS N 50' 55' 80' 55' 80' 50' 70' 30' 60' 50' 55' 80' 55' 90' 60' 50' 26' 149.9' 30' 172' 23.5' 6 6 6 6 66 6 6 ## 3A ## 3A ## 3A ## 3A ## 3A ## 3A ## 3A ## 3A ## 3A ## 2B ## 2A ## 2A ## 3C ## 3C ## 3D ## 3D ## 3D ## 3D ## 3D ## 3D ## 5B ## 5A ## 5A ## 5D ## 5C ## 5C ## 5C ## 1A ## 1A ## 4A ## 4A ## 4A ## 4A ## 4A ## 3B ## 3B ## 3B ## 3B ## 3F ## 3F ## 3F ## 3E ## 1A ## 1A ## 1A ## 1A ## 1A ## 1A ## 1A ## 1A ## 4B ## 4C ## 4C ## 4C ## 4C 153.5' ## 7A ## ADJUSTED RIM: 859.41 ## 6" W ## 6" W ## V:\Projects\2026\126.0352.010\CADD\SP_1260352_DIM.dwg ## LMYERS , ## DIMENSION & UTILITY PLAN , 2026/06/02 , ## 3:14 PM , ## ANSI FULL BLEED D (34.00 X 22.00 INCHES) ## FEET 0 30 ## BY ## DATE ## REVISION ## MARK ## Technician: ## T-R-S: ## SNYDER & ASSOCIATES, INC. | ## Checked By: ## Engineer: ## Date: ## Project No: ## Sheet ## Project No: ## Sheet ## 2727 S.W. SNYDER BLVD ## ANKENY, IOWA 50023 515-964-2020 | www.snyder-associates.com ## KMM ## LJM ## KS 06-02-26 126.0352.01 ## C300 126.0352.01 ## C300 ## LEGACY CROSSING GARAGES ## DIMENSION & UTILITY PLAN ## BELLE PLAINE, MINNESOTA ## TTN-RRW-SS ## PAVEMENT LEGEND ## HMA ## DIMENSION PLAN CONSTRUCTION NOTES ## 1.EXISTING FEATURES, PROTECT THE FOLLOWING: ## A.PAVEMENT TO REMAIN. ## B.EXISTING UTILITIES. COORDINATE ANY RELOCATIONS OR ADJUSTMENTS ## WITH UTILITY SERVICE PROVIDER AS NECESSARY. ## 2. DEMOLITION, REMOVE THE FOLLOWING: ## A.REMOVE CURB AND GUTTER SECTION. ## B.REMOVE EXISTING WATER SERVICE TO LIMITS SHOWN. ## 3. PAVEMENTS, PROVIDE THE FOLLOWING: ## A.PCC DRIVES AND PARKING, 6" DEPTH PAVEMENT ON 12" PREPARED ## SUBGRADE IN 2-6" LIFTS COMPACTED TO 95% STANDARD PROCTOR ## DENSITY. ## B.6" STANDARD CURB. SEE DETAIL ON THIS SHEET. ## C.CONNECT TO EXISTING PAVEMENT WITH SUDAS TYPE B CONNECTION. ## D.PROPOSED 3' WIDE CONCRETE VALLEY GUTTER. ## E.NO CURB. ## F.4' WIDE PCC CUNETTE. ## G.TAPER TO NO CURB. ## 4. SITE AMENITIES, PROVIDE THE FOLLOWING: ## A.6 FOOT HEIGHT FENCE. ## B.AUTOMATIC GATE. ## C.MANUAL FIRE DEPARTMENT GATE. ## 5. WATER SERVICE, PROVIDE THE FOLLOWING: ## A.6" WATER FIRE SERVICE LINE. MAINTAIN MINIMUM 5.5' DEPTH. ## B.CONNECT TO EXISTING WATER SERVICE LINE. ## C.45° WATER BEND. ## D.HYDRANT ASSEMBLY. ## 6. PROPOSED BUILDING. SEE ARCHITECTURAL PLANS FOR MORE DETAILS. ## 7. SANITARY SEWER, PROVIDE THE FOLLOWING: ## A.EXISTING SANITARY SEWER MANHOLE. ADJUST RIM TO FINISH GRADE. ## CONTRACTOR TO VERIFY EXISTING ADJUSTING RINGS AND ADD AS ## NECESSARY. ADDITIONAL MODIFICATIONS MAY BE NECESSARY TO MEET ## BELLE PLAINE SPECIFICATIONS. COORDINATE WITH CITY OF BELLE PLAINE ## PRIOR TO CONSTRUCTION. 3 ## C300 ## TYPICAL PAVEMENT CROSS SECTIONS ## NO SCALE ## PAVEMENT SECTION ## PAVEMENT, SEE PLANS ## FOR MATERIAL, THICKNESS ## & LOCATIONS ## 12" DEPTH PREPARED SUBGRADE ## 2 - 6" LIFTS UNLESS NOTED OTHERWISE ## FORM ## GRADE ## ELEV. 6" ## SLOPE AS ## PER PLANS 4 1 2 " 7 1 2 " 2 ## C300 ## 6-INCH STANDARD CURB ## NO SCALE ## R3" ## R3" ## PCC 4 ## C300 ## CUNETTE ## NO SCALE ## 2% SLOPE ## 2% SLOPE ## NOTES: ## 1. SUBGRADE SHALL CONSIST OF A FIRM UNYIELDING CLAY (CL OR CH) OR CLASS "A" ROADSTONE BASE. ## 2. CONCRETE WILL HAVE THE MIX DESIGN AS SHOWN FOR STREET PAVEMENT IN THE CONSTRUCTION. ## PLACE TOPSOIL OVER ALL AREAS DISTURBED ## 3. FINISH SHALL CONFORM TO SUDAS FOR SIDEWALKS AND PROVIDE FINAL BROOM FINISH. ## 4. CURING AS SPECIFIED FOR CONCRETE PAVEMENT. ## 5. REBAR SHALL BE EPOXY COATED STEEL. ## 6. TAPER WIDTH TO MATCH FLARED END SECTION WIDTH AS NECESSARY. 3'-0"6" 2" ## CLEARANCE 6" 1" 5" ## #4 TRAVERSE REBAR @ ## 5'-0" O.C. (3'-6" LONG) ## 6" COMPACTED ## SUBGRADE ## 4 - #4 LONGITUDINAL REBAR ## W/ 15" MIN. OVERLAP 1 1 2 " 15 1 4 " 1 ## C300 ## WATERLIP DETAIL ## NO SCALE ## ELEVATION VARIES ## SEE SHEET C400 ## 2.0' (TYP.) Page 83 of 206 ## PROPOSED ## BUILDING ## 9,818 SF ## PROPOSED ## BUILDING ## 11,994 SF ## PROPOSED ## BUILDING ## 11,994 SF ## PROPOSED ## BUILDING ## 7,675 SF ## PROPOSED ## BUILDING ## 8,600 SF ## PROPOSED ## BUILDING ## 13,760 SF ## PROPOSED ## BUILDING ## 15,480 SF ## PROPOSED ## BUILDING ## 6,812 SF ## DETENTION ## 60' Drainage & Utility Easement ## Per Valley Business Park 25' Drainage & Utility ## Easement Dedicated ## Per Valley Business ## Park Third ## 15' Utility Easement Per ## Excelsior-Henderson ## Industrial Park Subdivision 10' Drainage & Utility ## Easement Dedicated ## Per Valley Business ## Park Third 10' Drainage & Utility ## Easement Dedicated ## Per Valley Business ## Park Third ## 35' BSL ## 25' BSL ## 25' BSL ## 20' BSL ## 20' BSL ## Outlot A 852 852 853 853 854 854 855 855 856 856 857 857 857 858 858 858 859 859 860 860 861 861 852 852 853 853 854 854 855 855 856 856 857 857 857 858 858 858 859 859 860 860 861 861 862 862 856 856 857 857 857 857 858 856 857 857 857 857 858 856 857 858 857 858 100 101 102 103 104 ## BM500 ## Water Main ## Single Pin Flag (Locator indicated water line is stubbed but location is unknown) ## 2 Post Wood Sign ## BP Commons ## Saxe Chevy ## Cambria ## Diversified Drive ## Laredo Street S ## E South Street ## Maple Street S ## Mediacom Sign ## 40 MPH Sign ## Frontier Communication Pedestal ## Fiber Sign ## Highway 5 Sign ## Right Turn Lane Sign ## Center Point Gas Sign ## Stop Sign ## Center Point ## Energy Sign ## Parking Sign ## No Parking Sign ## Diversified/Maple Street Sign ## Rim=858.00 ## Inv.=839.60 10" PVC E ## Inv.=839.55 12" TRUSS N ## Inv.=839.55 12" TRUSS S ## Rim=859.00 ## Inv.=840.15 12" TRUSS SE ## Inv.=839.50 12" TRUSS N ## Inv.=839.50 12" TRUSS W ## Rim=858.75 ## Inv.=840.75 12" TRUSS S ## Inv.=840.75 12" TRUSS NW ## Rim=858.12 ## Inv.=841.12 10" PVC E ## Inv.=841.12 10" PVC W ## Rim=856.14 ## Inv.=841.79 8" PVC S ## Inv.=841.69 10" PVC E ## Inv.=841.69 10" PVC W ## Rim=857.12 ## Inv.=845.02 8" PVC N ## Intake=857.85 ## Inv.=855.00 12" RCP NE ## Inv.=854.90 24" CPP NW ## Inv.=854.90 24" CPP SW ## SW Outlet Location Unknown ## Intake=856.99 ## Inv.=855.19 12" RCP N ## Inv.=855.19 12" RCP SW ## Intake=856.97 ## Inv.=855.22 12" RCP S ## Intake=857.60 ## Inv.=854.90 18" CPP N ## Inv.=854.70 24" RCP SE ## SE Pipe Switches to CPP ## Intake=857.00 ## Inv.=852.65 12" CPP N ## Inv.=852.60 15" RCP W ## Intake=856.65 ## Inv.=853.58 12" CPP NW ## Intake=854.14 ## Inv.=849.34 15" RCP S ## Intake=856.37 ## Inv.=849.37 15" RCP N ## Inv.=849.17 18" RCP E ## Inv.=849.17 18" RCP S ## Rim=856.59 ## Inv.=850.74 12" RCP NE ## Inv.=849.23 18" CPP W ## Inv.=849.23 18" CPP E ## Intake=856.04 ## Inv.=851.79 12" RCP E ## Inv.=851.54 12" RCP SW ## Rim=855.83 ## Inv.=852.03 12" RCP W ## Asphalt ## Asphalt ## Asphalt ## Asphalt ## 2' Concrete Curb and Gutter ## 2' Concrete Curb and Gutter ## 2' Concrete Curb and Gutter ## Rim=857.820 ## Inv.=841.62 12" TRUSS S ## Inv.=841.62 12" TRUSS N 857 858 859 855 856 857 858 858 859 859 860 860 857 858 859 858 859 860 860 858 859 857 858 859 856 857 858 858 858 858 859 859 858 ## 860.26 TC ## 859.76 G 859.90 (856.30) (856.43) (856.88) (857.05) (857.41) (856.96) (857.00) (857.01) (857.22) (857.15) (856.91) (856.97) (857.68) (857.84) (858.34) (858.73) (858.47) (858.33) (857.76) (857.86) 859.44 859.49 859.10 859.10 859.15 858.62 858.80 858.80 858.80 ## 858.82 TC ## 858.32 G 858.25 858.93 ## 859.55 TC ## 859.05 G ## 860.16 TC ## 859.66 G 859.61 ## 860.26 TC ## 859.76 G ## 860.26 TC ## 859.76 G 859.96 ## 860.61 TC ## 860.11 G 860.07 859.90 859.35 ## 860.14 TC ## 859.64 G ## 860.14 TC ## 859.64 G ## 860.04 TC ## 859.54 G 859.54 859.50 ## 860.00 TC ## 859.50 G ## 860.00 TC ## 859.50 G 859.50 (856.88) (857.05) 859.50 ## 860.13 TC ## 859.63 G 859.25 ## 860.04 TC ## 859.54 G ## 860.44 TC ## 859.94 G ## 860.31 TC ## 859.81 G 859.97 859.60 859.13 858.85 858.83 858.26 858.76 858.88 858.75 859.08 857.98 858.83 858.68 858.85 858.83 858.85 858.83 858.19 858.85 858.85 858.68 858.85 858.85 858.85 858.85 858.16 858.04 857.92 858.13 858.13 858.01 858.02 857.89 ## 857.55 TC ## 857.05 G 856.53 856.53 ## 857.70 TC ## 857.20 G 857.89 856.50 856.50 857.89 857.89 857.89 ## 857.65 TC ## 857.15 G 856.53 856.53 857.90 ## 857.76 TC ## 857.26 G 858.15 (856.42) (856.30) 857.89 858.36 857 859.50 1.0% 0.7% 0.7% 0.7% 0.8% ## 859.88 TC ## 859.38 G 4.0% 4.3% 0.7% 0.7% 0.6% 0.5% 1.6% 0.7% 0.8% 0.5% 0.6% 0.4% 0.5% 0.5% 0.4% 0.4% 0.5% 0.5% 0.5% 0.4% 0.6% 0.5% 0.5% 0.7% 0.9% 0.6% 0.7% 1.0% 0.9% 1.0% 1.0% 0.9% 0.5% 0.7% 0.7% 1.0% 0.8% 0.7% ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ## 2.5 TONS OF ## CLASS D RIP RAP ## (5' X 5' X 1.5') ## 2.5 TONS OF ## CLASS D RIP RAP ## (5' X 5' X 1.5') ## 2.5 TONS OF ## CLASS D RIP RAP ## (5' X 5' X 1.5') ## 2.5 TONS OF ## CLASS D RIP RAP ## (5' X 5' X 1.5') ## SILT FENCE (TYP.) ## SILT FENCE (TYP.) ## V:\Projects\2026\126.0352.010\CADD\SP_1260352_GRDG.dwg ## KSUBASIC , ## GRADING & EROSION CONTROL PLAN , 2026/06/02 , ## 3:15 PM , ## ANSI FULL BLEED D (34.00 X 22.00 INCHES) ## FEET 0 30 ## BY ## DATE ## REVISION ## MARK ## Technician: ## T-R-S: ## SNYDER & ASSOCIATES, INC. | ## Checked By: ## Engineer: ## Date: ## Project No: ## Sheet ## Project No: ## Sheet ## 2727 S.W. SNYDER BLVD ## ANKENY, IOWA 50023 515-964-2020 | www.snyder-associates.com ## KMM ## LJM ## KS 06-02-26 126.0352.01 ## C400 126.0352.01 ## C400 ## LEGACY CROSSING GARAGES ## GRADING & EROSION CONTROL PLAN ## BELLE PLAINE, MINNESOTA ## TTN-RRW-SS ## GRADING NOTES ## 1.CONTRACTOR TO STRIP AND STOCKPILE TOPSOIL ON ALL AREAS TO BE CUT OR ## FILLED. RESPREAD TO MINIMUM 8" DEPTH TO FINISH GRADES. ## 2.ANY EXCESS CUT TO BE SPREAD ON SITE AS DIRECTED BY ENGINEER DURING ## CONSTRUCTION. PLACE TOPSOIL OVER ALL AREAS DISTURBED. ## 3.ALL DRAINAGE SWALES AND SLOPES 5 TO 1 OR GREATER TO BE SEEDED USING ## COMMERCIALLY AVAILABLE EROSION CONTROL SEED. MIXTURE APPLIED AT RATE ## RECOMMENDED BY SUPPLIER. ## 4.EROSION CONTROL: SEED THE SITE AFTER ROUGH GRADING HAS BEEN ## COMPLETED. PLACE SILT FENCE AND MAINTAIN IN PROBLEM AREAS AFTER ## GROUND COVER HAS BEEN ESTABLISHED. COMPLY WITH EROSION CONTROL LAW. ## 5.PROVIDE BELOW GRADE INLET PROTECTION IN PAVED AREAS FOLLOWING PAVING ## OPERATIONS AS NECESSARY. ## 6.CONTRACTOR TO LOAD AND TRANSPORT ALL MATERIALS CONSIDERED TO BE ## UNDESIRABLE TO BE INCORPORATED INTO THE PROJECT TO AN APPROVED ## OFF-SITE WASTE SITE. ## QUANTITIES ## SILT FENCE = 1,600 LF ## DISTURBED AREA = 5.07 AC ## CLASS D RIPRAP = 10 TONS ## TYPICAL SILT FENCE INSTALLATION ON LONGITUDINAL SLOPES (Profile View) ## FLOW ## 'T' STEEL ## FENCE POST ## 4'-0" MIN ## SEE PLANS FOR SPACING ## TYPICAL SILT FENCE INSTALLATION ON LONGITUDINAL SLOPES (Plan View) ## DETAILS OF SILT FENCE ON LONGITUDINAL SLOPES ## ATTACHMENT TO POST ## 200'-0" MAX LENGTH PER SECTION ## 600'-0" IF SLOPE IS FLATTER THAN 5% 36" 24" ## 8'-0" SPACING ## TYPICAL SILT FENCE DITCH CHECK ## BACKSLOPE ## FORESLOPE ## VARIABLE (20'-0" FOR A NORMAL 10'-0" WIDE DITCH) ## POST SPACING ## (5'-0" MAX) ## POST SPACING ## 5'-0" MAX) 2" ## MIN ## 20" MIN 1 1 2 ## GROUND LINE ## FABRIC ## GROUND CONTOURS ## INSTALL "J-HOOK" AT EACH END OF AN ## INDIVIDUAL SECTION OF SILT FENCE ## INSTALL PARALLEL TO ## GROUND CONTOUR ## FABRIC ## GROUND LINE ## FABRIC ## POST ## WIRE ## OR ## CABLE ## TIES 2 2 1 ## C400 ## SILT FENCE DETAIL ## NO SCALE ## 1 INSERT 12 INCHES OF FABRIC A ## MINIMUM OF 6 INCHES DEEP ## (FABRIC MAY BE FOLDED BELOW ## THE GROUND LINE. ## 2 REDUCE POST SPACING TO 5'-0" ## AT WATER CONCENTRATION ## AREAS, OR AS REQUIRED TO ## ADEQUATELY SUPPORT FENCE. Page 84 of 206 ## PROPOSED ## BUILDING ## 9,818 SF ## PROPOSED ## BUILDING ## 11,994 SF ## PROPOSED ## BUILDING ## 11,994 SF ## PROPOSED ## BUILDING ## 7,675 SF ## PROPOSED ## BUILDING ## 8,600 SF ## PROPOSED ## BUILDING ## 13,760 SF ## PROPOSED ## BUILDING ## 15,480 SF ## PROPOSED ## BUILDING ## 6,812 SF ## DETENTION ## 2 - MB ## 1 - JS ## 1 - JS ## 16 - CK ## 9 - HP ## 9 - HP ## 60' Drainage & Utility Easement ## Per Valley Business Park 25' Drainage & Utility ## Easement Dedicated ## Per Valley Business ## Park Third ## 15' Utility Easement Per ## Excelsior-Henderson ## Industrial Park Subdivision 10' Drainage & Utility ## Easement Dedicated ## Per Valley Business ## Park Third 10' Drainage & Utility ## Easement Dedicated ## Per Valley Business ## Park Third ## 35' BSL ## 25' BSL ## 25' BSL ## 20' BSL ## 20' BSL ## Outlot A 100 101 102 103 104 ## BM500 ## Water Main ## Single Pin Flag (Locator indicated water line is stubbed but location is unknown) ## 2 Post Wood Sign ## BP Commons ## Saxe Chevy ## Cambria ## Diversified Drive ## Laredo Street S ## E South Street ## Maple Street S ## Mediacom Sign ## 40 MPH Sign ## Frontier Communication Pedestal ## Fiber Sign ## Highway 5 Sign ## Right Turn Lane Sign ## Center Point Gas Sign ## Stop Sign ## Center Point ## Energy Sign ## Parking Sign ## No Parking Sign ## Diversified/Maple Street Sign ## Rim=858.00 ## Inv.=839.60 10" PVC E ## Inv.=839.55 12" TRUSS N ## Inv.=839.55 12" TRUSS S ## Rim=859.00 ## Inv.=840.15 12" TRUSS SE ## Inv.=839.50 12" TRUSS N ## Inv.=839.50 12" TRUSS W ## Rim=858.75 ## Inv.=840.75 12" TRUSS S ## Inv.=840.75 12" TRUSS NW ## Rim=858.12 ## Inv.=841.12 10" PVC E ## Inv.=841.12 10" PVC W ## Intake=857.85 ## Inv.=855.00 12" RCP NE ## Inv.=854.90 24" CPP NW ## Inv.=854.90 24" CPP SW ## SW Outlet Location Unknown ## Intake=856.99 ## Inv.=855.19 12" RCP N ## Inv.=855.19 12" RCP SW ## Intake=856.97 ## Inv.=855.22 12" RCP S ## Intake=857.60 ## Inv.=854.90 18" CPP N ## Inv.=854.70 24" RCP SE ## SE Pipe Switches to CPP ## Intake=857.00 ## Inv.=852.65 12" CPP N ## Inv.=852.60 15" RCP W ## Intake=856.65 ## Inv.=853.58 12" CPP NW ## Intake=854.14 ## Inv.=849.34 15" RCP S ## Intake=856.37 ## Inv.=849.37 15" RCP N ## Inv.=849.17 18" RCP E ## Inv.=849.17 18" RCP S ## Rim=856.59 ## Inv.=850.74 12" RCP NE ## Inv.=849.23 18" CPP W ## Inv.=849.23 18" CPP E ## Intake=856.04 ## Inv.=851.79 12" RCP E ## Inv.=851.54 12" RCP SW ## Asphalt ## Asphalt ## Asphalt ## Asphalt ## 2' Concrete Curb and Gutter ## 2' Concrete Curb and Gutter ## Rim=857.820 ## Inv.=841.62 12" TRUSS S ## Inv.=841.62 12" TRUSS N ## 3 - MB ## 4 - JW ## 3 - JS ## 3 - MB ## 3 - MB ## 5 - JS ## 5 - JS ## 2 - MB ## 1 - HG ## 5 - CK ## 1 - HG ## 5 - CK 1 1 1 1 1 1 ## TYP. ## TYP. ## TYP. ## TYP. ## TYP. ## TYP. 2 2 2 2 3 3 3 3 3 4 4 5 5 5 5 5 5 6 6 6 6 6 6 6 7 2' 2' 2' 5' 3 3 3 3 ## V:\Projects\2026\126.0352.010\CADD\SP_1260352_LND.dwg ## KDITTERT , ## PLANTING PLAN , 2026/06/02 , ## 3:15 PM , ## ANSI FULL BLEED D (34.00 X 22.00 INCHES) ## FEET 0 30 ## BY ## DATE ## REVISION ## MARK ## Technician: ## T-R-S: ## SNYDER & ASSOCIATES, INC. | ## Checked By: ## Engineer: ## Date: ## Project No: ## Sheet ## Project No: ## Sheet ## 2727 S.W. SNYDER BLVD ## ANKENY, IOWA 50023 515-964-2020 | www.snyder-associates.com ## KMM ## LJM ## KS 06-02-26 126.0352.01 ## C500 126.0352.01 ## C500 ## LEGACY CROSSING GARAGES ## PLANTING PLAN ## BELLE PLAINE, MINNESOTA ## TTN-RRW-SS ## STAKING PLAN ## (TREES 2 1/2" DIA OR SMALLER) ## STAKING PLAN ## (TREES LARGER THAN 2 1/2" DIA) 2 ## C500 ## PLANTING PIT DETAILS ## NO SCALE ## TYPICAL PLANTING PIT DETAILSLOPE PLANTING PIT DETAIL ## 1 WRAP TRUNK FROM GROUND TO FIRST BRANCH. 1 2 ## TO 2 3 ## TREE HEIGHT ## (4'-0" MIN) 1 4 ## TO 1 3 ## TREE HEIGHT ## (2'-0" MIN) 6" ## 3X ROOT BALL ## MINIMUM FOR TREES ## 2X ROOTBAL ## MINIMUM FOR SHRUBS ## DEPTH OF ## ROOT BALL ## OR CONTAINER ## ROOT SYSTEM ## 3X ROOT BALL ## MINIMUM FOR TREES ## 2X ROOT BALL ## MINIMUM FOR SHRUBS ## DEPTH OF ## ROOT BALL ## OR CONTAINER ## ROOT SYSTEM ## SEE PLANTING PIT ## DETAILS ## GARDEN ## HOSE ## FLAGGING ## MATERIAL 1 ## PLACE ON STAKE ## TO SOUTHWEST ## PLACE ON STAKE ## TO SOUTHWEST ## SET ROOT COLLAR AND ROOT FLARE 2" ABOVE ## FINISH GRADE. DO NOT PLACE MULCH WITHIN ## 2" OF TRUNK. ROOT COLLAR IS NOT ALWAYS ## LOCATED AT TOP OF ROOTBALL ## MINIMUM 6' DIAMETER, ## 3" DEPTH MULCH RING ## 3" HEIGHT WATER RETENTION ## BERM BEYOND EDGE OF ROOT BALL ## FINISH GRADE ## SCARIFY SIDES OF PIT ## REMOVE ALL NON-BIODEGRADABLE MATERIAL, ## CONTAINERS OR OTHER MATERIAL THAT WILL ## IMPEDE THE GROWTH OF THE PLANT MATERIAL. ## REMOVE ALL TWINE. FOR BALLED AND BURLAP ## (B&B) PLANTS REMOVE MINIMUM TOP 1 2 ## OF BURLAP ## AND WIRE BASKET MINIMUM. ## PLACE ROOT BALL ON UNDISTURBED SOIL ## 2:1 MAXIMUM TRANSITION SLOPE. ## BEGIN TRANSITION AT EDGE OF ## ROOT BALL ## EXISTING ## SLOPE ## TREE OR SHRUB ## SCARIFY SIDES OF PIT ## REMOVE ALL NON-BIODEGRADABLE MATERIAL, ## CONTAINERS OR OTHER MATERIAL THAT WILL ## IMPEDE THE GROWTH OF THE PLANT MATERIAL. ## REMOVE ALL TWINE. FOR BALLED AND BURLAP ## (B&B) PLANTS REMOVE MINIMUM TOP 1 2 ## OF BURLAP ## AND WIRE BASKET MINIMUM. ## PLACE ROOT BALL ON UNDISTURBED SOIL ## FINISH GRADE ## 3" HEIGHT WATER RETENTION ## BERM BEYOND EDGE OF ROOT BALL ## MINIMUM 6' DIAMETER, ## 3" DEPTH MULCH RING ## SET ROOT COLLAR AND ROOT FLARE 2" ABOVE ## FINISH GRADE. DO NOT PLACE MULCH WITHIN ## 2" OF TRUNK. ROOT COLLAR IS NOT ALWAYS ## LOCATED AT TOP OF ROOT BALL NOTE: QUANTITIES SHOWN ARE APPROXIMATE TO THE OVERALL SITE. CONTRACTOR TO VERIFY PLANT MATERIAL PRIOR TO BIDDING. ## IN THE CASE OF A DISCREPANCY, THE PLAN QUANTITY SHALL GOVERN. ## PLANTING PLAN CONSTRUCTION NOTES ## 1.PROVIDE 3" DEPTH SHREDDED HARDWOOD MULCH AROUND ## ALL TREES NOT CONTAINED IN PLANT BEDS, TO A MIN. 3-FOOT ## PERIMETER. ## 2.CONTRACTOR TO PROVIDE 3" DEPTH SHREDDED HARDWOOD ## MULCH, INCLUDING COMMERCIAL GRADE LANDSCAPE FABRIC, ## IN PLANT BED AREAS AS NOTED ON PLANS, AS PER OWNER'S ## RECOMMENDATION. ## 3.SEED ALL AREAS DISTURBED BY CONSTRUCTION, UNLESS ## OTHERWISE NOTED ON PLANS. ## 4.CONTRACTOR TO INSTALL A VERTICAL CUT NATURAL EDGE TO ## A DEPTH OF 4-INCHES ON ALL PLANTING BEDS UNLESS ## OTHERWISE DIRECTED BY OWNER. ## 5.2' WIDE MAINTENANCE STRIP WITH 2" WASHED RIVER ROCK AT ## 3" DEPTH ON TOP OF 5 OZ COMMERCIAL GRADE WEED ## BARRIER. 6. 3 16 ## " COMMERCIAL GRADE BLACK STEEL EDGING. CONTRACTOR ## TO USE 90 DEGREE ANGLE PIECE ON ALL BENDS. ## 7.PROVIDE DETENTION BASIN SEED MIX AS PROVIDED BY ## PRAIRIE MOON NURSERY. WWW.PRAIRIEMOON.COM, 32115 ## PRAIRIE LANE, WINONA, MN 55987, OR APPROVED EQUAL. ## SEEDING RATE: 11.48 LBS/ACRE. INSTALL AS PER SUDAS ## SPECIFICATIONS 9010 SEEDING. ## PLANTING PLAN GENERAL NOTES ## A.UTILITY WARNING: ## THE UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD ## SURVEY INFORMATION AND/OR RECORDS OBTAINED. THE ## SURVEYOR MAKES NO GUARANTEE THAT THE UTILITIES ## SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER ## IN SERVICE OR ABANDONED. THE SURVEY FURTHER DOES ## NOT WARRANT THAT THE UTILITIES SHOWN ARE IN THE ## EXACT LOCATION INDICATED. ## B.NOTIFY UTILITY OWNERS PRIOR TO BEGINNING ANY ## CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ## DETERMINING EXISTENCE, EXACT LOCATION AND DEPTH OF ## ALL UTILITIES. AVOID DAMAGE TO UTILITIES AND SERVICES ## DURING CONSTRUCTION. ANY DAMAGE DUE TO THE ## CONTRACTOR'S CARELESSNESS SHALL BE CORRECTED AT ## THE CONTRACTOR'S EXPENSE. COORDINATE AND ## COOPERATE WITH UTILITY COMPANIES DURING ## CONSTRUCTION. ## C.ALL PLANT MATERIAL SHALL AT LEAST MEET MINIMUM ## REQUIREMENTS SHOWN IN THE "AMERICAN STANDARDS ## FOR NURSERY STOCK" (ANSI Z60.1-LATEST EDITION). ## D.CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL FOR ## A PERIOD OF ONE YEAR FROM DATE OF INSTALLATION. ## PLANTING PLAN REQUIREMENTS ## (PLANTING REQUIREMENTS BASED ON BELLE PLAINE CITY ## CODE CHAPTER 11, SCREENING AND LANDSCAPING) ## LANDSCAPE PLAN SHOULD BE DEVELOPED WITH AN EMPHASIS ## ON THE FOLLOWING: ## -THE BOUNDARY OR PERIMETER OF THE PROPOSED SITE ## AT POINTS ADJOINING OTHER PROPERTIES AND THE ## IMMEDIATE PERIMETER OF THE STRUCTURE. 1 ## C500 ## DECIDUOUS TREE STAKING DETAIL ## NO SCALE ## CODE ## QTY ## BOTANICAL NAMECOMMON NAMESIZE ## TYPE ## TREES JS15Juniperus scopulorum 'Skyrocket'Skyrocket Juniper 4` Ht. ## B&B JW4Juniperus scopulorum 'Wichita Blue'Wichita Blue Juniper4` Ht. ## B&B ## MB 13 Malus x 'Red Barron' ## Red Barron Crabapple1.5" Cal.CONTAINER ## CODE ## QTY ## BOTANICAL NAMECOMMON NAMESIZECONTAINER ## SHRUBS ## CK 26 ## Calamagrostis x acutiflora 'Karl Foerster'Karl Foerster Feather Reed Grass1 GAL ## Pot HP18Heuchera x 'Plum Pudding' ## Plum Pudding Coral Bells1 GAL ## Pot ## HG 2 ## Hydrangea paniculata 'Grandiflora'PeeGee Panicle Hydrangea 24-IN. HT.Pot ## PLANT SCHEDULE Page 85 of 206 ## V:\Projects\2026\126.0352.010\CADD\SP_1260352_TSH.dwg ## LOGAN MYERS , ## TITLE SHEET , 2026/06/02 , ## 3:14 PM , ## ANSI FULL BLEED D (34.00 X 22.00 INCHES) ## BY ## DATE ## REVISION ## MARK ## Scale: ## Technician: ## T-R-S: ## SNYDER & ASSOCIATES, INC. | ## Checked By: ## Engineer: ## Date: 1" = ## Project No: ## Sheet ## Project No: ## Sheet ## 2727 S.W. SNYDER BLVD ## ANKENY, IOWA 50023 515-964-2020 | www.snyder-associates.com ## KMM ## LJM ## KS 06-02-26 200 ' 126.0352.01 ## C100 126.0352.01 ## C100 ## LEGACY CROSSING GARAGESTITLE SHEET ## BELLE PLAINE, MINNESOTA ## TTN-RRW-SS ## SITE PLAN ## FOR ## LEGACY CROSSING GARAGES ## 801 DIVERSIFIED DRIVE ## CITY OF BELLE PLAINE, SCOTT COUNTY, MINNESOTA ## VICINITY MAP ## PROJECT LOCATION ## SCALE: 1" = 200' ## DIVERSIFIED DR ## LAREDO ST S ## OWNER ## LEGACY CROSSING, LLC ## PO BOX 222 ## HASTINGS, MN 55033 ## CONTACT: JOE HASELAND ## DEVELOPER ## PELLA BUILDING SYSTEMS ## 906 W 9TH STREET ## PELLA, IOWA 50219 ## CONTACT: WIEBE GOODYK ## ENGINEER ## SNYDER & ASSOCIATES, INC. ## 2727 SW SNYDER BOULEVARD ## ANKENY, IOWA 50023 ## CONTACT: DARRIN JACOBS, PE ## MAPLE ST ## E SOUTH ST ## HIGHWAY 169 ## Index of Sheets ## Sheet NumberSheet Title ## C100TITLE SHEET ## C200PROJECT INFORMATION ## C300DIMENSION & UTILITY PLAN ## C400GRADING & EROSION CONTROL PLAN ## C500PLANTING PLAN ## D ## A ## R ## I ## N ## J . ## J ## A ## C ## O ## B ## S ## S ## T ## A ## T ## E ## O ## F ## M ## I ## N ## N ## E ## S ## O ## T ## A ## LICENSED ## PROFESSIONAL ## ENGINEER 48993 I hereby certify that this engineering document was prepared by me or under my direct personal supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. Darin J. Jacobs, P.E. ## Date ## License Number48993 ## My License Renewal Date is December 31, 2026 Pages or sheets covered by this seal: Page 86 of 206 ## V:\Projects\2026\126.0352.010\CADD\SP_1260352_TSH.dwg ## LOGAN MYERS , ## PROJECT INFORMATION , 2026/06/02 , ## 3:14 PM , ## ANSI FULL BLEED D (34.00 X 22.00 INCHES) ## BY ## DATE ## REVISION ## MARK ## Scale: ## Technician: ## T-R-S: ## SNYDER & ASSOCIATES, INC. | ## Checked By: ## Engineer: ## Date: 1" = ## Project No: ## Sheet ## Project No: ## Sheet ## 2727 S.W. SNYDER BLVD ## ANKENY, IOWA 50023 515-964-2020 | www.snyder-associates.com ## KMM ## LJM ## KS 06-02-26 ## NONE 126.0352.01 ## C200 126.0352.01 ## C200 ## LEGACY CROSSING GARAGESPROJECT INFORMATION ## BELLE PLAINE, MINNESOTA ## TTN-RRW-SS ## UTILITY QUALITY SERVICE LEVELS ## QUALITY LEVELS OF UTILITIES ARE SHOWN IN THE PARENTHESES WITH THE ## UTILITY TYPE AND WHEN APPLICABLE, SIZE. THE QUALITY LEVELS ARE ## BASED ON THE CI / ASCE 38-02 STANDARD. ## QUALITY LEVEL (D) INFORMATION IS DERIVED FROM EXISTING UTILITY ## RECORDS OR ORAL RECOLLECTIONS. ## QUALITY LEVEL (C) INFORMATION IS OBTAINED BY SURVEYING AND ## PLOTTING VISIBLE ABOVE-GROUND UTILITY FEATURES AND USING ## PROFESSIONAL JUDGMENT IN CORRELATING THIS INFORMATION WITH ## QUALITY D INFORMATION. ## QUALITY LEVEL (B) INFORMATION IS OBTAINED THROUGH THE APPLICATION ## OF APPROPRIATE SURFACE GEOPHYSICAL METHODS TO DETERMINE THE ## EXISTENCE AND APPROXIMATE HORIZONTAL POSITION OF SUBSURFACE ## UTILITIES. ## QUALITY LEVEL (A) IS HORIZONTAL AND VERTICAL POSITION OF ## UNDERGROUND UTILITIES OBTAINED BY ACTUAL EXPOSURE OR ## VERIFICATION OF PREVIOUSLY EXPOSED SUBSURFACE UTILITIES, AS WELL ## AS THE TYPE, SIZE, CONDITION, MATERIAL, AND OTHER CHARACTERISTICS. ## UTILITY WARNING ## THE UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY ## INFORMATION AND/OR RECORDS OBTAINED. THE SURVEYOR MAKES ## NO GUARANTEE THAT THE UTILITIES OR SUBSURFACE FEATURES ## SHOWN COMPRISE ALL SUCH ITEMS IN THE AREA, EITHER IN SERVICE ## OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT ## THE UTILITIES OR SUBSURFACE FEATURES SHOWN ARE IN THE EXACT ## LOCATION INDICATED EXCEPT WHERE NOTED AS QUALITY LEVEL A. ## LEGEND ## FEATURESFOUND ## SET ## Section Corner 1/2" Rebar, Cap # 11579 ## (Unless Otherwise Noted) ## ROW Marker ## ROW Rail ## Control Point ## Bench Mark ## Platted DistanceP ## Measured Bearing & DistanceM ## Recorded AsR ## Deed DistanceD ## Calculated DistanceC ## Minimum Protection ElevationMPE ## Centerline ## Section Line ## 1/4 Section Line 1/4 1/4 Section Line ## Easement Line ## FEATURESEXISTING PROPOSED ## Spot Elevation ## Contour Elevation ## Fence (Barbed, Field, Hog) ## Fence (Chain Link) Fence (Wood) Fence (Silt) ## Tree Line ## Tree Removal Limits ## Tree Stump ## Deciduous Tree \\ Shrub ## Coniferous Tree \\ Shrub ## Communication ## Overhead Communication ## Fiber Optic ## Underground Electric ## Overhead Electric ## Duct Bank ## Gas Main with Size ## High Pressure Gas Main with Size ## Water Main with Size ## Sanitary Sewer with Size ## Sanitary Manhole ## Storm Sewer with Size ## Storm Manhole ## Single Storm Sewer Intake ## Double Storm Sewer Intake (*) Denotes the survey quality service level for utilities ## Fire Hydrant ## Fire Hydrant on Building ## Water Main Valve ## Water Service Valve ## Well ## Utility Pole ## Guy Anchor ## Utility Pole with Light ## Utility Pole with Transformer ## Street Light ## Yard Light ## Electric Box ## Electric Transformer ## Traffic Sign ## Communication Pedestal ## Communication Manhole ## Communication Handhole ## Fiber Optic Manhole ## Fiber Optic Handhole ## Gas Valve ## Gas Manhole ## Gas Apparatus ## Fence Post or Guard Post ## Underground Storage Tank ## Above Ground Storage Tank ## Sign ## Satellite Dish ## Mailbox ## Sprinkler Head ## Irrigation Control Valve ## Soil Boring ## Test Hole Location for SUE w/ID ○ 1225 ## X (1225.25) ● ## X 1225 1225.25 ## PROPERTY DESCRIPTION ## LOTS 1-4 OF VALLEY BUSINESS PARK THIRD BLOCK 1. ## PROPERTY ADDRESS ## 801 DIVERSIFIED DRIVE ## BELLE PLAINE, MINNESOTA 56011 ## GENERAL USE ## SELF-STORAGE ## GENERAL NOTES 1.NOTIFY UTILITY PROVIDERS PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES AND COORDINATE WITH UTILITY PROVIDERS AS NECESSARY DURING CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR DETERMINING EXISTENCE, EXACT LOCATION, AND DEPTH OF ALL UTILITIES. PROTECT ALL UTILITY LINES AND STRUCTURES NOT SHOWN FOR REMOVAL OR MODIFICATION. ANY DAMAGES TO UTILITY ITEMS NOT SHOWN FOR REMOVAL OR ## MODIFICATION SHALL BE REPAIRED TO THE UTILITY OWNER'S SPECIFICATIONS AT THE CONTRACTOR'S EXPENSE. 2.CONSTRUCTION OF ALL STREET AND UTILITY IMPROVEMENTS SHALL CONFORM TO THE 2026 MNDOT SPECIFICATIONS, CEAM SPECIFICATIONS AND THE CITY OF BELLE PLAINE GENERAL SUPPLEMENTAL SPECIFICATIONS TO SUDAS, AT THE TIME EFFECTIV OF THE PLAN APPROVAL. 3.ALL TRAFFIC CONTROL SHALL BE PROVIDED IN ACCORDANCE WITH REQUIREMENTS SET FORTH IN THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MN). WHEN CONSTRUCTION ACTIVITIES OBSTRUCT PORTIONS OF THE ROADWAY, FLAGGERS SHALL BE PROVIDED. FLAGGERS ## SHALL CONFORM TO THE MUTCD IN APPEARANCE, EQUIPMENT AND ACTIONS. ## 4.NOTIFY OWNER, ENGINEER, AND CITY OF BELLE PLAINE AT LEAST 48 HOURS PRIOR TO BEGINNING WORK. 5.IN THE EVENT OF A DISCREPANCY BETWEEN THE QUANTITY ESTIMATES AND THE DETAILED PLANS, THE DETAILED PLANS SHALL GOVERN. 6.DIMENSIONS, BUILDING LOCATION, UTILITIES AND GRADING OF THIS SITE ARE BASED ON AVAILABLE INFORMATION AT THE TIME OF DESIGN. DEVIATIONS MAY BE NECESSARY IN THE FIELD. ANY SUCH CHANGES OR CONFLICTS BETWEEN THIS PLAN AND FIELD CONDITIONS ARE TO BE REPORTED TO THE ARCHITECT/ENGINEER PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LAYOUT ## VERIFICATION OF ALL SITE IMPROVEMENTS PRIOR TO CONSTRUCTION. 7.CONTRACTOR TO LOAD AND TRANSPORT ALL MATERIALS CONSIDERED TO BE UNDESIRABLE TO BE INCORPORATED INTO THE PROJECT TO AN ## APPROVED OFF-SITE WASTE SITE. 8.CONTRACTOR TO STRIP AND STOCKPILE TOPSOIL FROM ALL AREAS TO BE CUT OR FILLED. RESPREAD TO MINIMUM 8" DEPTH TO FINISH GRADES. 9.ALL PROPOSED CONTOURS AND SPOT ELEVATIONS SHOWN ARE FINISHED GRADES AND/OR TOP OF PAVING SLAB (GUTTER), UNLESS OTHERWISE ## NOTED. 10.THE CONTRACTOR IS RESPONSIBLE FOR CLEANING DIRT AND DEBRIS FROM NEIGHBORING STREETS, DRIVEWAYS, AND SIDEWALKS CAUSED BY ## CONSTRUCTION ACTIVITIES IN A TIMELY MANNER. 11.THE ADJUSTMENT OF ANY EXISTING UTILITY APPURTENANCES TO FINAL GRADE IS CONSIDERED INCIDENTAL TO THE SITE WORK. 12.THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING EROSION CONTROL MEASURES AS NECESSARY. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR MAINTAINING ANY EXISTING EROSION CONTROL MEASURES ON SITE AT THE TIME OF CONSTRUCTION. GRADING AND SOIL EROSION CONTROL CODE REQUIREMENTS SHALL BE MET BY CONTRACTOR. A GRADING PERMIT IS REQUIRED FOR THIS PROJECT. 13.THIS SITE SHALL BE MAINTAINED IN COMPLIANCE WITH ALL CITY CODE APPLICABLE ON THE DATE OF SITE PLAN APPROVAL. 14.ANY AMENDMENTS OR CHANGES TO THE PROJECT SITE THAT DOES NOT MEET WHAT IS SHOWN ON THE SITE PLAN NEED TO BE APPROVED WITH THE ## PERMIT AND DEVELOPMENT CENTER PRIOR TO INSTALLATION/CONSTRUCTION. 15.NO LIGHTING IS PROPOSED WITH THIS SITE PLAN. ANY PROPOSED LIGHTING SHALL BE COORDINATED WITH THE CITY OF BELLE PLAINE PRIOR TO CONSTRUCTION. LIGHTING MUST BE LOW GLARE CUT OFF TYPE FIXTURES TO REDUCE THE GLARE OF LIGHT POLLUTION ON SURROUNDING ## PROPERTIES. 16.THE REQUIRED LANDSCAPING, BOTH EXISTING AND PROPOSED, SHALL BE MAINTAINED FOR THE LIFE OF THE CERTIFICATE OF OCCUPANCY ## 17.ALL DISTURBED AREAS SHALL BE RESTORED BY SEEDING OR SODDING ## 18.ALL WORK IN THE CITY RIGHT OF WAY REQUIRES A RIGHT OF WAY PERMIT. ## 19.NO EXTERIOR DUMPSTER WILL BE PROVIDED ON SITE. 20.PRIVATE WATER AND SEWER SERVICES MUST MEET UNIFORM PLUMBING CODE (UPC) AND ALL CITY OF BELLE PLAINE AMENDMENTS TO UPC. ## DEVELOPER/CONTRACTOR IS RESPONSIBLE FOR VERIFYING PIPE MATERIAL REQUIREMENTS PRIOR TO CONSTRUCTION. ## 21.ANY NEW CABLE, TRANSMISSION, OR OTHER UTILITY SYSTEMS WILL BE INSTALLED UNDERGROUND. 22.ALL ROOFTOP MECHANICAL EQUIPMENT MUST BE SCREENED ON ALL SIDES WITH ARCHITECTURAL SCREENING EQUAL TO THE HEIGHT OF THE EQUIPMENT. MECHANICAL EQUIPMENT SHALL NOT BE LOCATED IN THE FRONT YARD OR STREET SIDE YARD AND SHALL BE SCREENED FROM VIEW FROM ANY PUBLIC WAY WITH LANDSCAPING, FENCING, OR WALLS CONSISTENT WITH THE BUILDING DESIGN, COLORS, AND MATERIALS. ## 23.ANY EXISTING WATER SERVICES/STUBS WILL NEED TO BE REMOVED UP TO THE MAIN. ## BULK REGULATIONS ## MINIMUM LOT WIDTH= 100 FEET ## FRONT YARD SETBACK= 35 FEET ## SIDE YARD SETBACK= 20 FEET ## REAR YARD SETBACK= 25 FEET ## MAXIMUM IMPERVIOUS AREA= 85% ## MAX BUILDING HEIGHT= 35 FEET ## BASE SITE CALCULATIONS ## TOTAL LOT AREA= 215,077 SF (4.94AC) ## MAX IMPERVIOUS PER CODE = 85% ## PROPOSED PAVEMENTS = 92,069 SF ## PROPOSED BUILDINGS= 86,128 SF ## PROPOSED IMPERVIOUS = 178,197 SF (82.9%) ## ZONING ## I-C - INDUSTRIAL/COMMERCIAL DISTRICT ## BUILDING TYPE: STORAGE UNITS ## UTILITY CONTACT INFORMATION ## UTILITY CONTACT FOR MAPPING INFORMATION SHOWN AS RECEIVED FROM THE ## MINNESOTA ONE CALL DESIGN REQUEST SYSTEM, TICKET NUMBER 261170561. ## G-GAS MAINCENTER POINT ENERGY 608-223-2014 ## C-COMMUNICATIONFRONTIER COMMUNICATIONS ## FO-FIBER OPTIC800-778-9140 ## OE1-OVERHEAD ELECTRICXCEL ENERGY ## E-UNDERGROUND ELECTRIC800-848-7558 ## W-WATER MAINCITY OF BELLE PLAINE ## S-SANITARY SEWER952-873-6742 ## CLEARZAYO BANDWIDTH 800-961-6500 ## CLEARMETRO FIBERNET, LLC 507-219-8081 ## CLEARJAGUAR COMMUNICATIONS 507-219-8081 ## FO2-FIBER OPTICMEDIACOM 800-778-9140 ## CONTROL POINTS ## MINNESOTA DOT: SCOTT COUNTY COORDINATE SYSTEM ## NAD83(2011)(EPOCH 2010.00) - US SURVEY FEET ## CP100N=153012.67 E=386246.32 Z=857.09 ## FOUND 3/4" PIPE WITH RED PLASTIC CAP #26748, WEST SIDE OF ## MAPLE STREET S, +/-SOUTH OF DIVERSIFIED DRIVE. (AS SHOWN ## ON SURVEY) ## CP101N=152669.16 E=386247.88 Z=856.57 ## SET CUT "X" IN NORTHWEST QUADRANT OF E SOUTH STREET ## AND MAPLE STREET S AT INTAKE. (AS SHOWN ON SURVEY) ## CP102N=152705.95 E=385729.83 Z=857.96 ## SET CUT "X" ON EAST BACK OF CURB IN NORTHEAST QUADRANT ## OF E SOUTH STREET AND LAREDO STREET S, WEST OF POWER ## POLE. (AS SHOWN ON SURVEY) ## CP103N=153174.23 E=385731.13 Z=858.43 ## SET CUT "X" IN SOUTHEAST QUADRANT OF LAREDO AVENUE ## AND DIVERSIFIED DRIVE AT +/-1/2 RADIUS BACK OF CURB. (AS ## SHOWN ON SURVEY) ## CP104N=153153.59 E=386259.50 Z=856.26 ## SET CUT "X" +/-1/2 RADIUS ON BACK OF CURB IN SOUTHWEST ## QUADRANT OF DIVERSIFIED DRIVE AND MAPLE STREET S. (AS ## SHOWN ON SURVEY) ## BENCHMARKS ## NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88 - GEOID18) ## US SURVEY FEET ## BM500ELEV=859.01 ## BURY BOLT ON HYDRANT, EAST SIDE OF SITE, WEST SIDE OF ## MAPLE STREET S. ## DATE OF SURVEY ## APRIL 30, 2026 ## POLLUTION PREVENTION NOTES ## A.POLLUTION PREVENTION AND EROSION PROTECTION ## 1. CODE COMPLIANCE: THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL ## POTENTIAL POLLUTION AND SOIL EROSION CONTROL REQUIREMENTS OF THE ## MINNESOTA CODE, THE MINNESOTA DEPARTMENT OF NATURAL RESOURCES (MDNR) ## NPDES PERMIT, THE U.S. CLEAN WATER ACT AND ANY LOCAL ORDINANCES. THE ## CONTRACTOR SHALL TAKE ALL NECESSARY STEPS TO PROTECT AGAINST EROSION ## AND POLLUTION FROM THIS PROJECT SITE AND ALL OFF-SITE BORROW OR DEPOSIT ## AREAS DURING PERFORMANCE OR AS A RESULT OF PERFORMANCE. ## 2.DAMAGE CLAIMS: THE CONTRACTOR WILL HOLD THE OWNER AND ARCHITECT / ## ENGINEER HARMLESS FROM ANY AND ALL CLAIMS OF ANY TYPE WHATSOEVER ## RESULTING FROM DAMAGES TO ADJOINING PUBLIC OR PRIVATE PROPERTY, INCLUDING ## REASONABLE ATTORNEY FEES INCURRED TO OWNER. FURTHER, IF THE CONTRACTOR ## FAILS TO TAKE NECESSARY STEPS TO PROMPTLY REMOVE EARTH SEDIMENTATION OR ## DEBRIS WHICH COMES ONTO ADJOINING PUBLIC OR PRIVATE PROPERTY, THE OWNER ## MAY, BUT NEED NOT, REMOVE SUCH ITEMS AND DEDUCT THE COST THEREOF FROM ## AMOUNTS DUE TO THE CONTRACTOR. ## B.STORM WATER DISCHARGE PERMIT ## 1. THIS PROJECT REQUIRES COVERAGE UNDER THE NPDES GENERAL PERMIT NO. 2 FOR ## STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITIES FROM THE ## MDNR, AS REQUIRED BY THE ENVIRONMENTAL PROTECTION AGENCY (EPA). THE ## GENERAL CONTRACTOR AND ALL SUBCONTRACTORS ARE RESPONSIBLE FOR ## COMPLIANCE WITH AND FULFILLMENT OF ALL REQUIREMENTS OF THE NPDES GENERAL ## PERMIT NO. 2 AS SPECIFIED IN THE CONTRACT DOCUMENTS. ## 2.ALL DOCUMENTS RELATED TO THE STORM WATER DISCHARGE PERMIT, INCLUDING, BUT ## NOT LIMITED TO, THE NOTICE OF INTENT, PROOF OF PUBLICATIONS, DISCHARGE ## AUTHORIZATION LETTER, CURRENT SWPPP, SITE INSPECTION LOG, AND OTHER ITEMS, ## SHALL BE KEPT ON SITE AT ALL TIMES AND MUST BE PRESENTED TO ANY ## JURISDICTIONAL AGENCIES UPON REQUEST. FAILURE TO COMPLY WITH THE NPDES ## PERMIT REQUIREMENTS IS A VIOLATION OF THE CLEAN WATER ACT AND THE CODE OF ## MINNESOTA. ## 3.A "NOTICE OF DISCONTINUATION" MUST BE FILED WITH THE MDNR UPON FINAL ## STABILIZATION OF THE DISTURBED SITE AND REMOVAL OF ALL TEMPORARY EROSION ## CONTROL MEASURES. ALL PLANS, INSPECTION REPORTS, AND OTHER DOCUMENTS ## MUST BE RETAINED FOR A PERIOD OF THREE YEARS AFTER PROJECT COMPLETION. ## THE CONTRACTOR SHALL RETAIN A RECORD COPY AND PROVIDE THE ORIGINAL ## DOCUMENTS TO THE OWNER UPON PROJECT ACCEPTANCE AND/OR SUBMITTAL OF THE ## NOTICE OF DISCONTINUATION. ## C.POLLUTION PREVENTION PLAN ## 1. THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) IS A SEPARATE ## DOCUMENT IN ADDITION TO THESE PLAN DRAWINGS. THE CONTRACTOR SHOULD ## REFER TO THE SWPPP FOR ADDITIONAL REQUIREMENTS AND MODIFICATIONS TO THE ## POLLUTION PREVENTION PLAN MADE DURING CONSTRUCTION. ## 2.THE SWPPP ILLUSTRATES GENERAL MEASURES AND BEST MANAGEMENT PRACTICES ## (BMP) FOR COMPLIANCE WITH THE PROJECT'S NPDES PERMIT COVERAGE. ALL BMP'S ## AND EROSION CONTROL MEASURES REQUIRED AS A RESULT OF CONSTRUCTION ## ACTIVITIES ARE THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY, NOTE AND ## IMPLEMENT. ADDITIONAL BMP'S FROM THOSE SHOWN ON THE PLAN MAY BE REQUIRED. ## 3.THE SWPPP AND SITE MAP SHOULD BE EXPEDITIOUSLY REVISED TO REFLECT ## CONSTRUCTION PROGRESS AND CHANGES AT THE PROJECT SITE. ## 4.THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL REQUIREMENTS OF ## THE GENERAL PERMIT AND SWPPP, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING ## BMP'S UNLESS INFEASIBLE OR NOT APPLICABLE: ## a.UTILIZE OUTLET STRUCTURES THAT WITHDRAW WATER FROM THE SURFACE WHEN ## DISCHARGING FROM BASINS, PROVIDE AND MAINTAIN NATURAL BUFFERS AROUND ## SURFACE WATERS, DIRECT STORM WATER TO VEGETATED AREAS TO INCREASE ## SEDIMENT REMOVAL AND MAXIMIZE STORM WATER INFILTRATION, AND MINIMIZE ## SOIL COMPACTION. ## b.INSTALL PERIMETER AND FINAL SEDIMENT CONTROL MEASURES SUCH AS SILT ## BARRIERS, DITCH CHECKS, DIVERSION BERMS, OR SEDIMENTATION BASINS ## DOWNSTREAM OF SOIL DISTURBING ACTIVITIES PRIOR TO SITE CLEARING AND ## GRADING OPERATIONS. ## c.PRESERVE EXISTING VEGETATION IN AREAS NOT NEEDED FOR CONSTRUCTION AND ## LIMIT TO A MINIMUM THE TOTAL AREA DISTURBED BY CONSTRUCTION OPERATIONS ## AT ANY TIME. ## d.MAINTAIN ALL TEMPORARY AND PERMANENT EROSION CONTROL MEASURES IN ## WORKING ORDER, INCLUDING CLEANING, REPAIRING, REPLACEMENT, AND ## SEDIMENT REMOVAL THROUGHOUT THE PERMIT PERIOD. CLEAN OR REPLACE SILT ## CONTROL DEVICES WHEN THE MEASURES HAVE LOST 50% OF THEIR ORIGINAL ## CAPACITY. ## e.INSPECT THE PROJECT AREA AND CONTROL DEVICES (BY QUALIFIED PERSONNEL ## ASSIGNED BY THE CONTRACTOR) EVERY SEVEN CALENDAR DAYS. RECORD THE ## FINDINGS OF THESE INSPECTIONS AND ANY RESULTING ACTIONS IN THE SWPPP ## WITH A COPY SUBMITTED WEEKLY TO THE OWNER OR ENGINEER DURING ## CONSTRUCTION. REVISE THE SWPPP AND IMPLEMENT ANY RECOMMENDED ## MEASURES WITHIN 7 DAYS. ## f.PREVENT ACCUMULATION OF EARTH AND DEBRIS FROM CONSTRUCTION ACTIVITIES ## ON ADJOINING PUBLIC OR PRIVATE PROPERTIES, INCLUDING STREETS, DRIVEWAYS, ## SIDEWALKS, DRAINAGEWAYS, OR UNDERGROUND SEWERS. REMOVE ANY ## ACCUMULATION OF EARTH OR DEBRIS IMMEDIATELY AND TAKE REMEDIAL ACTIONS ## FOR FUTURE PREVENTION. ## g.INSTALL NECESSARY CONTROL MEASURES SUCH AS SILT BARRIERS, EROSION ## CONTROL MATS, MULCH, DITCH CHECKS OR RIPRAP AS SOON AS AREAS REACH ## THEIR FINAL GRADES AND AS CONSTRUCTION OPERATIONS PROGRESS TO ENSURE ## CONTINUOUS RUNOFF CONTROL. PROVIDE INLET AND OUTLET CONTROL MEASURES ## AS SOON AS STORM SEWERS ARE INSTALLED. h.RESPREAD A MINIMUM OF 8 INCHES OF TOPSOIL (INCLUDING TOPSOIL FOUND IN ## SOD) ON ALL DISTURBED AREAS, EXCEPT WHERE PAVEMENT, BUILDINGS OR OTHER ## IMPROVEMENTS ARE LOCATED. ## i.STABILIZE UNDEVELOPED, DISTURBED AREAS WITH MULCH, TEMPORARY SEED MIX, ## PERMANENT SEED MIX, SOD, OR PAVEMENT IMMEDIATELY AS SOON AS POSSIBLE ## UPON COMPLETION OR DELAY OF GRADING OPERATIONS. INITIATE STABILIZATION ## MEASURES IMMEDIATELY AFTER CONSTRUCTION ACTIVITY IS FINALLY COMPLETED ## OR TEMPORARILY CEASED ON ANY PORTION OF THE SITE AND WHICH WILL NOT ## RESUME FOR A PERIOD EXCEEDING 14 CALENDAR DAYS. j.COORDINATE LOCATIONS OF STAGING AREAS WITH THE OWNER AND RECORD IN ## THE SWPPP. UNLESS NOTED OTHERWISE, STAGING AREAS SHOULD CONTAIN THE ## FOLLOWING: JOB TRAILERS, FUELING / VEHICLE MAINTENANCE AREA, TEMPORARY ## SANITARY FACILITIES, MATERIALS STORAGE, AND CONCRETE WASHOUT FACILITY. ## CONTROL RUNOFF FROM STAGING AREAS WITH DIVERSION BERMS AND/OR SILT ## BARRIERS AND DIRECT TO A SEDIMENT BASIN OR OTHER CONTROL DEVICE WHERE ## POSSIBLE. CONCRETE WASHOUT MUST BE CONTAINED ONSITE. ## k.REMOVE ALL TEMPORARY EROSION CONTROL MEASURES AND SITE WASTE PRIOR ## TO FILING OF THE "NOTICE OF DISCONTINUATION". Page 87 of 206 ## PROPOSED ## BUILDING ## 9,818 SF ## PROPOSED ## BUILDING ## 11,994 SF ## PROPOSED ## BUILDING ## 11,994 SF ## PROPOSED ## BUILDING ## 7,675 SF ## PROPOSED ## BUILDING ## 8,600 SF ## PROPOSED ## BUILDING ## 13,760 SF ## PROPOSED ## BUILDING ## 15,480 SF ## PROPOSED ## BUILDING ## 6,812 SF ## DETENTION ## 60' Drainage & Utility Easement ## Per Valley Business Park 25' Drainage & Utility ## Easement Dedicated ## Per Valley Business ## Park Third ## 15' Utility Easement Per ## Excelsior-Henderson ## Industrial Park Subdivision 10' Drainage & Utility ## Easement Dedicated ## Per Valley Business ## Park Third 10' Drainage & Utility ## Easement Dedicated ## Per Valley Business ## Park Third ## 35' BSL ## 25' BSL ## 25' BSL ## 20' BSL ## 20' BSL ## Outlot A 100 101 102 103 104 ## BM500 ## Water Main ## Single Pin Flag (Locator indicated water line is stubbed but location is unknown) ## 2 Post Wood Sign ## BP Commons ## Saxe Chevy ## Cambria ## Diversified Drive ## Laredo Street S ## E South Street ## Maple Street S ## Mediacom Sign ## 40 MPH Sign ## Frontier Communication Pedestal ## Fiber Sign ## Highway 5 Sign ## Right Turn Lane Sign ## Center Point Gas Sign ## Stop Sign ## Center Point ## Energy Sign ## Parking Sign ## No Parking Sign ## Diversified/Maple Street Sign ## Rim=858.00 ## Inv.=839.60 10" PVC E ## Inv.=839.55 12" TRUSS N ## Inv.=839.55 12" TRUSS S ## Rim=859.00 ## Inv.=840.15 12" TRUSS SE ## Inv.=839.50 12" TRUSS N ## Inv.=839.50 12" TRUSS W ## Rim=858.75 ## Inv.=840.75 12" TRUSS S ## Inv.=840.75 12" TRUSS NW ## Rim=858.12 ## Inv.=841.12 10" PVC E ## Inv.=841.12 10" PVC W ## Rim=856.14 ## Inv.=841.79 8" PVC S ## Inv.=841.69 10" PVC E ## Inv.=841.69 10" PVC W ## Rim=857.12 ## Inv.=845.02 8" PVC N ## Intake=857.85 ## Inv.=855.00 12" RCP NE ## Inv.=854.90 24" CPP NW ## Inv.=854.90 24" CPP SW ## SW Outlet Location Unknown ## Intake=856.99 ## Inv.=855.19 12" RCP N ## Inv.=855.19 12" RCP SW ## Intake=856.97 ## Inv.=855.22 12" RCP S ## Intake=857.60 ## Inv.=854.90 18" CPP N ## Inv.=854.70 24" RCP SE ## SE Pipe Switches to CPP ## Intake=857.00 ## Inv.=852.65 12" CPP N ## Inv.=852.60 15" RCP W ## Inv.=852.02 15" RCP E ## Inv.=851.82 24" RCP N ## Inv.=851.82 24" RCP S ## Intake=856.65 ## Inv.=853.58 12" CPP NW ## Intake=854.14 ## Inv.=849.34 15" RCP S ## Intake=856.37 ## Inv.=849.37 15" RCP N ## Inv.=849.17 18" RCP E ## Inv.=849.17 18" RCP S ## Rim=856.59 ## Inv.=850.74 12" RCP NE ## Inv.=849.23 18" CPP W ## Inv.=849.23 18" CPP E ## Intake=856.04 ## Inv.=851.79 12" RCP E ## Inv.=851.54 12" RCP SW ## Rim=855.83 ## Inv.=852.03 12" RCP W ## Asphalt ## Asphalt ## Asphalt ## Asphalt ## 2' Concrete Curb and Gutter ## 2' Concrete Curb and Gutter ## 2' Concrete Curb and Gutter ## Rim=857.820 ## Inv.=841.62 12" TRUSS S ## Inv.=841.62 12" TRUSS N 50' 55' 80' 55' 80' 50' 70' 30' 60' 50' 55' 80' 55' 90' 60' 50' 26' 149.9' 30' 172' 23.5' 6 6 6 6 66 6 6 ## 3A ## 3A ## 3A ## 3A ## 3A ## 3A ## 3A ## 3A ## 3A ## 2B ## 2A ## 2A ## 3C ## 3C ## 3D ## 3D ## 3D ## 3D ## 3D ## 3D ## 5B ## 5A ## 5A ## 5D ## 5C ## 5C ## 5C ## 1A ## 1A ## 4A ## 4A ## 4A ## 4A ## 4A ## 3B ## 3B ## 3B ## 3B ## 3F ## 3F ## 3F ## 3E ## 1A ## 1A ## 1A ## 1A ## 1A ## 1A ## 1A ## 1A ## 4B ## 4C ## 4C ## 4C ## 4C 153.5' ## 7A ## ADJUSTED RIM: 859.41 ## 6" W ## 6" W ## V:\Projects\2026\126.0352.010\CADD\SP_1260352_DIM.dwg ## LMYERS , ## DIMENSION & UTILITY PLAN , 2026/06/02 , ## 3:14 PM , ## ANSI FULL BLEED D (34.00 X 22.00 INCHES) ## FEET 0 30 ## BY ## DATE ## REVISION ## MARK ## Technician: ## T-R-S: ## SNYDER & ASSOCIATES, INC. | ## Checked By: ## Engineer: ## Date: ## Project No: ## Sheet ## Project No: ## Sheet ## 2727 S.W. SNYDER BLVD ## ANKENY, IOWA 50023 515-964-2020 | www.snyder-associates.com ## KMM ## LJM ## KS 06-02-26 126.0352.01 ## C300 126.0352.01 ## C300 ## LEGACY CROSSING GARAGES ## DIMENSION & UTILITY PLAN ## BELLE PLAINE, MINNESOTA ## TTN-RRW-SS ## PAVEMENT LEGEND ## HMA ## DIMENSION PLAN CONSTRUCTION NOTES ## 1.EXISTING FEATURES, PROTECT THE FOLLOWING: ## A.PAVEMENT TO REMAIN. ## B.EXISTING UTILITIES. COORDINATE ANY RELOCATIONS OR ADJUSTMENTS ## WITH UTILITY SERVICE PROVIDER AS NECESSARY. ## 2. DEMOLITION, REMOVE THE FOLLOWING: ## A.REMOVE CURB AND GUTTER SECTION. ## B.REMOVE EXISTING WATER SERVICE TO LIMITS SHOWN. ## 3. PAVEMENTS, PROVIDE THE FOLLOWING: ## A.PCC DRIVES AND PARKING, 6" DEPTH PAVEMENT ON 12" PREPARED ## SUBGRADE IN 2-6" LIFTS COMPACTED TO 95% STANDARD PROCTOR ## DENSITY. ## B.6" STANDARD CURB. SEE DETAIL ON THIS SHEET. ## C.CONNECT TO EXISTING PAVEMENT WITH SUDAS TYPE B CONNECTION. ## D.PROPOSED 3' WIDE CONCRETE VALLEY GUTTER. ## E.NO CURB. ## F.4' WIDE PCC CUNETTE. ## G.TAPER TO NO CURB. ## 4. SITE AMENITIES, PROVIDE THE FOLLOWING: ## A.6 FOOT HEIGHT FENCE. ## B.AUTOMATIC GATE. ## C.MANUAL FIRE DEPARTMENT GATE. ## 5. WATER SERVICE, PROVIDE THE FOLLOWING: ## A.6" WATER FIRE SERVICE LINE. MAINTAIN MINIMUM 5.5' DEPTH. ## B.CONNECT TO EXISTING WATER SERVICE LINE. ## C.45° WATER BEND. ## D.HYDRANT ASSEMBLY. ## 6. PROPOSED BUILDING. SEE ARCHITECTURAL PLANS FOR MORE DETAILS. ## 7. SANITARY SEWER, PROVIDE THE FOLLOWING: ## A.EXISTING SANITARY SEWER MANHOLE. ADJUST RIM TO FINISH GRADE. ## CONTRACTOR TO VERIFY EXISTING ADJUSTING RINGS AND ADD AS ## NECESSARY. ADDITIONAL MODIFICATIONS MAY BE NECESSARY TO MEET ## BELLE PLAINE SPECIFICATIONS. COORDINATE WITH CITY OF BELLE PLAINE ## PRIOR TO CONSTRUCTION. 3 ## C300 ## TYPICAL PAVEMENT CROSS SECTIONS ## NO SCALE ## PAVEMENT SECTION ## PAVEMENT, SEE PLANS ## FOR MATERIAL, THICKNESS ## & LOCATIONS ## 12" DEPTH PREPARED SUBGRADE ## 2 - 6" LIFTS UNLESS NOTED OTHERWISE ## FORM ## GRADE ## ELEV. 6" ## SLOPE AS ## PER PLANS 4 1 2 " 7 1 2 " 2 ## C300 ## 6-INCH STANDARD CURB ## NO SCALE ## R3" ## R3" ## PCC 4 ## C300 ## CUNETTE ## NO SCALE ## 2% SLOPE ## 2% SLOPE ## NOTES: ## 1. SUBGRADE SHALL CONSIST OF A FIRM UNYIELDING CLAY (CL OR CH) OR CLASS "A" ROADSTONE BASE. ## 2. CONCRETE WILL HAVE THE MIX DESIGN AS SHOWN FOR STREET PAVEMENT IN THE CONSTRUCTION. ## PLACE TOPSOIL OVER ALL AREAS DISTURBED ## 3. FINISH SHALL CONFORM TO SUDAS FOR SIDEWALKS AND PROVIDE FINAL BROOM FINISH. ## 4. CURING AS SPECIFIED FOR CONCRETE PAVEMENT. ## 5. REBAR SHALL BE EPOXY COATED STEEL. ## 6. TAPER WIDTH TO MATCH FLARED END SECTION WIDTH AS NECESSARY. 3'-0"6" 2" ## CLEARANCE 6" 1" 5" ## #4 TRAVERSE REBAR @ ## 5'-0" O.C. (3'-6" LONG) ## 6" COMPACTED ## SUBGRADE ## 4 - #4 LONGITUDINAL REBAR ## W/ 15" MIN. OVERLAP 1 1 2 " 15 1 4 " 1 ## C300 ## WATERLIP DETAIL ## NO SCALE ## ELEVATION VARIES ## SEE SHEET C400 ## 2.0' (TYP.) Page 88 of 206 ## PROPOSED ## BUILDING ## 9,818 SF ## PROPOSED ## BUILDING ## 11,994 SF ## PROPOSED ## BUILDING ## 11,994 SF ## PROPOSED ## BUILDING ## 7,675 SF ## PROPOSED ## BUILDING ## 8,600 SF ## PROPOSED ## BUILDING ## 13,760 SF ## PROPOSED ## BUILDING ## 15,480 SF ## PROPOSED ## BUILDING ## 6,812 SF ## DETENTION ## 60' Drainage & Utility Easement ## Per Valley Business Park 25' Drainage & Utility ## Easement Dedicated ## Per Valley Business ## Park Third ## 15' Utility Easement Per ## Excelsior-Henderson ## Industrial Park Subdivision 10' Drainage & Utility ## Easement Dedicated ## Per Valley Business ## Park Third 10' Drainage & Utility ## Easement Dedicated ## Per Valley Business ## Park Third ## 35' BSL ## 25' BSL ## 25' BSL ## 20' BSL ## 20' BSL ## Outlot A 852 852 853 853 854 854 855 855 856 856 857 857 857 858 858 858 859 859 860 860 861 861 852 852 853 853 854 854 855 855 856 856 857 857 857 858 858 858 859 859 860 860 861 861 862 862 856 856 857 857 857 857 858 856 857 857 857 857 858 856 857 858 857 858 100 101 102 103 104 ## BM500 ## Water Main ## Single Pin Flag (Locator indicated water line is stubbed but location is unknown) ## 2 Post Wood Sign ## BP Commons ## Saxe Chevy ## Cambria ## Diversified Drive ## Laredo Street S ## E South Street ## Maple Street S ## Mediacom Sign ## 40 MPH Sign ## Frontier Communication Pedestal ## Fiber Sign ## Highway 5 Sign ## Right Turn Lane Sign ## Center Point Gas Sign ## Stop Sign ## Center Point ## Energy Sign ## Parking Sign ## No Parking Sign ## Diversified/Maple Street Sign ## Rim=858.00 ## Inv.=839.60 10" PVC E ## Inv.=839.55 12" TRUSS N ## Inv.=839.55 12" TRUSS S ## Rim=859.00 ## Inv.=840.15 12" TRUSS SE ## Inv.=839.50 12" TRUSS N ## Inv.=839.50 12" TRUSS W ## Rim=858.75 ## Inv.=840.75 12" TRUSS S ## Inv.=840.75 12" TRUSS NW ## Rim=858.12 ## Inv.=841.12 10" PVC E ## Inv.=841.12 10" PVC W ## Rim=856.14 ## Inv.=841.79 8" PVC S ## Inv.=841.69 10" PVC E ## Inv.=841.69 10" PVC W ## Rim=857.12 ## Inv.=845.02 8" PVC N ## Intake=857.85 ## Inv.=855.00 12" RCP NE ## Inv.=854.90 24" CPP NW ## Inv.=854.90 24" CPP SW ## SW Outlet Location Unknown ## Intake=856.99 ## Inv.=855.19 12" RCP N ## Inv.=855.19 12" RCP SW ## Intake=856.97 ## Inv.=855.22 12" RCP S ## Intake=857.60 ## Inv.=854.90 18" CPP N ## Inv.=854.70 24" RCP SE ## SE Pipe Switches to CPP ## Intake=857.00 ## Inv.=852.65 12" CPP N ## Inv.=852.60 15" RCP W ## Intake=856.65 ## Inv.=853.58 12" CPP NW ## Intake=854.14 ## Inv.=849.34 15" RCP S ## Intake=856.37 ## Inv.=849.37 15" RCP N ## Inv.=849.17 18" RCP E ## Inv.=849.17 18" RCP S ## Rim=856.59 ## Inv.=850.74 12" RCP NE ## Inv.=849.23 18" CPP W ## Inv.=849.23 18" CPP E ## Intake=856.04 ## Inv.=851.79 12" RCP E ## Inv.=851.54 12" RCP SW ## Rim=855.83 ## Inv.=852.03 12" RCP W ## Asphalt ## Asphalt ## Asphalt ## Asphalt ## 2' Concrete Curb and Gutter ## 2' Concrete Curb and Gutter ## 2' Concrete Curb and Gutter ## Rim=857.820 ## Inv.=841.62 12" TRUSS S ## Inv.=841.62 12" TRUSS N 857 858 859 855 856 857 858 858 859 859 860 860 857 858 859 858 859 860 860 858 859 857 858 859 856 857 858 858 858 858 859 859 858 ## 860.26 TC ## 859.76 G 859.90 (856.30) (856.43) (856.88) (857.05) (857.41) (856.96) (857.00) (857.01) (857.22) (857.15) (856.91) (856.97) (857.68) (857.84) (858.34) (858.73) (858.47) (858.33) (857.76) (857.86) 859.44 859.49 859.10 859.10 859.15 858.62 858.80 858.80 858.80 ## 858.82 TC ## 858.32 G 858.25 858.93 ## 859.55 TC ## 859.05 G ## 860.16 TC ## 859.66 G 859.61 ## 860.26 TC ## 859.76 G ## 860.26 TC ## 859.76 G 859.96 ## 860.61 TC ## 860.11 G 860.07 859.90 859.35 ## 860.14 TC ## 859.64 G ## 860.14 TC ## 859.64 G ## 860.04 TC ## 859.54 G 859.54 859.50 ## 860.00 TC ## 859.50 G ## 860.00 TC ## 859.50 G 859.50 (856.88) (857.05) 859.50 ## 860.13 TC ## 859.63 G 859.25 ## 860.04 TC ## 859.54 G ## 860.44 TC ## 859.94 G ## 860.31 TC ## 859.81 G 859.97 859.60 859.13 858.85 858.83 858.26 858.76 858.88 858.75 859.08 857.98 858.83 858.68 858.85 858.83 858.85 858.83 858.19 858.85 858.85 858.68 858.85 858.85 858.85 858.85 858.16 858.04 857.92 858.13 858.13 858.01 858.02 857.89 ## 857.55 TC ## 857.05 G 856.53 856.53 ## 857.70 TC ## 857.20 G 857.89 856.50 856.50 857.89 857.89 857.89 ## 857.65 TC ## 857.15 G 856.53 856.53 857.90 ## 857.76 TC ## 857.26 G 858.15 (856.42) (856.30) 857.89 858.36 857 859.50 1.0% 0.7% 0.7% 0.7% 0.8% ## 859.88 TC ## 859.38 G 4.0% 4.3% 0.7% 0.7% 0.6% 0.5% 1.6% 0.7% 0.8% 0.5% 0.6% 0.4% 0.5% 0.5% 0.4% 0.4% 0.5% 0.5% 0.5% 0.4% 0.6% 0.5% 0.5% 0.7% 0.9% 0.6% 0.7% 1.0% 0.9% 1.0% 1.0% 0.9% 0.5% 0.7% 0.7% 1.0% 0.8% 0.7% ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ## 2.5 TONS OF ## CLASS D RIP RAP ## (5' X 5' X 1.5') ## 2.5 TONS OF ## CLASS D RIP RAP ## (5' X 5' X 1.5') ## 2.5 TONS OF ## CLASS D RIP RAP ## (5' X 5' X 1.5') ## 2.5 TONS OF ## CLASS D RIP RAP ## (5' X 5' X 1.5') ## SILT FENCE (TYP.) ## SILT FENCE (TYP.) ## V:\Projects\2026\126.0352.010\CADD\SP_1260352_GRDG.dwg ## KSUBASIC , ## GRADING & EROSION CONTROL PLAN , 2026/06/02 , ## 3:15 PM , ## ANSI FULL BLEED D (34.00 X 22.00 INCHES) ## FEET 0 30 ## BY ## DATE ## REVISION ## MARK ## Technician: ## T-R-S: ## SNYDER & ASSOCIATES, INC. | ## Checked By: ## Engineer: ## Date: ## Project No: ## Sheet ## Project No: ## Sheet ## 2727 S.W. SNYDER BLVD ## ANKENY, IOWA 50023 515-964-2020 | www.snyder-associates.com ## KMM ## LJM ## KS 06-02-26 126.0352.01 ## C400 126.0352.01 ## C400 ## LEGACY CROSSING GARAGES ## GRADING & EROSION CONTROL PLAN ## BELLE PLAINE, MINNESOTA ## TTN-RRW-SS ## GRADING NOTES ## 1.CONTRACTOR TO STRIP AND STOCKPILE TOPSOIL ON ALL AREAS TO BE CUT OR ## FILLED. RESPREAD TO MINIMUM 8" DEPTH TO FINISH GRADES. ## 2.ANY EXCESS CUT TO BE SPREAD ON SITE AS DIRECTED BY ENGINEER DURING ## CONSTRUCTION. PLACE TOPSOIL OVER ALL AREAS DISTURBED. ## 3.ALL DRAINAGE SWALES AND SLOPES 5 TO 1 OR GREATER TO BE SEEDED USING ## COMMERCIALLY AVAILABLE EROSION CONTROL SEED. MIXTURE APPLIED AT RATE ## RECOMMENDED BY SUPPLIER. ## 4.EROSION CONTROL: SEED THE SITE AFTER ROUGH GRADING HAS BEEN ## COMPLETED. PLACE SILT FENCE AND MAINTAIN IN PROBLEM AREAS AFTER ## GROUND COVER HAS BEEN ESTABLISHED. COMPLY WITH EROSION CONTROL LAW. ## 5.PROVIDE BELOW GRADE INLET PROTECTION IN PAVED AREAS FOLLOWING PAVING ## OPERATIONS AS NECESSARY. ## 6.CONTRACTOR TO LOAD AND TRANSPORT ALL MATERIALS CONSIDERED TO BE ## UNDESIRABLE TO BE INCORPORATED INTO THE PROJECT TO AN APPROVED ## OFF-SITE WASTE SITE. ## QUANTITIES ## SILT FENCE = 1,600 LF ## DISTURBED AREA = 5.07 AC ## CLASS D RIPRAP = 10 TONS ## TYPICAL SILT FENCE INSTALLATION ON LONGITUDINAL SLOPES (Profile View) ## FLOW ## 'T' STEEL ## FENCE POST ## 4'-0" MIN ## SEE PLANS FOR SPACING ## TYPICAL SILT FENCE INSTALLATION ON LONGITUDINAL SLOPES (Plan View) ## DETAILS OF SILT FENCE ON LONGITUDINAL SLOPES ## ATTACHMENT TO POST ## 200'-0" MAX LENGTH PER SECTION ## 600'-0" IF SLOPE IS FLATTER THAN 5% 36" 24" ## 8'-0" SPACING ## TYPICAL SILT FENCE DITCH CHECK ## BACKSLOPE ## FORESLOPE ## VARIABLE (20'-0" FOR A NORMAL 10'-0" WIDE DITCH) ## POST SPACING ## (5'-0" MAX) ## POST SPACING ## 5'-0" MAX) 2" ## MIN ## 20" MIN 1 1 2 ## GROUND LINE ## FABRIC ## GROUND CONTOURS ## INSTALL "J-HOOK" AT EACH END OF AN ## INDIVIDUAL SECTION OF SILT FENCE ## INSTALL PARALLEL TO ## GROUND CONTOUR ## FABRIC ## GROUND LINE ## FABRIC ## POST ## WIRE ## OR ## CABLE ## TIES 2 2 1 ## C400 ## SILT FENCE DETAIL ## NO SCALE ## 1 INSERT 12 INCHES OF FABRIC A ## MINIMUM OF 6 INCHES DEEP ## (FABRIC MAY BE FOLDED BELOW ## THE GROUND LINE. ## 2 REDUCE POST SPACING TO 5'-0" ## AT WATER CONCENTRATION ## AREAS, OR AS REQUIRED TO ## ADEQUATELY SUPPORT FENCE. Page 89 of 206 ## PROPOSED ## BUILDING ## 9,818 SF ## PROPOSED ## BUILDING ## 11,994 SF ## PROPOSED ## BUILDING ## 11,994 SF ## PROPOSED ## BUILDING ## 7,675 SF ## PROPOSED ## BUILDING ## 8,600 SF ## PROPOSED ## BUILDING ## 13,760 SF ## PROPOSED ## BUILDING ## 15,480 SF ## PROPOSED ## BUILDING ## 6,812 SF ## DETENTION ## 2 - MB ## 1 - JS ## 1 - JS ## 16 - CK ## 9 - HP ## 9 - HP ## 60' Drainage & Utility Easement ## Per Valley Business Park 25' Drainage & Utility ## Easement Dedicated ## Per Valley Business ## Park Third ## 15' Utility Easement Per ## Excelsior-Henderson ## Industrial Park Subdivision 10' Drainage & Utility ## Easement Dedicated ## Per Valley Business ## Park Third 10' Drainage & Utility ## Easement Dedicated ## Per Valley Business ## Park Third ## 35' BSL ## 25' BSL ## 25' BSL ## 20' BSL ## 20' BSL ## Outlot A 100 101 102 103 104 ## BM500 ## Water Main ## Single Pin Flag (Locator indicated water line is stubbed but location is unknown) ## 2 Post Wood Sign ## BP Commons ## Saxe Chevy ## Cambria ## Diversified Drive ## Laredo Street S ## E South Street ## Maple Street S ## Mediacom Sign ## 40 MPH Sign ## Frontier Communication Pedestal ## Fiber Sign ## Highway 5 Sign ## Right Turn Lane Sign ## Center Point Gas Sign ## Stop Sign ## Center Point ## Energy Sign ## Parking Sign ## No Parking Sign ## Diversified/Maple Street Sign ## Rim=858.00 ## Inv.=839.60 10" PVC E ## Inv.=839.55 12" TRUSS N ## Inv.=839.55 12" TRUSS S ## Rim=859.00 ## Inv.=840.15 12" TRUSS SE ## Inv.=839.50 12" TRUSS N ## Inv.=839.50 12" TRUSS W ## Rim=858.75 ## Inv.=840.75 12" TRUSS S ## Inv.=840.75 12" TRUSS NW ## Rim=858.12 ## Inv.=841.12 10" PVC E ## Inv.=841.12 10" PVC W ## Intake=857.85 ## Inv.=855.00 12" RCP NE ## Inv.=854.90 24" CPP NW ## Inv.=854.90 24" CPP SW ## SW Outlet Location Unknown ## Intake=856.99 ## Inv.=855.19 12" RCP N ## Inv.=855.19 12" RCP SW ## Intake=856.97 ## Inv.=855.22 12" RCP S ## Intake=857.60 ## Inv.=854.90 18" CPP N ## Inv.=854.70 24" RCP SE ## SE Pipe Switches to CPP ## Intake=857.00 ## Inv.=852.65 12" CPP N ## Inv.=852.60 15" RCP W ## Intake=856.65 ## Inv.=853.58 12" CPP NW ## Intake=854.14 ## Inv.=849.34 15" RCP S ## Intake=856.37 ## Inv.=849.37 15" RCP N ## Inv.=849.17 18" RCP E ## Inv.=849.17 18" RCP S ## Rim=856.59 ## Inv.=850.74 12" RCP NE ## Inv.=849.23 18" CPP W ## Inv.=849.23 18" CPP E ## Intake=856.04 ## Inv.=851.79 12" RCP E ## Inv.=851.54 12" RCP SW ## Asphalt ## Asphalt ## Asphalt ## Asphalt ## 2' Concrete Curb and Gutter ## 2' Concrete Curb and Gutter ## Rim=857.820 ## Inv.=841.62 12" TRUSS S ## Inv.=841.62 12" TRUSS N ## 3 - MB ## 4 - JW ## 3 - JS ## 3 - MB ## 3 - MB ## 5 - JS ## 5 - JS ## 2 - MB ## 1 - HG ## 5 - CK ## 1 - HG ## 5 - CK 1 1 1 1 1 1 ## TYP. ## TYP. ## TYP. ## TYP. ## TYP. ## TYP. 2 2 2 2 3 3 3 3 3 4 4 5 5 5 5 5 5 6 6 6 6 6 6 6 7 2' 2' 2' 5' 3 3 3 3 ## V:\Projects\2026\126.0352.010\CADD\SP_1260352_LND.dwg ## KDITTERT , ## PLANTING PLAN , 2026/06/02 , ## 3:15 PM , ## ANSI FULL BLEED D (34.00 X 22.00 INCHES) ## FEET 0 30 ## BY ## DATE ## REVISION ## MARK ## Technician: ## T-R-S: ## SNYDER & ASSOCIATES, INC. | ## Checked By: ## Engineer: ## Date: ## Project No: ## Sheet ## Project No: ## Sheet ## 2727 S.W. SNYDER BLVD ## ANKENY, IOWA 50023 515-964-2020 | www.snyder-associates.com ## KMM ## LJM ## KS 06-02-26 126.0352.01 ## C500 126.0352.01 ## C500 ## LEGACY CROSSING GARAGES ## PLANTING PLAN ## BELLE PLAINE, MINNESOTA ## TTN-RRW-SS ## STAKING PLAN ## (TREES 2 1/2" DIA OR SMALLER) ## STAKING PLAN ## (TREES LARGER THAN 2 1/2" DIA) 2 ## C500 ## PLANTING PIT DETAILS ## NO SCALE ## TYPICAL PLANTING PIT DETAILSLOPE PLANTING PIT DETAIL ## 1 WRAP TRUNK FROM GROUND TO FIRST BRANCH. 1 2 ## TO 2 3 ## TREE HEIGHT ## (4'-0" MIN) 1 4 ## TO 1 3 ## TREE HEIGHT ## (2'-0" MIN) 6" ## 3X ROOT BALL ## MINIMUM FOR TREES ## 2X ROOTBAL ## MINIMUM FOR SHRUBS ## DEPTH OF ## ROOT BALL ## OR CONTAINER ## ROOT SYSTEM ## 3X ROOT BALL ## MINIMUM FOR TREES ## 2X ROOT BALL ## MINIMUM FOR SHRUBS ## DEPTH OF ## ROOT BALL ## OR CONTAINER ## ROOT SYSTEM ## SEE PLANTING PIT ## DETAILS ## GARDEN ## HOSE ## FLAGGING ## MATERIAL 1 ## PLACE ON STAKE ## TO SOUTHWEST ## PLACE ON STAKE ## TO SOUTHWEST ## SET ROOT COLLAR AND ROOT FLARE 2" ABOVE ## FINISH GRADE. DO NOT PLACE MULCH WITHIN ## 2" OF TRUNK. ROOT COLLAR IS NOT ALWAYS ## LOCATED AT TOP OF ROOTBALL ## MINIMUM 6' DIAMETER, ## 3" DEPTH MULCH RING ## 3" HEIGHT WATER RETENTION ## BERM BEYOND EDGE OF ROOT BALL ## FINISH GRADE ## SCARIFY SIDES OF PIT ## REMOVE ALL NON-BIODEGRADABLE MATERIAL, ## CONTAINERS OR OTHER MATERIAL THAT WILL ## IMPEDE THE GROWTH OF THE PLANT MATERIAL. ## REMOVE ALL TWINE. FOR BALLED AND BURLAP ## (B&B) PLANTS REMOVE MINIMUM TOP 1 2 ## OF BURLAP ## AND WIRE BASKET MINIMUM. ## PLACE ROOT BALL ON UNDISTURBED SOIL ## 2:1 MAXIMUM TRANSITION SLOPE. ## BEGIN TRANSITION AT EDGE OF ## ROOT BALL ## EXISTING ## SLOPE ## TREE OR SHRUB ## SCARIFY SIDES OF PIT ## REMOVE ALL NON-BIODEGRADABLE MATERIAL, ## CONTAINERS OR OTHER MATERIAL THAT WILL ## IMPEDE THE GROWTH OF THE PLANT MATERIAL. ## REMOVE ALL TWINE. FOR BALLED AND BURLAP ## (B&B) PLANTS REMOVE MINIMUM TOP 1 2 ## OF BURLAP ## AND WIRE BASKET MINIMUM. ## PLACE ROOT BALL ON UNDISTURBED SOIL ## FINISH GRADE ## 3" HEIGHT WATER RETENTION ## BERM BEYOND EDGE OF ROOT BALL ## MINIMUM 6' DIAMETER, ## 3" DEPTH MULCH RING ## SET ROOT COLLAR AND ROOT FLARE 2" ABOVE ## FINISH GRADE. DO NOT PLACE MULCH WITHIN ## 2" OF TRUNK. ROOT COLLAR IS NOT ALWAYS ## LOCATED AT TOP OF ROOT BALL NOTE: QUANTITIES SHOWN ARE APPROXIMATE TO THE OVERALL SITE. CONTRACTOR TO VERIFY PLANT MATERIAL PRIOR TO BIDDING. ## IN THE CASE OF A DISCREPANCY, THE PLAN QUANTITY SHALL GOVERN. ## PLANTING PLAN CONSTRUCTION NOTES ## 1.PROVIDE 3" DEPTH SHREDDED HARDWOOD MULCH AROUND ## ALL TREES NOT CONTAINED IN PLANT BEDS, TO A MIN. 3-FOOT ## PERIMETER. ## 2.CONTRACTOR TO PROVIDE 3" DEPTH SHREDDED HARDWOOD ## MULCH, INCLUDING COMMERCIAL GRADE LANDSCAPE FABRIC, ## IN PLANT BED AREAS AS NOTED ON PLANS, AS PER OWNER'S ## RECOMMENDATION. ## 3.SEED ALL AREAS DISTURBED BY CONSTRUCTION, UNLESS ## OTHERWISE NOTED ON PLANS. ## 4.CONTRACTOR TO INSTALL A VERTICAL CUT NATURAL EDGE TO ## A DEPTH OF 4-INCHES ON ALL PLANTING BEDS UNLESS ## OTHERWISE DIRECTED BY OWNER. ## 5.2' WIDE MAINTENANCE STRIP WITH 2" WASHED RIVER ROCK AT ## 3" DEPTH ON TOP OF 5 OZ COMMERCIAL GRADE WEED ## BARRIER. 6. 3 16 ## " COMMERCIAL GRADE BLACK STEEL EDGING. CONTRACTOR ## TO USE 90 DEGREE ANGLE PIECE ON ALL BENDS. ## 7.PROVIDE DETENTION BASIN SEED MIX AS PROVIDED BY ## PRAIRIE MOON NURSERY. WWW.PRAIRIEMOON.COM, 32115 ## PRAIRIE LANE, WINONA, MN 55987, OR APPROVED EQUAL. ## SEEDING RATE: 11.48 LBS/ACRE. INSTALL AS PER SUDAS ## SPECIFICATIONS 9010 SEEDING. ## PLANTING PLAN GENERAL NOTES ## A.UTILITY WARNING: ## THE UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD ## SURVEY INFORMATION AND/OR RECORDS OBTAINED. THE ## SURVEYOR MAKES NO GUARANTEE THAT THE UTILITIES ## SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER ## IN SERVICE OR ABANDONED. THE SURVEY FURTHER DOES ## NOT WARRANT THAT THE UTILITIES SHOWN ARE IN THE ## EXACT LOCATION INDICATED. ## B.NOTIFY UTILITY OWNERS PRIOR TO BEGINNING ANY ## CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ## DETERMINING EXISTENCE, EXACT LOCATION AND DEPTH OF ## ALL UTILITIES. AVOID DAMAGE TO UTILITIES AND SERVICES ## DURING CONSTRUCTION. ANY DAMAGE DUE TO THE ## CONTRACTOR'S CARELESSNESS SHALL BE CORRECTED AT ## THE CONTRACTOR'S EXPENSE. COORDINATE AND ## COOPERATE WITH UTILITY COMPANIES DURING ## CONSTRUCTION. ## C.ALL PLANT MATERIAL SHALL AT LEAST MEET MINIMUM ## REQUIREMENTS SHOWN IN THE "AMERICAN STANDARDS ## FOR NURSERY STOCK" (ANSI Z60.1-LATEST EDITION). ## D.CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL FOR ## A PERIOD OF ONE YEAR FROM DATE OF INSTALLATION. ## PLANTING PLAN REQUIREMENTS ## (PLANTING REQUIREMENTS BASED ON BELLE PLAINE CITY ## CODE CHAPTER 11, SCREENING AND LANDSCAPING) ## LANDSCAPE PLAN SHOULD BE DEVELOPED WITH AN EMPHASIS ## ON THE FOLLOWING: ## -THE BOUNDARY OR PERIMETER OF THE PROPOSED SITE ## AT POINTS ADJOINING OTHER PROPERTIES AND THE ## IMMEDIATE PERIMETER OF THE STRUCTURE. 1 ## C500 ## DECIDUOUS TREE STAKING DETAIL ## NO SCALE ## CODE ## QTY ## BOTANICAL NAMECOMMON NAMESIZE ## TYPE ## TREES JS15Juniperus scopulorum 'Skyrocket'Skyrocket Juniper 4` Ht. ## B&B JW4Juniperus scopulorum 'Wichita Blue'Wichita Blue Juniper4` Ht. ## B&B ## MB 13 Malus x 'Red Barron' ## Red Barron Crabapple1.5" Cal.CONTAINER ## CODE ## QTY ## BOTANICAL NAMECOMMON NAMESIZECONTAINER ## SHRUBS ## CK 26 ## Calamagrostis x acutiflora 'Karl Foerster'Karl Foerster Feather Reed Grass1 GAL ## Pot HP18Heuchera x 'Plum Pudding' ## Plum Pudding Coral Bells1 GAL ## Pot ## HG 2 ## Hydrangea paniculata 'Grandiflora'PeeGee Panicle Hydrangea 24-IN. HT.Pot ## PLANT SCHEDULE Page 90 of 206 ## BUILDINGSSSYTEM ## PELLA ## DESCRIPTIONCOLORTYPE ## EXTERIOR PANEL ## Desert Sand/Burnished SlateR-Panel/Reversed R-Panel ## WAINSCOT ## White WashNichiha ## GUTTER/RAKE ## Burnished Slate ## DOWNSPOUT ## Burnished Slate ## CORNERS ## Burnished Slate ## MULLION/JAMB ## Burnished Slate ## ROOF ## GalvalumeR-Panel Drip X ## DOORS ## Ash Gray ## FRAMING ## NON COMBUSTIBLE STEEL FRAMINGNON HEATED ## FOUNDATION18" MONOLITHIC DESIGN FOOTING *** Colors may very slightly from what is depicted on paper. Please request color samples if unsure of exact color or if matching an existing building by others. ** Buildings on a 1% slope will have a gap on one side of the door between door and concrete slab Page 91 of 206 ## BUILDINGSSSYTEM ## PELLA ## DESCRIPTIONCOLORTYPE ## EXTERIOR PANEL ## Desert Sand/Burnished SlateR-Panel/Reversed R-Panel ## WAINSCOT ## White WashNichiha ## GUTTER/RAKE ## Burnished Slate ## DOWNSPOUT ## Burnished Slate ## CORNERS ## Burnished Slate ## MULLION/JAMB ## Burnished Slate ## ROOF ## GalvalumeR-Panel Drip X ## DOORS ## Ash Gray ## FRAMING ## NON COMBUSTIBLE STEEL FRAMINGNON HEATED ## FOUNDATION18" MONOLITHIC DESIGN FOOTING *** Colors may very slightly from what is depicted on paper. Please request color samples if unsure of exact color or if matching an existing building by others. ** Buildings on a 1% slope will have a gap on one side of the door between door and concrete slab Page 92 of 206 ## BUILDINGSSSYTEM ## PELLA ## DESCRIPTIONCOLORTYPE ## EXTERIOR PANEL ## Desert Sand/Burnished SlateR-Panel/Reversed R-Panel ## WAINSCOT ## White Wash/Burnished SlateNichiha/Masterline16 ## GUTTER/RAKE ## Burnished Slate ## DOWNSPOUT ## Burnished Slate ## CORNERS ## Burnished Slate ## MULLION/JAMB ## Burnished Slate ## ROOF ## GalvalumeStanding Seam ## DOORS ## White ## FRAMING ## NON COMBUSTIBLE STEEL FRAMINGHEATED & INSULATED ## FOUNDATION42" FROST FOOTING ## WALL INSULATION ## 6" BATT + 2" PSK ## ROOF INSULATION6" BATT + 4" PSK + THERMAL BLOCKS *** Colors may very slightly from what is depicted on paper. Please request color samples if unsure of exact color or if matching an existing building by others. ** Buildings on a 1% slope will have a gap on one side of the door between door and concrete slab Page 93 of 206 Scale: as noted ## Filename: Legacy Crossing Garages.AGI ## Date:6/7/2026 ## T h e ## L i g h t i n g ## A n a l y s i s , e z ## L a y o u t , ## E n e r g y ## A n a l y s i s a n d / o r ## V i s u a l ## S i m u l a t i o n ( " ## L i g h t i n g ## D e s i g n ) p r o v i d e d b y ## R ## O ## U ## Z ## E ## R ( " ## R ## O ## U ## Z ## E ## R " ) r e p r e s e n t s a n a n t i c i p a t e d p r e d i c t i o n o f l i g h t i n g s y s t e m p e r f o r m a n c e b a s e d u p o n d e s i g n p a r a m e t e r s a n d i n f o r m a t i o n s u p p l i e d b y o t h e r s . ## T h e s e d e s i g n p a r a m e t e r s a n d i n f o r m a t i o n p r o v i d e d b y o t h e r s h a v e n o t b e e n f i e l d v e r i f i e d b y ## R ## O ## U ## Z ## E ## R a n d t h e r e f o r e a c t u a l m e a s u r e d r e s u l t s m a y v a r y f r o m t h e a c t u a l f i e l d c o n d i t i o n s . ## R ## O ## U ## Z ## E ## R r e c o m m e n d s t h a t d e s i g n p a r a m e t e r s a n d o t h e r i n f o r m a t i o n b e f i e l d v e r i f i e d t o r e d u c e v a r i a t i o n . ## R ## O ## U ## Z ## E ## R n e i t h e r w a r r a n t i e s , e i t h e r i m p l i e d o r s t a t e d w i t h r e g a r d t o a c t u a l m e a s u r e d l i g h t l e v e l s o r e n e r g y c o n s u m p t i o n l e v e l s a s c o m p a r e d t o t h o s e i l l u s t r a t e d b y t h e ## L i g h t i n g ## D e s i g n . ## R ## O ## U ## Z ## E ## R n e i t h e r w a r r a n t i e s , e i t h e r i m p l i e d o r s t a t e d , n o r r e p r e s e n t s t h e a p p r o p r i a t e n e s s , c o m p l e t e n e s s o r s u i t a b i l i t y o f t h e ## L i g h t i n g ## D e s i g n i n t e n t a s c o m p l i a n t w i t h a n y a p p l i c a b l e r e g u l a t o r y c o d e r e q u i r e m e n t s w i t h t h e e x c e p t i o n o f t h o s e s p e c i f i c a l l y s t a t e d o n d r a w i n g s c r e a t e d a n d s u b m i t t e d b y ## R ## O ## U ## Z ## E ## R . ## T h e ## L i g h t i n g d e s i g n i s i s s u e d , i n w h o l e o r i n p a r t , a s a d v i s o r y d o c u m e n t s f o r i n f o r m a t i o n a l p u r p o s e s a n d i s n o t i n t e n d e d f o r c o n s t r u c t i o n n o r a s b e i n g p a r t o f a p r o j e c t ' s c o n s t r u c t i o n d o c u m e n t a t i o n p a c k a g e . Filename: C:\Users\Eric\Rouzer Group\Rouzer Inside - Rouzer Inside Documents\RAB\Rouzer Layouts\Erics AGI\Legacy Crossing Garages.AGI ## Drawn By: Eric Nephew ## Job Name:Legacy Crossing GaragesLighting LayoutVersion A ## Prepared For: JH Larson Scale: 1 inch= 28 Ft. 0.0 0.00.0 0.00.00.70.01.02.1 0.0 0.0 0.00.00.00.90.00.04.10.00.01.8 0.0 0.08.10.0 0.00.00.00.00.00.0 1.0 0.6 0.00.00.00.01.60.04.94.22.71.40.80.53.97.63.71.70.90.77.90.0 0.71.83.11.71.00.71.12.21.30.71.21.30.00.80.00.00.00.00.00.0 0.0 2.6 0.00.00.00.0 1.1 0.05.83.21.60.90.73.62.81.60.90.70.0 5.0 0.02.80.0 0.00.00.00.00.00.00.00.00.00.0 0.0 0.0 7.42.00.50.20.10.00.0 0.00.00.0 6.3 0.0 0.5 0.00.00.00.00.00.00.00.00.10.40.50.0 0.35.97.7 0.5 0.0 2.80.70.20.20.40.50.40.80.30.50.62.36.96.82.30.60.20.60.70.6 0.3 0.3 1.3 0.4 0.00.00.00.41.31.20.80.50.41.70.02.30.00.70.65.84.01.80.90.70.00.00.00.03.6 0.0 0.0 0.51.11.00.70.50.41.91.81.10.7 0.0 0.00.30.00.00.0 0.00.00.00.00.00.00.00.0 0.5 0.01.01.62.31.80.71.01.72.83.00.0 1.6 0.04.40.0 0.00.00.00.00.00.00.00.00.00.0 0.00.0 0.81.22.35.27.70.00.00.00.00.0 0.00.70.00.60.00.00.00.00.00.00.71.01.73.1 1.2 0.0 1.1 0.8 1.31.21.00.80.61.11.10.90.80.60.01.20.00.90.70.00.00.00.00.0 0.00.0 1.8 0.2 1.0 0.0 2.6 1.60.70.91.01.00.80.70.91.11.3 1.3 0.01.00.00.00.0 0.00.00.00.00.00.00.00.0 1.1 0.70.00.00.00.00.00.00.00.00.91.11.40.01.90.00.91.22.03.22.60.71.01.52.32.2 5.2 1.8 1.40.00.00.00.01.81.71.41.10.90.71.0 0.0 1.4 0.0 1.00.70.91.11.10.90.00.00.00.00.01.2 0.0 0.0 0.00.00.00.00.0 0.00.00.00.00.0 4.7 0.0 2.2 0.00.00.71.12.14.98.30.70.81.3 0.0 0.0 1.1 0.00.0 0.00.00.00.00.00.00.00.00.06.30.7 5.5 1.93.65.40.70.91.42.86.46.50.81.10.0 0.10.10.10.10.20.20.30.30.30.20.2 0.2 0.10.00.10.10.10.20.20.30.30.30.30.20.20.10.0 0.10.20.20.10.10.10.10.0 0.00.00.00.10.00.00.00.00.00.00.00.00.00.00.00.00.10.0 0.3 0.1 0.00.00.10.10.10.10.20.30.40.50.00.50.00.20.20.10.10.10.10.20.20.30.40.50.50.0 0.2 0.20.20.20.30.30.30.30.20.10.1 0.0 0.00.1 0.00.00.00.00.00.00.00.00.00.00.0 0.1 0.10.10.10.10.10.10.10.10.10.10.1 0.2 0.10.10.10.10.10.10.10.10.10.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.10.00.10.00.00.00.00.00.00.10.10.10.10.10.0 0.1 0.1 0.20.20.20.20.10.10.10.10.10.10.10.10.10.20.20.20.2 0.0 0.20.10.10.10.10.10.10.0 0.3 0.10.10.00.0 0.00.00.00.00.00.00.10.0 0.1 0.00.00.00.00.00.00.00.00.00.00.10.0 0.00.00.00.00.00.00.00.00.00.00.0 0.5 0.0 0.0 0.10.10.10.10.20.20.30.71.94.55.10.0 0.30.20.20.40.71.42.12.11.40.70.30.2 0.0 0.3 0.0 0.50.81.52.22.11.30.60.30.10.1 0.4 0.2 0.0 2.70.10.0 0.00.00.00.00.00.00.00.0 0.3 0.0 0.7 0.00.00.00.10.20.20.20.20.20.20.20.0 0.8 0.2 0.20.20.20.30.20.30.40.92.34.90.12.31.00.30.30.40.40.40.51.02.65.04.62.14.8 0.70.30.00.00.00.00.00.00.10.10.10.20.00.40.00.91.00.80.50.30.20.10.10.10.2 0.2 0.3 0.2 0.5 0.20.20.20.20.20.30.40.50.50.5 0.0 0.3 0.5 0.10.10.1 0.00.00.00.00.00.00.00.0 0.4 0.1 0.2 0.00.00.00.00.00.00.00.00.10.10.00.10.00.20.30.61.22.02.21.50.80.40.2 0.4 0.1 1.00.81.01.00.80.50.30.20.20.20.30.4 0.0 0.8 0.2 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0.11.22.14.18.04.20.70.51.50.46.76.80.81.22.45.27.8 0.1 0.9 0.0 0.0 4.94.60.71.01.72.93.1 0.4 0.01.40.00.0 0.10.10.10.20.30.3 0.0 0.91.32.71.91.20.70.72.5 0.0 1.51.20.70.00.00.10.10.1 0.0 2.5 2.20.0 0.80.00.00.00.10.0 0.00.00.60.00.70.10.10.10.00.02.51.9 0.0 0.0 0.1 0.60.00.30.10.10.0 0.0 0.0 0.0 1.0 0.10.10.10.10.20.40.8 0.2 0.0 0.50.10.10.10.10.20.01.21.00.80.60.90.51.01.00.80.60.50.8 4.5 0.8 0.0 0.70.00.00.00.00.0 0.0 1.0 0.0 2.5 0.00.00.00.00.00.07.74.00.0 0.70.00.00.00.00.00.03.52.50.90.91.51.42.82.01.30.80.72.9 0.7 1.5 0.7 1.9 0.00.00.00.00.06.13.60.00.90.03.46.73.41.60.90.76.9 2.8 1.7 1.1 2.0 3.46.83.51.60.90.77.5 0.0 2.01.00.80.00.00.00.00.0 0.00.0 4.6 1.80.10.10.10.20.20.30.30.40.6 0.0 5.68.43.61.10.50.40.4 1.5 0.4 3.34.92.41.00.40.50.60.60.6 0.0 1.3 0.0 7.06.12.50.80.30.10.1 0.4 0.7 1.60.80.90.80.60.60.92.10.44.82.40.40.10.10.00.0 0.00.10.1 5.50.50.61.44.58.84.91.50.50.40.30.60.80.50.40.50.92.87.57.0 1.2 0.6 0.60.71.12.02.82.71.81.0 5.0 0.50.50.60.60.81.42.53.83.62.10.52.41.91.10.70.60.50.40.40.50.51.40.52.92.41.40.80.50.50.50.10.8 0.7 0.8 0.40.40.50.81.63.75.60.41.60.60.40.40.40.50.40.50.6 1.3 3.90.22.6 0.10.0 0.00.00.10.10.10.40.1 0.3 0.20.40.81.94.35.33.11.30.1 0.10.10.10.10.20.30.30.30.00.20.00.10.10.10.00.00.00.0 0.1 0.3 0.20.10.20.20.30.40.50.50.5 0.1 0.2 0.0 0.10.10.0 0.00.00.00.00.0 0.4 0.00.30.30.30.30.20.20.10.00.10.1 0.00.00.00.00.00.00.0 0.1 0.10.00.00.00.00.00.00.00.00.00.20.00.20.00.00.00.00.00.10.1 0.0 0.0 0.90.00.00.10.10.20.20.3 0.1 0.70.01.00.80.60.30.20.10.10.00.50.0 0.8 0.10.10.10.00.00.00.00.00.00.00.10.10.10.10.10.10.0 0.0 0.0 0.10.00.00.00.00.00.00.00.00.00.00.10.00.00.00.00.00.00.0 0.1 0.00.50.10.00.00.10.10.10.10.20.00.50.00.50.40.30.20.10.10.10.10.3 0.0 0.00.0 0.00.00.00.00.00.10.0 0.1 0.00.10.10.10.10.10.1 0.1 0.0 0.10.00.00.00.00.00.00.00.00.10.10.10.10.10.10.10.10.10.1 0.0 0.0 0.10.00.00.00.00.00.00.10.10.10.00.10.10.10.10.10.10.00.00.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0 0.0 0.0 0.00.00.00.00.00.00.00.0 0.0 0.00.00.00.00.10.10.10.10.10.20.00.00.10.20.20.20.20.10.10.10.00.10.00.00.00.00.00.00.00.00.20.1 0.0 0.2 0.10.10.10.00.00.00.00.10.00.10.00.00.00.00.00.00.0 0.2 0.00.00.0 0.20.10.10.10.00.0 0.00.10.0 0.2 0.00.00.00.00.10.10.10.10.0 0.3 0.00.0 0.10.10.10.10.22.20.3 0.0 0.30.10.80.90.70.50.5 0.0 0.2 1.40.80.32.82.01.20.80.73.70.02.90.00.80.68.35.42.41.10.8 1.6 5.8 0.30.20.20.62.46.85.81.8 1.2 0.20.10.40.40.30.20.10.00.0 0.1 0.5 0.00.90.60.54.83.91.91.00.7 0.2 0.0 0.2 0.00.0 0.00.10.10.10.1 0.4 0.0 2.17.03.17.03.91.81.10.9 0.8 3.20.71.30.80.61.31.51.20.90.71.9 0.01.10.90.70.70.91.11.10.9 3.5 0.0 1.5 0.00.0 0.10.10.10.20.40.0 0.0 0.0 0.0 0.80.73.93.41.91.00.83.20.06.90.00.0 0.10.10.10.20.3 0.0 0.01.9 0.6 0.00.0 0.10.10.10.20.31.51.1 0.0 2.81.17.03.81.81.00.84.60.6 0.00.30.20.20.10.10.10.10.10.02.20.00.00.00.10.10.10.2 0.0 0.10.1 0.50.20.10.00.0 0.00.00.00.60.11.30.10.10.20.30.81.52.30.10.1 0.2 0.0 0.00.00.00.00.00.1 0.1 0.1 0.2 0.30.50.81.11.00.80.50.30.1 0.40.10.00.00.00.00.00.10.20.10.40.10.71.21.92.31.70.90.4 5.3 0.3 0.0 5.18.33.71.00.30.10.0 1.2 0.00.8 0.00.10.10.10.10.10.10.2 0.00.00.00.30.70.70.50.40.20.11.70.00.80.00.00.00.01.31.61.1 2.6 0.1 0.00.30.20.20.10.10.10.00.00.30.00.20.40.60.60.60.81.74.1 0.0 0.00.13.25.55.02.10.70.30.20.20.30.20.90.10.10.00.00.00.00.00.10.2 Page 94 of 206 Filename: C:\Users\Eric\Rouzer Group\Rouzer Inside - Rouzer Inside Documents\RAB\Rouzer Layouts\Erics AGI\Legacy Crossing Garages.AGI Scale: as noted ## Filename: Legacy Crossing Garages.AGI ## Date:6/7/2026 ## NOTES: * The light loss factor (LLF) is a product of many variables, only lamp lumen depreciation (LLD) has been applied to the calculated results unless otherwise noted. The LLD is the result (quotient) of mean lumens / initial lumens per lamp manufacturers' specifications. * Illumination values shown (in footcandles) are the predicted results for planes of calculation either to the plane of calculation. * The calculated results of this lighting simulation represent an anticipated prediction of system performance. Actual measured results may vary from the anticipated performance and are subject to means and methods which are beyond the control of the designer. * Mounting height determination is job site specific, our lighting simulations assume a mounting height (insertion point of the luminaire symbol) to be taken at the top of the symbol for ceiling mounted luminaires and at the bottom of the symbol for all other luminaire mounting configurations. * RAB Lighting Inc. luminaire and product designs are protected under U.S. and International intellectual property laws. horizontal, vertical or inclined as designated in the calculation summary. Meter orientation is normal Patents issued or pending apply. ## T h e ## L i g h t i n g ## A n a l y s i s , e z ## L a y o u t , ## E n e r g y ## A n a l y s i s a n d / o r ## V i s u a l ## S i m u l a t i o n ( " ## L i g h t i n g ## D e s i g n ) p r o v i d e d b y ## R ## O ## U ## Z ## E ## R ( " ## R ## O ## U ## Z ## E ## R " ) r e p r e s e n t s a n a n t i c i p a t e d p r e d i c t i o n o f l i g h t i n g s y s t e m p e r f o r m a n c e b a s e d u p o n d e s i g n p a r a m e t e r s a n d i n f o r m a t i o n s u p p l i e d b y o t h e r s . ## T h e s e d e s i g n p a r a m e t e r s a n d i n f o r m a t i o n p r o v i d e d b y o t h e r s h a v e n o t b e e n f i e l d v e r i f i e d b y ## R ## O ## U ## Z ## E ## R a n d t h e r e f o r e a c t u a l m e a s u r e d r e s u l t s m a y v a r y f r o m t h e a c t u a l f i e l d c o n d i t i o n s . ## R ## O ## U ## Z ## E ## R r e c o m m e n d s t h a t d e s i g n p a r a m e t e r s a n d o t h e r i n f o r m a t i o n b e f i e l d v e r i f i e d t o r e d u c e v a r i a t i o n . ## R ## O ## U ## Z ## E ## R n e i t h e r w a r r a n t i e s , e i t h e r i m p l i e d o r s t a t e d w i t h r e g a r d t o a c t u a l m e a s u r e d l i g h t l e v e l s o r e n e r g y c o n s u m p t i o n l e v e l s a s c o m p a r e d t o t h o s e i l l u s t r a t e d b y t h e ## L i g h t i n g ## D e s i g n . ## R ## O ## U ## Z ## E ## R n e i t h e r w a r r a n t i e s , e i t h e r i m p l i e d o r s t a t e d , n o r r e p r e s e n t s t h e a p p r o p r i a t e n e s s , c o m p l e t e n e s s o r s u i t a b i l i t y o f t h e ## L i g h t i n g ## D e s i g n i n t e n t a s c o m p l i a n t w i t h a n y a p p l i c a b l e r e g u l a t o r y c o d e r e q u i r e m e n t s w i t h t h e e x c e p t i o n o f t h o s e s p e c i f i c a l l y s t a t e d o n d r a w i n g s c r e a t e d a n d s u b m i t t e d b y ## R ## O ## U ## Z ## E ## R . ## T h e ## L i g h t i n g d e s i g n i s i s s u e d , i n w h o l e o r i n p a r t , a s a d v i s o r y d o c u m e n t s f o r i n f o r m a t i o n a l p u r p o s e s a n d i s n o t i n t e n d e d f o r c o n s t r u c t i o n n o r a s b e i n g p a r t o f a p r o j e c t ' s c o n s t r u c t i o n d o c u m e n t a t i o n p a c k a g e . ## Drawn By: Eric Nephew ## Job Name:Legacy Crossing GaragesLighting LayoutVersion A ## Prepared For: JH Larson ## ***LAYOUT AND BOM ARE SUBJECT TO APPROVAL*** ## Luminaire Schedule ## SymbolQty ## Calculation Summary ## LabelCalcType ## TagLabelArrangementLum. LumensArr. Lum. Lumens ## Expanded Luminaire Location Summary ## LLFDescriptionLum. WattsArr. WattsTotal Watts ## LumNoTagXYMTG HTOrientTilt ## UnitsAvgMaxMinAvg/Min ## 1W ## Max/MinDescriptionPtSpcLrPtSpcTbMeter Type ## SiteIlluminanceFc0.788.80.0 456.77429.961600 2 N.A.N.A.Readings taken at 0'-0" AFG1010 ## W455.64314.41600 3 ## Horizontal Garage AreaIlluminanceFc1.778.80.0N.A.N.A. 320.83422.361600 ## 5W192.77414.081600 ## 6W192.77326.651600 ## 7W455.17233.31600 ## 8W455.17116.251600 ## 9W321.98233.741600 ## 10W321.98121.111600 ## 11W172.68129.371600 ## 12W172.68231.881600 ## 13W 29WWP2XFU60Single778077801.000WP2XFU60-60W_5K59.0459.041712.16 ## W320.83320.591600 ## 4W 530.02444.1816900 ## 14W155.36445.5216900 ## 15W159.16294.21162700 ## 16W281.645294.21162700 ## 17W415.72294.2162700 ## 18W535.18290.25162700 ## 19W535.19593.31162700 ## 20W416.23593.31162700 ## 21W277.93593.31162700 ## 22W505.89175.3161800 ## 23W373.66172.48161800 ## 24W228.63177.95161800 ## 25W505.83372.37161800 ## 26W373.65367.06161800 ## 27W240.36367.28161800 ## 28W120.44404.53161800 ## 29W130.79328.2161800 ## Total Quantity: 29 Page 95 of 206 ## Engineering Review Letter – Rezoning and Conditional Use Permit Date: July 7, 2026 ## To: Legacy Crossing, LLC From: D. Joseph Duncan II, P.E. – Belle Plaine City Engineer ## Subject: Legacy Crossing Garages This plan review is provided as part of the approval process for Rezoning and Conditional Use Permit for Legacy Crossing Garages. The comments provided with this review are generally higher level and do not reflect final permitting comments. Comments include the following: • Provide a snow management plan. Per MPCA Site Recommendations, snow should not be stored in the City’s stormwater management area south of the development. • Confirm hydrant coverage meets applicable building codes. Existing hydrant and watermain locations are shown below. The inset on Sheet C4.01 of the attached plan shows an 8” watermain that is better positioned for the purpose of locating a hydrant on the west side of the development and would eliminate the need for the long 6” pipe as shown on the proposed plan. Page 96 of 206 • The City shall provide pertinent hydrant and watermain details and specifications. Note that 5.5- ft watermain bury is too shallow in this area. Tracer wire is not used; rather underground utility locations are recorded by GPS. • Note that impervious surfacing over existing easements/municipal utilities is at owner’s risk. Any replacement required from utility maintenance is at owner’s expense. • Provide a figure showing emergency vehicle circulation throughout the site. • A stormwater pollution prevention plan (SWPPP) conforming to MPCA NPDES standards shall be provided as part of the plans. • Driveways from public streets shall be concrete aprons with drive over curb versus curb returns as shown. • Location of south drive – prefer access is located at the middle aisle due to proximity to South Street. • South curb line is shown on the property line, with no setback acknowledged. • 3E callout for NO CURB – curb should be added but a 0” height is permittable for allowing drainage out. • No curb provided at the east end of middle E/W drive aisle. Explain 4C in this location (FD manual gate). How exactly is access permitted with curb and turf between the street and drive aisle? • Confirm whether any site signage (monument/business) is being constructed and its location. • Recommend higher contrast hatches for HMA and PCC to provide clarity of surface types. • Some grades are minimal on HMA. • Confirm pavement detail design. The detail doesn’t actually provide what the section consists of. • Confirm what the “waterlip” detail is, material, whether there is a slope, and where it is located. • Note that any work within the City’s basin should maintain/re-establish existing contour(s). • Outlet protection on the basin control structure is required. • Hydrology supporting the use of the “cunette” instead of catch basins and outfalls to the basin should be provided (erosion concern). If cunettes are deemed sufficient, proper sized riprap shall be extended with proper geometry to toe of slope. • Confirmation that the proposed development is in conformance with the existing hydraulics and infrastructure, along with current MPCA standards. A memo with sufficient information shall be provided with items such as but not limited to peak flow mitigation, water quality volume compliance, and basin high-water levels. • Recommendation – review and incorporate typical Minnesota details, verbiage, etc. for clarity to local contractors and permitting agencies. On site utility design and details/notes should be reviewed for compliance with local and MnDLI standards. Please contact me with any questions. ## Sincerely, D. Joseph Duncan II P.E. ## Belle Plaine City Engineer Office: 507-902-2864 ## Joe.Duncan@bolton-menk.com Page 97 of 206 ## BELLE PLAINE CITY COUNCIL ## RESOLUTION 26-086 ## RESOLUTION APPROVING A CONDITIONAL USE PERMIT AND SITE PLAN PROVIDING FOR ## CONTRACTOR STORAGE GARAGES AT LOT 1, BLOCK 1, VALLEY BUSINESS PARK FOURTH ## SUBDIVISION ## Legal: Lot 1, Block 1, Valley Business Park Fourth WHEREAS, Legacy Crossing LLC (the “Applicant”) has entered into a purchase agreement for the aforementioned parcel; and, WHEREAS, The City of Belle Plaine (the “Property Owner”) is the Fee Owner of the aforementioned property in the City of Belle Plaine; and, WHEREAS, Lot 1, Block 1, Valley Business Park Fourth was created by the plat approved on April 20 th , 2026, which replatted the former Lots 1-4, Valley Business Park Third, into a single lot for future industrial/commercial development; and WHEREAS, the Applicant and the Property Owner have submitted an application for a Conditional Use Permit to allow contractor storage garages at the subject property; and, WHEREAS, site plan review is being considered as part of the Conditional Use Permit review; and, WHEREAS, the subject property planned use is industrial/commercial and existing zoning is I-C Commercial/Industrial Zone and proposed to be rezoned to I-2 General Industrial; and, WHEREAS, the proposed use is a conditional use within the I-2 District; and, WHEREAS, Section 1103.07 of the City Code requires approval of site plans for new commercial structures; and, WHEREAS, the Planning Commission has reviewed application materials and applicable code standards; and, WHEREAS, The Planning Commission has reviewed criteria for approving site plans and finds: 1. The use is consistent with the Comprehensive Plan. The subject parcel is guided toward industrial/commercial use. 2. The use is consistent with the purpose of the I-2 General Industrial District. The I-2 District provides for general industrial activities which have access to thoroughfares and effective controls for nuisance and pollution. It is intended to provide a compatible relationship with other land uses. Adjacent uses include commercial and industrial uses. 3. The proposed use will not stress government facilities or available utilities. The facility will not be an industrial water or wastewater user. 4. The subject property is planned and zoned for industrial/commercial use. Outdoor storage is not proposed. As a condition of approval the proposed use may not exceed Code thresholds for noise, vibration, odor, smoke, glare, etc. 5. The use is consistent with abutting uses and operations will primarily be contained within structures. 6. Existing and future uses in the vicinity of the proposed use are primarily industrial and commercial. 7. Adequate utilities, access roads, drainage, and necessary facilities will be provided. The site was developed with commercial/industrial use in mind. Page 98 of 206 Resolution 26-086 Page 2 of 4 8. Adequate measures have been/will be taken to provide for vehicular and pedestrian safety and convenience to, from, and within the site. Pedestrian traffic to/from the site is not anticipated. Vehicle access will be off of Diversified Drive with adequate setback from adjacent intersections. Future trails are proposed on the south and west sides of the parcels. WHEREAS, the City Council, on July 20, 2026, reviewed the site plan and accepted the Planning Commission’s findings. ## NOW THEREFORE BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF BELLE PLAINE THAT: the City Council hereby approves a Conditional Use Permit as requested by Legacy Crossing LLC for Contractor Storage Garages located at Lot 1, Block 1, Valley Business Park Fourth as represented in Exhibit A attached hereto, subject to the following conditions: 1. The “Use” is defined as Contractor Storage Garages. The conditional use permit shall be valid only for the Use defined herein. 2. Establishment of the Use as defined within the application materials submitted with a request for CUP approval and as defined within a staff memo dated July 20, 2026 submitted by Community Development staff. 3. Rezoning of the parcel from I-C to I-2. 4. The conditional use permit is effective upon recording of the conditional use permit at the Scott County Recorder’s Office. The Use shall not be commenced until the conditional use permit is recorded. The conditional use permit shall not be recorded until revised plans are submitted for administrative review and approved including incorporation of all City Engineer’s comments. 5. Outdoor storage is not permitted unless a conditional use permit is issued under Section 1107.08, Subd. 2 of the City Code as may be amended. 6. Plan revisions are required, including: a. Plans shall be revised to illustrate building setback requirements are met. b. Plans should be revised to illustrate all impervious surfaces a minimum of 5’ from property lines. c. Plans should be revised to show snow storage location. d. Plans should be revised to show 1% pedestrian use area. e. A statement by architect or supplier verifying building material equivalency with Class 1 materials is required. Plans shall be revised to illustrate vertical breaks to meet code design standard. f. Plans shall be revised to illustrate adherence to Minnesota State Fire Code including, but not limited to proximity of structure to fire hydrants. g. Turn radius study shall be submitted for review by fire official. h. Revised plans shall verify the location that the water and sanitary sewer service enter the building(s). i. Revised plans shall show space for recycling per MN Rules 1303.1500. j. Revised plans are subject to review and approval by the City Engineer, the Building Official, and the Community Development Director. 7. The use shall remain in compliance with Section 1107.01 of the City Code pertaining to general performance standards for all types of uses including smoke, dust, odor, noise, glare, etc 8. Signage shall require submittal and approval of a sign permit application. 9. Address numbers are required to be placed on each building per MN State Fire Code and visible as you enter from the main entrance. Indicate on plan how compliance with this requirement will be achieved. 10. Issuance of any/all permits as required by the Building Official. 11. The site and plans and all correspondence, reports, and, if applicable, conditions and restrictions placed upon the conditional use permit by the Belle Plaine Planning Commission shall be made a part of the conditional use permit resolution. 12. This conditional use permit shall expire if Phase I of construction is not commenced within one (1) year of approval, or if the Use is not commenced within ninety (90) days following the completion of Phase I, or a petition for an extension of time has been granted by the City Council. Construction shall be deemed commenced upon initiation of physical site work. Page 99 of 206 Resolution 26-086 Page 3 of 4 13. Applicant shall complete all build-out phases per the following timeline: Phase I Completion by June, 2027, Phase II Completion by June, 2028, and Phase III Completion by April 2029. 14. This conditional use permit shall be subject to all applicable codes, regulations and ordinances, and the conditions of approval contained herein. A violation of any applicable codes, regulations and ordinances, and the conditions of approval herein shall be grounds for revocation. 15. This conditional use permit may be subject to annual inspection and audit by the City. 16. This conditional use permit shall expire if the Use ceases for more than twelve (12) consecutive months, in the event the structure is destroyed and a building permit is not issued within 180 days, or if the Use is changed to a different Use. 17. The Conditional Use permitted under this Resolution may not change to another conditional use or further intensified without a new application and approval by the City Council. 18. The Use permitted under this resolution shall remain in effect as long as the conditions of the Resolution are observed. The adoption of the foregoing resolution was duly moved by Councilmember ______ and seconded by Councilmember ______, and after full discussion thereof and upon a vote being taken thereon, the following Councilmembers voted in favor thereof: _______. and the following voted against the same: _______. Whereupon said resolution was declared duly passed and adopted. Dated this 20 th day of July, 2026. ## ATTEST: ___________________ _______________________ James Evans Dawn Meyer Mayor City Administrator Page 100 of 206 ## EXHIBIT A (RESOLUTION 26-086) ## SITE PLAN Page 101 of 206 Page 102 of 206 Page 103 of 206 Page 104 of 206 Page 105 of 206 Page 106 of 206 Page 107 of 206 Page 108 of 206 Page 109 of 206 Page 110 of 206 Page 111 of 206 Page 112 of 206 Page 113 of 206 Page 114 of 206 Page 115 of 206 Page 116 of 206 Page 117 of 206 Page 118 of 206 Page 119 of 206 Page 120 of 206 Page 121 of 206 Page 122 of 206 Page 123 of 206 Page 124 of 206 Page 125 of 206 Page 126 of 206 Page 127 of 206 Page 128 of 206 Page 129 of 206 Page 130 of 206 Page 131 of 206 Page 132 of 206 Page 133 of 206 Page 134 of 206 Page 135 of 206 Page 136 of 206 Page 137 of 206 Page 138 of 206 Page 139 of 206 Page 140 of 206 Page 141 of 206 Page 142 of 206 Page 143 of 206 Page 144 of 206 Page 145 of 206 Page 146 of 206 Page 147 of 206 ## From 1. 2. 3. 4. 5. a.X b.X c.X d. 6. 7. 8. 9. ## Jack PearsonPresident Name:D. Joseph Duncan II, P.E. ## Name:Dawn MeyerName:Todd Otto ## Original Contract Price Total Work completed and materials stored to date (Sum of Column L Unit Price Total and Column M Stored Materials) Balance to finish, including retainage (Line 3 - Line 4) 6/16/2026 ## Application Date:6/16/2026 124,549.70$ -$ 90,099.93$ 124,549.70$ ## Retainage Current Contract Price (Line 1 + Line 2) ## Net change by Change Orders ## Liquidated Damages (Lump Sum) 4,505.00$ ## Contractor's Application for Payment ## Application No.:1 ## City of Belle Plaine Pearson Brothers, Inc. Bolton & Menk, Inc. ## 2026 Pavement Maintenance ## Owner's Project No.: ## Engineer's Project No.: ## Agency's Project No.: ## Application Period: ## Owner: 6/1/2026 ## Contractor: ## Engineer: ## Project: ## 26X.142541 to -$ 85,594.93$ 4,505.00$ $ 90,099.93 $ - The undersigned Contractor certifies, to the best of its knowledge, the following: (1) All previous progress payments received from Owner on account of Work done under the Contract have been applied on account to discharge Contractor's legitimate obligations incurred in connection with the Work covered by prior Applications for ## Payment; (2) Title to all Work, materials and equipment incorporated in said Work, or otherwise listed in or covered by this Application for Payment, will pass to Owner at time of payment free and clear of all liens, security interests, and encumbrances (except such as are covered by a bond acceptable to Owner indemnifying Owner against any such liens, security interest, or encumbrances); and (3) All the Work covered by this Application for Payment is in accordance with the Contract Documents and is not defective. ## Recommended by Engineer ## Name:Title: ## Work Completed ## Stored Materials Total Retainage (Line 5.a + Line 5.b + Line 5.c) Amount eligible to date (Line 4 - Line 5.d) Less previous payments Amount due this application -$ 34,449.77$ ## Contractor's Certification ## Contractor: ## Public Works Superintendent ## Approved by Owner ## By: ## Title: ## By: ## Title:City Administrator ## By: ## Title: 5% ## Date:Date: ## Date: 85,594.93$ ## City Engineer ## Signature:Date: Pearson Brothers, Inc., 11079 Lamont Avenue NE, Hanover, MN 55341-4063 ## EJCDC C-620 Contractor's Application for Payment (c) 2018 National Society of Professional Engineers for EJCDC. All rights reserved. ## Docusign Envelope ID: AE734271-CFEF-86B8-8192-AB2A09B75BC1 June 17, 2026 June 17, 2026 June 17, 2026 June 17, 2026 Page 148 of 206 ## Contractor's Application for Payment ## City of Belle Plaine ## Owner's Project Bolton & Menk, Inc. ## Engineer's ## 26X.142541 Pearson Brothers, Inc. ## Agency's Project ## 2026 Pavement Maintenance 1 ## From 06/01/26 to 06/16/26 ## Application Date: ## A ## A1 ## C ## D ## E ## F ## G ## H ## I ## J ## K ## L ## M ## Item Quantity ## Units ## Unit Price ($) ## Value of Bid Item ## (C X E) ($) ## Quantity Previous ## Estimate ## Value Previous ## Estimate ## (E X G) ($) ## Quantity This ## Estimate ## (K - G) ## Value This ## Estimate ## (E X I) ($) ## Estimated ## Quantity Incorporated in the Work ## Value of Work ## Completed to Date ## (E X K) ($) ## BASE BID - WEST COMMERCE DR 1 ## 1.00 LS 1,500.00 1,500.00 - 1.00 1,500.00 1.00 1,500.00 100% 2 ## 2.00 EA 500.00 1,000.00 - 1.00 500.00 1.00 500.00 50% 3 ## 31,890.00 SY 1.41 44,964.90 - 31,890.00 44,964.90 31,890.00 44,964.90 100% 4 ## 10,000.00 LF 0.75 7,500.00 - 10,340.00 7,755.00 10,340.00 7,755.00 103% 5 ## 31,890.00 SY 0.38 12,118.20 - - - - - 6 ## 20,990.00 LF 0.20 4,198.00 - - - - - 7 ## 100.00 LF 0.20 20.00 - - - - - 8 ## 9,220.00 LF 0.40 3,688.00 - - - - - 9 ## 780.00 LF 2.50 1,950.00 - - - - - 10 ## 100.00 EA 45.00 4,500.00 - - - - - ## ADD ALTERNATE A - FOREST STREET AND HICKORY BLVD ## A.1 ## 1.00 LS $0.00 45.00 - 1.00 - 1.00 - ## A.2 ## 2.00 EA 500.00 1,000.00 - 1.00 500.00 1.00 500.00 50% ## A.3 ## 11,330.00 SY 1.41 15,975.30 - 12,273.00 17,304.93 12,273.00 17,304.93 108% ## A.4 ## 1,800.00 LF 0.75 1,350.00 - 632.00 474.00 632.00 474.00 35% ## A.5 ## 11,330.00 SY 0.38 4,305.40 - - - - - ## A.6 ## 500.00 LF 0.20 100.00 - - - - - ## A.7 ## 100.00 LF 0.20 20.00 - - - - - ## A.8 ## 720.00 LF 0.40 288.00 - - - - - ## A.9 ## 160.00 LF 2.50 400.00 - - - - - ## A.10 ## 8.00 EA 45.00 360.00 - - - - - ## ADD ALTERNATE B - ELK STREET AND OAK VILLAGE CT ## B.1 ## 1.00 LS $0.00 $0.00 - 1.00 - 1.00 - ## B.2 ## 2.00 EA 500.00 1,000.00 - 1.00 500.00 1.00 500.00 50% ## B.3 ## 8,110.00 SY 1.41 11,435.10 - 8,110.00 11,435.10 8,110.00 11,435.10 100% ## B.4 ## 4,400.00 LF 0.75 3,300.00 - 6,888.00 5,166.00 6,888.00 5,166.00 157% ## B.5 ## 8,110.00 SY 0.38 3,081.80 - - - - - ## B.6 ## 1,650.00 LF 0.20 330.00 - - - - - ## B.7 ## 600.00 LF 0.20 120.00 - - - - - - - 124,549.70$ -$ 90,099.93$ 90,099.93$ 4" BROKEN LINE PAINT4" DOUBLE SOLID LINE PAINT12" STRIPEPAVEMENT MESSAGETRAFFIC CONTROLSTREET SWEEPINGCHIP SEAL COAT (CLASS A, GREY)CRACK SEAL - ROUT & FILLFOG SEAL4" SOLID LINE PAINT4" BROKEN LINE PAINT4" DOUBLE SOLID LINE PAINT ## MnDO ## T Item No. ## Description ## Progress Estimate - Unit Price Work ## FOG SEAL4" SOLID LINE PAINT ## Application Period: ## Owner:Engineer:Contractor:Project: 12" STRIPE4" SOLID LINE PAINT4" BROKEN LINE PAINTCHIP SEAL COAT (CLASS A, GREY)CRACK SEAL - ROUT & FILL ## Application No.: ## B TRAFFIC CONTROLSTREET SWEEPINGPAVEMENT MESSAGECHIP SEAL COAT (CLASS A, GREY)CRACK SEAL - ROUT & FILL ## Original Contract Totals ## Work Completed This Estimate ## FOG SEAL ## Original Contract % of Value of ## Item ## (L / F) (%) ## Work CompletedContract Information ## Bid Item No. ## Previous Estimate ## TRAFFIC CONTROLSTREET SWEEPING ## Unit Price ## EJCDC C-620 Contractor's Application for Payment (c) 2018 National Society of Professional Engineers for EJCDC. All rights reserved. 2 of 2 ## Docusign Envelope ID: AE734271-CFEF-86B8-8192-AB2A09B75BC1 Page 149 of 206 ## From 1. 2. 3. 4. 5. a.X b.X c.X d. 6. 7. 8. 9. ## Jack PearsonPresident Name:D. Joseph Duncan II, P.E. ## Name:Dawn MeyerName:Todd Otto ## By: ## Title: 5% ## Date:Date: ## Date: 112,420.03$ ## City Engineer ## Signature:Date: Pearson Brothers, Inc., 11079 Lamont Avenue NE, Hanover, MN 55341-4063 ## Public Works Superintendent ## Approved by Owner ## By: ## Title: ## By: ## Title:City Administrator 26,825.10$ 85,594.93$ 5,916.84$ $ 118,336.87 $ - The undersigned Contractor certifies, to the best of its knowledge, the following: (1) All previous progress payments received from Owner on account of Work done under the Contract have been applied on account to discharge Contractor's legitimate obligations incurred in connection with the Work covered by prior Applications for ## Payment; (2) Title to all Work, materials and equipment incorporated in said Work, or otherwise listed in or covered by this Application for Payment, will pass to Owner at time of payment free and clear of all liens, security interests, and encumbrances (except such as are covered by a bond acceptable to Owner indemnifying Owner against any such liens, security interest, or encumbrances); and (3) All the Work covered by this Application for Payment is in accordance with the Contract Documents and is not defective. ## Recommended by Engineer ## Name:Title: ## Work Completed ## Stored Materials Total Retainage (Line 5.a + Line 5.b + Line 5.c) Amount eligible to date (Line 4 - Line 5.d) Less previous payments Amount due this application -$ 6,212.83$ ## Contractor's Certification ## Contractor: ## Contractor's Application for Payment ## Application No.:2 ## City of Belle Plaine Pearson Brothers, Inc. Bolton & Menk, Inc. ## 2026 Pavement Maintenance ## Owner's Project No.: ## Engineer's Project No.: ## Agency's Project No.: ## Application Period: ## Owner: 6/17/2026 ## Contractor: ## Engineer: ## Project: ## 26X.142541 to ## Original Contract Price Total Work completed and materials stored to date (Sum of Column L Unit Price Total and Column M Stored Materials) Balance to finish, including retainage (Line 3 - Line 4) 6/25/2026 ## Application Date:6/26/2026 124,549.70$ -$ 118,336.87$ 124,549.70$ ## Retainage Current Contract Price (Line 1 + Line 2) ## Net change by Change Orders ## Liquidated Damages (Lump Sum) 5,916.84$ -$ ## EJCDC C-620 Contractor's Application for Payment (c) 2018 National Society of Professional Engineers for EJCDC. All rights reserved. ## Docusign Envelope ID: 919E5DC3-E2F5-88D2-8213-42FFE614C6CA June 29, 2026 June 29, 2026 June 29, 2026 June 29, 2026 Page 150 of 206 ## Contractor's Application for Payment ## City of Belle Plaine ## Owner's Project Bolton & Menk, Inc. ## Engineer's ## 26X.142541 Pearson Brothers, Inc. ## Agency's Project ## 2026 Pavement Maintenance 2 ## From 06/17/26 to 06/25/26 ## Application Date: 06/26/26 ## A ## C ## D ## E ## F ## G ## H ## I ## J ## K ## L ## M ## Item Quantity ## Units ## Unit Price ($) ## Value of Bid Item ## (C X E) ($) ## Quantity Previous ## Estimate ## Value Previous ## Estimate ## (E X G) ($) ## Quantity This ## Estimate ## (K - G) ## Value This ## Estimate ## (E X I) ($) ## Estimated ## Quantity Incorporated in the Work ## Value of Work ## Completed to Date ## (E X K) ($) ## BASE BID - WEST COMMERCE DR 1 ## 1.00 LS 1,500.00 1,500.00 1.00 1,500.00 - - 1.00 1,500.00 100% 2 ## 2.00 EA 500.00 1,000.00 1.00 500.00 - - 1.00 500.00 50% 3 ## 31,890.00 SY 1.41 44,964.90 31,890.00 44,964.90 - - 31,890.00 44,964.90 100% 4 ## 10,000.00 LF 0.75 7,500.00 10,340.00 7,755.00 - - 10,340.00 7,755.00 103% 5 ## 31,890.00 SY 0.38 12,118.20 - - 32,000.00 12,160.00 32,000.00 12,160.00 100% 6 ## 20,990.00 LF 0.20 4,198.00 - - 20,990.00 4,198.00 20,990.00 4,198.00 100% 7 ## 100.00 LF 0.20 20.00 - - 100.00 20.00 100.00 20.00 100% 8 ## 9,220.00 LF 0.40 3,688.00 - - 8,243.00 3,297.20 8,243.00 3,297.20 89% 9 ## 780.00 LF 2.50 1,950.00 - - - - - - 10 ## 100.00 EA 45.00 4,500.00 - - - - - - ## ADD ALTERNATE A - FOREST STREET AND HICKORY BLVD ## A.1 ## 1.00 LS $0.00 45.00 1.00 - - - 1.00 - ## A.2 ## 2.00 EA 500.00 1,000.00 1.00 500.00 - - 1.00 500.00 50% ## A.3 ## 11,330.00 SY 1.41 15,975.30 12,273.00 17,304.93 - - 12,273.00 17,304.93 108% ## A.4 ## 1,800.00 LF 0.75 1,350.00 632.00 474.00 - - 632.00 474.00 35% ## A.5 ## 11,330.00 SY 0.38 4,305.40 - - 12,000.00 4,560.00 12,000.00 4,560.00 106% ## A.6 ## 500.00 LF 0.20 100.00 - - 500.00 100.00 500.00 100.00 100% ## A.7 ## 100.00 LF 0.20 20.00 - - 100.00 20.00 100.00 20.00 100% ## A.8 ## 720.00 LF 0.40 288.00 - - 720.00 288.00 720.00 288.00 100% ## A.9 ## 160.00 LF 2.50 400.00 - - - - - - ## A.10 ## 8.00 EA 45.00 360.00 - - - - - - ## ADD ALTERNATE B - ELK STREET AND OAK VILLAGE CT ## B.1 ## 1.00 LS $0.00 $0.00 1.00 - - - 1.00 - ## B.2 ## 2.00 EA 500.00 1,000.00 1.00 500.00 - - 1.00 500.00 50% ## B.3 ## 8,110.00 SY 1.41 11,435.10 8,110.00 11,435.10 - - 8,110.00 11,435.10 100% ## B.4 ## 4,400.00 LF 0.75 3,300.00 6,888.00 5,166.00 - - 6,888.00 5,166.00 157% ## B.5 ## 8,110.00 SY 0.38 3,081.80 - - 8,273.00 3,143.74 8,273.00 3,143.74 102% ## B.6 ## 1,650.00 LF 0.20 330.00 - - 1,650.00 330.00 1,650.00 330.00 100% ## B.7 ## 600.00 LF 0.20 120.00 - - 600.00 120.00 600.00 120.00 100% - - 124,549.70$ 90,099.93$ 28,236.94$ 118,336.87$ ## Work Completed This Estimate ## FOG SEAL ## Original Contract % of Value of ## Item ## (L / F) (%) ## Work CompletedContract Information ## Bid Item No. ## Previous Estimate ## TRAFFIC CONTROLSTREET SWEEPINGCHIP SEAL COAT (CLASS A, GREY)CRACK SEAL - ROUT & FILL ## Description ## Original Contract Totals ## Progress Estimate - Unit Price Work ## FOG SEAL4" SOLID LINE PAINT ## Application Period: ## Owner:Engineer:Contractor:Project: 12" STRIPE4" SOLID LINE PAINT4" BROKEN LINE PAINTCHIP SEAL COAT (CLASS A, GREY)CRACK SEAL - ROUT & FILL ## Application No.: ## B TRAFFIC CONTROL4" BROKEN LINE PAINT4" DOUBLE SOLID LINE PAINT12" STRIPEPAVEMENT MESSAGETRAFFIC CONTROLSTREET SWEEPINGCHIP SEAL COAT (CLASS A, GREY)CRACK SEAL - ROUT & FILLFOG SEAL4" SOLID LINE PAINT4" BROKEN LINE PAINT4" DOUBLE SOLID LINE PAINTSTREET SWEEPINGPAVEMENT MESSAGE ## Unit Price ## EJCDC C-620 Contractor's Application for Payment (c) 2018 National Society of Professional Engineers for EJCDC. All rights reserved. 2 of 2 ## Docusign Envelope ID: 919E5DC3-E2F5-88D2-8213-42FFE614C6CA Page 151 of 206 ## From 1. 2. 3. 4. 5. a.X b.X c. 6. 7. 8. ## Cory HoernemannVice President Name:D. Joseph Duncan II, P.E. ## Name:Dawn MeyerName:Todd Otto to ## Original Contract Price Total Work completed and materials stored to date (Sum of Column G Lump Sum Total and Column J Unit Price Total) 6/26/2026 ## Application Date:7/1/2026 2,147,318.80$ 371,820.53$ 2,543,357.09$ 2,519,139.33$ ## Retainage Current Contract Price (Line 1 + Line 2) ## Net change by Change Orders ## Contractor's Application for Payment ## Application No.:9 ## City of Belle Plaine Wm. Mueller & Sons, Inc. Bolton & Menk, Inc. ## 2025 Street & Utility Improvements ## Owner's Project No.: ## Engineer's Project No.: ## Agency's Project No.: ## Application Period: ## Contract: ## Owner: 12/13/2025 ## Contractor: ## Engineer: ## Project: ## 0M1.133701 ## Public Works Superintendent ## Approved by Owner ## By: ## Title: ## By: ## Title:City Administrator ## By: ## Title: 50,867.14$ -$ 209,198.07$ 2,283,291.88$ 50,867.14$ $ 2,543,357.09 $ - The undersigned Contractor certifies, to the best of its knowledge, the following: (1) All previous progress payments received from Owner on account of Work done under the Contract have been applied on account to discharge Contractor's legitimate obligations incurred in connection with the Work covered by prior Applications for ## Payment; (2) Title to all Work, materials and equipment incorporated in said Work, or otherwise listed in or covered by this Application for Payment, will pass to Owner at time of payment free and clear of all liens, security interests, and encumbrances (except such as are covered by a bond acceptable to Owner indemnifying Owner against any such liens, security interest, or encumbrances); and (3) All the Work covered by this Application for Payment is in accordance with the Contract Documents and is not defective. ## Recommended by Engineer ## Name:Title: ## Work Completed ## Stored Materials Total Retainage (Line 5.a + Line 5.b) Amount eligible to date (Line 4 - Line 5.c) Less previous payments Amount due this application 2% ## Date:Date: ## Date: 2,492,489.95$ ## City Engineer ## Signature:Date: Wm. Mueller & Sons, Inc., 831 Park Avenue, PO Box 247, Hamburg, MN 55339 ## Contractor's Certification ## Contractor: ## EJCDC C-620 Contractor's Application for Payment (c) 2018 National Society of Professional Engineers for EJCDC. All rights reserved. ## Docusign Envelope ID: A6C154F2-DC8B-88C7-837F-4467B3C7A284 July 1, 2026 July 1, 2026 July 1, 2026 Page 152 of 206 ## Contractor's Application for Payment ## Owner's Project No.: ## Engineer's Project No.: ## 0M1.133701 ## Agency's Project No.: 9 ## From 12/13/25 to 06/26/26 07/01/26 ## A ## C ## D ## E ## F ## F1 ## F2 ## G ## H ## I ## J ## K ## Item Quantity ## Units ## Unit Price ($) ## Value of Bid Item ## (C X E) ($) ## Quantity Previous ## Estimate ## Value Previous ## Estimate ## Estimated ## Quantity Incorporated in the Work ## Value of Work ## Completed to Date ## (E X G) ($) ## BASE BID AREA A - PARK ST, WALNUT ST, ELM ST, LINDEN ST 1 1.00 LUMP SUM 49,400.00 49,400.00 0.90 44,460.00 1.00 49,400.00 49,400.00 100% 2 ## 39.00 EACH 360.00 14,040.00 36.00 12,960.00 36.00 12,960.00 12,960.00 92% 3 ## 41.00 EACH 95.00 3,895.00 36.00 3,420.00 36.00 3,420.00 3,420.00 88% 4 ## 8.00 EACH 300.00 2,400.00 9.00 2,700.00 9.00 2,700.00 2,700.00 113% 5 ## 5.00 EACH 300.00 1,500.00 5.00 1,500.00 5.00 1,500.00 1,500.00 100% 6 ## 22.00 EACH 300.00 6,600.00 22.00 6,600.00 22.00 6,600.00 6,600.00 100% 7 ## 17.00 EACH 45.00 765.00 10.00 450.00 17.00 765.00 765.00 100% 8 ## 2,235.00 LIN FT 5.00 11,175.00 2,237.00 11,185.00 2,237.00 11,185.00 11,185.00 100% 9 ## 6,380.00 LIN FT 4.00 25,520.00 6,862.00 27,448.00 6,862.00 27,448.00 27,448.00 108% 10 ## 715.00 SQ YD 9.20 6,578.00 659.00 6,062.80 659.00 6,062.80 6,062.80 92% 11 ## 16,120.00 SQ YD 2.28 36,753.60 16,766.57 38,227.78 16,766.57 38,227.78 38,227.78 104% 12 ## 600.00 SQ YD 8.00 4,800.00 599.00 4,792.00 599.00 4,792.00 4,792.00 100% 13 ## 1,100.00 SQ FT 1.50 1,650.00 1,706.00 2,559.00 1,706.00 2,559.00 2,559.00 155% 14 ## 6,870.00 CU YD 20.89 143,514.30 6,870.00 143,514.30 6,870.00 143,514.30 143,514.30 100% 15 ## 1,500.00 CU YD 0.01 15.00 1,445.00 14.45 1,445.00 14.45 14.45 96% 16 ## 1,500.00 CU YD 0.01 15.00 1,445.00 14.45 1,445.00 14.45 14.45 96% 17 ## 2,600.00 SQ YD 2.30 5,980.00 - - - - - 18 ## 4,310.00 CU YD 29.40 126,714.00 4,181.43 122,934.04 4,181.43 122,934.04 122,934.04 97% 19 ## 200.00 SQ YD 47.15 9,430.00 385.00 18,152.75 385.00 18,152.75 18,152.75 193% 20 ## 1,450.00 TON 82.95 120,277.50 379.70 31,496.12 1,698.70 140,907.17 140,907.17 117% 21 ## 1,910.00 TON 78.35 149,648.50 1,820.00 142,597.00 1,820.00 142,597.00 142,597.00 95% 22 ## 20.00 SQ YD 62.75 1,255.00 93.50 5,867.13 93.50 5,867.13 5,867.13 468% 23 ## 704.00 LIN FT 53.88 37,931.52 703.00 37,877.64 703.00 37,877.64 37,877.64 100% 24 ## 470.00 LIN FT 54.22 25,483.40 470.00 25,483.40 470.00 25,483.40 25,483.40 100% 25 ## 471.00 LIN FT 57.01 26,851.71 471.00 26,851.71 471.00 26,851.71 26,851.71 100% 26 ## 343.00 LIN FT 66.56 22,830.08 344.00 22,896.64 344.00 22,896.64 22,896.64 100% 27 ## 580.00 LIN FT 73.71 42,751.80 574.00 42,309.54 574.00 42,309.54 42,309.54 99% 28 ## 7.00 EACH 1,142.86 8,000.02 7.00 8,000.02 7.00 8,000.02 8,000.02 100% 29 ## 3.00 EACH 1,711.67 5,135.01 3.00 5,135.01 3.00 5,135.01 5,135.01 100% 30 ## 19.00 EACH 293.74 5,581.06 23.00 6,756.02 23.00 6,756.02 6,756.02 121% 31 ## 1,377.00 LIN FT 47.37 65,228.49 1,477.50 69,989.18 1,477.50 69,989.18 69,989.18 107% 32 ## 650.00 LIN FT 36.95 24,017.50 519.00 19,177.05 519.00 19,177.05 19,177.05 80% 33 1.00 LUMP SUM 8,000.00 8,000.00 3.00 24,000.00 3.00 24,000.00 24,000.00 300% 34 ## 9.00 EACH 1,466.67 13,200.03 11.00 16,133.37 11.00 16,133.37 16,133.37 122% 35 ## 6.00 EACH 12,830.83 76,984.98 6.00 76,984.98 6.00 76,984.98 76,984.98 100% 36 ## 8.00 EACH 415.00 3,320.00 2.00 830.00 8.00 3,320.00 3,320.00 100% 37 ## 15.00 EACH 779.13 11,686.95 23.00 17,919.99 23.00 17,919.99 17,919.99 153% 38 ## 6.00 EACH 2,475.67 14,854.02 6.00 14,854.02 6.00 14,854.02 14,854.02 100% 39 ## 7.00 EACH 3,243.57 22,704.99 7.00 22,704.99 7.00 22,704.99 22,704.99 100% 40 ## 15.00 EACH 894.33 13,414.95 23.00 20,569.59 23.00 20,569.59 20,569.59 153% 41 ## 845.00 LIN FT 17.89 15,117.05 807.00 14,437.23 807.00 14,437.23 14,437.23 96% 42 ## 101.00 LIN FT 52.96 5,348.96 95.00 5,031.20 95.00 5,031.20 5,031.20 94% 43 ## 1,413.00 LIN FT 66.04 93,314.52 1,456.00 96,154.24 1,456.00 96,154.24 96,154.24 103% 44 ## 943.00 POUND 0.01 9.43 1,215.00 12.15 1,215.00 12.15 12.15 129% 1" CURB STOP AND BOX1" TYPE PE PIPE6" PVC WATERMAIN8" PVC WATERMAINWATERMAIN FITTINGSHYDRANTADJUST VALVE BOX1" CORPORATION STOP6" GATE VALVE AND BOX8" GATE VALVE AND BOX8"X4" PVC WYE8" PVC PIPE SEWER4" PVC SANITARY SERVICE PIPETEMPORARY WATER SERVICECONNECT TO EXISTING WATER MAIN18" RC PIPE SEWER DESIGN 3006 CLASS III21" RC PIPE SEWER DESIGN 3006 CLASS III24" RC PIPE SEWER DESIGN 3006 CLASS IIICONNECT TO EXISTING SANITARY SEWERCONNECT TO EXISTING STORM SEWERREMOVE SEWER PIPE (STORM)REMOVE CURB AND GUTTERTYPE SP 9.5 WEARING COURSE MIXTURE (3,C)TYPE SP 12.5 NON WEARING COURSE MIXTURE (3,C)2" INSULATION12" RC PIPE SEWER DESIGN 3006 CLASS V15" RC PIPE SEWER DESIGN 3006 CLASS VEXCAVATION - SUBGRADESELECT GRANULAR EMBANKMENT (CV)SOIL STABILIZATION GEOGRIDAGGREGATE BASE (P)(CV) CLASS 5BITUMINOUS PATCH SPECIALREMOVE CONCRETE DRIVEWAY PAVEMENTREMOVE BITUMINOUS PAVEMENTREMOVE BITUMINOUS DRIVEWAY PAVEMENTREMOVE CONCRETE WALK ## Application Date:Application Period:Application No.: ## Original Contract ## Progress Estimate - Unit Price Work City of Belle PlaineBolton & Menk, Inc.Wm. Mueller & Sons, Inc.2025 Street & Utility Improvements ## Owner:Engineer:Contractor:Project:Contract: ## REMOVE DRAINAGE STRUCTUREREMOVE SIGN ## Previous Estimate ## B % of Value of ## Item ## (J / F) (%) ## MOBILIZATIONCLEARING ## Description ## Work Completed ## Materials Currently Stored (not in G) ($) ## Work Completed and Materials ## Stored to Date ## (H + I) ($) ## GRUBBINGREMOVE MANHOLE ## Contract Information ## Bid Item No. ## EXCAVATION - COMMON (P)REMOVE HYDRANT ## Unit Price ## EJCDC C-620 Contractor's Application for Payment (c) 2018 National Society of Professional Engineers for EJCDC. All rights reserved. 2 of 5 ## Docusign Envelope ID: A6C154F2-DC8B-88C7-837F-4467B3C7A284 Page 153 of 206 ## Contractor's Application for Payment ## Owner's Project No.: ## Engineer's Project No.: ## 0M1.133701 ## Agency's Project No.: 9 ## From 12/13/25 to 06/26/26 07/01/26 ## A ## C ## D ## E ## F ## F1 ## F2 ## G ## H ## I ## J ## K ## Item Quantity ## Units ## Unit Price ($) ## Value of Bid Item ## (C X E) ($) ## Quantity Previous ## Estimate ## Value Previous ## Estimate ## Estimated ## Quantity Incorporated in the Work ## Value of Work ## Completed to Date ## (E X G) ($) ## Application Date:Application Period:Application No.: ## Progress Estimate - Unit Price Work City of Belle PlaineBolton & Menk, Inc.Wm. Mueller & Sons, Inc.2025 Street & Utility Improvements ## Owner:Engineer:Contractor:Project:Contract: ## Previous Estimate ## B % of Value of ## Item ## (J / F) (%)Description ## Work Completed ## Materials Currently Stored (not in G) ($) ## Work Completed and Materials ## Stored to Date ## (H + I) ($) ## Contract Information ## Bid Item No. 45 ## 32.00 EACH 935.00 29,920.00 32.00 29,920.00 32.00 29,920.00 29,920.00 100% 46 ## 7.00 EACH 1,400.00 9,800.00 8.00 11,200.00 8.00 11,200.00 11,200.00 114% 47 ## 18.00 EACH 265.00 4,770.00 19.00 5,035.00 19.00 5,035.00 5,035.00 106% 48 ## 64.10 LIN FT 456.47 29,259.73 63.58 29,022.36 63.58 29,022.36 29,022.36 99% 49 ## 40.50 LIN FT 528.10 21,388.05 40.46 21,366.93 40.46 21,366.93 21,366.93 100% 50 ## 17.10 LIN FT 740.64 12,664.94 17.10 12,664.94 17.10 12,664.94 12,664.94 100% 51 ## 8.10 LIN FT 979.38 7,932.98 8.10 7,932.98 8.10 7,932.98 7,932.98 100% 52 ## 69.60 LIN FT 525.50 36,574.80 69.61 36,580.06 69.61 36,580.06 36,580.06 100% 53 ## 44.60 LIN FT 472.42 21,069.93 44.63 21,084.10 44.63 21,084.10 21,084.10 100% 54 ## 35.00 TON 225.00 7,875.00 - - - - - 55 ## 555.00 SQ FT 4.88 2,708.40 880.00 4,294.40 895.00 4,367.60 4,367.60 161% 56 ## 215.00 SQ FT 15.35 3,300.25 2,953.00 45,328.55 2,953.00 45,328.55 45,328.55 1373% 57 ## 100.00 EACH 15.00 1,500.00 93.00 1,395.00 93.00 1,395.00 1,395.00 93% 58 ## 6,485.00 LIN FT 17.84 115,692.40 7,009.00 125,040.56 7,009.00 125,040.56 125,040.56 108% 59 ## 1,350.00 SQ YD 64.50 87,075.00 1,153.00 74,368.50 1,153.00 74,368.50 74,368.50 85% 60 ## 36.00 SQ FT 45.00 1,620.00 104.00 4,680.00 104.00 4,680.00 4,680.00 289% 61 1.00 LUMP SUM 6,950.00 6,950.00 0.90 6,255.00 1.00 6,950.00 6,950.00 100% 62 ## 56.25 SQ FT 65.00 3,656.25 75.00 4,875.00 75.00 4,875.00 4,875.00 133% 63 ## 54.00 SQ FT 65.00 3,510.00 54.00 3,510.00 54.00 3,510.00 3,510.00 100% 64 ## 2.00 EACH 750.00 1,500.00 - - - - - 65 ## 23.00 EACH 150.00 3,450.00 25.00 3,750.00 25.00 3,750.00 3,750.00 109% 66 ## 320.00 LIN FT 4.00 1,280.00 - - - - - 67 ## 2,400.00 CU YD 36.00 86,400.00 629.82 22,673.52 629.82 22,673.52 22,673.52 26% 68 ## 510.00 POUND 1.25 637.50 834.00 1,042.50 834.00 1,042.50 1,042.50 164% 69 ## 1.70 ACRE 2,000.00 3,400.00 1.61 3,220.00 1.61 3,220.00 3,220.00 95% 70 ## 1.70 ACRE 85.00 144.50 - - - - - 71 ## 1.70 ACRE 1,000.00 1,700.00 - - - - - 72 ## 510.00 POUND 6.50 3,315.00 390.24 2,536.56 390.24 2,536.56 2,536.56 77% 73 ## 5,950.00 POUND 1.25 7,437.50 5,650.00 7,062.50 5,650.00 7,062.50 7,062.50 95% 74 ## 432.00 SQ FT 2.00 864.00 - - - - - ## BASE BID AREA B - STREET RESURFACING 75 1.00 LUMP SUM 6,000.00 6,000.00 1.00 6,000.00 1.00 6,000.00 6,000.00 100% 76 ## 150.00 LIN FT 14.00 2,100.00 198.00 2,772.00 198.00 2,772.00 2,772.00 132% 77 ## 16,970.00 SQ YD 2.86 48,534.20 16,792.00 48,025.12 16,792.00 48,025.12 48,025.12 99% 78 ## 150.00 LIN FT 64.85 9,727.50 252.00 16,342.20 252.00 16,342.20 16,342.20 168% 79 ## 1,450.00 TON 80.08 116,116.00 1,457.91 116,749.43 1,457.91 116,749.43 116,749.43 101% 80 ## 1,950.00 TON 77.55 151,222.50 2,121.00 164,483.55 2,121.00 164,483.55 164,483.55 109% 81 ## 8.00 EACH 405.00 3,240.00 10.00 4,050.00 10.00 4,050.00 4,050.00 125% 82 ## 19.00 EACH 1,360.00 25,840.00 18.00 24,480.00 18.00 24,480.00 24,480.00 95% 83 1.00 LUMP SUM 750.00 750.00 1.00 750.00 1.00 750.00 750.00 100% 84 ## 18.00 EACH 150.00 2,700.00 16.00 2,400.00 16.00 2,400.00 2,400.00 89% - - - - - - 2,147,318.80$ 2,071,953.54$ 2,189,877.80$ -$ 2,189,877.80$ 102% TYPE SP 12.5 NON WEARING COURSE MIXTURE (3,C)ADJUST VALVE BOXADJUST FRAME AND RING CASTINGTRAFFIC CONTROLSTORM DRAIN INLET PROTECTION ## Original Contract Totals MOBILIZATIONREMOVE CURB AND GUTTERFULL DEPTH RECLAMATIONCONCRETE CURB AND GUTTER DESIGN B618TYPE SP 9.5 WEARING COURSE MIXTURE (3,C)MOWINGWEED SPRAYINGSEED MIXTURE 25-151HYDRAULIC BONDED FIBER MATRIXCROSSWALK PAINTSTORM DRAIN INLET PROTECTIONSEDIMENT CONTROL LOG TYPE WOOD FIBERORGANIC TOPSOIL BORROW (LV)FERTILIZER TYPE 3SEEDINGTRUNCATED DOMESTRAFFIC CONTROLSIGN PANELS TYPE CSIGN PANELS TYPE SPECIALSTABILIZED CONSTRUCTION EXIT4" CONCRETE WALK6" CONCRETE WALKDRILL AND GROUT REINF BAR (EPOXY COATED)CONCRETE CURB AND GUTTER DESIGN B6186" CONCRETE DRIVEWAY PAVEMENTCONSTRUCT DRAINAGE STRUCTURE DESIGN 60-4020CONSTRUCT DRAINAGE STRUCTURE DESIGN 72-4020CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 1CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 23" BITUMINOUS TRAIL (3,C) CASTING ASSEMBLY (STORM)CASTING ASSEMBLY (SANITARY)ADJUST FRAME AND RING CASTINGCONSTRUCT DRAINAGE STRUCTURE DESIGN 4007CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020 ## Unit Price ## EJCDC C-620 Contractor's Application for Payment (c) 2018 National Society of Professional Engineers for EJCDC. All rights reserved. 3 of 5 ## Docusign Envelope ID: A6C154F2-DC8B-88C7-837F-4467B3C7A284 Page 154 of 206 ## Contractor's Application for Payment ## Owner's Project No.: ## Engineer's Project No.: ## 0M1.133701 ## Agency's Project No.: 9 ## From 12/13/25 to 06/26/26 07/01/26 ## A ## C ## D ## E ## F ## F1 ## F2 ## G ## H ## I ## J ## K ## Item Quantity ## Units ## Unit Price ($) ## Value of Bid Item ## (C X E) ($) ## Quantity Previous ## Estimate ## Value Previous ## Estimate ## Estimated ## Quantity Incorporated in the Work ## Value of Work ## Completed to Date ## (E X G) ($) ## Application Date:Application Period:Application No.: ## Progress Estimate - Unit Price Work City of Belle PlaineBolton & Menk, Inc.Wm. Mueller & Sons, Inc.2025 Street & Utility Improvements ## Owner:Engineer:Contractor:Project:Contract: ## Previous Estimate ## B % of Value of ## Item ## (J / F) (%)Description ## Work Completed ## Materials Currently Stored (not in G) ($) ## Work Completed and Materials ## Stored to Date ## (H + I) ($) ## Contract Information ## Bid Item No. ## CHANGE ODER NO. 1 ## CO-1.1 ## 1.00 LS 15,000.00 15,000.00 0.90 13,500.00 1.00 15,000.00 15,000.00 100% ## CO-1.2 ## 9.00 EACH 360.00 3,240.00 32.00 11,520.00 32.00 11,520.00 11,520.00 356% ## CO-1.3 ## 9.00 EACH 95.00 855.00 17.00 1,615.00 17.00 1,615.00 1,615.00 189% ## CO-1.4 ## 85.00 LIN FT 4.00 340.00 138.00 552.00 138.00 552.00 552.00 162% ## CO-1.5 ## 50.00 SQ YD 9.20 460.00 54.00 496.80 54.00 496.80 496.80 108% ## CO-1.6 ## 1,700.00 SQ YD 2.28 3,876.00 2,181.00 4,972.68 2,181.00 4,972.68 4,972.68 128% ## CO-1.7 ## 250.00 SQ FT 1.50 375.00 318.60 477.90 318.60 477.90 477.90 127% ## CO-1.8 ## 1,400.00 CU YD 20.89 29,246.00 1,400.00 29,246.00 1,400.00 29,246.00 29,246.00 100% ## CO-1.9 ## 240.00 CU YD 0.01 2.40 177.20 1.77 177.20 1.77 1.77 74% ## CO-1.10 ## 480.00 CU YD 0.01 4.80 177.20 1.77 177.20 1.77 1.77 37% ## CO-1.11 ## 720.00 SQ YD 2.30 1,656.00 - - - - - ## CO-1.12 ## 900.00 CU YD 29.40 26,460.00 925.40 27,206.76 925.40 27,206.76 27,206.76 103% ## CO-1.13 ## 100.00 SQ YD 47.15 4,715.00 51.80 2,442.37 51.80 2,442.37 2,442.37 52% ## CO-1.14 ## 285.00 TON 82.95 23,640.75 - - 231.00 19,161.45 19,161.45 81% ## CO-1.15 ## 430.00 TON 78.35 33,690.50 421.10 32,993.19 421.10 32,993.19 32,993.19 98% ## CO-1.16 ## 1.00 EACH 3,128.00 3,128.00 1.00 3,128.00 1.00 3,128.00 3,128.00 100% ## CO-1.17 ## 70.00 LIN FT 68.30 4,781.00 69.00 4,712.70 69.00 4,712.70 4,712.70 99% ## CO-1.18 ## 250.00 LIN FT 59.87 14,967.50 259.00 15,506.33 259.00 15,506.33 15,506.33 104% ## CO-1.19 ## 50.00 LIN FT 86.36 4,318.00 38.00 3,281.68 38.00 3,281.68 3,281.68 76% ## CO-1.20 ## 8.00 EACH 3,751.00 30,008.00 4.00 15,004.00 4.00 15,004.00 15,004.00 50% ## CO-1.21 ## 350.00 LIN FT 37.45 13,107.50 104.00 3,894.80 104.00 3,894.80 3,894.80 30% ## CO-1.22 ## 1.00 EACH 12,830.83 12,830.83 1.00 12,830.83 1.00 12,830.83 12,830.83 100% ## CO-1.23 ## 3.00 EACH 425.00 1,275.00 2.00 850.00 2.00 850.00 850.00 67% ## CO-1.24 ## 8.00 EACH 779.13 6,233.04 4.00 3,116.52 4.00 3,116.52 3,116.52 50% ## CO-1.25 ## 8.00 EACH 894.33 7,154.64 4.00 3,577.32 4.00 3,577.32 3,577.32 50% ## CO-1.26 ## 350.00 LIN FT 17.89 6,261.50 225.00 4,025.25 225.00 4,025.25 4,025.25 64% ## CO-1.27 ## 1.00 EACH 2,744.00 2,744.00 2.00 5,488.00 2.00 5,488.00 5,488.00 200% ## CO-1.28 ## 20.00 LIN FT 52.96 1,059.20 158.00 8,367.68 158.00 8,367.68 8,367.68 790% ## CO-1.29 ## 500.00 POUND 0.01 5.00 249.00 2.49 249.00 2.49 2.49 50% ## CO-1.30 ## 6.00 EACH 935.00 5,610.00 7.00 6,545.00 7.00 6,545.00 6,545.00 117% ## CO-1.31 ## 1.00 EACH 1,400.00 1,400.00 - - - - - ## CO-1.32 ## 3.00 EACH 265.00 795.00 5.00 1,325.00 5.00 1,325.00 1,325.00 167% ## CO-1.33 ## 12.00 LIN FT 794.67 9,536.04 12.00 9,536.04 12.00 9,536.04 9,536.04 100% ## CO-1.34 ## 17.00 LIN FT 558.24 9,490.08 13.97 7,798.61 13.97 7,798.61 7,798.61 82% ## CO-1.35 ## 50.00 SQ YD 10.00 500.00 - - - - - ## CO-1.36 ## 20.00 CU YD 140.00 2,800.00 12.00 1,680.00 12.00 1,680.00 1,680.00 60% ## CO-1.37 ## 300.00 SQ FT 15.35 4,605.00 261.90 4,020.17 261.90 4,020.17 4,020.17 87% ## CO-1.38 ## 90.00 TON 225.00 20,250.00 98.00 22,050.00 98.00 22,050.00 22,050.00 109% ## CO-1.39 ## 1,150.00 LIN FT 17.84 20,516.00 1,157.00 20,640.88 1,157.00 20,640.88 20,640.88 101% ## CO-1.40 ## 25.00 SQ YD 64.50 1,612.50 100.40 6,475.80 100.40 6,475.80 6,475.80 402% ## CO-1.41 ## 36.00 SQ FT 45.00 1,620.00 39.00 1,755.00 39.00 1,755.00 1,755.00 108% ## CO-1.42 ## 1.00 DOLLAR 2,500.00 2,500.00 0.90 2,250.00 1.00 2,500.00 2,500.00 100% ## CO-1.43 ## 6.25 SQ FT 65.00 406.25 6.25 406.25 22.50 1,462.50 1,462.50 360% CASTING ASSEMBLY (STORM)CASTING ASSEMBLY (SANITARY)ADJUST FRAME AND RING CASTINGCONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 1CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020GEOTEXTILE FILTER TYPE 4RANDOM RIPRAP CLASS III6" CONCRETE WALK3" BITUMINOUS TRAILCONCRETE CURB AND GUTTER DESIGN B6186" CONCRETE DRIVEWAY PAVEMENTTRUNCATED DOMESTRAFFIC CONTROLSIGN PANELS TYPE C4" PVC SANITARY SERVICE PIPEHYDRANTADJUST VALVE BOX1" CORPORATION STOP1" CURB STOP AND BOX1" TYPE PE PIPE6" GATE VALVE & BOX6" PVC WATERMAINWATERMAIN FITTINGSCLEARINGGRUBBINGREMOVE CURB AND GUTTERREMOVE CONCRETE DRIVEWAY PAVEMENTREMOVE BITUMINOUS PAVEMENTMOBILIZATION ## Change Orders TYPE SP 12.5 NON WEARING COURSE MIXTURE (3,C)24" RC PIPE APRON12" RC PIPE SEWER DESIGN 3006 CLASS V18" RC PIPE SEWER DESIGN 3006 CLASS III24" RC PIPE SEWER DESIGN 3006 CLASS III8"X4" PVC WYESELECT GRANULAR EMBANKMENT (CV)SOIL STABILIZATION GEOGRIDAGGREGATE BASE (CV) CLASS 5BITUMINOUS PATCH SPECIALTYPE SP 9.5 WEARING COURSE MIXTURE (3,C)REMOVE CONCRETE WALKEXCAVATION - COMMONEXCAVATION - SUBGRADE ## Unit Price ## EJCDC C-620 Contractor's Application for Payment (c) 2018 National Society of Professional Engineers for EJCDC. All rights reserved. 4 of 5 ## Docusign Envelope ID: A6C154F2-DC8B-88C7-837F-4467B3C7A284 Page 155 of 206 ## Contractor's Application for Payment ## Owner's Project No.: ## Engineer's Project No.: ## 0M1.133701 ## Agency's Project No.: 9 ## From 12/13/25 to 06/26/26 07/01/26 ## A ## C ## D ## E ## F ## F1 ## F2 ## G ## H ## I ## J ## K ## Item Quantity ## Units ## Unit Price ($) ## Value of Bid Item ## (C X E) ($) ## Quantity Previous ## Estimate ## Value Previous ## Estimate ## Estimated ## Quantity Incorporated in the Work ## Value of Work ## Completed to Date ## (E X G) ($) ## Application Date:Application Period:Application No.: ## Progress Estimate - Unit Price Work City of Belle PlaineBolton & Menk, Inc.Wm. Mueller & Sons, Inc.2025 Street & Utility Improvements ## Owner:Engineer:Contractor:Project:Contract: ## Previous Estimate ## B % of Value of ## Item ## (J / F) (%)Description ## Work Completed ## Materials Currently Stored (not in G) ($) ## Work Completed and Materials ## Stored to Date ## (H + I) ($) ## Contract Information ## Bid Item No. ## CO-1.44 ## 9.00 SQ FT 65.00 585.00 9.00 585.00 9.00 585.00 585.00 100% ## CO-1.45 ## 2.00 EACH 750.00 1,500.00 - - - - - ## CO-1.46 ## 4.00 EACH 150.00 600.00 4.00 600.00 4.00 600.00 600.00 100% ## CO-1.47 ## 400.00 LIN FT 4.00 1,600.00 860.00 3,440.00 860.00 3,440.00 3,440.00 215% ## CO-1.48 ## 200.00 CU YD 36.00 7,200.00 99.50 3,582.00 99.50 3,582.00 3,582.00 50% ## CO-1.49 ## 135.00 POUND 1.25 168.75 150.00 187.50 150.00 187.50 187.50 111% ## CO-1.50 ## 0.45 ACRE 2,000.00 900.00 0.53 1,060.00 0.53 1,060.00 1,060.00 118% ## CO-1.51 ## 0.23 ACRE 1,000.00 230.00 - - - - - ## CO-1.52 ## 135.00 POUND 6.50 877.50 155.00 1,007.50 155.00 1,007.50 1,007.50 115% ## CO-1.53 ## 1,575.00 POUND 1.25 1,968.75 1,550.00 1,937.50 1,550.00 1,937.50 1,937.50 98% ## CO-1.54 ## 340.00 SQ FT 2.00 680.00 - - - - - ## CHANGE ODER NO. 2 ## CO-2.1 ## 1.00 EA 13,715.00 13,715.00 1.00 13,715.00 1.00 13,715.00 13,715.00 100% ## CO-2.2 ## 60.00 LF 122.00 7,320.00 76.25 9,302.50 76.25 9,302.50 9,302.50 127% ## CO-2.3 ## 1.00 EA 1,400.00 1,400.00 2.00 2,800.00 2.00 2,800.00 2,800.00 200% 371,820.53$ 331,511.59$ 353,479.29$ 353,479.29$ 95% 2,519,139.33$ 2,403,465.13$ 2,543,357.09$ 2,543,357.09$ 101% CASTING ASSEMBLY (SANITARY)ORGANIC TOPSOIL BORROWFERTILIZER TYPE 3SEEDINGWEED SPRAYINGSEED MIXTURE 25-151HYDRAULIC BONDED FIBER MATRIXCROSSWALK PAINTCONSTRUCTION MH DES 40078" PVC PIPE SEWERSEDIMENT CONTROL LOG TYPE WOOD FIBER ## SIGN PANELS TYPE SPECIALSTABILIZED CONSTRUCTION EXITSTORM DRAIN INLET PROTECTION ## Original Contract and Change Orders ## Project Totals ## Change Order Totals ## Unit Price ## EJCDC C-620 Contractor's Application for Payment (c) 2018 National Society of Professional Engineers for EJCDC. All rights reserved. 5 of 5 ## Docusign Envelope ID: A6C154F2-DC8B-88C7-837F-4467B3C7A284 Page 156 of 206 ## From 1. 2. 3. 4. 5. a.X b.X c.X d. 6. 7. 8. 9. ## Mark FischerProject Manager Name:D. Joseph Duncan II, P.E. ## Name:Dawn MeyerName:Todd Otto ## By: ## Title: The undersigned Contractor certifies, to the best of its knowledge, the following: (1) All previous progress payments received from Owner on account of Work done under the Contract have been applied on account to discharge Contractor's legitimate obligations incurred in connection with the Work covered by prior Applications for ## Payment; (2) Title to all Work, materials and equipment incorporated in said Work, or otherwise listed in or covered by this Application for Payment, will pass to Owner at time of payment free and clear of all liens, security interests, and encumbrances (except such as are covered by a bond acceptable to Owner indemnifying Owner against any such liens, security interest, or encumbrances); and (3) All the Work covered by this Application for Payment is in accordance with the Contract Documents and is not defective. ## Recommended by Engineer ## Name: ## Work Completed ## Date:Date: ## Date: 384,549.50$ ## City Engineer ## Signature:Date: ## Title: ## Public Works Superintendent ## Approved by Owner ## By: ## Title: ## By: ## Title:City Adminstrator Total Retainage (Line 5.a + Line 5.b + Line 5.c) Amount eligible to date (Line 4 - Line 5.d) Less previous payments Amount due this application -$ 102,802.65$ ## Contractor's Certification Balance to finish, including retainage (Line 3 - Line 4) 122,506.73$ 262,042.77$ 20,239.45$ ## Contractor:McNamara Contracting, Inc., 16700 Chippendale Avenue, Rosemount, MN 55068 ## Contractor's Application for Payment ## Application No.:2 ## City of Belle Plaine, MN McNamara Contracting, Inc. Bolton & Menk, Inc. ## WWTF Access Road Improvements ## Owner's Project No.: ## Engineer's Project No.: ## Agency's Project No.: ## Application Period: ## Contract: ## Owner: 5/23/2026 ## Contractor: ## Engineer: ## Project: ## 0M2.129937 to ## Original Contract Price Total Work completed and materials stored to date (Sum of Column L Unit Price Total and Column M Stored Materials) 6/26/2026 ## Application Date:6/30/2026 507,591.60$ -$ 404,788.95$ 507,591.60$ ## Retainage Current Contract Price (Line 1 + Line 2) ## Net change by Change Orders ## Liquidated Damages (Lump Sum) ## Stored Materials 5%20,239.45$ -$ $ 404,788.95 $ - ## EJCDC C-620 Contractor's Application for Payment (c) 2018 National Society of Professional Engineers for EJCDC. All rights reserved. ## Docusign Envelope ID: F0EAE22A-6629-836C-8336-AC34332214A4 July 1, 2026 July 1, 2026 July 1, 2026 Page 157 of 206 ## Progress Estimate - Unit Price Work ## Contractor's Application for Payment ## Owner's Project No.: ## Engineer's Project No.: ## Agency's Project No.: 2 ## From 05/23/26 to 06/26/26 06/30/26 ## A ## C ## D ## E ## F ## G ## H ## I ## J ## K ## L ## M ## Item Quantity ## Units ## Unit Price ($) ## Value of Bid Item ## (C X E) ($) ## Quantity Previous ## Estimate ## Value Previous ## Estimate ## (E X G) ($) ## Quantity This ## Estimate ## (K - G) ## Value This ## Estimate ## (E X I) ($) ## Estimated Quantity Incorporated in the Work ## Value of Work Completed to ## Date ## (E X K) ($) 1 ## MOBILIZATION ## 1.00 LS 30,000.00 30,000.00 0.50 15,000.00 0.40 12,000.00 0.90 27,000.00 90% 2 ## TRAFFIC CONTROL ## 1.00 LS 1,050.00 1,050.00 0.90 945.00 - - 0.90 945.00 90% 3 ## REMOVE BITUMINOUS PAVEMENT SECTION ## 2,500.00 SY 3.50 8,750.00 975.00 3,412.50 - - 975.00 3,412.50 39% 4 ## REMOVE FENCE AND GATE ## 150.00 LF 26.00 3,900.00 150.00 3,900.00 - - 150.00 3,900.00 100% 5 ## REMOVE WATERMAIN ## 115.00 LF 8.50 977.50 115.00 977.50 - - 115.00 977.50 100% 6 ## REMOVE MANHOLE ## 1.00 LS 1,400.00 1,400.00 1.00 1,400.00 - - 1.00 1,400.00 100% 7 ## 6" TOPSOIL BORROW (LV) ## 400.00 CY 22.00 8,800.00 - - 400.00 8,800.00 400.00 8,800.00 100% 8 ## COMMON BORROW (CV) (P) ## 5,490.00 CY 13.40 73,566.00 - - 5,490.00 73,566.00 5,490.00 73,566.00 100% 9 ## 6" GRANULAR BORROW (CV) (P) ## 305.00 CY 24.00 7,320.00 - - 187.00 4,488.00 187.00 4,488.00 61% ## 10 AGGREGATE BASE CLASS 5 (12") (CV) (P) ## 640.00 CY 17.50 11,200.00 - - 614.00 10,745.00 614.00 10,745.00 96% ## 11 BITUMINOUS NON WEAR COURSE (3") ## 310.00 TON 88.00 27,280.00 - - - - - - ## 12 BITUMINOUS WEAR COURSE (2") ## 215.00 TON 107.00 23,005.00 - - - - - - ## 13 BIAXIAL GEOGRID, TYPE 1 ## 1,830.00 SY 1.40 2,562.00 - - 1,117.00 1,563.80 1,117.00 1,563.80 61% ## 14 TURF ESTABLISHMENT (TURF GRASS) ## 1.00 AC 3,200.00 3,200.00 - - 0.98 3,136.00 0.98 3,136.00 98% ## 15 CATEGORY 20 BLANKET ## 4,840.00 SY 1.65 7,986.00 - - 4,761.00 7,855.65 4,761.00 7,855.65 98% ## 16 PERIMETER CONTROL ## 2,804.00 LF 1.90 5,327.60 1,698.00 3,226.20 - - 1,698.00 3,226.20 61% ## 17 STABILIZED CONSTRUCTION EXIT ## 1.00 EA 2,100.00 2,100.00 1.00 2,100.00 - - 1.00 2,100.00 100% ## 18 CHAIN LINK FENCE - BLACK VINYL COATED ## 183.00 LF 90.00 16,470.00 - - - - - - ## 19 ACCESS GATE - BLACK VINYL COATED ## 1.00 EA 8,900.00 8,900.00 - - - - - - ## 20 CONNECT TO EXISTING SANITARY SEWER ## 2.00 EA 6,700.00 13,400.00 2.00 13,400.00 - - 2.00 13,400.00 100% ## 21 CONSTRUCT SANITARY MANHOLE SPECIAL DESIGN 15.10 LF 1,025.00 15,477.50 15.10 15,477.50 - - 15.10 15,477.50 100% ## 22 RAISE MANHOLE ## 1.00 LS 4,600.00 4,600.00 - - 1.00 4,600.00 1.00 4,600.00 100% ## 23 SANITARY SEWER CASTING ASSEMBLY ## 1.00 EA 2,200.00 2,200.00 - - 1.00 2,200.00 1.00 2,200.00 100% ## 24 36" PVC SEWER PIPE (SDR26) ## 132.00 LF 330.00 43,560.00 128.00 42,240.00 - - 128.00 42,240.00 97% ## 25 TEMPORARY WASTEWATER CONVEYANCE ## 1.00 LS 27,000.00 27,000.00 1.00 27,000.00 - - 1.00 27,000.00 100% ## 26 CONNECT TO EXISTING WATERMAIN ## 2.00 EA 2,500.00 5,000.00 2.00 5,000.00 - - 2.00 5,000.00 100% ## 27 8" WATERMAIN ## 130.00 LF 65.00 8,450.00 124.00 8,060.00 - - 124.00 8,060.00 95% ## 28 6" WATERMAIN ## 15.00 LF 38.00 570.00 12.00 456.00 - - 12.00 456.00 80% ## 29 6" INSULATION ## 30.00 SY 65.00 1,950.00 19.00 1,235.00 - - 19.00 1,235.00 63% ## 30 HYDRANT ## 1.00 EA 8,500.00 8,500.00 1.00 8,500.00 - - 1.00 8,500.00 100% ## 31 6" GATE VALVE & BOX ## 1.00 EA 2,600.00 2,600.00 1.00 2,600.00 - - 1.00 2,600.00 100% ## 32 8" GATE VALVE & BOX ## 2.00 EA 4,500.00 9,000.00 2.00 9,000.00 - - 2.00 9,000.00 100% ## 33 WATERMAIN FITTINGS ## 505.00 LB 4.00 2,020.00 271.00 1,084.00 - - 271.00 1,084.00 54% ## 34 TEMPORARY WATER SERVICE (2") ## 1.00 LS 6,100.00 6,100.00 1.00 6,100.00 - - 1.00 6,100.00 100% ## 35 CONCRETE BOLLARD ## 4.00 EA 790.00 3,160.00 - - - - - - ## 36 60" CMP STORM SEWER CULVERT (16 GA) ## 350.00 LF 158.00 55,300.00 344.00 54,352.00 - - 344.00 54,352.00 98% ## 37 60" CMP APRON ## 10.00 EA 3,075.00 30,750.00 10.00 30,750.00 - - 10.00 30,750.00 100% ## 38 RANDOM RIPRAP (CLASS III & IV) ## 250.00 TON 62.00 15,500.00 300.00 18,600.00 - - 300.00 18,600.00 120% ## 39 GEOTEXTILE FABRIC (TYPE 4) ## 215.00 SY 4.00 860.00 254.70 1,018.80 - - 254.70 1,018.80 118% ## 40 RAILROAD FLAGGER ## 3.00 DAY 2,600.00 7,800.00 - - - - - - 507,591.60$ 275,834.50$ 128,954.45$ 404,788.95$ 80% ## B ## Contract Information ## Bid Item No. ## Description ## Original Contract ## Original Contract Totals ## Application Date:Application Period:Applicatio ## Work Completed This Estimate ## Work CompletedPrevious Estimate % of Value of ## Item ## (L / F) (%) ## Contract:Owner: ## 0M2.129937 City of Belle Plaine, MNBolton & Menk, Inc.McNamara Contracting, Inc.WWTF Access Road Improvements ## Engineer:ContractorProject: ## Unit Price ## EJCDC C-620 Contractor's Application for Payment (c) 2018 National Society of Professional Engineers for EJCDC. All rights reserved. 2 of 2 ## Docusign Envelope ID: F0EAE22A-6629-836C-8336-AC34332214A4 Page 158 of 206 ## From 1. 2. 3. 4. 5. a.X b.X c.X d. 6. 7. 8. 9. ## Cory HoernemannVP / Project Manager Name:D. Joseph Duncan II, P.E. ## Name:Dawn MeyerName:Todd Otto ## Stored Materials Total Retainage (Line 5.a + Line 5.b + Line 5.c) -$ 5% 27,399.08$ ## Liquidated Damages (Lump Sum)-$ 27,399.08$ to ## Original Contract Price Total Work completed and materials stored to date (Sum of Column L Unit Price Total and Column M Stored Materials) Balance to finish, including retainage (Line 3 - Line 4) 6/26/2026 ## Application Date:6/30/2026 2,398,421.01$ -$ 547,981.61$ 2,398,421.01$ ## Retainage Current Contract Price (Line 1 + Line 2) ## Net change by Change Orders $ 547,981.61 $ - ## Work Completed Amount eligible to date (Line 4 - Line 5.d) ## Contractor's Application for Payment ## Application No.:2 ## City of Belle Plaine Wm. Mueller & Sons, Inc. Bolton & Menk, Inc. ## 2026 Street & Utility Improvements Project ## Owner's Project No.: ## Engineer's Project No.: ## Agency's Project No.: ## Application Period: ## Contract: ## Owner: 5/23/2026 ## Contractor: ## Engineer: ## Project: ## 25X.138087 ## Public Works Superintendent ## Approved by Owner ## By: ## Title: ## By: ## Title:City Administrator ## By: ## Title: 411,374.37$ 109,208.16$ The undersigned Contractor certifies, to the best of its knowledge, the following: (1) All previous progress payments received from Owner on account of Work done under the Contract have been applied on account to discharge Contractor's legitimate obligations incurred in connection with the Work covered by prior Applications for ## Payment; (2) Title to all Work, materials and equipment incorporated in said Work, or otherwise listed in or covered by this Application for Payment, will pass to Owner at time of payment free and clear of all liens, security interests, and encumbrances (except such as are covered by a bond acceptable to Owner indemnifying Owner against any such liens, security interest, or encumbrances); and (3) All the Work covered by this Application for Payment is in accordance with the Contract Documents and is not defective. ## Recommended by Engineer ## Name:Title: Less previous payments Amount due this application ## Date:Date: ## Date: 520,582.53$ ## City Engineer ## Signature:Date: Wm. Mueller & Sons, Inc., 831 Park Avenue, Hamburg, MN 55339 ## Contractor's Certification ## Contractor: 1,850,439.40$ ## EJCDC C-620 Contractor's Application for Payment (c) 2018 National Society of Professional Engineers for EJCDC. All rights reserved. ## Docusign Envelope ID: A644BB21-EE4F-812E-826A-D715D9217BD2 June 30, 2026 June 30, 2026 June 30, 2026 June 30, 2026 Page 159 of 206 ## Contractor's Application for Payment ## City of Belle Plaine ## Owner's Project No.: Bolton & Menk, Inc. ## Engineer's Project No.: ## 25X.138087 Wm. Mueller & Sons, Inc. ## Agency's Project No.: ## 2026 Street & Utility Improvements Project 2 ## From 05/23/26 to 06/26/26 ## Application Date: 06/30/26 ## A ## C ## D ## E ## F ## G ## H ## I ## J ## K ## L ## M ## Item Quantity ## Units ## Unit Price ($) ## Value of Bid Item ## (C X E) ($) ## Quantity Previous ## Estimate ## Value Previous ## Estimate ## (E X G) ($) ## Quantity This ## Estimate ## (K - G) ## Value This ## Estimate ## (E X I) ($) ## Estimated ## Quantity Incorporated in the Work ## Value of Work ## Completed to Date ## (E X K) ($) ## BASE BID 1 ## MOBILIZATION ## 1.00 LUMP SUM 65,850.00 65,850.00 0.50 32,925.00 - - 0.50 32,925.00 50% 2 ## CLEARING ## 9.00 EACH 408.00 3,672.00 17.00 6,936.00 - - 17.00 6,936.00 189% 3 ## GRUBBING ## 10.00 EACH 272.00 2,720.00 19.00 5,168.00 - - 19.00 5,168.00 190% 4 ## REMOVE MANHOLE ## 8.00 EACH 300.00 2,400.00 - - 3.00 900.00 3.00 900.00 38% 5 ## REMOVE HYDRANT ## 4.00 EACH 225.00 900.00 - - 2.00 450.00 2.00 450.00 50% 6 ## REMOVE GATE VALVE & BOX ## 6.00 EACH 25.00 150.00 2.00 50.00 1.00 25.00 3.00 75.00 50% 7 ## REMOVE DRAINAGE STRUCTURE ## 28.00 EACH 300.00 8,400.00 - - 11.00 3,300.00 11.00 3,300.00 39% 8 ## REMOVE SIGN ## 16.00 EACH 25.00 400.00 - - - - - - 9 ## REMOVE SEWER PIPE (STORM) ## 2,895.00 LIN FT 5.00 14,475.00 - - 1,036.00 5,180.00 1,036.00 5,180.00 36% 10 ## REMOVE CURB AND GUTTER ## 6,100.00 LIN FT 5.00 30,500.00 1,988.60 9,943.00 1,266.00 6,330.00 3,254.60 16,273.00 53% 11 ## REMOVE CONCRETE DRIVEWAY PAVEMENT ## 500.00 SQ YD 7.65 3,825.00 136.50 1,044.23 345.29 2,641.47 481.79 3,685.69 96% 12 ## REMOVE BITUMINOUS PAVEMENT ## 11,942.00 SQ YD 2.20 26,272.40 9,610.00 21,142.00 - - 9,610.00 21,142.00 80% 13 ## REMOVE BITUMINOUS DRIVEWAY PAVEMENT ## 300.00 SQ YD 6.20 1,860.00 - - 161.79 1,003.10 161.79 1,003.10 54% 14 ## REMOVE CONCRETE WALK ## 575.00 SQ FT 2.35 1,351.25 248.60 584.21 130.44 306.53 379.04 890.74 66% 15 ## EXCAVATION - COMMON (P) ## 4,905.00 CU YD 24.15 118,455.75 - - - - - - 16 ## EXCAVATION - SUBGRADE ## 1,250.00 CU YD 12.10 15,125.00 - - - - - - 17 ## SELECT GRANULAR EMBANKMENT (CV) ## 1,250.00 CU YD 0.01 12.50 - - - - - - 18 ## GEOGRID ## 3,728.00 SQ YD 2.93 10,923.04 - - - - - - 19 ## AGGREGATE BASE (CV) CLASS 5 (P) ## 3,730.00 CU YD 27.77 103,582.10 - - - - - - 20 ## BITUMINOUS PATCH SPECIAL ## 135.00 SQ YD 49.00 6,615.00 - - - - - - 21 ## TYPE SP 9.5 WEARING COURSE MIXTURE (3,C) ## 1,110.00 TON 78.45 87,079.50 - - - - - - 22 ## TYPE SP 12.5 NON-WEARING COURSE MIXTURE (3,C) ## 1,480.00 TON 76.07 112,583.60 - - - - - - 23 ## AGGREGATE SURFACING - DRIVEWAY RESTORATION ## 69.00 SQ YD 13.00 897.00 - - - - - - 24 ## 4" PE PIPE DRAIN ## 5,785.00 LIN FT 11.96 69,188.60 - - - - - - 25 ## CONNECT TO EXISTING STORM SEWER ## 8.00 EACH 1,000.00 8,000.00 - - 4.00 4,000.00 4.00 4,000.00 50% 26 ## 12" RC PIPE SEWER ## 620.00 LIN FT 63.40 39,308.00 - - 213.00 13,504.20 213.00 13,504.20 34% 27 ## 15" RC PIPE SEWER ## 683.00 LIN FT 54.70 37,360.10 - - 95.00 5,196.50 95.00 5,196.50 14% 28 ## 18" RC PIPE SEWER ## 1,741.00 LIN FT 54.22 94,397.02 - - 390.00 21,145.80 390.00 21,145.80 22% 29 ## 24" RC PIPE SEWER ## 393.00 LIN FT 82.97 32,607.21 - - 358.00 29,703.26 358.00 29,703.26 91% 30 ## 27" RC PIPE SEWER ## 17.00 LIN FT 165.65 2,816.05 - - - - - - 31 ## CONNECT TO EXISTING SANITARY SEWER ## 5.00 EACH 1,123.28 5,616.40 - - 2.00 2,246.56 2.00 2,246.56 40% 32 ## 8"X4" PVC WYE (SDR 26) ## 26.00 EACH 223.17 5,802.42 - - 9.00 2,008.53 9.00 2,008.53 35% 33 ## 10"X4" PVC WYE (SDR 26) ## 9.00 EACH 416.40 3,747.60 - - - - - - 34 ## 8" PVC PIPE SEWER (SDR 35) ## 2,320.00 LIN FT 52.43 121,637.60 - - 799.50 41,917.79 799.50 41,917.79 34% 35 ## 10" PVC PIPE SEWER (SDR 35) ## 713.00 LIN FT 53.63 38,238.19 - - - - - - 36 ## 4" PVC SANITARY SEWER SERVICE PIPE (SDR 26) ## 1,302.00 LIN FT 31.85 41,468.70 - - 162.00 5,159.70 162.00 5,159.70 12% 37 ## TEMPORARY WATER SERVICE ## 1.00 LUMP SUM 25,000.00 25,000.00 0.20 5,000.00 0.40 10,000.00 0.60 15,000.00 60% 38 ## CONNECT TO EXISTING WATERMAIN ## 6.00 EACH 1,535.58 9,213.48 2.00 3,071.16 1.00 1,535.58 3.00 4,606.74 50% 39 ## HYDRANT ## 7.00 EACH 7,723.63 54,065.41 - - 3.00 23,170.89 3.00 23,170.89 43% 40 ## 1" CORPORATION STOP ## 35.00 EACH 504.93 17,672.55 - - 6.00 3,029.58 6.00 3,029.58 17% 41 ## 6" GATE VALVE AND BOX ## 7.00 EACH 2,313.97 16,197.79 - - 3.00 6,941.91 3.00 6,941.91 43% 42 ## 8" GATE VALVE AND BOX ## 12.00 EACH 3,225.65 38,707.80 2.00 6,451.30 3.00 9,676.95 5.00 16,128.25 42% 43 ## 1" CURB STOP AND BOX ## 33.00 EACH 679.70 22,430.10 - - 6.00 4,078.20 6.00 4,078.20 18% 44 ## 1" TYPE PE PIPE ## 1,208.00 LIN FT 13.38 16,163.04 - - 217.00 2,903.46 217.00 2,903.46 18% 45 ## 6" PVC WATERMAIN ## 100.00 LIN FT 38.13 3,813.00 - - 44.00 1,677.72 44.00 1,677.72 44% 46 ## 8" PVC WATERMAIN ## 3,262.00 LIN FT 55.50 181,041.00 117.00 6,493.50 836.00 46,398.00 953.00 52,891.50 29% ## Previous Estimate ## Work Completed This Estimate ## Description ## Progress Estimate - Unit Price Work ## Owner:Engineer:ContractorProject:Contract:Applicatio ## Bid Item No. ## Original Contract ## B ## Application Period: % of Value of Item ## (L / F) (%) ## Work CompletedContract Information ## Unit Price ## EJCDC C-620 Contractor's Application for Payment (c) 2018 National Society of Professional Engineers for EJCDC. All rights reserved. 2 of 4 ## Docusign Envelope ID: A644BB21-EE4F-812E-826A-D715D9217BD2 Page 160 of 206 ## Contractor's Application for Payment ## City of Belle Plaine ## Owner's Project No.: Bolton & Menk, Inc. ## Engineer's Project No.: ## 25X.138087 Wm. Mueller & Sons, Inc. ## Agency's Project No.: ## 2026 Street & Utility Improvements Project 2 ## From 05/23/26 to 06/26/26 ## Application Date: 06/30/26 ## A ## C ## D ## E ## F ## G ## H ## I ## J ## K ## L ## M ## Item Quantity ## Units ## Unit Price ($) ## Value of Bid Item ## (C X E) ($) ## Quantity Previous ## Estimate ## Value Previous ## Estimate ## (E X G) ($) ## Quantity This ## Estimate ## (K - G) ## Value This ## Estimate ## (E X I) ($) ## Estimated ## Quantity Incorporated in the Work ## Value of Work ## Completed to Date ## (E X K) ($) ## Previous Estimate ## Work Completed This Estimate ## Description ## Progress Estimate - Unit Price Work ## Owner:Engineer:ContractorProject:Contract:Applicatio ## Bid Item No. ## B ## Application Period: % of Value of Item ## (L / F) (%) ## Work CompletedContract Information 47 ## WATERMAIN FITTINGS ## 1,301.00 POUND 14.68 19,098.68 242.00 3,552.56 492.00 7,222.56 734.00 10,775.12 56% 48 ## ADJUST FRAME RING AND CASTING ## 3.00 EACH 1,290.00 3,870.00 - - - - - - 49 ## CASTING ASSEMBLY (STORM) ## 47.00 EACH 1,085.00 50,995.00 - - - - - - 50 ## CASTING ASSEMBLY (SANITARY) ## 8.00 EACH 1,725.00 13,800.00 - - - - - - 51 ## CONSTRUCT DRAINAGE STRUCTURE DESIGN 4007 ## 94.00 LIN FT 359.93 33,833.42 - - 38.00 13,677.34 38.00 13,677.34 40% 52 ## CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020 ## 55.00 LIN FT 394.21 21,681.55 - - 24.80 9,776.41 24.80 9,776.41 45% 53 ## CONSTRUCT DRAINAGE STRUCTURE DESIGN 60-4020 ## 35.00 LIN FT 508.72 17,805.20 - - 34.61 17,606.80 34.61 17,606.80 99% 54 ## CONSTRUCT DRAINAGE STRUCTURE DESIGN 72-4020 ## 17.00 LIN FT 644.02 10,948.34 - - 17.27 11,122.23 17.27 11,122.23 102% 55 ## CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4022 ## 25.00 LIN FT 457.92 11,448.00 - - 12.53 5,737.74 12.53 5,737.74 50% 56 ## CONSTRUCT DRAINAGE STRUCTURE DESIGN F ## 8.00 LIN FT 333.85 2,670.80 - - - - - - 57 ## CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 1 ## 94.00 LIN FT 549.37 51,640.78 - - 31.35 17,222.75 31.35 17,222.75 33% 58 ## 4" CONCRETE WALK ## 142.00 SQ FT 11.00 1,562.00 - - - - - - 59 ## 6" CONCRETE WALK ## 435.00 SQ FT 17.50 7,612.50 - - - - - - 60 ## CONCRETE CURB AND GUTTER DESIGN B618 ## 6,100.00 LIN FT 18.90 115,290.00 - - - - - - 61 ## 6" CONCRETE DRIVEWAY PAVEMENT ## 726.00 SQ YD 84.50 61,347.00 - - - - - - 62 ## TRUNCATED DOMES ## 30.00 SQ FT 50.00 1,500.00 - - - - - - 63 ## TRAFFIC CONTROL ## 1.00 LUMP SUM 10,750.00 10,750.00 0.50 5,375.00 - - 0.50 5,375.00 50% 64 ## SIGN PANELS TYPE C ## 51.00 SQ FT 90.00 4,590.00 - - - - - - 65 ## SIGN PANELS TYPE SPECIAL ## 54.00 SQ FT 70.00 3,780.00 - - - - - - 66 ## STABILIZED CONSTRUCTION EXIT ## 3.00 EACH 750.00 2,250.00 - - 1.00 750.00 1.00 750.00 33% 67 ## STORM DRAIN INLET PROTECTION ## 49.00 EACH 220.00 10,780.00 31.00 6,820.00 - - 31.00 6,820.00 63% 68 ## SEDIMENT CONTROL LOG ## 1,066.00 LIN FT 4.00 4,264.00 100.00 400.00 - - 100.00 400.00 9% 69 ## ORGANIC TOPSOIL BORROW (LV) ## 965.00 CU YD 42.90 41,398.50 - - - - - - 70 ## FERTILIZER TYPE 3 ## 419.00 POUND 1.50 628.50 - - - - - - 71 ## SEEDING ## 1.20 ACRE 2,000.00 2,400.00 - - - - - - 72 ## MOWING ## 1.20 ACRE 85.00 102.00 - - - - - - 73 ## WEED SPRAYING ## 1.20 ACRE 1,000.00 1,200.00 - - - - - - 74 ## SEED RESIDENTIAL TURFGRASS ## 239.00 LB 6.50 1,553.50 - - - - - - 75 ## HYDRAULIC BONDED FIBER MATRIX ## 3,590.00 LB 1.30 4,667.00 - - - - - - 76 ## CATEGORY 25 BLANKET ## 236.00 SQ YD 2.00 472.00 - - - - - - 77 ## CROSSWALK PAINT ## 216.00 SQ FT 3.00 648.00 - - - - - - ## ADD ALTERNATE 1 - NOT AWARDEDADD ALTERNATE 2 - NOT AWARDEDADD ALTERNATE 3 - SOUTH STREET 78 ## MOBILIZATION ## 1.00 LUMP SUM 4,000.00 4,000.00 - - 1.00 4,000.00 1.00 4,000.00 100% 79 ## MILLING 2" ## 10,051.00 SQ YD 1.30 13,066.30 - - 2,923.00 3,799.90 2,923.00 3,799.90 29% 80 ## TYPE SP 9.5 WEARING COURSE MIXTURE (3,C) ## 1,200.00 TON 79.80 95,760.00 - - 388.00 30,962.40 388.00 30,962.40 32% 81 ## ADJUST FRAME RING AND CASTING ## 2.00 EACH 1,290.00 2,580.00 - - 2.00 2,580.00 2.00 2,580.00 100% 82 ## TRAFFIC CONTROL ## 1.00 LUMP SUM 400.00 400.00 - - 1.00 400.00 1.00 400.00 100% 83 ## STORM DRAIN INLET PROTECTION ## 3.00 EACH 220.00 660.00 - - 3.00 660.00 3.00 660.00 100% ## ADD ALTERNATE 4 - CITY SHOP 84 ## MOBILIZATION ## 1.00 LUMP SUM 7,000.00 7,000.00 - - 0.50 3,500.00 0.50 3,500.00 50% 85 ## REMOVE CURB AND GUTTER ## 50.00 LIN FT 14.00 700.00 - - 116.00 1,624.00 116.00 1,624.00 232% 86 ## FULL DEPTH RECLAMATION ## 5,698.00 SQ YD 4.43 25,242.14 - - 5,360.00 23,744.80 5,360.00 23,744.80 94% 87 ## CONCRETE CURB AND GUTTER DESIGN B618 ## 50.00 LIN FT 35.00 1,750.00 - - 116.00 4,060.00 116.00 4,060.00 232% 88 ## EXCAVATION - SUBGRADE ## 140.00 CU YD 24.00 3,360.00 - - 347.00 8,328.00 347.00 8,328.00 248% 89 ## SELECT GRANULAR EMBANKMENT (CV) ## 140.00 CU YD 18.00 2,520.00 - - - - - - 90 ## EXCAVATION - COMMON (P) ## 440.00 CU YD 28.70 12,628.00 - - - - - - ## Unit Price ## EJCDC C-620 Contractor's Application for Payment (c) 2018 National Society of Professional Engineers for EJCDC. All rights reserved. 3 of 4 ## Docusign Envelope ID: A644BB21-EE4F-812E-826A-D715D9217BD2 Page 161 of 206 ## Contractor's Application for Payment ## City of Belle Plaine ## Owner's Project No.: Bolton & Menk, Inc. ## Engineer's Project No.: ## 25X.138087 Wm. Mueller & Sons, Inc. ## Agency's Project No.: ## 2026 Street & Utility Improvements Project 2 ## From 05/23/26 to 06/26/26 ## Application Date: 06/30/26 ## A ## C ## D ## E ## F ## G ## H ## I ## J ## K ## L ## M ## Item Quantity ## Units ## Unit Price ($) ## Value of Bid Item ## (C X E) ($) ## Quantity Previous ## Estimate ## Value Previous ## Estimate ## (E X G) ($) ## Quantity This ## Estimate ## (K - G) ## Value This ## Estimate ## (E X I) ($) ## Estimated ## Quantity Incorporated in the Work ## Value of Work ## Completed to Date ## (E X K) ($) ## Previous Estimate ## Work Completed This Estimate ## Description ## Progress Estimate - Unit Price Work ## Owner:Engineer:ContractorProject:Contract:Applicatio ## Bid Item No. ## B ## Application Period: % of Value of Item ## (L / F) (%) ## Work CompletedContract Information 91 ## AGGREGATE BASE (CV) CLASS 5 ## 560.00 CU YD 15.67 8,775.20 - - - - - - 92 ## TYPE SP 9.5 WEARING COURSE MIXTURE (3,C) ## 630.00 TON 84.96 53,524.80 - - - - - - 93 ## TYPE SP 12.5 NON-WEARING COURSE MIXTURE (3,C) ## 1,680.00 TON 81.14 136,315.20 - - - - - - 94 ## ADJUST FRAME RING AND CASTING ## 8.00 EACH 1,290.00 10,320.00 - - 8.00 10,320.00 8.00 10,320.00 100% 95 ## TRAFFIC CONTROL ## 1.00 LUMP SUM 400.00 400.00 - - 1.00 400.00 1.00 400.00 100% 96 ## STORM DRAIN INLET PROTECTION ## 4.00 EACH 220.00 880.00 - - 5.00 1,100.00 5.00 1,100.00 125% 97 ## ORGANIC TOPSOIL BORROW (LV) ## 30.00 CU YD 36.00 1,080.00 - - - - - - 98 ## FERTILIZER TYPE 3 ## 13.00 POUND 1.50 19.50 - - - - - - 99 ## SEEDING ## 0.04 ACRE 2,000.00 80.00 - - - - - - 100 ## MOWING ## 0.04 ACRE 85.00 3.40 - - - - - - 101 ## WEED SPRAYING ## 0.04 ACRE 1,000.00 40.00 - - - - - - 102 ## SEED RESIDENTIAL TURFGRASS ## 7.00 LB 6.50 45.50 - - - - - - 103 ## HYDRAULIC BONDED FIBER MATRIX ## 110.00 LB 1.30 143.00 - - - - - - 2,398,421.01$ 114,955.96$ 433,025.65$ 547,981.61$ ## 23%Original Contract Totals ## Unit Price ## EJCDC C-620 Contractor's Application for Payment (c) 2018 National Society of Professional Engineers for EJCDC. All rights reserved. 4 of 4 ## Docusign Envelope ID: A644BB21-EE4F-812E-826A-D715D9217BD2 Page 162 of 206 7/8/2026 Page 163 of 206 Page 164 of 206 Page 165 of 206 Page 166 of 206 Page 167 of 206 Page 168 of 206 Page 169 of 206 Page 1 of 1 ## MEMORANDUM ## DATE: July 20, 2026 ## FROM: ## Cynthia Smith Strack, Community Development Director ## AGENDA ITEM: ## EDA Resolution 26-03 Acknowledging Receipt of a Pre-Application and Recommending the City Council Consent to the Process for the Creation of an Economic Development Tax Increment Financing District. ## City Council Resolution 26-087 Acknowledging Receipt of a Pre-Application and Consenting to the Process for the Creation of an Economic Development Tax Increment Financing District in Support of CVF Motorsports Inc. Project. ## REVIEW: Nathan French, CVF Motorsports Inc., has submitted a pre-application for tax increment financing (TIF) to help build a 200,000 sq. ft. manufacturing facility on a 20-acre site next to Enterprise Drive. The project would allow the business to expand and meet growing customer demand. The estimated project cost is over $18.5 million. The request is for economic development TIF. Based on a projected market value of $12.5 million, the project is expected to generate about $1.9 million in TIF over the life of the district. This pre-application is Step 1 in the City’s two-step TIF review process. At this step, after receiving the EDA’s recommendation, the City Council decides whether it is interested in creating a TIF district and continuing discussions. No deal is made at this stage. If the Council chooses to move to Step 2, that is when a formal agreement is negotiated. City business subsidy policy and state law both allow TIF assistance. City policy requires that assistance be provided through a revenue note, not a bond. This means the developer must build the project first, and then the agreed-upon TIF amount is paid back to the project over time. State law also requires the applicant to show the project would not happen “but for” the use of TIF. Local policy requires the project to meet eligibility goals, including: increase tax base, increase diversity of jobs, and support implementation of public policies. Project financial information and the business plan are confidential at this time. Materials will be provided to EDA and Council Members at the meeting and collected afterward. City TIF Consultant Todd Hagen (Ehlers Associates) will present the TIF financial analysis. ## ACTION: The EDA and Council are to review the preliminary application. ## ATTACHMENTS: • TIF run • EDA Resolution 26-03 Acknowledging Receipt of a Pre-Application and Recommending the City Council Consent to the Process for the Creation of an Economic Development Tax Increment Financing District. • City Council Resolution 26-087 Acknowledging Receipt of a Pre-Application and Consenting to the Process for the Creation of an Economic Development Tax ## Increment Financing District in Support of CVF Motorsports Inc. Project ## SIGNATURE: Page 170 of 206 ## Manufacturing Project - New TI ## F District w/3% Inflation ## City of Belle Plaine, Minnesota ## Approximately 200K SF Manufacturing Facility Expansion ## ASSUMPTIONS AND RATES ## DistrictType: ## Economic Development ## District Name/Number: ## TBD ## County District #: ## TBD ## Exempt Class Rate (Exempt) 0.00% ## First Year Construction or Inflation on Value 2027 ## Commercial Industrial Preferred Class Rate (C/I Pref.) ## Existing District - Specify No. Years Remaining ## First $150,000 1.50% ## Inflation Rate - Every Year: 3.00% ## Over $150,000 2.00% ## Interest Rate: 6.00% ## Commercial Industrial Class Rate (C/I) 2.00% ## Present Value Date: 1-Aug-27 ## Rental Housing Class Rate (Rental) 1.25% ## First Period Ending 1-Feb-28 ## A ## ffordable Rental Housing Class Rate (A ff. Rental) ## Tax Year District was Certified: Pay 2026 ## First $100,000 0.25% ## Cashflow Assumes First Tax Increment For Development: 2029 ## Over $100,000 0.25% ## Years of Tax Increment 9 ## Non-Homestead Residential (Non-H Res. 1 Unit) ## A ## ssumes Last Year of Tax Increment 2037 ## First $500,000 1.00% ## Fiscal Disparities Election [Outside (A), Inside (B), or NA] ## Inside(B) ## Over $500,000 1.25% ## Incremental or Total Fiscal Disparities ## Incremental ## Homestead Residential Class Rate (Hmstd. Res.) ## Fiscal Disparities Contribution Ratio 35.3627% Pay 2025 ## First $500,000 1.00% ## Fiscal Disparities Metro-Wide Tax Rate 123.8880% Pay 2025 ## Over $500,000 1.25% ## Maximum/Frozen Local Tax Rate: 144.597% Pay 2025 ## A gricultural Non-Homestead 1.00% ## Current Local Tax Rate: (Use lesser of Current or Max.) 144.597% Pay 2025 State-wide Tax Rate (Comm./Ind. only used for total taxes) 28.8570% Pay 2025 Market Value Tax Rate (Used for total taxes) 0.08971% Pay 2025 ## Building ## Total ## Percentage ## Tax Year ## Property ## Current ## Class ## After ## Land ## Market ## Market ## Of Value Used ## Original ## Original ## Tax ## Original ## After ## Conversion ## Map ID ## PID ## Owner ## Address ## Market Value ## Value ## Value for District ## Market Value ## Market Value ## Class ## Tax Capacity ## Conversion Orig. Tax Cap. 1 200730021 ## CLC Dev ## Unknown 2,288,000 0 2,288,000 60% 1,372,800 Pay 2026 ## A g Non-Homestead 13,728 ## C/I 27,456 1 2,288,000 0 2,288,000 1,372,800 13,728 27,456 Note:1. Base values are for pay 2026 based on review of County website on February 24, 2026. Represents 12 acres of the 20 acre sit e. 2. Located in ISD #716 and Scott County WMO. ## Area/ Phase ## Tax Rates ## BASE VALUE INFORMATION (Original Tax Capacity) Page 171 of 206 ## Manufacturing Project - New TI ## F District w/3% Inflation ## City of Belle Plaine, Minnesota ## Approximately 200K SF Manufacturing Facility Expansion ## Estimated ## Taxable ## Total Taxable ## Property ## Percentage ## Percentage ## Percentage ## Percentage ## First Year ## Market Value ## Market Value ## Total ## Market ## Tax ## Project ## Project Tax ## Completed ## Completed ## Completed ## Completed ## Full Taxes ## Area/Phase ## New Use ## Per Sq. Ft./Unit ## Per Sq. Ft./Unit ## Sq. Ft./Units ## V alue ## Class ## Tax Capacity ## Capacity/Unit 2027 2028 2029 2030 ## Payable 1 ## Manufacturing 63 63 200,000 12,500,000 ## C/I 250,000 1 100% 100% 100% 100% 2029 ## TOTAL 12,500,000 250,000 ## Subtotal Residential 0 0 0 Subtotal Commercial/Ind. 200,000 12,500,000 250,000 Note:1. Market values are b ased upon estimates from County Assessor on Fe bruary 20, 2026 for land and building. ## Total Fiscal Local ## Local Fiscal State-wide ## Market ## Tax ## Disparities Tax Property ## Disparities ## Property ## V alue ## Total ## Taxes Per ## New Use ## Capacity ## Tax Capacity ## Capacity ## Taxes ## Taxes ## Taxes ## Taxes ## Taxes ## Sq. Ft./Unit ## Manufacturing 250,000 88,407 161,593 233,659 109,525 71,277 11,214 425,675 2.13 ## TOTAL 250,000 88,407 161,593 233,659 109,525 71,277 11,214 425,675 Note: 1. Taxes and tax increment w ill vary significantly from year to year depending upon values, rates, state law, fiscal di sparities and other factors which cannot be predicted.Total Property Taxes 425,675 Current Market Value - Est. 1,372,800 ## less State-wide Taxes (71,277) New Market Value - Est. 12,500,000 less Fiscal Disp. Adj. (109,525) ## Difference 11,127,200 ## less Market Value Taxes (11,214) ## Present Value of Tax Increment 1,479,175 ## less Base Value Taxes (25,661) ## Difference 9,648,025 ## Annual Gross TIF 207,998 Value likely to occur without Tax Increment is less than: 9,648,025 ## WHAT IS EXCLUDED FROM TIF? ## MARKET VALUE BUT / FOR ANALYSIS ## TAX CALCULATIONS ## PROJECT INFORMATION (Project Tax Capacity) Page 172 of 206 ## Manufacturing Project - New TIF District w/3% Inflation ## City of Belle Plaine, Minnesota ## Approximately 200K SF Manufacturing Facility Expansion ## TAX INCREMENT CASH FLOW ## Project ## Original Fiscal Captured ## Local ## Annual ## Semi-Annual ## State Admin. ## Semi-Annual ## Semi-Annual ## PERIOD % of ## Tax ## Tax ## Disparities ## Tax ## Tax ## Gross Tax ## Gross Tax ## Auditor at ## Net Tax ## Present ## ENDING ## Tax ## Payment ## OTC ## Capacity ## Capacity ## Incremental ## Capacity ## Rate ## Increm ent ## Increment 0.36% 10% ## Increment ## Value Yrs. ## Year ## Date - - - - 02/01/28 - - - - 08/01/28 - - - - 02/01/29 100% 250,000 (27,456) (78,698) 143,846 144.597% 207,998 103,999 (374) (10,362) 93,262 82,862 0.5 2029 08/01/29 100% 250,000 (27,456) (78,698) 143,846 144.597% 207,998 103,999 (374) (10,362) 93,262 163,311 1 2029 02/01/30 100% 257,500 (27,456) (81,350) 148,694 144.597% 215,008 107,504 (387) (10,712) 96,405 244,049 1.5 2030 08/01/30 100% 257,500 (27,456) (81,350) 148,694 144.597% 215,008 107,504 (387) (10,712) 96,405 322,435 2 2030 02/01/31 100% 265,225 (27,456) (84,082) 153,687 144.597% 222,228 111,114 (400) (11,071) 99,642 401,093 2.5 2031 08/01/31 100% 265,225 (27,456) (84,082) 153,687 144.597% 222,228 111,114 (400) (11,071) 99,642 477,461 3 2031 02/01/32 100% 273,182 (27,456) (86,895) 158,830 144.597% 229,664 114,832 (413) (11,442) 102,977 554,086 3.5 2032 08/01/32 100% 273,182 (27,456) (86,895) 158,830 144.597% 229,664 114,832 (413) (11,442) 102,977 628,478 4 2032 02/01/33 100% 281,377 (27,456) (89,793) 164,128 144.597% 237,324 118,662 (427) (11,823) 106,411 703,113 4.5 2033 08/01/33 100% 281,377 (27,456) (89,793) 164,128 144.597% 237,324 118,662 (427) (11,823) 106,411 775,574 5 2033 02/01/34 100% 289,819 (27,456) (92,778) 169,584 144.597% 245,214 122,607 (441) (12,217) 109,949 848,263 5.5 2034 08/01/34 100% 289,819 (27,456) (92,778) 169,584 144.597% 245,214 122,607 (441) (12,217) 109,949 918,835 6 2034 02/01/35 100% 298,513 (27,456) (95,853) 175,204 144.597% 253,340 126,670 (456) (12,621) 113,593 989,622 6.5 2035 08/01/35 100% 298,513 (27,456) (95,853) 175,204 144.597% 253,340 126,670 (456) (12,621) 113,593 1,058,348 7 2035 02/01/36 100% 307,468 (27,456) (99,020) 180,992 144.597% 261,710 130,855 (471) (13,038) 117,346 1,127,276 7.5 2036 08/01/36 100% 307,468 (27,456) (99,020) 180,992 144.597% 261,710 130,855 (471) (13,038) 117,346 1,194,196 8 2036 02/01/37 100% 316,693 (27,456) (102,282) 186,955 144.597% 270,331 135,166 (487) (13,468) 121,211 1,261,308 8.5 2037 08/01/37 100% 316,693 (27,456) (102,282) 186,955 144.597% 270,331 135,166 (487) (13,468) 121,211 1,326,465 9 2037 02/01/38 ## Total 2,142,816 (7,714) (213,510) 1,921,592 ## Present Value From 08 / 01 / 2027 ## Present Value Rate 6.00 % 1,479,175 ( 5,325 ) ( 147,385 ) 1,326,465 Page 173 of 206 4920-4223-4556.1 ## BELLE PLAINE ECONOMIC DEVELOPMENT AUTHORITY ## CITY OF BELLE PLAINE ## SCOTT COUNTY, MINNESOTA Board member ________________ introduced the following resolution and moved its adoption: ## RESOLUTION 26-03 ## RESOLUTION ACKNOWLEDGING RECIEPT OF TAX INCREMENT PRE-APPLICATION AND ## RECOMMENDING THE CITY COUNCIL CONSENT TO THE PROCESS FOR THE CREATION OF A TAX ## INCREMENT FINANCING DISTRICT FOR THE CVF RACING PROJECT BE IT RESOLVED by the Board of Commissioners (the “Board”) of the Belle Plaine Economic Development Authority (the “EDA”) as follows: WHEREAS, the City of Belle Plaine, Minnesota (the “City”) is a municipal corporation and a political subdivision duly organized and existing under the Constitution and laws of the State of Minnesota; and WHEREAS, pursuant to the Constitution and laws of the State of Minnesota, particularly Minnesota Statutes, Sections 469.174 through 469.1794, as amended (the “TIF Act”), the City is authorized to use tax increment financing to carry out the public purposes described therein and contemplated thereby; and WHEREAS, CVF Motorsports Inc., doing business as CVF Racing, or an entity related thereto or affiliated therewith (the “Developer”), has submitted a pre-application for tax increment financing assistance in connection with its proposed construction of an approximately 200,000 square foot manufacturing facility (the “Project”), which the Developer has represented will help it expand its business to support growing customer demand; and WHEREAS, the Project would be located on an approximately 20 acre site abutting Enterprise Drive in the City with an estimated taxable market value upon completion of $12,500,000; and WHEREAS, the pre-application process does not constitute formal review of a tax increment request; and, WHEREAS, the purpose of preliminary review is to receive information about an upcoming formal request and make a determination as to whether or not a formal tax increment request could be considered; and, WHEREAS, the City’s municipal adviser indicates the project appears capable of generating tax increment revenue; and WHEREAS, the Developer has submitted its pre-application to the EDA and the Board of Commissioners has reviewed the pre-application and finds the request appears to be eligible for further consideration as provided by the City’s Business Subsidy Policy and the EDA supports further consideration of providing assistance for the Project. ## NOW THEREFORE, BE IT RESOLVED BY THE BOARD OF COMMISSIONERS OF THE BELLE PLAINE ECONOMIC DEVELOPMENT AUTHORITY THAT: a pre-application for tax increment financing for the Project is hereby acknowledged, the EDA supports the Project, and submittal of a final application for tax increment assistance is hereby authorized. BE IT FURTHER RESOLVED THAT: EDA staff, in connection with the activities required to be undertaken by the City, continue its analysis of the Project in accordance with the City’s Business Subsidy Policy and pending final determination of project eligibility, required reviews, public input, notices and hearings, and without surrendering its legislative discretion, hereby authorizes staff to proceed with the steps required to establish a tax increment financing district for the Project, and requests that the City consent to the process for the creation of a tax increment financing district in support of the Project; and Page 174 of 206 2 4920-4223-4556.1 BE IT FURTHER RESOLVED THAT: EDA staff, continue its analysis of the Project, negotiate the terms and conditions of required contracts with the Developer, and prepare a development plan (or a modification of an existing plan) and a tax increment financing plan for the Project, all subject to final determination of project eligibility, required reviews, public input, notices and hearings and the satisfaction of the requirements of the TIF Act and the Business Subsidy Policy. BE IT FURTHER RESOLVED THAT: the approval provided by this resolution is preliminary in nature and is subject to a final determination of project elig ibility for assistance and the satisfaction of requirements of the TIF Act and the City’s Business Subsidy Policy including reviews, public input, notices and hearing. BE IT FURTHER RESOLVED THAT: this resolution shall be in full force and effect from and after its passage. The adoption of the foregoing resolution was duly seconded by Board member __________, and after full discussion thereof and upon a vote being taken thereon, the following voted in favor thereof: __________________________ and the following voted against the same: _____________ Whereupon said resolution was declared duly passed and adopted. Dated this ___ day of ________ 2026. ## ATTEST: _________________________________ ________________________________ ## President Executive Director Page 175 of 206 4933-7884-0764.1 ## BELLE PLAINE CITY COUNCIL ## RESOLUTION 26-087 ## RESOLUTION ACKNOWLEDGING RECEIPT OF A PRE-APPLICATION AND ## CONSENTING TO THE PROCESS FOR THE CREATION OF AN ECONOMIC ## DEVELOPMENT TAX INCREMENT FINANCING DISTRICT IN SUPPORT OF CVF ## RACING PROJECT WHEREAS, the City of Belle Plaine, Minnesota (the “City”), is a municipal corporation and a political subdivision duly organized and existing under the Constitution and laws of the State of Minnesota; and WHEREAS, pursuant to the Constitution and laws of the State of Minnesota, particularly Minnesota Statutes, Sections 469.174 through 469.1794, as amended (the “TIF Act”), the City is authorized to use tax increment financing to carry out the public purposes described therein and contemplated thereby; and WHEREAS, CVF Motorsports Inc., doing business as CVF Racing, or an entity related thereto or affiliated therewith (the “Developer”), has submitted a pre-application for tax increment financing assistance in connection with its proposed construction of an approximately 200,000 square foot manufacturing facility (the “Project”), which the Developer has represented will help it expand its business to support growing customer demand; and WHEREAS, the Project would be located on an approximately 20 acre site abutting Enterprise Drive in the City with an estimated taxable market value upon completion of $12,500,000; and WHEREAS, the pre-application process does not constitute formal review of a tax increment request; and WHEREAS, the purpose of preliminary review is to receive information about an upcoming formal request and make a determination as to whether or not a formal tax increment request could be considered; and WHEREAS, the City’s municipal adviser indicates the Project appears capable of generating tax increment revenue; and WHEREAS, the Developer has submitted its pre-application to the Belle Plaine Economic Development Authority (the “BPEDA”), and the BPEDA has reviewed the pre-application and finds the request appears to be eligible for further consideration as provided by the City’s Business Subsidy Policy; and WHEREAS, the BPEDA supports further consideration of providing assistance for the Project and has approved a resolution acknowledging the pre-application, supporting the Project, authorizing submittal of a final application for tax increment assistance, and requesting that the City consent to the process for the creation of a tax increment financing district in support of the Project; and WHEREAS, the City is supportive of continuing further consideration of the Project and wishes to consent to the process for creation of a tax increment financing district in support of the Project. ## NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF BELLE PLAINE, SCOTT COUNTY, MINNESOTA, THAT: a pre-application for tax increment financing for the Project is hereby acknowledged, the City supports the Project, and submittal of a final application for tax increment assistance is hereby authorized. BE IT FURTHER RESOLVED THAT the City consents to the process for the creation of a tax increment financing district in support of the Project, and pending final determination of project eligibility, required reviews, public input, notices and hearings, satisfaction of the requirements of the TIF Act and the City’s Business Subsidy Policy, and without surrendering its legislative discretion, hereby authorizes staff to proceed with the steps required to establish a tax increment financing district for the Project; and Page 176 of 206 2 4933-7884-0764.1 BE IT FURTHER RESOLVED THAT: City staff, in connection with the activities required to be undertaken by the City, continue its analysis of the Project, negotiate the terms and conditions of required contracts with the Developer, and prepare a development plan (or a modification of an existing plan) and a tax increment financing plan for the Project, all subject to final determination of project eligibility, required reviews, public input, notices and hearings and the satisfaction of the requirements of the TIF Act and the Business Subsidy Policy. BE IT FURTHER RESOLVED THAT: the consent and approval provided by this resolution are preliminary in nature and are subject to a final determination of project eligibility for assistance and the satisfaction of requirements of the TIF Act and the City’s Business Subsidy Policy including reviews, public input, notices and hearings. BE IT FURTHER RESOLVED THAT: this resolution shall be in full force and effect from and after its passage. The adoption of the foregoing resolution was duly moved by Councilmember ______ and seconded by Councilmember __________, and after full discussion thereof and upon a vote being taken thereon, the following Councilmembers voted in favor thereof: __________________________ and the following voted against the same: _____________ Whereupon said resolution was declared duly passed and adopted. Dated this ___ day of ________ 2026. ## ATTEST: _________________________________ ________________________________ ## James Evans Dawn Meyer Mayor City Administrator Page 177 of 206 ## MEMORANDUM ## DATE: July 20, 2026 ## FROM: ## Cynthia Smith Strack, Community Development Director ## AGENDA ITEM: Authorization to Submit Funding Request to Scott County Housing Trust Fund ## BACKGROUND: The EDA, Council, Scott County CDA and city staff have been working together on a proposed first-time homebuyer assistance program for Belle Plaine. Council is being asked to approve submitting a grant application to the Scott County Housing Trust Fund to help pay for the program. The program would be available to Belle Plaine residents, funded by the Scott County CDA and administered by the Center for Energy and Environment (CEE). The attached resolution requests $350,000 in first-year funding. This amount would support ten (10) grants of $35,000 each for first-time homebuyers. The program is planned to begin in January 2027. Administrative costs for CEE to review applications are estimated at $20,000 and will be included in the 2027 HRA budget. The program would help eligible buyers with down payments and closing costs. Assistance would be provided as a 20-year, zero interest loan. Each year 5% of the loan amount would be forgiven as long as the homeowner continues to live in the home. If the home is sold before the 20-year period ends, the remaining balance would need to be repaid. Any repaid funds would return to the Housing Trust Fund and be reserved for future Belle Plaine housing projects. Key factors supporting development of the program include: • An existing gap between average rents (estimated at $1,200/month) and the estimated mortgage payment for an average-priced home ($2,650). • Belle Plaine’s median household income is about 25% lower than Twin Cities metro median. • Additional data from CDA housing study should provide additional insight. • Feedback from local homebuilders. • Limited availability of homes priced within reach of first-time buyers. ## ATTACHMENT: Resolution 26-089 Resolution Authorizing Submittal of an Application to the Scott County Housing Trust Fund. ## ACTION: For information. Page 178 of 206 ## CITY OF BELLE PLAINE ## RESOLUTION 26-089 ## A RESOLUTION AUTHORIZING SUBMITTAL OF AN APPLICATION TO THE SCOTT COUNTY ## HOUSING TRUST FUND WHEREAS, the Belle Plaine Economic Development Authority and the City Council have determined down- payment assistance will assist with goals to increase homeownership, stabilize neighborhoods, retain residents, enhance the local economy, and address affordability gaps; and, WHEREAS, the City and Scott County CDA have collaborated on proposed program guidelines, proposed program administration by a third party, and program funding sources; and, WHEREAS, the first time homebuyer down-payment assistance program is intended to provide for issuance of ten (10) grants of up to $35,000 per grant to eligible program participants for down payment and closing cost assistance; and, WHEREAS, the EDA/City has the capability and capacity to ensure proposed preliminary review fees estimated to be about $20,000 are to be included in the 2027 Housing and Redevelopment Authority budget; and WHEREAS, the City is requesting program funding in the amount of $350,000 through the Scott County Housing Trust Fund to fund a first-time homebuyer down-payment assistance program for calendar year 2027. NOW THEREFORE BE IT RESOLVED that the City of Belle Plaine approves the application for funding from the Scott County Housing Trust Fund in the amount of $350,000. BE IT FURTHER RESOLVED that any fee required with the application, not to exceed $1,500 is hereby approved. BE IT FURTHER RESOLVED that upon approval of its application the Mayor and City Administrator are hereby authorized to execute any such agreements as are necessary to receive and use the funding for the proposed first time home buyers down-payment assistance program. The adoption of the foregoing resolution was duly moved by Councilmember and seconded by Councilmember , and after full discussion thereof and upon a vote being taken thereon, the following Councilmembers voted in favor thereof: and the following voted against the same: Whereupon said resolution was declared duly passed and adopted. Dated this 20 th day of July, 2026. ## ATTEST: ___________________ _______________________ ## James Evans Dawn Meyer Mayor City Administrator Page 179 of 206 ## MEMORANDUM ## DATE: July 20, 2026 ## FROM: ## Cynthia Smith Strack, Community Development Director ## AGENDA ITEM: Authorization to Submit Funding Request to Scott County Housing Trust Fund ## BACKGROUND: The EDA, Council, Scott County CDA and city staff have been working together on a proposed first-time homebuyer assistance program for Belle Plaine. Council is being asked to approve submitting a grant application to the Scott County Housing Trust Fund to help pay for the program. The program would be available to Belle Plaine residents, funded by the Scott County CDA and administered by the Center for Energy and Environment (CEE). The attached resolution requests $350,000 in first-year funding. This amount would support ten (10) grants of $35,000 each for first-time homebuyers. The program is planned to begin in January 2027. Administrative costs for CEE to review applications are estimated at $20,000 and will be included in the 2027 HRA budget. The program would help eligible buyers with down payments and closing costs. Assistance would be provided as a 20-year, zero interest loan. Each year 5% of the loan amount would be forgiven as long as the homeowner continues to live in the home. If the home is sold before the 20-year period ends, the remaining balance would need to be repaid. Any repaid funds would return to the Housing Trust Fund and be reserved for future Belle Plaine housing projects. Key factors supporting development of the program include: • An existing gap between average rents (estimated at $1,200/month) and the estimated mortgage payment for an average-priced home ($2,650). • Belle Plaine’s median household income is about 25% lower than Twin Cities metro median. • Additional data from CDA housing study should provide additional insight. • Feedback from local homebuilders. • Limited availability of homes priced within reach of first-time buyers. ## ATTACHMENT: Resolution 26-089 Resolution Authorizing Submittal of an Application to the Scott County Housing Trust Fund. ## ACTION: For information. Page 180 of 206 ## CITY OF BELLE PLAINE ## RESOLUTION 26-089 ## A RESOLUTION AUTHORIZING SUBMITTAL OF AN APPLICATION TO THE SCOTT COUNTY ## HOUSING TRUST FUND WHEREAS, the Belle Plaine Economic Development Authority and the City Council have determined down- payment assistance will assist with goals to increase homeownership, stabilize neighborhoods, retain residents, enhance the local economy, and address affordability gaps; and, WHEREAS, the City and Scott County CDA have collaborated on proposed program guidelines, proposed program administration by a third party, and program funding sources; and, WHEREAS, the first time homebuyer down-payment assistance program is intended to provide for issuance of ten (10) grants of up to $35,000 per grant to eligible program participants for down payment and closing cost assistance; and, WHEREAS, the EDA/City has the capability and capacity to ensure proposed preliminary review fees estimated to be about $20,000 are to be included in the 2027 Housing and Redevelopment Authority budget; and WHEREAS, the City is requesting program funding in the amount of $350,000 through the Scott County Housing Trust Fund to fund a first-time homebuyer down-payment assistance program for calendar year 2027. NOW THEREFORE BE IT RESOLVED that the City of Belle Plaine approves the application for funding from the Scott County Housing Trust Fund in the amount of $350,000. BE IT FURTHER RESOLVED that any fee required with the application, not to exceed $1,500 is hereby approved. BE IT FURTHER RESOLVED that upon approval of its application the Mayor and City Administrator are hereby authorized to execute any such agreements as are necessary to receive and use the funding for the proposed first time home buyers down-payment assistance program. The adoption of the foregoing resolution was duly moved by Councilmember and seconded by Councilmember , and after full discussion thereof and upon a vote being taken thereon, the following Councilmembers voted in favor thereof: and the following voted against the same: Whereupon said resolution was declared duly passed and adopted. Dated this 20 th day of July, 2026. ## ATTEST: ___________________ _______________________ ## James Evans Dawn Meyer Mayor City Administrator Page 181 of 206 ## MEMORANDUM ## DATE: July 20, 2026 ## FROM: ## Dawn Meyer, City Administrator ## AGENDA ## ITEM: Resolution 26-090 Authoring Execution of Cooperative Construction Agreement with State of Minnesota Department of Transportation, City of Belle Plaine and Scott County for the TH 25/CSAH 3 Roundabout Project as part of the FY 2026 Metro Local Partnership Program Funding. ## BACKGROUND/ ## JUSTIFICATION: The State of Minnesota and Scott County require a Cooperative Agreement for jointly funded projects. Representatives from the State of Minnesota, Scott County, and the City of Belle Plaine have developed the attached Cooperative Agreement for the construction of the TH 25/CSAH 3 Roundabout Project. The Cooperative Agreement has been reviewed by City staff and is recommended for approval, subject to the City Attorney's comments. The City Council previously adopted Resolution 24-176 accepting Local Partnership Program funds from MnDOT for the TH 25 at CSAH 3 (Main Street) Roundabout Project for Fiscal Year 2026, with a maximum state funding award of $1,000,000 in eligible project costs. On May 18, 2026, the City Council also adopted Resolution 26-063 authorizing the advertisement for bids for the project. Approval of the attached Cooperative Agreement will allow the City, Scott County, and the State of Minnesota to proceed with the construction and administration of the jointly funded project. ## FISCAL ## IMPACT: ## STAFF ## RECOMMENDATION: ## Approve Resolution 26-090 Authoring Execution of Cooperative Construction Agreement with State of Minnesota Department of Transportation, City of Belle Plaine and Scott County for the TH 25/CSAH 3 Roundabout Project as part of the FY 2026 Metro Local Partnership Program Funding. Page 182 of 206 ## MnDOT Contract No.: 1062472 -1- ## Payable Standard with Signal (Cooperative Agreements) ## STATE OF MINNESOTA ## DEPARTMENT OF TRANSPORTATION ## AND ## CITY OF BELLE PLAINE ## AND ## SCOTT COUNTY ## COOPERATIVE CONSTRUCTION ## AGREEMENT State Project Number (SP): 7003-116 ## Trunk Highway Number (TH): 25=025 ## State Aid Project Number (SAP): 070-603-015 ## State Aid Project Number (SAP): 239-010-004 ## City Project Number: 25X.137897 Lighting System Feed Point No.: CITY "A" ## Limited Use Permit No.: 7003-0041, 7003-0117 ## Original Amount Encumbered $1,000,000.00 This Agreement is between the State of Minnesota, acting through its Commissioner of Transportation ("State") and the City of Belle Plaine, acting through its City Council ("City"), and Scott County, acting through its Board of Commissioners ("County"). ## Recitals 1. The City will perform grading, concrete, bituminous paving, lighting, roundabout and ADA improvements construction and other associated construction upon, along, and adjacent to Trunk Highway No. 25 / Walnut Street from 200 feet North of County State Aid Highway (CSAH) No. 3 / Main Street East to 1200 feet East of County State Aid Highway No. 3 / Main Street East according to City-prepared plans, specifications, and special provisions designated by the City, County and the State as State Aid Project No. 070-603-015 and No. 239-010-004 and State Project No. 7003-116 (TH 25=025) ("Project"); and 2. The City requests the State participate in the costs of grading, concrete, bituminous paving, lighting, roundabout and ADA improvements construction and the State is willing to participate in the costs of said construction and associated construction engineering; and 3. Minnesota Statutes § 161.20, subdivision 2 authorizes the Commissioner of Transportation to make arrangements with and cooperate with any governmental authority for the purposes of constructing, maintaining, and improving the trunk highway system. ## Agreement 1. Term of Agreement; Survival of Terms; Plans; Incorporation of Exhibits 1.1. Effective Date. This Agreement will be effective on the date the State obtains all signatures required by Minnesota Statutes § 16C.05, subdivision 2. 1.2. Expiration Date. This Agreement will expire when all obligations have been satisfactorily fulfilled. 1.3. Survival of Terms. All clauses which impose obligations continuing in their nature and which must survive in order to give effect to their meaning will survive the expiration or termination of this Agreement, including, without limitation, the following clauses: State Ownership of Improvements; Maintenance by Page 183 of 206 ## MnDOT Contract No.: 1062472 -2- ## Payable Standard with Signal (Cooperative Agreements) the City; Maintenance by the County; Liability; Worker Compensation Claims; Insurance; State Audits; Government Data Practices; Governing Law; Jurisdiction; Venue; and Force Majeure. 1.4. Plans, Specifications, and Special Provisions. State-Aid approved City plans, specifications, and special provisions designated by the City, County and the State as State Aid Project No. 070-603-015 and No. 239- 010-004 and State Project No. 7003-116 (TH 25=025) are on file in the office of the City's Engineer and incorporated into this Agreement by reference ("Project Plans"). 1.5. Exhibits. Preliminary Schedule "I" is attached and incorporated into this Agreement. Exhibit "A" - Storm Sewer Ownership and Maintenance is attached or incorporated by reference. ## 2. Right-of-Way Use 2.1. Limited Right to Occupy. The State grants to the City (and its contractors and consultants) the right to occupy Trunk Highway Right-of-Way as necessary to perform the work described in the Project Plans. This right is limited to the purpose of constructing the project, and administering such construction, and may be revoked by the State at any time, with or without cause. Cause for revoking this right of occupancy includes, but is not limited to, breaching the terms of this or any other agreement (relevant to this project) with the State, failing to provide adequate traffic control or other safety measures, failing to perform the construction properly and in a timely manner, and failing to observe applicable environmental laws or terms of applicable permits. The State will have no liability to the City (or its contractors or consultants) for revoking this right of occupancy. 2.2. State Access; Suspension of Work; Remedial Measures. The State's District Engineer or assigned representative retains the right to enter and inspect the Trunk Highway Right-of-Way (including the construction being performed on such right-of-way) at any time and without notice to the City or its contractor. If the State determines (in its sole discretion) that the construction is not being performed in a proper or timely manner, or that environmental laws (or the terms of permits) are not being complied with, or that traffic control or other necessary safety measures are not being properly implemented, then the State may direct the City (and its contractor) to take such remedial measures as the State deems necessary. The State may require the City (and its contractors and consultants) to suspend their operations until suitable remedial action plans are approved and implemented. The State will have no liability to the City (or its contractors or consultants) for exercising its rights under this provision. 2.3. Traffic Control; Worker Safety. While the City or County (and its contractors and consultants) are occupying the State's Right-of-Way, they must comply with the approved traffic control plan, and with applicable provisions of the Work Zone Field Handbook (http://www.dot.state.mn.us/trafficeng/workzone/index.html). All City, County, contractor, and consultant personnel occupying the State's Right-of-Way must be provided with required reflective clothing and hats. 2.4. State Ownership of Improvements. The State will retain ownership of its Trunk Highway Right-of-Way, including any improvements made to such right-of-way under this Agreement, unless otherwise noted. The warranties and guarantees made by the City's contractor with respect to such improvements (if any) will flow to the State. The City will assist the State, as necessary, to enforce such warranties and guarantees, and to obtain recovery from the City's consultants, and contractor (including its sureties) for non-performance of contract work, for design errors and omissions, and for defects in materials and workmanship. Upon request of the State, the City will undertake such actions as are reasonably necessary to transfer or assign contract rights to the State and to permit subrogation by the State with respect to claims against the City's consultants and contractors. 2.5. Utility Relocation. The State authorizes the City to issue Notices and Orders for utility relocation in accordance with Minnesota Statutes §161.45 and Minnesota Rules Part 8810.3100 through 8810.3600 Page 184 of 206 ## MnDOT Contract No.: 1062472 -3- ## Payable Standard with Signal (Cooperative Agreements) ## 3. Contract Award and Construction 3.1. Bids and Award. The City will receive bids and award a construction contract to the lowest responsible bidder (or best value proposer), subject to concurrence by the State in that award, according to the Project Plans. The contract construction will be performed according to the Project Plans. 3.2. Bid Documents Furnished by the City. The City will, within 7 days of opening bids for the construction contract, submit to the State Aid Agreements Engineer a copy of the low bid and an abstract of all bids together with the City's request for concurrence by the State in the award of the construction contract. The City will not award the construction contract until the State advises the City in writing of its concurrence. 3.3. Rejection of Bids. The City may reject and the State may require the City to reject any or all bids for the construction contract. The party rejecting or requiring the rejection of bids must provide the other party written notice of that rejection or requirement for rejection no later than 30 days after opening bids. Upon the rejection of all bids, a party may request, in writing, that the bidding process be repeated. Upon the other party's written approval of such request, the City will repeat the bidding process in a reasonable period of time, without cost or expense to the State. 3.4. Contract Terms. The City's contract with its construction contractor(s) must include the following terms: A. A clause making the State of Minnesota, acting through its Commissioner of Transportation, an intended third-party beneficiary of the contract with respect to the portion of work performed on the ## State's Right-of-Way; and B. A clause requiring the State to be named as an additional insured on any insurance coverage which the contractor is required to provide; and C. A clause stating that any warranties provided by the contractor, for the work performed on the trunk highway, will flow to, and be enforceable by, the State as the owner of such improvements. 3.5. Direction, Supervision, and Inspection of Construction. A. The contract construction will be under the direction of the City and under the supervision of a registered professional engineer; however, the State participation construction covered under this Agreement will be open to inspection by the State District Engineer's authorized representatives. The City will give the State Aid Agreements Engineer at Roseville five days’ notice of its intention to start the contract construction. B. Responsibility for the control of materials for the contract construction will be on the City and its contractor and will be carried out according to Specifications No. 1601 through and including No. 1609 in the State's current "Standard Specifications for Construction". 3.6. Completion of Construction. The City will cause the contract construction to be started and completed according to the time schedule in the construction contract special provisions. The completion date for the contract construction may be extended, by an exchange of letters between the appropriate City official and the State District Engineer's authorized representative, for unavoidable delays encountered in the performance of the contract construction. 3.7. Plan Changes. The State will not participate in the cost of any contract construction that is in addition to the State participation construction covered under this Agreement unless the following conditions have been met: A. The necessary State funds have been encumbered. Page 185 of 206 ## MnDOT Contract No.: 1062472 -4- ## Payable Standard with Signal (Cooperative Agreements) B. All changes in the Project Plans and all addenda, change orders, supplemental agreements, and work orders entered into by the City and its contractor for State participation construction are approved in writing by the State District Engineer's authorized representative. 3.8. Compliance with Laws, Ordinances, and Regulations. The City will comply and cause its contractor to comply with all Federal, State, and Local laws, and all applicable ordinances and regulations. With respect only to that portion of work performed on the State's Trunk Highway Right-of-Way, the City will not require the contractor to follow local ordinances or to obtain local permits. ## 4. Right-of-Way; Easements; Permits 4.1. The City will obtain all rights-of-way, easements, construction permits, and any other permits and sanctions that may be required in connection with the local and trunk highway portions of the contract construction. Before payment by the State, the City will furnish the State with certified copies of the documents for rights-of-way and easements, construction permits, and other permits and sanctions required for State participation construction covered under this Agreement. 4.2. The City will convey to the State by quit claim deed, all newly acquired rights needed for the continuing operation and maintenance of the Trunk Highway, if any, upon completion of the Project, at no cost or expense to the State. 4.3. The City will comply with Minnesota Statutes § 216D.04, subdivision 1(a), for identification, notification, design meetings, and depiction of utilities affected by the contract construction. 4.4. The City will submit to the State's Utility Engineer an original permit application for all utilities owned by the City of Belle Plaine to be constructed upon and within the Trunk Highway Right-of-Way. Applications for permits will be made on State form "Application for Utility Permit on Trunk Highway Right-of-Way" (Form 2525). 4.5. The City will submit to the Minnesota Pollution Control Agency the plans and specifications for the construction or reconstruction of its sanitary sewer facilities to be performed under the construction contract and obtain, under Minnesota Statutes § 115.07 or Minnesota Rules 7001.1030, subpart 2C, either a permit or written waiver from that agency for that construction or reconstruction. The City/County is advised that under Minnesota Rules 7001.1040, a written application for the permit or waiver must be submitted to the Minnesota Pollution Control Agency at least 180 days before the planned date of the sanitary sewer facility construction or reconstruction. 4.6. Limited Use Permit. The City will obtain, through the District's Right-of-Way Area Manager, Limited Use Permit No. 7003-0041 and 7003-0117 to cover the City's liability responsibilities of city monument and lighting already constructed and banner attachments for city lighting upon the State's Right-of-Way. 5. Maintenance by the City Upon completion of the Project, the City will provide the following without cost or expense to the State: 5.1. Roundabout on TH 25. A. Roundabout Approaches. Maintenance of South Walnut Street approaches up to the curb line of the outer circle of the TH 25 roundabout. Maintenance includes, but is not limited to, snow, ice and debris removal, resurfacing, seal coating, and any other maintenance activities according to accepted City maintenance practices. B. Roundabout Circle. Maintenance of the roundabout circle on TH 25 at South Walnut Street. The State and City will provide for snow, ice and debris removal of the roadway portion of the roundabout circle Page 186 of 206 ## MnDOT Contract No.: 1062472 -5- ## Payable Standard with Signal (Cooperative Agreements) in conjunction with ongoing maintenance activities of their respective roadway approaches to the roundabout circle. The State will provide for resurfacing, seal coating, and any other maintenance activities necessary to perpetuate the roadway portion of the roundabout circle in a safe and usable condition. C. Roundabout Landscaping. Maintenance of any landscaping in the South Walnut Street roundabout. Maintenance includes but is not limited to, vegetation control, litter and debris removal, removal and replacement of all dead or diseased plantings, and any other maintenance activities necessary to perpetuate the landscaping in a safe, usable, and aesthetically acceptable condition. 5.2. Drainage Elements. Routine maintenance of any drainage elements construction, not including culverts. Routine maintenance includes removal of sediment, debris, vegetation, and ice from grates and catch basins; replacement of grates or manhole covers; and pavement repair around manholes and catch basins; and any other maintenance activities necessary to preserve the facilities and to prevent conditions such as flooding, erosion, or sedimentation. The City will inform the State's District Maintenance Engineer of any needed repairs when conducting routine drainage maintenance on trunk highway right of way. 5.3. Municipal Utilities. Maintenance of any municipal-owned utilities construction, without cost or expense to the State. 5.4. Sidewalks. Maintenance of any sidewalk construction, including pedestrian refuge islands, stamped and colored concrete sidewalk (if any), and pedestrian ramps. Maintenance includes, but is not limited to, patching, removing trip hazards (other than panel replacement), keeping the facilities usable during winter to the local standard, sweeping, debris removal, vegetation control, signs, and pavement markings. 5.5. Lighting. Maintenance of lighting at and approaching the roundabout, including all legs and within the roundabout, will be shared between the State and the City. The City will be responsible for the hook up cost and application to secure an adequate power supply to the service pad or pole and will pay all monthly electrical service expenses necessary to operate the lighting facility. The City will be responsible for minor maintenance, including, but not limited to re-lamping or LED luminaire replacement, repair or replacement of all damaged luminaire glassware, luminaires when damaged or when ballasts fail, photoelectric control on luminaires, and painting of poles and other equipment, if applicable, for the entire system. The State will be responsible for major maintenance, including, but not limited to Gopher State One Call (GSOC) locates, knocked down poles including wiring within the poles, damaged poles, pull boxes, underground wire, loose connections, damaged foundations, defective starter boards or drivers, damaged fuse holders, and blown fuses for the entire system. 5.6. Monuments. The City will perform or provide for all future maintenance of the monuments. Such maintenance will be performed without cost or expense to the State. Maintenance includes, but is not limited to: maintenance of associated landscaping, maintenance of associated lighting/spot lights, cleaning, graffiti removal, painting, spot/surface repairs to stone/masonry/exterior surface, full replacement and any other maintenance activities necessary to perpetuate the Monuments (if any) in a safe, usable, and aesthetically pleasing condition. 5.7. Additional Drainage. No party to this Agreement will drain any additional drainage volume into the storm sewer facilities constructed under the construction contract that was not included in the drainage for which the storm sewer facilities were designed, without first obtaining written permission to do so from the other party.. 6. Maintenance by the County Upon completion of the Project, the County will provide the following without cost or expense to the State: Page 187 of 206 ## MnDOT Contract No.: 1062472 -6- ## Payable Standard with Signal (Cooperative Agreements) 6.1. Roadways. Maintenance of CSAH 3 / Main Street East. Maintenance includes, but is not limited to, snow, ice and debris removal, resurfacing, seal coating, and any other maintenance activities according to accepted County maintenance practices. 6.2. Roundabout on TH 25. A. Roundabout Approaches. Maintenance of CSAH 3 / Main Street East approaches up to the curb line of the outer circle of the TH 25 roundabout. Maintenance includes, but is not limited to, snow, ice and debris removal, resurfacing, seal coating, and any other maintenance activities according to accepted County maintenance practices. B. Roundabout Circle. Maintenance of the roundabout circle on TH 25 at CSAH 3 / Main Street East. The State and County will provide for snow, ice and debris removal of the roadway portion of the roundabout circle in conjunction with ongoing maintenance activities of their respective roadway approaches to the roundabout circle. The State will provide for resurfacing, seal coating, and any other maintenance activities necessary to perpetuate the roadway portion of the roundabout circle in a safe and usable condition. C. Roundabout Landscaping. Maintenance of any landscaping in the CSAH 3 / Main Street East roundabout. Maintenance includes but is not limited to, vegetation control, litter and debris removal, removal and replacement of all dead or diseased plantings, and any other maintenance activities necessary to perpetuate the landscaping in a safe, usable, and aesthetically acceptable condition. 6.3. Drainage Elements. Routine maintenance of any drainage elements construction, not including culverts. Routine maintenance includes removal of sediment, debris, vegetation, and ice from grates and catch basins; replacement of grates or manhole covers; and pavement repair around manholes and catch basins; and any other maintenance activities necessary to preserve the facilities and to prevent conditions such as flooding, erosion, or sedimentation. The County will inform the State's District Maintenance Engineer of any needed repairs when conducting routine drainage maintenance on trunk highway right of way.. ## 7. Basis of State Cost 7.1. Schedule "I". The Preliminary Schedule "I" includes all anticipated State participation construction items and the construction engineering cost share covered under this Agreement. 7.2. State Participation Construction. The State will participate in the following at the percentages indicated. The construction includes the State's proportionate share of item costs for mobilization, and traffic control. 100 Percent will be the State's rate of cost participation in all of the grading, concrete, bituminous paving, lighting, roundabout and ADA improvements construction. 7.3. Construction Engineering Costs. The State will pay a construction engineering charge equal to 8 percent of the total State participation construction covered under this Agreement up to the capped amount. 7.4. Addenda, Change Orders, Supplemental Agreements, and Work Orders. The State will share in the costs of construction contract addenda, change orders, supplemental agreements, and work orders that are necessary to complete the State participation construction covered under this Agreement and are approved in writing by the State District Engineer's authorized representative. 7.5. Capped State Funds. The State LPP funds available on this Project are capped at $1,000,000.00. 7.6. Liquidated Damages. All liquidated damages assessed the City/County's contractor in connection with the construction contract will result in a credit shared by each party in the same proportion as their total Page 188 of 206 ## MnDOT Contract No.: 1062472 -7- ## Payable Standard with Signal (Cooperative Agreements) construction cost share covered under this Agreement is to the total contract construction cost before any deduction for liquidated damages. 8. State Cost and Payment by the State 8.1. State Cost. 1,000,000.00 is the State's estimated share of the costs of the contract construction, which includes the construction engineering cost share as shown in the Preliminary Schedule "I." The Preliminary Schedule "I" was prepared using anticipated construction items and estimated quantities and unit prices and may include any credits or lump sum costs. Upon review of the construction contract bid documents described in Article 3.2, the State will decide whether to concur in the City's award of the construction contract and, if so, prepare a Revised Schedule "I" based on construction contract construction items, quantities, and unit prices, which will replace and supersede the Preliminary Schedule "I" as part of this Agreement. 8.2. Conditions of Payment. The State will pay the City the State's total estimated construction cost share, which does not include the construction engineering cost share or the contingency amount, as shown in the Revised Schedule "I", after the following conditions have been met: A. Encumbrance by the State of the State's total estimated construction cost share, the 8 percent construction engineering cost share, and the contingency amount, as shown in the Revised Schedule "I". B. Execution of this Agreement and transmittal to the City, including a letter advising of the State's concurrence in the award of the construction contract. C. The State's receipt of a written request from the City for the advancement of funds. The request will include certification by the City that all necessary parties have executed the construction contract. 8.3. Limitations of State Payment; No State Payment to Contractor. The State's participation in the contract construction is limited to the State participation construction shown in Article 7.1, and the State's participation will not change except by a mutually agreed written amendment to this Agreement. The State's payment obligation extends only to the City. The City's contractor is not intended to be and will not be deemed to be a third party beneficiary of this Agreement. The City's contractor will have no right to receive payment from the State. The State will have no responsibility for claims asserted against the City by the City's contractor. 8.4. Construction Costs Exceeding Encumbered Amount. Whenever it appears the cost of the State participation construction covered under this Agreement is about to exceed the current amount of encumbered State funds, the City will notify the State District Engineer's authorized representative in writing prior to performance of the additional State participation construction. Notification will include an estimate in the amount of additional funds necessary to complete the State participation construction including construction engineering costs and the reason(s) why the current amount encumbered will be exceeded. The State will, upon its approval of the additional State participation construction, encumber the necessary additional funds. That action will have the effect of amending this Agreement so as to include the State's share of the costs of the additional construction. Should the City cause the performance of additional contract construction which would otherwise qualify for State participation construction covered under this Agreement, but for which the State has not previously encumbered funds, that additional contract construction is done at the City's own risk. The City will notify the State District Engineer's authorized representative in writing of the additional State participation construction. Notification will include an estimate in the amount of additional funds necessary to cover the additional State participation construction including construction engineering costs Page 189 of 206 ## MnDOT Contract No.: 1062472 -8- ## Payable Standard with Signal (Cooperative Agreements) and the reason(s) why the current amount encumbered was exceeded. If the State District Engineer's authorized representative approves the additional State participation construction, the City's claim for compensation along with a request for encumbrance of the necessary additional funds will be submitted to the State's Budget Section for review of compliance with Minnesota Statutes § 16A.15, subdivision 3, but no guarantee is made that the claim will be approved by the State's Budget Section. If the claim for compensation and the request for encumbrance of the necessary additional funds are approved by the State's Budget Section, that action will have the effect of amending this Agreement so as to include the State's share of the costs of the additional construction. 8.5. Records Keeping and Invoicing by the City. The State will provide the City with a Payment Processing Package containing a Modified Schedule "I" form, instructions, and samples of documents for processing final payment of the State participation construction covered under this Agreement. The City will keep records and accounts that enable it to provide the State with the following prior to final payment: A. A copy of the Modified Schedule "I" which includes final quantities of State participation construction. B. Copies of the City contractor's invoice(s) covering all contract construction. C. Copies of the endorsed and canceled City warrant(s) or check(s) paying for final contract construction, or computer documentation of the warrant(s) issued, certified by an appropriate City official that final construction contract payment has been made. D. Copies of all construction contract change orders, supplemental agreements, and work orders. E. A certification form, attached to a copy of the Final Schedule "I", both provided by the State. The certification form will be signed by the City's Engineer in charge of the contract construction attesting to the following: i. Satisfactory performance and completion of all contract construction according to the Project Plans. ii. Acceptance and approval of all materials furnished for the contract construction relative to compliance of those materials to the State's current "Standard Specifications for Construction". iii. Full payment by the City to its contractor for all contract construction. F. When requested, copies certified by the City's Engineer, of material sampling reports and material testing results for the materials furnished for the contract construction. G. A copy of the "as built" plan sent to the District State Aid Agreements Engineer. H. A formal invoice (original and signed) in the amount due the City as shown in the Final Schedule "I". 8.6. Final Payment by the State. Upon completion of all contract construction, the State will prepare a Final Schedule "I" according to the procedures detailed in the Payment Processing Package and submit a copy to the City. The Final Schedule "I" will be based on final quantities, and include all State participation construction items and the construction engineering cost share covered under this Agreement. If the final cost of the State participation construction exceeds the amount of funds advanced by the State, the State will pay the difference to the City without interest. If the final cost of the State participation construction is less than the amount of funds advanced by the State, the City will refund the difference to the State without interest. Page 190 of 206 ## MnDOT Contract No.: 1062472 -9- ## Payable Standard with Signal (Cooperative Agreements) The State and the City waive claims for any payments or refunds less than $5.00 according to Minnesota Statutes § 15.415. ## 9. Authorized Representatives Each party's Authorized Representative is responsible for administering this Agreement and is authorized to give and receive any notice or demand required or permitted by this Agreement. ## 9.1. The State's Authorized Representative will be: Name, Title: Malaki Ruranika, Cooperative Agreements Engineer (or successor) Address: 395 John Ireland Boulevard, Mailstop 682, St. Paul, MN 55155 Telephone: (651) 366-4634 E-Mail: malaki.ruranika@state.mn.us ## 9.2. The City's Authorized Representative will be: ## Name, Title: Dawn Meyer, City Administrator (or successor) Address: 218 North Meridian Street, P.O. Box 129, Belle Plaine, MN 56011 Telephone: (952) 873-5553 E-Mail: cityhall@belleplainemn.gov ## 9.3. The County's Authorized Representative will be: ## Name, Title: Tony Winiecki, City Engineer (or successor) Address: 600 Country Trail East, Jordan, MN 55352 ## Telephone: Jordan, MN 55352 E-Mail: twiniecki@co.scott.mn.us ## 10. Assignment; Amendments; Waiver; Contract Complete 10.1. Assignment. No party may assign or transfer any rights or obligations under this Agreement without the prior consent of the other party and a written assignment agreement, executed and approved by the same parties who executed and approved this Agreement, or their successors in office. 10.2. Amendments. Any amendment to this Agreement must be in writing and will not be effective until it has been executed and approved by the same parties who executed and approved the original Agreement, or their successors in office. 10.3. Waiver. If a party fails to enforce any provision of this Agreement, that failure does not waive the provision or the party's right to subsequently enforce it. 10.4. Contract Complete. This Agreement contains all prior negotiations and agreements between the State, the City, and the County. No other understanding regarding this Agreement, whether written or oral, may be used to bind either party. ## 11. Liability; Worker Compensation Claims; Insurance 11.1. Each party is responsible for its own acts, omissions and the results thereof to the extent authorized by law and will not be responsible for the acts and omissions of others and the results thereof. Minnesota Statutes § 3.736 and other applicable law govern liability of the State. Minnesota Statutes Chapter 466 and other applicable law govern liability of the City and the County. Notwithstanding the foregoing, the City and the County will indemnify, hold harmless, and defend (to the extent permitted by the Minnesota Attorney General) the State against any claims, causes of actions, damages, costs (including reasonable attorneys fees), and expenses arising in connection with the project covered by this Agreement, regardless Page 191 of 206 ## MnDOT Contract No.: 1062472 -10- ## Payable Standard with Signal (Cooperative Agreements) of whether such claims are asserted by the City's or the County's contractor(s) or consultant(s) or by a third party because of an act or omission by the City, the County, or their respective contractor(s) or consultant(s). 11.2. Each party is responsible for its own employees for any claims arising under the Workers Compensation Act. 11.3. The City may require its contractor to carry insurance to cover claims for damages asserted against the City's contractor. 12. Nondiscrimination Provisions of Minnesota Statutes § 181.59 and of any applicable law relating to civil rights and discrimination are considered part of this Agreement. ## 13. Title VI/Nondiscrimination Assurances The City and the County agree to comply with all applicable US DOT Standard Title VI/Non-Discrimination Assurances contained in DOT Order No. 1050.2A, and in particular Appendices A and E, which can be found at: https://edocs-public.dot.state.mn.us/edocs_public/DMResultSet/download?docId=11149035. If federal funds are included in this Agreement, the City and the County will ensure the appendices and solicitation language within the assurances are inserted into contracts as required. The State may conduct a review of the City’s and the County’s compliance with this provision. The City and the County must cooperate with the State throughout the review process by supplying all requested information and documentation to the State, making City and County staff and officials available for meetings as requested, and correcting any areas of non-compliance as determined by the State. ## 14. State Audits Under Minnesota Statutes § 16C.05, subdivision 5, the City's and the County's books, records, documents, accounting procedures, and practices relevant to this Agreement are subject to examination by the State and the State Auditor or Legislative Auditor, as appropriate, for a minimum of six years from the end of this Agreement. ## 15. Government Data Practices The City, County, and State must comply with the Minnesota Government Data Practices Act, Minnesota Statutes Chapter 13, as it applies to all data provided under this Agreement, and as it applies to all data created, collected, received, stored, used, maintained, or disseminated by the City and the County under this Agreement. The civil remedies of Minnesota Statutes §13.08 apply to the release of the data referred to in this clause by either the City, the County, or the State. ## 16. Governing Law; Jurisdiction; Venue Minnesota law governs the validity, interpretation and enforcement of this Agreement. Venue for all legal proceedings arising out of this Agreement, or its breach, must be in the appropriate state or federal court with competent jurisdiction in Ramsey County, Minnesota. ## 17. Termination; Suspension 17.1. By Mutual Agreement. This Agreement may be terminated by mutual agreement of the parties or by the State for insufficient funding as described below. 17.2. Termination for Insufficient Funding. The State may immediately terminate this Agreement if it does not obtain funding from the Minnesota Legislature, or other funding source; or if funding cannot be continued Page 192 of 206 ## MnDOT Contract No.: 1062472 -11- ## Payable Standard with Signal (Cooperative Agreements) at a level sufficient to allow for the payment of the services covered here. Termination must be by written or fax notice to the City and the County. The State is not obligated to pay for any services that are provided after notice and effective date of termination. However, the City and the County will be entitled to payment, determined on a pro rata basis, for services satisfactorily performed to the extent that funds are available. The State will not be assessed any penalty if this Agreement is terminated because of the decision of the Minnesota Legislature, or other funding source, not to appropriate funds. 17.3. Suspension. In the event of a total or partial government shutdown, the State may suspend this Agreement and all work, activities, performance and payments authorized through this Agreement. Any work performed during a period of suspension will be considered unauthorized work and will be undertaken at the risk of non-payment. ## 18. Force Majeure No party will be responsible to the other for a failure to perform under this Agreement (or a delay in performance), if such failure or delay is due to a force majeure event. A force majeure event is an event beyond a party's reasonable control, including but not limited to, unusually severe weather, fire, floods, other acts of God, labor disputes, acts of war or terrorism, or public health emergencies. [The remainder of this page has been intentionally left blank] Page 193 of 206 ii ## C: " ## C. ## ,..._I a, co r-- 0'1 .... ## LEGEND ## (XXXX) ## DRAINAGE STRUCTURE NUMBER ## O,,@ ## PROPOSED/INPLACE MANHOLE ## STRUCTURE AND/OR CASTING ®/■ ## PROPOSED/INPLACE CATCH BASIN ## STRUCTURE AND/OR CASTING ==:>/---. ## SURFACE FLOW DIRECTION -->- ## PROPOSED STORM SEWER ## AND/OR CULVERT ->-- ## INPLACE STORM SEWER ## AND/OR CULVERT ## BEGIN CONSTRUCTION ## S.A.P. 070-603-015 ## CSAH 3 EB ## STA: 101+00.00 � 100 --->--- ----- ----- -- -- ------- ## PROPOSED 4" SUBDRAIN ## (UNLESS NOTED) ## EXISTING RIGHT-OF-WAY ## EXISTING EASEMENT ## TEMPORARY EASEMENT ## PROPERTY LINE ## CONSTRUCTION LIMITS ## I ## I --+--� jp ... ____ 1--------r---,-, ## G ## BEGIN RECONSTRUCTION ## CSAH 3 EB ## STA: 101+70.31 ## GENERAL NOTES: ## - SEE SIGNING & STRIPING PLAN FOR SIGN ## DELINEATOR. AND MARKER REMOVALS. , ## Default ## END RECONSTRUCTION CONSTRUCTION ## S.A.P. 070-603-015 ## CSAH 3 EB ## STA: 102+96. 73 ## KNOWN BURIED CATCH BASIN ## WITH STEEL PLATE COVER TO BE ## MAINTAINED AS 15 IF FOUND 0 25 �--- so ## Iii\ BOLTON ## \[V&MENK ## SCALE ## FEET H:\BELL\25X137897000\CAD\ORD\BELL-25X137897000\Sheets\Drainage\cd137897 _300drp001.dgn ## END CONSTRUCTION ## S.P. 7003-116, S.A.P. 239-010-004 ## TH 25 NB ## STA 15+07.43 - ---- ## END RECONSTRUCTION ## TH 25 NB ## STA: 14+82.50 0 l"T7 • t;:; � z ::.---�1--.-----"(1;::�1'tf�T•;:. ## A �•�•,:yiS·-!'" �"�\�·� ... !S• "71' 7 == t;;;�;�:i���::;;t::;;��::: ::: ����� ::: ::::�jj�i\ � ## 12224 NICOLLET AVENUE ## BURNSVILLE, MINNESOTA SS337 Phone: (952) 890-0S09 ## Email: Burnsville@bolton-menk.com www.bolton-menk.com <<- ## I ## I ## I ## BEGIN RECONSTRUCTION ## TH 25 EB/NB ## STA: 988+38.42 EB ## STA: 12+37.24 NB ## DESIGNED ## MSN ## DRAWN ## MSN ## CHECKED ## DJA ## END RECONSTRUCTION ## TH 25 EB STA: 991+90.ll ## X ## I ## 5.P. 7003-116 (TH 25), 5.A.P. 239-010-004, 5.A.P. 070-603-015 ## TH 25 / CSAH 3 INTERSECTION IMPROVEMENTS ## DRAINAGE PLANS ## SHEET 33 ## OF 66 Page 194 of 206 ## PRELIMINARY SCHEDULE "I" ## Agreement No. 1062472 ## City of Belle Plaine SP 7003-116 070-603-015 (TH 25=025)Preliminary: June 16, 2026 ## SAP 070-603-015 Grading, Concrete, Bituminous Paving, Lighting, Roundabout and ADA improvements construction performed under City contract with ____ located on TH 25 @ CSAH 3 ## STATE COST PARTICIPATION ## From Sheet No. 2966,911.80 (1) Subtotal $966,911.80 ## Construction Engineering (8%)33,088.20 Subtotal (Capped at $1,000,000.00)$1,000,000.00 ## Encumbered Amount $1,000,000.00 (1) Amount of advance payment as described in Article 8.1 of the Agreement (estimated amount) Data is considered Non-public prior to project award under the Minnesota Government Data Practices Act, Minnesota Statutes Chapter 13. - 1 - Page 195 of 206 1062472 ## (1) 100% LPP FUNDS CAPPED, REMAINDER LOCAL FUNDS ## (P) = PLAN QUANTITY ## ITEMSP 7003-116 070-603-015UNITQUANTITY UNIT PRICECOST ## NUMBERBELLE PLAINE ROUNDABOUT(1) ## 2011.601LUMP SUM1.0015,000.0015,000.00 ## 2021.501 MOBILIZATIONLUMP SUM0.64149,000.0095,360.00 ## 2101.502 CLEARINGEACH3.00360.001,080.00 ## 2101.502 GRUBBINGEACH3.00700.002,100.00 ## 2102.503 PAVEMENT MARKING REMOVALLIN FT500.001.10550.00 ## 2104.502 REMOVE DRAINAGE STRUCTUREEACH6.00480.002,880.00 ## 2104.502 REMOVE SIGNEACH14.0030.00420.00 ## 2104.502 SALVAGE SIGNEACH2.0030.0060.00 ## 2104.503 SAWING BITUMINOUS PAVEMENT (FULL DEPTH)LIN FT280.0015.004,200.00 ## 2104.503 REMOVE CURB AND GUTTERLIN FT1,017.0010.0010,170.00 ## 2104.504 REMOVE CONCRETE WALKSQ YD656.0016.0010,496.00 ## 2104.504 REMOVE CONCRETE DRIVEWAY PAVEMENTSQ YD224.0016.003,584.00 ## 2104.504 REMOVE BITUMINOUS DRIVEWAY PAVEMENTSQ YD98.0010.00980.00 ## 2104.504 REMOVE BITUMINOUS PAVEMENTSQ YD3,352.006.0020,112.00 ## 2104.601 REMOVE TEMPORARY SIGNAL SYSTEMLUMP SUM0.5012,000.006,000.00 2106.507EXCAVATION - COMMON (P)CU YD1,212.0026.0031,512.00 2106.507 EXCAVATION - SUBGRADE (P)CU YD1,025.0028.0028,700.00 2106.507 SELECT GRANULAR EMBANKMENT (CV) (P)CU YD1,091.0026.0028,366.00 2106.507 COMMON EMBANKMENT (CV) (P)CU YD331.0015.004,965.00 2211.507 AGGREGATE BASE (CV) CLASS 5 (P)CU YD1,224.0045.0055,080.00 ## 2301.602 DRILL AND GROUT DOWEL BAR (EPOXY COATED)EACH204.0030.006,120.00 ## 2360.509 TYPE SP 12.5 NON WEARING COURSE MIXTURE (4,B)TON387.00110.0042,570.00 ## 2360.509 TYPE SP 12.5 WEARING COURSE MIXTURE (4,F)TON515.00135.0069,525.00 ## 2502.503 4" PERF PE PIPE DRAINLIN FT878.0010.008,780.00 ## 2503.503 15" RC PIPE SEWER DESIGN 3006 CLASS VLIN FT173.00105.0018,165.00 ## 2503.503 30" RC PIPE SEWER DESIGN 3006 CLASS IILIN FT257.00130.0033,410.00 ## 2503.503 42" RC PIPE SEWER DESIGN 3006 CLASS IILIN FT29.00250.007,250.00 ## 2503.503 48" RC PIPE SEWER DESIGN 3006 CLASS IILIN FT216.00300.0064,800.00 ## 2503.602 CONSTRUCT BULKHEADEACH1.001,500.001,500.00 ## 2503.602 CONNECT TO EXISTING STORM SEWEREACH3.001,800.005,400.00 ## 2506.503 CONSTRUCT DRAINAGE STRUCTURE DESIGN GLIN FT8.80500.004,400.00 ## 2506.503 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020LIN FT4.70575.002,702.50 ## 2506.503 CONSTRUCT DRAINAGE STRUCTURE DESIGN 60-4020LIN FT30.60675.0020,655.00 ## 2506.503 CONSTRUCT DRAINAGE STRUCTURE DESIGN 72-4020LIN FT33.70750.0025,275.00 Data is considered Non-public prior to project award under the Minnesota Government Data Practices Act, Minnesota Statutes Chapter 13. - 2 - Page 196 of 206 1062472 ## (1) 100% LPP FUNDS CAPPED, REMAINDER LOCAL FUNDS ## (P) = PLAN QUANTITY ## ITEMSP 7003-116 070-603-015UNITQUANTITY UNIT PRICECOST ## NUMBERBELLE PLAINE ROUNDABOUT(1) ## 2506.503 CONSTRUCT DRAINAGE STRUCTURE DESIGN 96-4020LIN FT1,800.0012.0021,600.00 ## 2521.518 4" CONCRETE WALKSQ FT8.005,958.0047,664.00 ## 2521.518 7" CONCRETE WALKSQ FT14.001,521.0021,294.00 ## 2521.602 DRILL AND GROUT REINF BAR (EPOXY COATED)EACH20.00202.004,040.00 ## 2521.618 CONCRETE CURB RAMP WALKSQ FT20.001,117.0022,340.00 ## 2531.503 CONCRETE CURB AND GUTTER DESIGN B424LIN FT28.00268.007,504.00 ## 2531.503 CONCRETE CURB AND GUTTER DESIGN B624LIN FT35.00788.0027,580.00 ## 2531.503 CONCRETE CURB AND GUTTER DESIGN SPECIAL 1LIN FT38.00550.0020,900.00 ## 2531.503 CONCRETE CURB AND GUTTER DESIGN SPECIAL 2LIN FT40.00145.005,800.00 ## 2531.504 CONCRETE MEDIANSQ YD315.00111.0034,965.00 ## 2531.504 6" CONCRETE DRIVEWAY PAVEMENTSQ YD100.00318.0031,800.00 ## 2531.618 TRUNCATED DOMESSQ FT60.00119.007,140.00 ## 2563.601 TRAFFIC CONTROLLUMP SUM45,000.000.6428,800.00 ## 2563.601 ALTERNATE PEDESTRIAN ROUTELUMP SUM5,500.001.005,500.00 ## 2564.602 INSTALL SIGNEACH650.002.001,300.00 ## 2564.618 SIGNSQ FT78.00145.0011,310.00 ## 2573.501 STABILIZED CONSTRUCTION EXITLUMP SUM6,500.001.006,500.00 ## 2573.501 EROSION CONTROL SUPERVISORLUMP SUM9,000.001.009,000.00 ## 2573.502 STORM DRAIN INLET PROTECTIONEACH250.0011.002,750.00 ## 2573.503 SEDIMENT CONTROL LOG TYPE WOOD FIBERLIN FT4.00222.00888.00 ## 2574.505 SUBSOILINGACRE700.000.20140.00 ## 2574.505 SOIL BED PREPARATIONACRE800.000.50400.00 ## 2574.508 FERTILIZER TYPE 1POUND1.0077.0077.00 ## 2575.505 SEEDINGACRE1,800.000.30540.00 ## 2575.505 MOWINGACRE150.000.6090.00 ## 2575.505 WEED SPRAYINGACRE450.000.1567.50 ## 2575.506 WEED SPRAY MIXTUREGALLON85.000.021.70 ## 2575.608 SEED SOUTHERN BOULEVARDPOUND8.505.0042.50 ## 2575.508 SEED RESIDENTIAL TURFGRASSPOUND7.001.007.00 ## 2575.508 HYDRAULIC REINFORCED FIBER MATRIXPOUND2.50849.002,122.50 ## 2575.523 RAPID STABILIZATION METHOD 3M GALLON650.002.801,820.00 ## 2582.503 24" SOLID LINE MULTI-COMPONENTLIN FT15.0050.00750.00 ## 2582.503 4" DOUBLE SOLID LINE MULTI-COMPONENT GROUND IN (WR)LIN FT2.25486.001,093.50 ## 2582.503 24" SOLID LINE MULTI-COMPONENT GROUND IN (WR)LIN FT17.5033.00577.50 Data is considered Non-public prior to project award under the Minnesota Government Data Practices Act, Minnesota Statutes Chapter 13. - 3 - Page 197 of 206 1062472 ## (1) 100% LPP FUNDS CAPPED, REMAINDER LOCAL FUNDS ## (P) = PLAN QUANTITY ## ITEMSP 7003-116 070-603-015UNITQUANTITY UNIT PRICECOST ## NUMBERBELLE PLAINE ROUNDABOUT(1) ## 2582.503 6" SOLID LINE MULTI-COMPONENT GROUND IN (WR)LIN FT2,317.001.904,402.30 ## 2582.503 6" DOTTED LINE MULTI-COMPONENT GROUND IN (WR)LIN FT42.001.9079.80 ## 2582.503 12" DOTTED LINE PREFORM THERMOPLASTIC GROUND IN (WR)LIN FT60.0016.00960.00 ## 2582.518 PAVEMENT MESSAGE PREFORM THERMOPLASTIC GROUND INSQ FT15.0030.00450.00 ## 2582.518 CROSSWALK PREFORM THERMOPLASTIC GROUND INSQ FT144.0017.002,448.00 ## TOTAL$966,911.80 (1) ## 100% STATE Capped at $1,000,000.00 ## REMAINDER LOCAL FUNDS $966,911.80 Data is considered Non-public prior to project award under the Minnesota Government Data Practices Act, Minnesota Statutes Chapter 13. - 4 - Page 198 of 206 ## MnDOT Contract No.: 1062472 -12- ## Payable Standard with Signal (Cooperative Agreements) ## STATE ENCUMBRANCE VERIFICATION Individual certifies that funds have been encumbered as required by Minnesota Statutes § 16A.15 and ## 16C.05. ## Signed: ## Date: ## SWIFT Purchase Order: 3000883510 ## CITY OF BELLE PLAINE The undersigned certify that they have lawfully executed this contract on behalf of the Governmental Unit as required by applicable charter provisions, resolutions, or ordinances. ## By: ## Title: ## Date: ## By: ## Title: ## Date: ## DEPARTMENT OF TRANSPORTATION ## Recommended for Approval: ## By: (District Engineer) ## Date: ## Approved: ## By: ## (State Design Engineer) ## Date: ## COMMISSIONER OF ADMINISTRATION ## By: ## (With Delegated Authority) ## Date: ## INCLUDE COPY OF RESOLUTION APPROVING THE AGREEMENT AND AUTHORIZING ITS EXECUTION. Page 199 of 206 ## MnDOT Contract No.: 1062472 -13- ## Payable Standard with Signal (Cooperative Agreements) ## SCOTT COUNTY The undersigned certify that they have lawfully executed this contract on behalf of the Governmental Unit as required by applicable charter provisions, resolutions, or ordinances. ## By: ## Title: ## Date: ## By: ## Title: ## Date: ## INCLUDE COPY OF RESOLUTION APPROVING THE AGREEMENT AND AUTHORIZING ITS EXECUTION. Page 200 of 206 ## CITY OF BELLE PLAINE ## RESOLUTION IT IS RESOLVED that the City of Belle Plaine enter into MnDOT Agreement No. 1062472 with the State of Minnesota, Department of Transportation for the following purposes: To provide for payment by the State to the City of the State's share of the costs of the grading, concrete, bituminous paving, lighting, roundabout and ADA improvements construction and other associated construction to be performed upon, along, and adjacent to Trunk Highway No. 25 / Walnut Street from 200 feet North of County State Aid Highway (CSAH) No. 3 / Main Street East to 1200 feet East of County State Aid Highway No. 3 / Main Street East under State Aid Project No. 070-603-015 and No. 239-010-004 and State Project No. 7003-116 (TH 25=025). ## IT IS FURTHER RESOLVED that the Mayor and the (Title) are authorized to execute the Agreement and any amendments to the Agreement. ## CERTIFICATION I certify that the above Resolution is an accurate copy of the Resolution adopted by the Council of the City of Belle Plaine at an authorized meeting held on the day of , 2026, as shown by the minutes of the meeting in my possession. Subscribed and sworn to me this day of , 2026 ## Notary Public ## My Commission Expires (Signature) (Type or Print Name) (Title) Page 201 of 206 ## SCOTT COUNTY ## RESOLUTION IT IS RESOLVED that Scott County enter into MnDOT Agreement No. 1062472 with the State of Minnesota, Department of Transportation for the following purposes: To provide for maintenance by the County of grading, concrete, bituminous paving, lighting, roundabout and ADA improvements construction and other associated construction to be performed upon, along, and adjacent to Trunk Highway No. 25 / Walnut Street from 200 feet North of County State Aid Highway (CSAH) No. 3 / Main Street East to 1200 feet East of County State Aid Highway No. 3 / Main Street East under State Aid Project No. 070-603-015 and No. 239-010-004 and State Project No. 7003-116 (TH 25=025) ## IT IS FURTHER RESOLVED that the (Title) and the (Title) are authorized to execute the Agreement and any amendments to the Agreement. ## CERTIFICATION I certify that the above Resolution is an accurate copy of the Resolution adopted by the Board of Commissioners of Scott County at an authorized meeting held on the day of , 2026, as shown by the minutes of the meeting in my possession. Subscribed and sworn to me this day of , 2026 ## Notary Public ## My Commission Expires (Signature) (Type or Print Name) (Title) Page 202 of 206 ## CITY OF BELLE PLAINE ## RESOLUTION 26-090 ## RESOLUTION AUTHORING EXECUTION OF COOPERATIVE CONSTRUCTION ## AGREEMENT WITH STATE OF MINNESOTA DEPARTMENT OF TRANSPORTATION, CITY ## OF BELLE PLAINE AND SCOTT COUNTY FOR THE TH 25/CSAH 3 ROUNDABOUT ## PROJECT AS PART OF THE FY 2026 METRO LOCAL PARTNERSHIP PROGRAM FUNDING. WHEREAS, the State of Minnesota, acting through the Minnesota Department of Transportation (MnDOT), Scott County, and the City of Belle Plaine are participating in the construction of the TH 25/CSAH 3 (Main Street) Roundabout Project; and WHEREAS, City staff has reviewed the Cooperative Construction Agreement and recommends its approval, subject to the City Attorney's comments; and WHEREAS, it is appropriate for the City Council to authorize execution of the Cooperative Agreement with the State of Minnesota Department of Transportation and Scott County for the TH 25/CSAH 3 Roundabout Project as part of the FY 2026 Metro Local Partnership Program Funding. NOW, THEREFORE BE IT RESOLVED THAT: The City Council of the City of Belle Plaine does hereby authorize the City Administrator to execute the Cooperative Agreement with the State of Minnesota Department of Transportation and Scott County for the TH 25/CSAH 3 Roundabout Project (Attachment A). The adoption of the foregoing resolution was duly moved by Councilmember __________ and seconded by Councilmember ______________, and after full discussion thereof and upon a vote being taken thereon, the following Councilmembers voted in favor thereof: and the following voted against the same: Whereupon said resolution was declared duly passed and adopted. Dated this 20 th day of July, 2026. ## ATTEST: ___________________ _______________________ ## James Evans Dawn Meyer Mayor City Administrator Page 203 of 206 ## MEMORANDUM ## DATE: July 20, 2026 ## FROM: ## Dawn Meyer, City Administrator ## AGENDA ## ITEM: Resolution 26-091 Authorizing Advertisement for Bids for the Prairie Park Shelter Renovation as part of the 2026 Improvement Project. ## BACKGROUND/ ## JUSTIFICATION: The Parks Commission identified Prairie Park as a high priority for renovation and recommended the project to the City Council. City Council subsequently authorized proceeding with the project as part of the 2026 Improvement Project. Bolton & Menk, Inc., the City's consulting engineer, has prepared the final plans and specifications for the Prairie Park Shelter Renovation Project. The plans and specifications have been presented to the City Council for review and approval. The Prairie Park Shelter Renovation Project is included in the City's 2026 Improvement Program in addition to the shelter renovation the following bid alternates are included:  Alternate 1: Scoreboard ##  Alternate 2: Concrete Improvements West of Shelter ##  Alternate 3: Concrete Improvements East of Shelter The proposed project schedule is as follows:  Advertisement for Bids o QuestCDN: July 29, 2026 o Henderson Independent: July 31, 2026  Bid Opening: Wednesday, September 2, 2026, at 11:00 a.m. ##  City Council Bid Consideration: September 8, 2026 Staff requests that the City Council discuss the project and authorize the advertisement for bids. Authorization to advertise for bids does not constitute authorization to proceed with construction. After bids are received, they will be presented to the City Council for review and consideration. At that time, the Council will determine whether to award the contract and proceed with construction. ## FISCAL ## IMPACT: Bonding as part of the 2026 Improvement Project. ## STAFF ## RECOMMENDATION: Approving Resolution 26-091 Authorizing Advertisement for Bids for the Prairie Park Shelter Renovation as part of the 2026 Improvement Project. Page 204 of 206 > > > > > > > > > > > > > > > > > > > > > > > l l l l l l l l l l l l l l l l l l l l l l l l l l l >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> ## OE ## OE ## OE ## OE ## OE ## OE ## OE ## OE ## OE ## OE ## OE ## OE ## OE ## OE ## OE ## OE ## OE ## OE ## OE ## OE ## OE ## OE ## OE ## OE ## OE ## OE ## OE ## OE ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## G ## F ## F ## F ## F ## F ## F ## F ## F ## F ## F ## F ## F ## F ## F ## F ## F ## F ## F ## F ## F ## F ## F ## F ## F ## F ## F ## F ## F ## C ## C ## C ## C ## C ## C ## C ## C ## C ## C ## C ## C ## C ## C ## C ## C ## C ## C ## C ## C ## C ## C ## C ## G ## G ## G ## G ## G ## G ## G ## G ## G ## G ## G ## G ## G ## G ## G ## C ## C ## C ## C ## C ## C ## C ## C ## C ## C ## C ## C ## C ## C ## C ## C ## C ## C ## C ## C ## C ## C ## C ## C ## C ## C ## C ## C ## C ## C ## C ## C ## C ## C ## C ## C ## C ## C ## C ## C ## C ## C ## C ## C ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## E ## E ## E ## E ## E ## E ## E ## E ## E ## E ## E ## E ## E ## E ## E ## E ## E ## E ## E ## E ## E ## E ## E ## E ## E ## E ## E ## E ## E ## E ## E ## E ## E ## E ## E ## E ## E ## E ## E ## E ## E ## E ## E ## E ## E ## E ## E ## E ## E ## E ## E >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l > > > > > > > > > > > > > > ## M ## M ## G ## OE ## OE ## OE ## OE ## OE ## OE ## OE ## OE ## OE ## OE ## OE ## OE ## OE ## OE ## OE ## OE ## OE ## OE ## OE ## OE ## OE ## OE ## OE ## OE ## OE ## OE ## OE ## OE ## OE > > > > > > > > > > > > > > > > > > > ## VAWM ## R=861.80 ## TS=855.15 ## VAWM ## R=861.75 ## TS=855.00 ## C ## C ## C ## C ## D ## S ## S ## X ## X ## X ## X ## 12" RCP STM ## 15" RCP STM ## 8" OR 9" VCP SAN ## 8" OR 9" VCP SAN ## 4" PVC SAN ## 6" VCP ## SAN ## 8" VCP SAN ## 8" VCP SAN ## 8" PVC ## SAN ## 4" PVC ## SAN ## 4" PVC ## SAN ## 6" CIP WM ## 6" CIP WM ## 12" WM ## 12" WM ## 12" WM ## 6" WM ## 6" WM ## 6" WM ## 6" WM ## NO GLASS ## COVERED ## SHELTER ## NO DRUGS ## OR WEAPONS ## STOP ## AHEAD ## PLAY ## EQUIPMENT ## SWINGS ## PLAY ## EQUIPMENT ## CENTER POINT ENERGY ## SHED ## SOUTH ASH STREET ## BITUMINOUS ## SOUTH LINDEN STREET ## BITUMINOUS ## CONCRETE ## CHAINLINK FENCE ## GRAVEL ## GRAVEL ## GRAVEL ## MULCH ## CHAINLINK FENCE ## GRAVEL ## GRAVEL ## CHAINLINK FENCE ## CHAINLINK FENCE ## CHAINLINK FENCE ## GATE ## GRAVEL ## CONCRETE ## CONCRETE ## SHELTER ## 10.0' DRAINAGE & UTILITY ## EASEMENT DEDICATED ## PER PRAIRIE PARK ## SCL ## SCL ## SCL ## SCL ## SCL ## SCL ## SCL ## SCL ## SCL ## SCL ## SCL ## SCL ## SCL ## SCL ## SCL ## SCL ## SCL ## SCL ## R ## FEETSCALE 015 30 ## HORZ. ## SOFTBALL FIELD ## 6" CONCRETE WALK ## (ALTERNATE 2 AREA) ## LEGEND ## 6" CONCRETE WALK ## (ALTERNATE 3 AREA) ## AGGREGATE SURFACING - CLASS 5 ## (SECTION 1) ## 6" CONCRETE WALK ## (BASE BID) ## AGGREGATE SURFACING - CLASS 5 ## (SECTION 2) ## SEED, FERTILIZER, & MULCH ## (RESIDENTIAL TURFGRASS) ## C6.02 ## UTILITY & SITE LAYOUT ## SHEET Bolton & Menk, Inc. 2026 ## , All Rights Reserved c ## H:\BELL\25X138087000\CAD\C3D\Prairie Park\138087C601.dwg ## 7/13/2026 4:13:56 PM ## DESIGNED ## DRAWN ## CHECKED ## CLIENT PROJ. NO. ## ISSUED FORDATENO. ## SHEET Bolton & Menk, Inc. 2026 ## , All Rights Reserved c ## H:\BELL\25X138087000\CAD\C3D\Prairie Park\138087C601.dwg ## 7/13/2026 4:13:56 PM Plotted by: ## Ben Graupman ## DESIGNED ## DRAWN ## CHECKED ## CLIENT PROJ. NO. ## ISSUED FORDATENO. ## BELLE PLAINE, MN ## PRAIRIE PARK CONCESSIONS RENOVATION AND RESTROOM ADDITION ## BID07/13/2026 ## 1960 PREMIER DRIVE ## MANKATO, MN 56001 Phone: (507) 625-4171 ## Email: Mankato@bolton-menk.com www.bolton-menk.com ## R ## DATELIC. NO. ## I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED ## BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ## PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. ## D. JOSEPH DUNCAN II 2610007/13/2026 ## 1 EA - 4" CLEAN OUT ## 1 EA - CASTING ASSEMBLY SPECIAL ## 125 LIN FT 4" PVC SAN ## SERVICE PIPE ## EDGE OF ROOF ## FACE OF BUILDING ## MATCH ELEVATION TO FLOOR OF STRUCTURE ## & SLOPE AWAY AT 1.5% ## MATCH ELEVATION TO FLOOR ## OF STRUCTURE ## & SLOPE AWAY AT 1.5% ## MATCH EX ELEVATION ON ALL SIDES 28' 30' 25' 8' 25' 17' 21' ## 2" CORP STOP & SADDLE ## 146 LIN FT 2" PE WATER SERVICE ## 1 EA 2" CURB STOP & BOX ## LOCATE & CONNECT TO EX SANITARY SERVICE LINE 42' 5' 5' 5' 7.33' ## NOTE: ## PAYMENT FOR PIPE BY LIN FT ## STARTS 5' FROM BLDG EDGE ## CONNECT TO EXISTING STORM STRUCTURE ## I= 858.26 (FIELD VERIFY) ## 363 LIN FT - 6" PVC STORM SEWER, SDR 35 ## ALL NECESSARY BENDS AND FITTINGS SHALL BE INCIDENTAL ## BRG ## BRG ## DJD 20' ## 1 EA - INLET PROTECTION ## 250 LIN FT SEDIMENT CONTROL LOG Page 205 of 206 ## CITY OF BELLE PLAINE ## RESOLUTION 26-091 ## A RESOLUTION AUTHORIZING ADVERTISEMENT FOR BIDS FOR THE PRAIRIE PARK SHELTER ## RENOVATION AS PART OF THE 2026 IMPROVEMENT PROJECT WHEREAS, the Parks Commission identified the Prairie Park Shelter as a high priority for renovation and recommended the project to the City Council; and WHEREAS, the City Council included the Prairie Park Shelter Renovation Project in the City's 2026 ## Improvement Program; and WHEREAS, Bolton and Menk, Inc., the consulting engineers for the City, has prepared final plans and specifications for the Prairie Park Shelter Renovation Project and such plans and specifications have been presented to the Council for approval. WHEREAS, the plans and specifications include the following bid alternates: • Alternate 1 – Scoreboard ## • Alternate 2 – Concrete Improvements West of Shelter • Alternate 3 – Concrete Improvements East of Shelter; and ## NOW THEREFORE BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF BELLE PLAINE, ## SCOTT COUNTY, MINNESOTA. 1. Such plans and specifications are hereby approved and ordered placed on file in the office of the City Administrator. 2. The City Administrator shall prepare and cause to be inserted in the Henderson Independent, the official newspaper, and online on QuestCDN which qualifies as a regional trade publication, an advertisement for bids upon the making of such improvements under such approved plans and specifications. The advertisement shall be published in each of said publications at least once not less than three (3) weeks before the date set for opening bids, shall specify the work to be done, shall state that bids will be publicly opened on Wednesday, September 2, 2026 at 11:00 a.m. at Belle Plaine City Hall, 218 North Meridian Street, Belle Plaine, Minnesota, in said City and that no bids will be considered unless sealed and filed with the City Administrator and accompanied by a cash deposit, cashier’s check, bid bond, or certified check payable to the City of Belle Plaine for five percent (5%) of the amount of such bid. The adoption of the foregoing resolution was duly moved by Councilmember ____ and seconded by Councilmember _____, and after full discussion thereof and upon a vote being taken thereon, the following Councilmembers voted in favor thereof: and the following voted against the same: Whereupon said resolution was declared duly passed and adopted. Dated this 20 th day of July, 2026. ## ATTEST: ___________________ _______________________ ## James Evans Dawn Meyer Mayor City Administrator Page 206 of 206