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HomeMy WebLinkAbout2025-07-10 City Council Agenda Packet1.Call to Order / Roll Call 2.Pledge of Allegiance 3.Agenda Approval 4.Presentations 5.Open Forum - Public Comment Opportunity 6.Consent Agenda a.Approval of Minutes b.Financial Claims to July 10, 2025 c.IT Policy for City Issued Devices d.Resolution 2025-73 Appointment of Vacant Position e.Planned Unit Development Amendment for Cook Lake Highlands f.Corcoran Storage II Turn Lane Improvements - Geotechnical Quote g.Water Treatment Plant - Pay Request 26 h.Water Tower - Pay Request 26 i.Stieg Road Improvements - Pay Request 10 j.Temporary Liquor License - Corcoran Country Daze, August 15-16, 2025 7.Planning 8.Unfinished Business 9.New Business a.2024 Audit Update b.Public Works On-Call Policy c.Watershed Commission Appointment 10.Staff Reports 11.Council Reports 12.City Council Schedule a.2025 City Council Schedule 13.Adjournment Corcoran City Council - Regular Session Agenda July 10, 2025 7:00 PM REVISED 7/10/2025 *Includes Materials - Materials relating to these agenda items can be found in the Council Chambers Agenda Packet book located by the entrance. The complete Council Agenda Packet is available electronically on the City website at www.corcoranmn.gov. 1 STAFF REPORT Agenda Item: 6.a Council Meeting: July 10, 2025 Prepared By: Karen Heiden, Deputy Clerk Topic: Approval of Minutes Action Required: Approval Summary Approve June 23, 2025 City Council Meeting Minutes Recommendation Approve June 23, 2025 City Council Meeting Minutes Council Action Approve June 23, 2025 City Council Meeting Minutes Attachments 1. 2025-06-23 DRAFT Council Minutes.docx 2 City of Corcoran City Council Minutes June 23, 2025, 7pm 1 The Corcoran City Council met on June 23, 2025, in Corcoran, Minnesota. The City Council meeting was held in person and the public was present in person. The meeting was also available to view online through electronic means using live streaming service through Granicus. Mayor McKee, Councilors Friedrich, Lanterman, Nichols, and Vehrenkamp were present. Also present: City Administrator Tobin, City Clerk Johnson, Assistant City Administrator Williams, Community Development Director Davis McKeown, Planner Klingbeil, Parks and Trails Manager Christenson Buck, Public Works Director Mattson, and City Attorney Thames. 1. Call to Order / Roll Call Mayor McKee called the meeting to order at 7:00 pm. 2. Pledge of Allegiance Mayor McKee invited all in attendance to rise and join in the Pledge of Allegiance. 3. Agenda Approval Mayor McKee stated that 6m was added to consent, would like to add 4a -Moment of Silence for recent events, move item 6h to 8a -Unfinished Business and move Open Forum to after Consent Agenda. City Administrator Tobin stated that item 13a was updated. MOTION: made by Vehrenkamp, seconded by Nichols to approve the agenda as amended. Voting Aye: McKee, Friedrich, Lanterman, Nichols, and Vehrenkamp. (Motion carries: 5:0) 4. Moment of Silence – Mayor McKee held a moment of silence in the Council Chambers to honor the lives of Minnesota House Speaker Emerita Melissa Hortman and husband Mark who were killed and Senator John Hoffman and his wife, Yvette, who were injured on June 14, 2025. 6. Consent Agenda a. City Council Meeting Minutes Approval Action – Approved June 12, 2025 City Council Minutes. b. Financial Claims Action – Approved Financial Claims to June 23, 2025. c. Resolution 2025-65 Appointment of Vacant Positions Action – Adopted Resolution 2025-65 Approving Appointment of Vacant Positions . d. Federal Procurement Policy Action – Pulled by Nichols for discussion. e. Request for Proposal for Recycling Services Action – Pulled by Nichols for discussion. f. Police Department Cadet Program Funding Action – Approved authorization of staff to apply for grant funding to support a Police Cadet program. g. City Park Bid Award Action – Adopted Resolution 2025-71 Approving Fehn Companies, Inc. the sitework contract, Valint Construction Services for the building construction contract, construction administration by HKGi, Stantec, and Oertel Architects, and proceeding with the playground purchase, should the City not be awarded the DNR Outdoor Recreation Grant. h. Camp Solberg Minor Subdivision Action – Moved to 8a – Unfinished Business. i. Arens Norling OS&P Preliminary Plat, Conditional Use Permit, and Variance 3 City of Corcoran City Council Minutes June 23, 2025, 7pm 2 Action – Adopted Resolution 2025-66 Approving the Preliminary Plat for Arens Norling OS&P, Resolution 2025-67 Approving the Conditional Use Permit for an Agricultural Building to exceed the allowed sidewall height and the allowed footprint, Resolution 2025-68 Approving the Variance from the Buffer Zone Requirement & Accessory Structure Setback and Denying the Variance from the Engineering Design Standards for Public Improvements. j. Chisholm Trail Improvements- Resolution 2025-70 Approving Plans/Specs; Authorize Bids Action – Adopted Resolution 2025-70 Approving Plans and Specifications and Ordering Advertisement for Bids of the Chisholm Trail Improvements project. k. Stieg Road Improvements – Pay Request 9 Action – Approved Pay Request 9 for Stieg Road Improvements project to Fehn Companies, Inc. in the amount of $219,510.21. l. Water Treatment Plant – Change Order 11 Action – Approved Change Order 11 in the amount of $41,701.00 m. Bellwether Boardwalk Update No Action Necessary – Informational Only MOTION: made by Nichols, seconded by Friedrich to approve consent agenda items 6a-6c, 6f-6g, and 6i-6m. Voting Aye: McKee, Friedrich, Lanterman, Nichols, and Vehrenkamp (Motion carries: 5:0) MOTION: made by Nichols, seconded by Vehrenkamp to approve item 6d to adopt the Federal Procurement Policy. Voting Aye: McKee, Friedrich, Lanterman, Nichols, and Vehrenkamp (Motion carries 5:0) MOTION: made by Nichols, seconded by Vehrenkamp to approve item 6e to authorize requests for proposal for recycling services. Voting Aye: McKee, Friedrich, Lanterman, Nichols, and Vehrenkamp (Motion carries: 5:0) 7. Open Forum – Public Comment Opportunity City Administrator Tobin invited residents to come forward to address the Council during Open Forum for any items not included on the agenda. City Administrator Tobin explained the instructions to participate in the public comment opportunity.  Ken Streeter, 6900 Winnetka Circle, Brooklyn Park, addressed the council concerning the Schutte land. 7. Planning a. Agribusiness Zoning Ordinance Amendment Planner Klingbeil gave staff report. MOTION: made by Vehrenkamp, seconded by Nichols to amend Ordinance 2025-552, Item 6c to add a provision that all music events would require a sound waiver permit to be approved in advance by the council. Voting Aye: McKee, Friedrich, Nichols, Lanterman, and Vehrenkamp (Motion carries 5:0) MOTION: made by McKee, seconded by Nichols to adopt Ordinance 2025-552, Summary Ordinance 2025-553, and Resolutions 2025-69 Findings of Fact. Voting Aye: McKee, Friedrich, Nichols, Lanterman, and Vehrenkamp 8. Unfinished Business a. Camp Solberg Minor Subdivision Planner Klingbeil gave a brief description and explanation of the revised resolution 4 City of Corcoran City Council Minutes June 23, 2025, 7pm 3  Melissa Solberg, Applicant, 27115 Paragon Drive, Rogers, addressed the Council with concerns about the easement agreement that she is disputing.  Steven Lang, Council on behalf of the applicant, addressed the Council. MOTION: made by Vehrenkamp, seconded by Nichols to approve Resolution 2025-38 Approving Minor Subdivision for Aaron and Melissa Solberg. Voting Aye: McKee, Friedrich, Nichols, Lanterman, and Vehrenkamp. (Motion carries 5:0) 9. New Business a. Request For Proposals – Space Needs Analysis for City Facilities City Administrator Tobin gave staff report. Council was asked to provide feedback. MOTION: made by Lanterman, seconded by Vehrenkamp Voting Aye: McKee, Friedrich, Nichols, Lanterman, and Vehrenkamp. (Motion carries 5:0) Mayor McKee paused the meeting for a short recess at 8:35 pm. Mayor McKee called the meeting back to order at 8:39 pm. b. City Park Renaming Parks and Trails Manager Christensen Buck gave update. MOTION: made by Lanterman, seconded by Friedrich to Adopt Resolution 2025-64 Approving renaming City Park to Heritage Park. Voting Aye: McKee, Friedrich, Lanterman, and Vehrenkamp Abstain: Nichols (Motion carries 4:0:1) 10. Staff Reports City Administrator Tobin gave an update on housing report. 11. Council Reports Council will be at League of MN Cities Annual Conference from Wednesday to Friday this week. 12. City Council Schedule a. 2025 City Council Schedule 13. Adjournment MOTION: made by Vehrenkamp, seconded by Nichols to adjourn. Voting Aye: McKee, Friedrich, Lanterman, Nichols, and Vehrenkamp. (Motion carries: 5:0) Mayor McKee adjourned the meeting at 8:43 p.m. June 23, 2025 Respectfully submitted, _____________________________________ Karen Heiden – Deputy Clerk 5 STAFF REPORT Agenda Item: 6.b Council Meeting: July 10, 2025 Prepared By: Reed Kottke, Accountant Topic: Financial Claims to July 10, 2025 Action Required: Approval Summary Claims require Council review and approval, those permitted per policy have been completed, while others are pending for Council approval. Financial/Budget Claims are within budget or are identified on a case-by-case basis to confirm funding source and seek Council approval as necessary. Options Approve claims as presented or amend and approve claims. Recommendation Approve claims as presented. Council Action Consider approving claims as presented. Attachments 1. 20250710 excel.pdf 6 CLAIMS APPROVED AND PROCESSED PER POLICY Check Range: 37434-37463 Financial Claims 06/26/2025 71,785.30$ 71,785.30$ Check Register Total Expenditures Approved Agenda Item: 6b 1 Council Meeting: 07/10/2025 Prepared By: Reed Kottke, Accountant 7 CLAIMS APPROVED AND PROCESSED PER POLICY Check Range: 37464-37485 Financial Claims 07/02/2025 47,602.14$ 47,602.14$ Check Register Total Expenditures Approved Agenda Item: 6b 2 Council Meeting: 07/10/2025 Prepared By: Reed Kottke, Accountant 8 CLAIMS PENDING COUNCIL APPROVAL Check Range: 37486-37494 Financial Claims 07/10/2025 1,723,469.39$ 274,938.99$ 1,998,408.38$ Date Vendor Amount Description 6/20/2025 ADP PAYROLL FEES 464.29$ PP12 PAYROLL PROCESSING FEE 6/20/2025 POSTALIA POSTAGE 300.00$ MAIL METER 6/23/2025 OPTUM CLAIM 377.50$ DEPENDENT CARE FSA FUNDING REQUEST 6/26/2025 BANK-A-COUNT 189.23$ FSBOH CHECK STOCK 6/26/2025 ADP WAGE PAY 124,736.40$ PP13 NET PAY 6/26/2025 ADP TAX 47,343.99$ PP13 TAX WITHHOLDING 6/27/2025 ADP PAYROLL FEES 138.72$ WORKFORCE NOW HUMAN CAPITAL MANAGEMENT SUITE 6/30/2025 CIGNA 669.28$ JUNE ANCILLARY HEALTH INSURANCE PREMIUMS 6/30/2025 STANDARD INSURANCE COMPANY 1,977.66$ JULY LIFE INSURANCE PREMIUMS 6/30/2025 OPTUM FINANCIAL 6,250.27$ PP13 HEALTH SAVINGS ACCOUNT CONTRIBUTIONS 6/30/2025 OPTUM CLAIM 576.93$ DEPENDENT CARE FSA FUNDING REQUEST 7/1/2025 HEALTH PARTNERS 54,785.62$ JULY HEALTH INSURANCE PREMIUMS 7/1/2025 METLIFE 1,858.94$ JULY DENTAL INSURANCE PREMIUMS 7/1/2025 THE HARTFORD 2,389.74$ JUNE DISABILITY INSURANCE PREMIUMS 7/2/2025 PUBLIC EMPLOYEES RETIREMENT ASSOCIATION OF MN 32,880.42$ PP13 PENSION CONTRIBUTIONS Total 274,938.99$ Check Register Automatic Deduction / Electronic Funds Transfer Total Expenditures For Approval Automatic Deduction / Electronic Fund Transfer / Other Disbursement Agenda Item: 6b 3 Council Meeting: 07/10/2025 Prepared By: Reed Kottke, Accountant 9 STAFF REPORT Agenda Item: 6.c Council Meeting: July 10, 2025 Prepared By: Dean Busch, IT Manager Nalisha Williams, Assistant City Administrator Topic: IT Policy for City Issued Devices Action Required: Approval Summary Commission members will be receiving city issued iPads. The purpose of the devices is for viewing city resources and tools online, such as Peak Agenda, Granicus, and iLegislate. Attached is a policy outlining proper use of city equipment which includes a company email policy. This I needed for proper compliance with City of Corcoran equipment use and BCA/CJIS device use policies. Council Action Approve the city-owned device policy. Attachments 1. City Owned Device Policy.pdf 10 City-Owned Device Policy Purpose: This policy outlines the appropriate use and responsibilities related to city-owned devices. 1. Ownership and Use • Any device issued is the property of City of Corcoran. • Device is provided for work-related tasks. Limited personal use is allowed if it does not interfere with work or violate City policies. 2. Care and Security • Users must take reasonable care of the device. • The device must be kept secure and password protected. • Loss, theft, or damage must be reported to IT immediately. 3. Apps and Content • Only approved apps or software may be installed. • Do not download or store inappropriate or unauthorized content. 4. Return of Device • The device must be returned in good condition upon request, termination, or end of appointment. 5. Monitoring and Privacy • The City may monitor device usage at any time. • There is no guarantee of privacy on a city-owned device. Policy: Use of Company Email City-provided email accounts are intended for official business use only. Appointees must use their City email solely for activities directly related to the City ’s operations, communications, and interests. Personal use of City email is prohibited. This includes, but is not limited to, personal correspondence, subscribing to non-business-related services, or participating in forums unrelated to City business. Improper use of City email may result in the removal of email access and equipment. Government data Users may intentionally or inadvertently create electronic records on those devices relating to their work. These records may include: i. Text messages ii. Voicemails 11 iii. Emails iv. Other electronic communications or files In accordance with the Minnesota Government Data Practices Act, Minn. Stat. chapter 13, these work- related records are defined as government data. Users are expected to manage government data consistent with the Act and in accordance with any applicable retention or security policies. Data requests When needed to respond to requests under the Government Data Practices Act or in relation to legal proceedings, the user must provide access to all requested government data that is on the city-owned device. This may require the department or City IT to copy the entire device, including personal information, because it may not be able to differentiate or otherwise separate personal and government data. Acknowledgment: By accepting the city-owned device, the appointee agrees to follow this policy. Name: Device Number: Date: 12 STAFF REPORT Agenda Item: 6.d Council Meeting: July 10, 2025 Prepared By: Ryan Ganner, Human Resources Generalist Nalisha Williams, Assistant City Administrator Topic: Resolution 2025-73 Appointment of Vacant Position Action Required: Adoption Council Action Adoption of Resolution 2025-73 Attachments 1. Resolution 2025-73 Appointment of Vacant Position.pdf 13 City of Corcoran July 10, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-73 Page 1 of 1 Motion By: Seconded By: RESOLUTION APPOINTMENT OF VACANT POSITION FOR THE CITY OF CORCORAN, MINNESOTA WHEREAS, the City Council has authorized the position listed in this resolution for hiring in 2025; WHERAS, the preferred candidate was identified and offered the listed position; WHEREAS, the City fosters a work environment that rewards performance and recognizes commitment to Corcoran’s mission, vision, and values in ways that better posture staff to support current needs and future growth of the City of Cocoran; and NOW, THEREFORE, the Corcoran City Council RESOLVES as follows: 1) Tracy Du Houx is appointed as Part Time Community Service Officer effective July 21, 2025, at step 1 in Grade 4. VOTING AYE VOTING NAY McKee, Tom McKee, Tom Friedrich, Michelle Friedrich, Michelle Nichols, Jeremy Nichols, Jeremy Lanterman, Mark Lanterman, Mark Vehrenkamp, Dean Vehrenkamp, Dean Whereupon, said Resolution is hereby declared adopted on this 10th day of July 2025. ________________________________ Tom McKee – Mayor ATTEST: __________________________________________ City Seal Debra Johnson – City Clerk 14 STAFF REPORT Agenda Item: 6.e Council Meeting: July 10, 2025 Prepared By: Seth Gellman. Community Development Administrative Assistant, Kendra Lindahl, Planner Topic: Planned Unit Development Amendment for Cook Lake Highlands Action Required: Approval Summary The applicant, Amira Investment, LLC, is requesting a PUD amendment to increase the allowed impervious surface 39.8% to 40.2% impervious surface coverage for the entire project and reduce the number units in the age-restricted apartment building from 145 to 143 units. Council Action Move to adopt Resolution 2025-72 approving the PUD amendment and Development Contract for Amira. Attachments 1. 2025-07-10 CC Packet_Amira PUDA.pdf 2. 2025-07-10 Cook Lake Amira PUDA Resolution.docx 15 Page 1 of 4 STAFF REPORT Agenda Item ___ City Council Meeting: July 10, 2025 Prepared By: Kendra Lindahl Topic: Planned Unit Development (PUD) Amendment for “Cook Lake Highlands” (city file 25-022) Action Required: Decision Review Deadline: August 9, 2025 1. Request The applicant, Amira Investment, LLC, is requesting a PUD amendment to increase the allowed impervious surface 39.8% to 40.2% impervious surface coverage for the entire project and reduce the number units in the age-restricted apartment building from 145 to 143 units. 2. Background Cook Lake Highlands received preliminary PUD and preliminary plat approval on August 12, 2021 and final plat and final PUD approval on March 24, 2022. The development was approved for 19 single family lots, one day care lot, one memory care lot with 27 units and one lot for the Applewood Point senior multifamily building consisting of 100 co-op units. On May 11, 2023, the City Council approved a PUD amendment to: a. increase the impervious surface coverage for the project from 39% to 39.8% for the entire project, b. increase the number of memory care units from 27 to 32 units and c. allow a 145-unit senior apartment building where a 100-unit senior coop was approved. Since that approval was granted, the New Horizons Daycare and most of the single- family homes have been constructed. Staff has received a site plan for a Suite Living memory care building on Lot 2, Block 1, but final review is not yet complete. The Amira building on Lot 1, Block 2 is the final site in the Cook Lake Highlands project. 3. Analysis Planned Unit Development Amendment The applicant has submitted a narrative stating the reasoning for the PUD amendment to the approved PUD and provides details on the reasoning and approach to the development. 16 Page 2 of 4 Impervious Surface Amendment Amira Corcoran is requesting an increased impervious surface area on Lot 1, Block 2 from 118,056 to 122,094 square feet that was approved with the original PUD. This results in a total development area impervious surface increase from the approved 39.8% to 40.2%. The change to the impervious surface is being requested due to some design changes in the building and additional impervious surfaces proposed for the swimming pool and amenity deck areas. Revised stormwater calculations shall be provided to account for the additional impervious surface area. It appears that the current stormwater system will accommodate the additional impervious surface area with no impact to Cook Lake. The plans will be reviewed by the City and meet the regulatory standards. No changes to the maximum impervious surface coverage for Lot 1 and 2, Block 1, Lots 1-19, Block 3 and Outlots A to F, Cook Lake Highlands is approved. The parcels remain subject to the limitations as approved by Resolution 2023-33. Apartment Unit Count Amendment The applicant is requesting to change the 145- unit apartment building on Lot 1, Block 2 to a 143-unit apartment building. There is a change to the building footprint to accommodate the revised unit configuration, increased parking (a total of 220 where 215 stalls are required) and a swimming pool and amenity deck have been added, resulting in total impervious surface area increase of 4,038 sq. ft. Landscape Standards The Zoning Ordinance requires one overstory tree per unit. The original landscape plan was designed for a similar building on the lot with only 100 units. While the building footprint did not change, the number of units increased, requiring a total of 143 trees. Figure 1 - 2023 Approved Site Plan Figure 2 - Proposed Site Plan 17 Page 3 of 4 Given the site constraints on the platted lot, it may be difficult to provide the required trees on site. If the applicant cannot revise the plans to provide the 143 overstory trees, staff recommends that the Council approve acceptance of cash fees for the missing trees as allowed by Section 1060.070, Subd. 2.G.4. of the Zoning Ordinance, which states: At the sole discretion of the City, a portion of the total number of required trees for any development may be planted at a public location when it is determined by the City that site constraints or existing vegetation limit the ability to plant on site. Cash fees based on the estimated cost of materials and installation of required materials may be substituted for public location planting at the discretion of the City. The fees would be collected with the Site Improvement Performance Agreement prior to issuance of building permits. The plans show Colorado Spruce. Colorado Spruce is no longer viable in our area due to climate change and disease issues. Staff has included a condition that the plans be revised to provide an alternate tree species. Development Contract The master developer (JB Limited, LLC) entered into a master development contract to complete the mass grading and infrastructure for the Cook Lake Highlands development. Each lot was then expected to enter into a Site Improvement Performance Agreement (SIPA) for private improvements on each lot. However, the master developer did not complete the section of public watermain that runs north-south under the Amira driveway on the western lot line. Therefore, this developer will need to enter into a development contract rather than a SIPA. Summary Staff finds that the requested PUD amendment allows the final phase of the Cook Lake Highlands project to proceed in a manner consistent with the intent of prior approvals. If the Council finds that the changes are not consistent with the PUD approvals, they should provide findings of fact and direct staff to bring back a resolution of denial at the next Council meeting. 4. Recommendation Move to adopt Resolution 2025-72 approving the PUD amendment and Development Contract for Amira. 18 Page 4 of 4 Attachments 1. Resolution 2025-72 approving the PUD Amendment and Development Contract 2. Draft Development Contract 3. Location Map 4. City Engineering Memo Dated June 30, 2025 5. Applicant Narrative received June 10, 2025 6. Civil Plans dated June 6, 2025 7. Architectural plans dates June 10, 2025 8. 2023 approved Amira Site Plan 9. Resolution 2022-22 10. Resolution 2023-33 19 City of Corcoran July 10, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-72 Page 1 of 3 Motion By: Seconded By: APPROVING AN AMENDMENT TO THE APPROVED FINAL PUD DEVELOPMENT PLAN FOR “COOK LAKE HIGHLANDS” AT 7330 BROCKTON LA (PID 25-119-23-14-0026) (CITY FILE 25-022) WHEREAS, Amira Investment LLC (“the applicant”) requested approval of a planned unit development amendment (PUDA) to allow an increased impervious surface coverage and a 143-unit senior apartment building on property legally described as follows: Lot 1, Block 2, Cook Lake Highlands, Hennepin County, Minnesota, according to the recorded plat thereof WHEREAS, the Cook Lake Highland development allowed a total of 39.8% impervious surface coverage for the entire project, which is legally described as: Lot 1 and 2, Block 1, and Lot 1, Block 2, Lots 1-19, Block 3 and Outlots A to F, Cook Lake Highlands, Hennepin County, Minnesota, according to the recorded plat thereof; and WHEREAS, the applicant is requesting an increased impervious surface area on Lot 1, Block 2 from 118,056 to 122,094 square feet; and NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF CORCORAN, MINNESOTA, that the Corcoran City Council approves the request, subject to the following conditions: 1. A PUD amendment is approved for “Cook Lake Highlands,” in accordance with the plans and application received by the City on June 10, 2025 except as amended by this resolution. 2. This amendment modifies Condition 2 of Resolution 2023-33, which approved PUD flexibility for 39.8% impervious surface coverage for the entire project. The PUD is amended to allow 40.2% impervious surface coverage for the entire project. a. The PUD flexibility is required to allow increased impervious surface coverage of 4,038 sq. ft. on Lot 1, Block 2 for the Amira apartment building with the addition of a swimming pool and amenity deck. b. No changes to the maximum impervious surface coverage for Lot 1 and 2, Block 1, Lots 1-19, Block 3 and Outlots A to F, Cook Lake Highlands is approved. The parcels remain subject to the limitations as approved by Resolution 2023-33. c. The existing stormwater management plan will accommodate the increased area without changes. d. Stormwater will be directed away from Cook Lake. 20 City of Corcoran July 10, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-72 Page 2 of 3 3. A PUD amendment is approved to modify Condition 4 of Resolution 2023-3 to allow a 143- unit senior apartment building where 145 units were approved, based on the following findings: a. The building is consistent with the intent of prior PUD approvals. b. The footprint of the building is substantially similar to the approved building footprint. c. The proposed parking exceeds ordinance requirements. d. The applicant has not sufficiently demonstrated how the aesthetics of the site have been substantially enhanced to justify departure from the primary zoning regulations and the approved PUD. 4. The landscape plan must be revised to provide one overstory tree per unit (143 overstory trees). If the trees cannot be accommodated on site, the applicant shall pay a cash fee to the City so that trees may be planted at a public location as allowed by Section 1060.070, Subd. 2.G.4. of the Zoning Ordinance. 5. Colorado Blue Spruce is no longer a viable species in this area. Plans must be revised to replace those trees with an alternative species, subject to staff review. Staff recommends using a species from the list in Appendix C of the Zoning Ordinance. 6. Pool and amenity deck details must be provided for City review and approval. 7. Building material details (cutsheets and colors) must be provided for City review and approval of the PUD final plan prior to building permit. 8. The applicant shall comply with all requirements of the City Engineer’s memo, dated June 30, 2025. 9. The applicant shall enter into a Development Agreement and provide a financial guarantee to protect the work. 10. The applicant must record the resolution and development contract at Hennepin County and provide proof of recording to the City prior to issuance of building permit. 11. Any request for the City to inspect the required landscaping in order to reduce financial guarantees must be accompanied by recertification/verification of field inspection by the project Landscape Architect. A letter signed by the project Landscape Architect verifying plantings (including wetland and pond buffers) have been correctly installed in compliance with the plans and specifications will suffice. 12. Approvals shall expire within one year of the date of approval unless the applicant commences the authorized use and completes the required improvements. 21 City of Corcoran July 10, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-72 Page 3 of 3 VOTING AYE VOTING NAY McKee, Tom McKee, Tom Friedrich, Michelle Friedrich, Michelle Lanterman, Mark Lanterman, Mark Nichols, Jeremy Nichols, Jeremy Vehrenkamp, Dean Vehrenkamp, Dean Whereupon, said Resolution is hereby declared adopted on this 10th day of July 2025. ________________________________ Tom McKee - Mayor ATTEST: ____________________________________ City Seal Debra Johnson – City Clerk 22 (reserved for recording information) DEVELOPMENT CONTRACT (Developer Installed Improvements) COOK LAKE HIGHLANDS (LOT 1, BLOCK 2) This DEVELOPMENT CONTRACT (this “Contract”) dated ____________________, 2025, is entered into by and between the CITY OF CORCORAN, a Minnesota municipal corporation (the “City”), and Amira Investment LLC, A Limited Liability Company (the “Developer”) and shall be effective upon full execution by the City and the Developer. The City and the Developer are sometimes collectively referred to herein as the “parties” or each a “party”. The Cook Lake Highlands Development Contract dated September 8, 2022 required a Site Improvement Performance Agreement (or Development Contract) for Lot 1, Block 2 improvements. 1. REQUEST FOR APPROVAL. The Developer has asked the City to approve a Planned Unit Development (PUD) Amendment for Amira Corcoran (referred to in this Contract as the "project"). The land is situated in the County of Hennepin, State of Minnesota, and is legally described in the attached Exhibit A (the “Subject Property”). 2. CONDITIONS OF PROJECT APPROVAL. The Developer shall enter into this Contract, furnish the security required by it, and record the project upon City approval with the County Recorder or Registrar of Titles. 3. RIGHT TO PROCEED. Unless separate written approval has been given by the City, within the project, the Developer may not grade or otherwise disturb the earth, remove trees, construct sewer lines, water lines, streets, utilities, public or private improvements, or any buildings until all the following conditions have been satisfied: 1) this agreement has been fully executed by both parties and filed with the Community Development Director, 2) the necessary security has been received by the City, 3) development contract and other associated documents have been recorded with the Hennepin County Recorder's Office and proof of recording has been provided to the City, and 4) the City has authorized the Developer to proceed, in writing. However, the Developer may be allowed to begin grading the site when items 1, 2 and 4 of the previous sentence have been satisfied. 4. DEVELOPMENT PLANS. The project shall be developed in accordance with the following plans. The plans shall not be attached to this Contract. If the plans vary from the written terms of this Contract, the written terms herein shall control. The plans are: Exhibit A – Legal Description Plan A – Site Plan, dated June 6, 2025 Plan B – Final Grading, Drainage, and Erosion Control Plan, dated June 6, 2025 23 - 2 – Plan C – Final Sanitary Sewer, Watermain and Storm Sewer Plan, dated June 6, 2025 Plan D –– Final Landscape Plan, dated June 6, 2025 5. IMPROVEMENTS. The Developer shall install and pay for, without limitation, all of the following improvements: • Streets • Sanitary Sewer • Watermain • Surface Water Facilities (pipe, ponds, rain gardens, etc.) • Grading and Erosion Control • Sidewalks/Trails • Street Lighting • Underground Utilities • Street Signs and Traffic Control Signs • Landscaping • Tree Preservation • Wetland Mitigation and Buffers • Monuments Required by Minnesota Statutes • Miscellaneous Facilities In addition to the above-listed improvements, Developer shall be responsible for all other costs necessary to construct the improvements pursuant to the City-approved plans. The Developer shall submit plans which have been prepared by a competent registered professional engineer to the City for approval by the City Engineer or designee. The Developer may instruct its engineer to provide full-time field inspection personnel in order for the Developer's engineer to be able to certify that the construction work meets the approved City standards as a condition of City acceptance. In addition, the City may, at the City's discretion and at the Developer's expense, have one or more City inspectors and a soil engineer inspect the work on a full or part-time basis. The Developer, its contractors and subcontractors, shall follow all instructions received from the City's inspectors. The Developer and/or the Developer’s engineer shall provide for on-site project management. The Developer's engineer is responsible for design changes and contract administration between the Developer and the Developer's contractor. The Developer or his or her engineer shall schedule a pre- construction meeting at a mutually agreeable time at City Hall with all parties concerned, including the City staff, to review the program for the construction work. All labor and work shall be performed and completed in the best and most workmanlike manner and in strict conformance with the approved plans and City Engineering Design Standards. No deviations from the approved plans and Standards will be permitted unless authorized by the City Engineer or designee. The Developer agrees to furnish to the City a list of contractors being considered for retention by the Developer for the performance of the work required by the contract. The Developer shall not do any work or furnish any materials not covered by the plans and special conditions of this contract, for which reimbursement is expected from the City, unless such work is first approved in writing by the City Engineer or designee. 24 - 3 – The Developer shall be responsible for construction of all improvements in conformance with the approved plans, City Engineering Design Standards and Standard Details. 6. OFF-SITE PUBLIC IMPROVEMENTS. All off-site improvements are the responsibility of the master developer, JB Limited, LLC. 7. CONTRACTORS/SUBCONTRACTORS. City Council members, City employees, and City Planning Commission members, and corporations, partnerships, and other entities in which such individuals have greater than a 25% ownership interest or in which they are an officer or director may not act as contractors or subcontractors for the public improvements identified in Paragraph 8 above. 8. PERMITS. The Developer shall obtain or require its contractors and subcontractors to obtain all necessary permits, including but not limited to: • Minnesota Department of Health for Watermains/Wells • NPDES Permits 9. TIME OF PERFORMANCE. The Developer shall install all required public improvements in this phase by October 31, 2026, with the exception of the final wear course of asphalt on streets. The Developer may, however, request an extension of time from the City. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date.. 10. LICENSE. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the project to perform all work and inspections deemed appropriate by the City in conjunction with project development. 11. CONSTRUCTION ACCESS. Haul routes for vehicles used in transport of materials shall be designated by the City Engineer. The City Engineer has discretion to change the designated haul routes at any time in event of unforeseen circumstances. This Agreement may be terminated and all work on the Subject Property may be halted by the City for Developer’s failure to use the designated haul routes or for any other violation of this Agreement. 12. GRADING PLAN. The project shall be graded in accordance with the approved grading drainage and erosion control plan, Plan “B”. The plan shall conform to City of Corcoran Engineering Design Standards. 13. EROSION CONTROL. Prior to initiating site grading, the erosion control plan, Plan B, shall be implemented by the Developer and inspected and approved by the City. Erosion control practices must comply with the Minnesota Pollution Control Agency’s Best Management Practices. The City may impose additional erosion control requirements which the City determines would be beneficial. The City is an MS4 City and all erosion control shall comply with the Corcoran City Code and the Corcoran Engineering Design Standards. No development, utility or street construction will be allowed and no building permits will be issued unless the project is in full compliance with the approved erosion control plan. Further, the City shall have the authority to stop work on the Subject Property and/or withhold additional building permits or certificates of occupancy in the event that the Developer fails to comply with the approved erosion control plan. 25 - 4 – 14. STREET MAINTENANCE DURING CONSTRUCTION. The Developer shall be responsible for all street maintenance until the streets affected by the project are accepted by the City. Warning signs shall be placed when hazards develop in streets to prevent the public from traveling on the same and to direct attention to detours. If and when streets become impassable, such streets shall be barricaded and closed. In the event residences are occupied prior to completing streets, the Developer shall maintain a smooth surface and provide proper surface drainage to ensure that the streets are passable to traffic and emergency vehicles. The Developer shall be responsible for keeping streets within and without the subdivision swept clean of dirt and debris that may spill, track, or wash onto the street from Developer’s operation. 15. OWNERSHIP OF IMPROVEMENTS. Upon completion of the work and construction required by this Contract and acceptance of the work by the City, the public improvements lying within public easements or right-of-way shall become City property. This provision shall not apply to private improvements (e.g. private retaining walls) which encroach upon public easement or right-of-way, and such encroachments shall be subject to any applicable and separate encroachment agreement. Prior to acceptance of the improvements by the City, the Developer must furnish the following affidavits: • Record Drawings • Certification from the Registered Land Surveyor that land corner monuments and wetland buffer signs have been installed according to the approved plans. • The warranty financial guarantee 16. PARK DEDICATION. Park dedication was previously satisfied by the master developer as part of the Cook Lake Highlands final plat and development contract. No park dedication is due with this PUD amendment project. 17. WATERMAIN / STORAGE TRUNK LINE AREA CHARGE (TLAC). TLAC was previously paid by the by the master developer as part of the Cook Lake Highlands final plat and development contract. No TLAC is due with this PUD amendment project. 18. WATER CONNECTION CHARGE. This project is subject to a water connection charge calculated as follows: 143 multifamily units x $1,096.97 = $156,866.71. The fees shall be paid at the time of building permit. Future development shall be cash at the time of issuance of each building permit at the then-current rates. The developer will be responsible for payment of the then-current water connection charge set by the City of Maple Grove. 19. SANITARY SEWER TRUNK LINE AREA CHARGE (TLAC). TLAC was previously paid by the by the master developer as part of the Cook Lake Highlands final plat and development contract. No TLAC is due with this PUD amendment project. The developer will also be responsible for payment of the then-current SAC fee set by the Metropolitan Council. 20. SANITARY SEWER CONNECTION CHARGE. This project is subject to a sanitary sewer connection charge calculated as follows: 143 multifamily units x $1,086.36 per unit = $155,349.48. The fees shall be paid at the time of building permit. Future development shall be cash at the time of issuance of each building permit at the then-current rates. 26 - 5 – 21. BUILDING PERMITS/CERTIFICATES OF OCCUPANCY. A. Prior to issuance of building permits other than the model home; utilities, curbing and one lift of bituminous shall be installed on public streets. Additionally, Buckthorn and other noxious weeds must be removed throughout the site. B. Utilities shall be installed and reasonable access to the lot from a public street shall be provided prior to issuance of a model home permit. One model home will be allowed per product type (single family, twin home, townhome, etc.) per development and shall be on lots acceptable to the City. C. No sewer and water connection permits may be issued until the utilities are tested and approved by the City Engineer. D. The Developer shall comply with the City of Corcoran Engineering Design Standards. E. Prior to issuance of building permits, wetland buffer monuments shall be placed in accordance with the City’s zoning ordinance. Monument signs shall be purchased from the City. The land surveyor must certify that the wetland buffer signs have been installed in accordance with the approved plans. F. Failure to fulfill any of the terms of this Contract by the Developer, including nonpayment of billings from the City, shall be grounds for denial of building permits, including lots sold to third parties, the halting of all work in the plat, and/or the denial of certificates of occupancy. G. If building permits are issued prior to the acceptance of public improvements, the Developer assumes all liability and costs resulting in delays in completion of public improvements and damage to public improvements caused by the City, Developer, their contractors, subcontractors, materialmen, employees, agents, or third parties. No sewer and water connection permits may be issued until the streets needed for access have been paved with a bituminous surface and the utilities are tested and approved by the City Engineer. H. Topsoil, ground cover, and front yard trees must be installed for individual lots prior to issuance of a Certificate of Occupancy unless an alternative timeline is approved and documented by the City. 22. STREET REGULATORY SIGNS/TRAFFIC CONTROL SIGNS. Street name signs shall be installed by the Developer in accordance with the City of Corcoran Engineering Design Standards. The Developer shall install traffic control signs in accordance with the plan approved by the City Engineer and Minnesota Manual on Uniform Traffic Control Devices. All signs must be installed prior to final building inspection approval or earlier if necessary as determined by the City Engineer. 23. STREET LIGHT INSTALLATION AND OPERATION COSTS. The developer shall pay for and install all street lights. The street light shall be of a design approved by the City. The developer shall be responsible for street light operation and maintenance costs until such time as the City accepts the public street where the streetlights are located. After the acceptance the City shall be responsible 27 - 6 – for all costs, subject to the street lighting policy. The costs of operation are dependent upon the operation costs for Wright Hennepin Electric under contract franchise with the City of Corcoran. 24. RESPONSIBILITY FOR COSTS. A. Except as otherwise specified herein, the Developer shall pay all costs incurred by it or the City in conjunction with the development of the project, including but not limited to legal (including, without limitation, attorneys’ fees), planning, engineering and inspection expenses incurred in connection with approval and acceptance of the project, the preparation of this Contract, review of construction plans and documents, and all costs and expenses incurred by the City in monitoring and inspecting development of the project. The City may require Developer to post funds in an escrow account, at its discretion. In the event the cash escrow amount is insufficient, Developer shall post additional escrow funds as determined by the City Planner within ten (10) days of written demand. Failure to make payment of the additional escrow amount shall permit the City to supplement those amounts from any other sureties posted by Developer. B. The Developer shall hold the City and its officers, employees, and agents harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from project approval and development. The Developer shall indemnify the City and its officers, employees, and agents for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including attorneys' fees. C. The Developer shall reimburse the City for costs incurred in the enforcement of this Contract, including engineering and attorneys' fees. D. The Developer shall pay, or cause to be paid when due, and in any event before any penalty is attached, all special assessments referred to in this contract. This is a personal obligation of the Developer and shall continue in full force and effect even if the Developer sells one or more lots, the entire plat, or any part of it. E. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Contract within thirty (30) days after receipt. Bills not paid within thirty (30) days shall accrue interest at the rate of eight percent (8%) per year. Further, the City shall have the right to access Developer’s posted security to obtain reimbursement for unpaid invoiced amounts. Should Developer’s security be insufficient to cover any amounts owed to the City and unpaid after invoicing, the City may assess such amounts against the Subject Property. Developer, on behalf of itself and it successors and assigns, hereby waives any assessment notice requirements and any right to appeal such assessment pursuant to Minnesota Statute 429. F. In addition to the charges and special assessments referred to herein, other charges and special assessments may be imposed such as but not limited to sewer availability charges ("SAC"), City water connection charges, City sewer connection charges, and building permit fees. 25. SPECIAL PROVISIONS. The following special provisions shall apply to project development: A. Compliance with the conditions of the original approvals, including the Preliminary PUD plan (Resolution 2021-84), the Preliminary Plat (Resolution 2021-85), PUD Final Development Plan (Resolution 2022-22), Final Plat approval (Resolution 2022-23) and PUD amendment approval 28 - 7 – (Resolution 2023-33), except as amended by PUD amendment (Resolution 20025-72) is required. B. The Developer must obtain a sign permit from the City Building Official prior to installation of any subdivision identification signs. C. The Developer shall include the “City of Corcoran’s Standard Detail” (all applicable sections) in the contract documents of their improvement project. 26. MISCELLANEOUS. A. The Developer may not assign this Contract without the written permission of the City Council. The Developer's obligation hereunder shall continue in full force and effect even if the Developer sells one or more lots, the entire plat, or any part of it. Notwithstanding anything herein to the contrary, in conjunction with a sale of the entire land, the Developer may, without the consent of the City, assign this Contract to a limited liability company or other entity in which the Developer or an affiliate thereof has a controlling membership or other controlling ownership interest, provided that such assignee assumes in writing the obligations of Developer under this Contract and all posted security correspondingly secures the performance of the assignee. B. Certain retaining walls will require a Building Permit. Retaining walls that require a building permit shall be constructed in accordance with plans and specifications prepared by a structural or geotechnical engineer licensed by the State of Minnesota. Following construction, a certification signed by the design engineer shall be filed with the Building Official evidencing that the retaining wall was constructed in accordance with the approved plans and specifications. All retaining walls identified on the development plans or by special conditions referred to in this Contract shall be constructed before any other building permit is issued for a lot on which a retaining wall is required to be built. C. Third parties shall have no recourse against the City under this Contract. D. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Contract is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. E. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Contract. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Contract shall not be a waiver or release. F. This Contract shall run with the land and may be recorded against the title to the property. The Developer covenants with the City, its successors and assigns, that the Developer has fee title to the property being approved and/or has obtained consents to this Contract, in the form attached hereto, from all parties who have an interest in the property; that there are no unrecorded interests in the property being final platted; and that the Developer will indemnify and hold the City harmless for failure to fulfill any of the foregoing covenants. 29 - 8 – G. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. H. The Developer represents to the City that the project complies with all city, county, metropolitan, state, and federal laws and regulations, including but not limited to: subdivision ordinances, zoning ordinances, and environmental regulations. If the City determines that the project does not comply, the City may, at its option, refuse to allow construction or development work in the project until the Developer does comply. Upon the City’s demand, the Developer shall cease work until there is compliance. I. The Contract may be executed in any number of counterparts, each of which shall be deemed to be an original. J. The laws of the State of Minnesota shall govern all issues relating to this Contract and any action brought to enforce rights or obligations herein shall be brought in Hennepin County, Minnesota. K. All exhibits, plan documents, City approval documents, and City planning or engineering memos referenced herein are hereby incorporated into and shall become a part of this Contract as if attached hereto. L. Upon completion of construction, the Developer shall provide the City with as-built records of all soil corrections and utility infrastructure installations made by the Developer on the Subject Property or within any affected public right-of-way. M. Upon completion of installation of the same (as applicable), any sanitary sewer installed on the Subject Property shall be televised at the Developer’s expense and the Developer shall submit a recording of the same to the City for the City’s records. N. The Developer shall install railings adjacent to slopes on the Subject Property in compliance with the building, as determined by the Building Official. 27. DEVELOPER’S DEFAULT. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer, except in an emergency as determined by the City, is first given notice of the work in default, not less than 48 hours in advance. This Contract is a license for the City to act, and it shall not be necessary for the City to seek a court order for permission to enter the Subject Property. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part to the Subject Property and the Developer, on behalf of itself and its successors and assigns, hereby waives any right to appeal said assessment. 28. WARRANTY/PERFORMANCE GUARANTEE. The Developer warrants all improvements required to be constructed by it pursuant to this Contract against poor material and faulty workmanship. The Developer shall submit either 1) a warranty/maintenance bond for 100% of the cost of the improvement, or 2) a letter of credit for twenty-five percent (25%) of the amount of the original cost of the improvements. 30 - 9 – A. The required warranty period for materials and workmanship for the utility contractor installing public sewer and water mains shall be two (2) years from the date of final written City acceptance of the work. B. The required warranty period for all work relating to street construction, including concrete curb and gutter, sidewalks and trails, materials and equipment shall be subject to one (1) year from the date of final written acceptance, unless the wear course is placed during the same construction season as the bituminous base course. In those instances, the Developer shall guarantee all work, including street construction, concrete curb and gutter, sidewalks and trails, material and equipment for a period of two (2) years from the date of final written City acceptance of the work. C. The required warranty period for sod, trees, and landscaping is one full growing season following installation. Following construction, a certification signed by the design landscape architect shall be filed with the City evidencing that the sod, trees, and landscaping was installed in accordance with the approved plans and specifications. D. The required warranty period for wetland buffer planting establishment is three (3) full growing seasons following installation. Following installation, a certification signed by the design landscape architect shall be filed with the City evidencing that wetland buffer vegetation establishment was installed in accordance with the approved plans and specifications. 29. SUMMARY OF SECURITY REQUIREMENTS. To guarantee compliance with the terms of this contract, payment of special assessments, payment of the costs of all public improvements, and construction of all public improvements, the Developer shall furnish the City with a letter of credit, in a form acceptable to the City, from a bank, cash escrow or a combination cash escrow and Letter of Credit ("security") for $1,345,410.00, which represents 100 percent of the estimated cost of the Improvements. The letter of credit shall include an automatic renewal clause. The letter of credit shall guarantee to the City the construction and satisfactory completion of all items to be completed by the developer; that the letter of credit shall be reduced from time to time as work is performed and accepted in a satisfactory manner; that the City Engineer may reduce the letter of credit to the amount reasonably estimated by the City Engineer to be necessary to cover the remaining construction obligations; however, the letter of credit shall not be reduced below the amount estimated by the City to cover all obligations of development including payment of costs and expenses incurred by the City for legal, engineering, planning and any other costs until a maintenance bond for period of one year, satisfactory to the City Attorney and the City Engineer has been provided by the Developer or its subcontractor. 31 - 10 – The amount of the security was calculated as follows: ESTIMATED COSTS ITEM City Project (1) Developer Installed (2) Total Sanitary Sewer System $15,000.00 $15,000.00 Watermain System $70,000.00 $70,000.00 Stormwater System $110,000.00 $110,000.00 Street Construction $300,000.00 $300,000.00 Street Lighting $35,000.00 $35,000.00 Grading/Erosion Control $520,000.00 $520,000.00 Landscaping/Tree Preservation $180,000.00 $180,000.00 Wetland Buffer Establishment $15,000.00 $15,000.00 Installing Wetland Buffer Monuments* $750.00 $750.00 Setting Iron Monuments $0.00 $0.00 SUB-TOTAL: $1,245,750.00 $1,245,750.00 City Design, Inspection and Administration (8%) $99,660.00 $99,660.00 Total: $1,345,410.00 $1,345,410.00 Total Project Cost $1,345,410.00 (1) Public Improvement/City Project. City to own and maintain after development complete. (2) Developer Installed Public Improvements. City to own and maintain after development complete. This breakdown is for historical reference; it is not a restriction on the use of the security. If a letter of credit is used to post any portion of the security, the bank shall be subject to the approval of the City Administrator. The City may draw down the security, without notice, for any violation of the terms of this Contract or upon receipt of notice that the security will be cancelled or otherwise lapse prior to the end of the required term and no City- approved replacement security has been provided. If the required public improvements are not completed at least 30 days prior to the expiration of the security, the City may also draw it down. If the security is drawn down, the proceeds shall be used to cure the default. Upon receipt of proof satisfactory to the City Engineer or designee that work has been completed and financial obligations to the City have been satisfied, with City Engineer or designee approval the security may be reduced from time to time by 75% of the financial obligations that have been satisfied. Twenty-five percent (25%) of the public improvement and landscaping amounts certified by the Developer's engineer shall be retained as security until: (1) all improvements have been completed; (2) iron monuments for lot corners have been installed; (3) all financial obligations to the City, both actual and anticipated, have been satisfied; (4) the required "record" plans have been received by the City; (5) a warranty security is provided; and (6) the public improvements are accepted by the City. 32 - 11 – 30. INSURANCE REQUIREMENTS. Developer shall take out and maintain or cause to be taken out and maintained until six months after the City’s acceptance of the public improvements: A. Commercial general liability insurance (including operations, contingent liability, operations of subcontractors, competed operations and contractual liability insurance) together with an Owner’s Contractor’s Policy with limits against bodily injury, including death, and property damage (to include, but not be limited to damages caused by erosion or flooding) which may arise out of Developer’s work or the work of any of its subcontractors. B. Limits for bodily injury or death shall not be less than $750,000.00 for one person and $1,500,000.00 for each occurrence; limits for property damage shall not be less than $2,000,000.00 for each occurrence. C. Worker’s compensation insurance, with statutory coverage, if applicable. D. Developer shall file a Certificate of Insurance with the City Administrator prior to commencing site grading. The City and the City Engineer shall be named as Additional Insureds on a primary and non-contributory basis on the Certificate. The Certificate shall be modified to bear the following language: Should any of the above policies be canceled, materially changed, or not renewed before the expiration date thereof, the issuing company shall give thirty (30) days written notice of the same to the Certificate Holder. In the event of cancellation due to non-payment, ten (10) day’s written notice shall be given to the Certificate Holder. Developer shall be responsible for providing the above language to its insurer. The City does not warranty that these amounts will be sufficient to cover all Developer liability related to the work on the Subject Property and Developer shall be responsible for conducting its own analysis of the appropriate levels of coverage. 31. SUMMARY OF CASH REQUIREMENTS. The following is a summary of the cash requirements under this Contract which must be furnished to the City at the time of final project approval: Engineering Escrow 20,000.00 TOTAL CASH REQUIREMENTS LEVIED: $ 20,000.00 32. NOTICES. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by certified mail at the following address: Dave Young Amira Investment, LLC 250 Nicollet Mall, Suite 500 33 - 12 – Minneapolis, MN 55401 Notices to the City shall be in writing and shall be either hand delivered to the City Administrator, or mailed to the City by certified mail in care of the City Administrator at the following address: Corcoran City Hall, 8200 County Road 116, Corcoran, MN 55340. The Developer shall notify the City within five (5) days of change of address. [Signatures on pages to follow] 34 CITY OF CORCORAN: BY: ______________________________________ Tom McKee, Mayor (SEAL) AND _____________________________________ Jay Tobin, City Administrator STATE OF MINNESOTA ) ( ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this _______ day of ________________, 20____, by Tom McKee and by Jay Tobin, the Mayor and City Administrator of the City of Corcoran, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. ______________________________________ NOTARY PUBLIC 35 DEVELOPER: By: ______________________________________ Its: ______________________________________ STATE OF MINNESOTA ) ( ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this ________ day of ________________, 20____, by __________________________________ the ____________________________________ of ______________________________________ on its behalf. ______________________________________ NOTARY PUBLIC DRAFTED BY: CITY OF CORCORAN 8200 County Road 116 Corcoran, MN 55340 36 EXHIBIT A (the “Subject Property”) Lot1, Block 2, Cook Lake Highlands, Hennepin County, Minnesota 37 FEE OWNER CONSENT TO DEVELOPMENT CONTRACT _______________________________________________________, fee owners of all or part of the Subject Property, the development of which is governed by the foregoing Development Contract, affirm and consent to the provisions thereof and agree to be bound by the provisions as the same may apply to that portion of the Subject Property owned by them. Fee Owners further consent to the recording of the Agreement against the Subject Property. Dated this _____ day of ____________, 2_____. ______________________________________ ______________________________________ STATE OF MINNESOTA ) ( ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this _____ day of _____________, 2____, by ______________________________________________________. ________________________________________ NOTARY PUBLIC DRAFTED BY: CITY OF CORCORAN 8200 County Road 116 Corcoran, MN 55340 38 MORTGAGEE CONSENT TO DEVELOPMENT CONTRACT _______________________________________________________, which holds a mortgage on the Subject Property, the development of which is governed by the foregoing Development Contract, agrees that the Development Contract shall remain in full force and effect even if it forecloses on its mortgage. Dated this _____ day of ____________, 2_____. ______________________________________ ______________________________________ STATE OF MINNESOTA ) ( ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this _____ day of ________________, 2_____, by __________________________________________________________________________. ________________________________________ NOTARY PUBLIC DRAFTED BY: CITY OF CORCORAN 8200 County Road 116 Corcoran, MN 55340 39 CONTRACT PURCHASER CONSENT TO DEVELOPMENT CONTRACT _______________________________________________________________, which/who has a contract purchaser's interest in all or part of the subject property, the development of which is governed by the foregoing Development Contract, hereby affirms and consents to the provisions thereof and agrees to be bound by the provisions as the same may apply to that portion of the Subject Property in which there is a contract purchaser's interest. Dated this _____ day of ____________, 2_____. ______________________________________ ______________________________________ STATE OF MINNESOTA ) ( ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this _____ day of ________________, 2____, by ____________________________________________________________________________. ________________________________________ NOTARY PUBLIC DRAFTED BY: CITY OF CORCORAN 8200 County Road 116 Corcoran, MN 55340 40 Hennepin County Property Map Date: 6/30/2025 Comments:PARCEL ID: 2511923140026 OWNER NAME: J B Limited Llc PARCEL ADDRESS: 7330 Brockton La,Corcoran MN 55340 PARCEL AREA: 4.65 acres, 202,418 sq ft A-T-B: Abstract SALE PRICE: SALE DATE: SALE CODE: ASSESSED 2024, PAYABLE 2025 PROPERTY TYPE: Vacant Land-Apartment HOMESTEAD: Non-Homestead MARKET VALUE: $1,000,000 TAX TOTAL: $15,432.56 ASSESSED 2025, PAYABLE 2026 PROPERTY TYPE: Vacant Land-Apartment HOMESTEAD: Non-Homestead MARKET VALUE: $1,000,000 This data (i) is furnished 'AS IS' with no representation as to completeness or accuracy; (ii) is furnished with no warranty of any kind; and (iii) is not suitable for legal, engineering or surveying purposes. Hennepin County shall not be liable for any damage, injury or loss resulting from this data. COPYRIGHT © HENNEPIN COUNTY 2025 1:4,800 41 Memo To: Kevin Mattson, City Engineer Public Works Director From: Steve Hegland, PE Caleb Kroeze Project: Amira – Cook Lake Date: June 30, 2025 Exhibits: This Memorandum is based on a review of the following documents: 1. Civil Plans – Amira of Corcoran by Civil Site Group dated 6/06/2025 Comments: General: 1. In addition to engineering related comments, the proposed plans are subject to the review of Planning, Zoning, Public Safety, and shall be in accordance with all other applicable codes and standards of the City of Corcoran, NPDES, ECWMC, Hennepin County, etc. 2. Site plans are stamped not for construction. Prior to final approval, plans shall be signed for construction. Site Plan 1. All pedestrian landings shall be ADA compliant. 2. Retaining walls are shown to the northwest of the site, northeast of the site and northwest of the parking lot. All walls will require an engineering design for the walls. The walls shall be certified to be constructed adjacent to buildings, access lanes and parking lots as shown on the site plans. 3. Details shall be added for the guardrail to the plans. Plans shall note that the guardrail is private and shall be maintained by the building owner. 4. Add notes to the plans that the contractor shall provide continual access to the Met Council lift station and the contractor shall not block the access route. Grading & Stormwater 1. The grading plan is showing grading on the City Lot. The lot is to be established with the master development contract. If the lot is proposed to be used by the Amira site, the applicant shall indicate on the plans what the site is to be utilized for. An encroachment agreement will then be required by the City describing which specific activities can take place on the site and outlining the restoration requirements. 2. Provide rational calculations to ensure that the single outlet to the northeast of the site at the bottom of the met council access is sufficient. 3. Provide curb and gutter along the north side of the east-west fire access route to prevent scouring of the shoulder of the road. Provide curb along the west side of the met council access road or protection from scouring from the runoff which will occur along the pavement edge. 42 June 2025 Amira – Cook Lake Kevin Mattson Page 2 of 2 Water and Sewer 1. Adjust the alignment of the watermain along south of the access road as snipped below. Light pole location may need to be modified to accommodate this. 2. Adjust the tree in the landscape island so that it is not directly adjacent to the fire hydrant. 3. Remove the valve at the edge of easement for the water service if two valves are provided within the site. 4. Valves should be added at connections to existing watermain so line can be properly tested. 5. Provide profile for watermain. End of Comments 43 Amira of Corcoran is a proposed 4-story active senior living community for residents aged 55+. The building will be comprised of 143 rental units ranging from studios to 3-bedroom apartments. The current PUD was approved for 145 units and the previous application for an Applewood senior living cooperative was for approximately 100 units, also within a 4- story building. Parking has also been increased to 220 total stalls between the surface lot and underground garage. The overall footprint of the building remains similar in shape, with some adjustments made to accommodate the revised unit configuration. The total site area is 4.65 acres with a proposed building size of 270,710 gross square feet including the underground parking garage, which is an increase of roughly 11,700 square feet from the approved proposal. This led to an increase in impervious area of 4,038 square feet, which is 2% of the total site. An outdoor pool and amenity deck have also been added to the project to maintain a high level of community amenity spaces for residents. The proposed exterior design still includes a combination of high quality, low maintenance materials such as manufactured stone, brick veneer, and composite lap and shake siding similar to the approved proposal. The revised design includes a flat roof instead of pitched and the windows are proposed to have black exterior frames in a simpler profile than the previous, white-framed windows in the original design. Lastly, hanging aluminum balconies are included in lieu of the post-supported decks from the Applewood proposal. 44 COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PRE L I M I N A R Y : NOT F O R CON S T R U C T I O N 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 06/06/2025 CITY SUBMITTAL PROJECT MANAGER DAVID KNAEBLE CONTACT NUMBER 612-615-0060 X 703 DRAWN BY KB, DK REVIEWED BY DK PROJECT NUMBER 25133 AM I R A O F C O R C O R A N 73 3 0 B R O C K T O N L A N E , C O R C O R A N , M N 5 5 3 4 0 UN I T E D P R O P E R T I E S 25 0 N I C O L L E T M A L L , S U I T E 5 0 0 , M I N N E A P O L I S , M N 5 5 4 0 1 48776 David J. Knaeble LICENSE NO.DATE 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. 06/06/2025 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R C0.0 TITLE SHEET AMIRA OF CORCORAN CORCORAN, MINNESOTA ISSUED FOR: CITY SUBMITTAL SHEET INDEX SHEET NUMBER SHEET TITLE C0.0 TITLE SHEET C1.0 REMOVALS PLAN C2.0 SITE PLAN - OVERALL C2.1 SITE PLAN - NORTH C2.2 SITE PLAN - SOUTH C3.0 GRADING PLAN - OVERALL C3.1 GRADING PLAN - NORTH C3.2 GRADING PLAN - SOUTH C4.0 UTILITY PLAN - OVERALL C4.0 UTILITY PLAN - NORTH C4.0 UTILITY PLAN - SOUTH C5.0 CIVIL DETAILS C5.1 CIVIL DETAILS C5.2 CIVIL DETAILS C5.3 CIVIL DETAILS L1.0 LANDSCAPE PLAN - OVERALL L1.1 LANDSCAPE PLAN - NORTH L1.2 LANDSCAPE PLAN - SOUTH L1.3 LANDSCAPE PLAN NOTES & DETAILS SW1.0 SWPPP - EXISTING CONDITIONS SW1.1 SWPPP - PROPOSED CONDITIONS SW1.2 SWPPP - DETAILS SW1.3 SWPPP - NARRATIVE SW1.4 SWPPP - ATTACHMENTS SW1.5 SWPPP - ATTACHMENTS PROJECT CONTACTS NAME & ADDRESS CONTACT CIVIL ENGINEER CIVIL SITE GROUP 5000 GLENWOOD AVE GOLDEN VALLEY, MN 55422 DAVE KNAEBLE 612-615-0060 DKNAEBLE@CIVILSITEGROUP.COM LANDSCAPE ARCHITECT CIVIL SITE GROUP 5000 GLENWOOD AVE GOLDEN VALLEY, MN 55422 ROBERT BINDER 612-615-0060 RBINDER@CIVILSITEGROUP.COM DEVELOPER UNITED PROPERTIES 250 NICOLLET MALL, SUITE 500 MINNEAPOLIS, MN 55401 DAVE YOUNG 952-837-8667 DAVE.YOUNG@UPROPERTIES.COM PROPERTY OWNER ARCHITECT MOMENTUM DESIGN GROUP 755 PRIOR AVENUE NORTH, SUITE 301A ST. PAUL, MN 55104 BRIAN GADIENT 612-290-6523 BRIAN@MDGARCHITECTS.COM SURVEYOR CIVIL SITE GROUP 5000 GLENWOOD AVE GOLDEN VALLEY, MN 55422 RORY SYNSTELIEN 612-615-0060 X 712 RORY@CIVILSITEGROUP.COM GEOTECHNICAL ENGINEER BRAUN INTERTEC CORPORATION 1101 HAMPSHIRE AVENUE SOUTH MINNEAPOLIS, MN 55438 NATHAN MCKINNEY 952-995-2000 . REVISION SUMMARY DATE DESCRIPTION Know what's below. before you dig.Call R UNITED PROPERTIES 250 NICOLLET MALL, SUITE 500 MINNEAPOLIS, MN 55401 DAVE YOUNG 952-837-8667 DAVE.YOUNG@UPROPERTIES.COM 1. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 2. CONTRACTOR SHALL CONFIRM THAT THE EXISTING CONDITIONS FOR THE SITE MATCH WHAT IS SHOWN ON THE DRAWINGS INCLUDED PRIOR TO CONSTRUCTION. 3. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICES COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICES. 4. ALL GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK, FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATE IN PROJECT DOCUMENTS. 5. CIVIL SITE GROUP SHALL HAVE NO LIABILITY WHATSOEVER FOR ANY COSTS ARISING OUT OF THE CLIENTS DECISION TO OBTAIN BIDS OR PROCEED WITH CONSTRUCTION BEFORE CIVIL SITE GROUP HAS ISSUED FINAL, FULLY-APPROVED PLANS AND SPECIFICATIONS. THE CLIENT ACKNOWLEDGES THAT ALL PRELIMINARY PLANS ARE SUBJECT TO SUBSTANTIAL REVISION UNTIL PLANS ARE FULLY APPROVED AND ALL PERMITS ARE OBTAINED. SITE LOCATIONSITE LOCATION MAP N 45 We t L a n d P e r P l a t Corner Falls in Water. No Monument Found or Set. [ 2 0 ] . D r a i n a g e & U t i l i t y E a s e m e n t p e r P l a t [1 6 ] . U t i l i t y E a s e m e n t Pe r D o c . N o . A 1 0 0 2 7 4 8 2 [2 0 ] . D r a i n a g e & U t i l i t y Ea s e m e n t P e r P l a t [15]. Utility Easement Per Doc. No. 11168727 [20 ] . D r a i n a g e & U t i l i t y Ea s e m e n t p e r P l a t PID: 2511923140004 Address: 19110 73rd Ave Owner: Metropolitan Council PID: 2511923140049 Address: 52 Address Unassigned Owner: City Of Corcoran PID: 2511923140052 Address: 52 Address Unassigned Owner: J B Limited Llc N0 9 ° 1 4 ' 3 8 " E 1 0 3 . 8 5 N 0 2 ° 4 8 ' 3 3 " W 2 7 4 . 2 5 N88°50'44"E 287.96 N0 1 ° 0 9 ' 1 6 " W 1 3 1 . 1 6 S5 5 ° 3 7 ' 1 1 " E 2 0 7 . 1 7 S0 1 ° 0 9 ' 1 6 " E 4 2 9 . 7 2 S88°50'44"W 93.42 S33 ° 5 7 ' 2 7 " W 6 7 . 0 0 103. 6 6Δ=2 1 ° 1 2 ' 4 4 " R=2 8 0 . 0 0 N77°15'1 7 " W 1 9 0 . 7 5 50.98 Δ=8°51'03" R=330.00 6.26 N86°06'20"W PID: 3011922230063 Address: 18710 73rd Ave N, Maple Grove, MN 55311 Owner: City Of Maple Grove BROCKT O N L A N E (A Public R / W ) [2 3 ] . W e t l a n d B u f f e r E a s e m e n t pe r D o c N o . 1 1 1 6 2 5 1 4 [20]. Drainage & Utility Easement per Plat [20]. Dr a i n a g e & U t i l i t y Easeme n t p e r P l a t [2 3 ] . W e t l a n d B u f f e r Ea s e m e n t p e r D o c No . 1 1 1 6 2 5 1 4 [A ] . G r a v e l P a t h G u a r d R a i l R i p R a p Rip Rap Rip Rap Rip Rap 18" RCP 15" RCP PID: 2511923140026 Address: 7330 Brockton Lane Owner: J B Limited Llc NO BUILDINGS Bitumino u s P a t h 8" P V C 1 5 " P V C 15" PVC 15" PVC 15" P V C 24" R C P 30" R C P 15 " R C P CO O K L A K E 36" R C P NO BUILDINGS & PAVEMENTS FOR REMOVALS FOUND PER SURVEY (V1.0) REMOVE/SALVAGE EXISTING GRAVEL PATH, TYP. REMOVE/RECLAIM EXISTING GRAVEL ROADWAY, TYP. REMOVE/SALVAGE EXISTING GUARD RAIL, TYP. PROTECT EXISTING CB STRUCTURE & PIPING DURING CONSTRUCTION PROTECT EXISTING SANITARY MH DURING CONSTRUCTION REMOVE/SALVAGE EXISTING GRAVEL PATH, TYP. PROTECT EXISTING GUARD POST & FENCE DURING CONSTRUCTION CONSTRUCTION LIMITS CONSTRUCTION LIMITS CONSTRUCTION LIMITS REMOVALS PLAN LEGEND: REMOVAL/SALVAGE GRAVEL PATH COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PRE L I M I N A R Y : NOT F O R CON S T R U C T I O N 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 06/06/2025 CITY SUBMITTAL PROJECT MANAGER DAVID KNAEBLE CONTACT NUMBER 612-615-0060 X 703 DRAWN BY KB, DK REVIEWED BY DK PROJECT NUMBER 25133 AM I R A O F C O R C O R A N 73 3 0 B R O C K T O N L A N E , C O R C O R A N , M N 5 5 3 4 0 UN I T E D P R O P E R T I E S 25 0 N I C O L L E T M A L L , S U I T E 5 0 0 , M I N N E A P O L I S , M N 5 5 4 0 1 48776 David J. Knaeble LICENSE NO.DATE 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. 06/06/2025 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R C1.0 REMOVALS PLAN REMOVAL NOTES: CITY OF CORCORAN REMOVAL NOTES: 1. RESERVED FOR CITY SPECIFIC REMOVAL NOTES. 1. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 2. SEE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) PLAN FOR CONSTRUCTION STORM WATER MANAGEMENT PLAN. 3. REMOVAL OF MATERIALS NOTED ON THE DRAWINGS SHALL BE IN ACCORDANCE WITH MNDOT, STATE AND LOCAL REGULATIONS. 4. REMOVAL OF PRIVATE UTILITIES SHALL BE COORDINATED WITH UTILITY OWNER PRIOR TO CONSTRUCTION ACTIVITIES. 5. EXISTING PAVEMENTS SHALL BE SAWCUT IN LOCATIONS AS SHOWN ON THE DRAWINGS OR THE NEAREST JOINT FOR PROPOSED PAVEMENT CONNECTIONS. 6. REMOVED MATERIALS SHALL BE DISPOSED OF TO A LEGAL OFF-SITE LOCATION AND IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS. 7. ABANDON, REMOVAL, CONNECTION, AND PROTECTION NOTES SHOWN ON THE DRAWINGS ARE APPROXIMATE. COORDINATE WITH PROPOSED PLANS. 8. EXISTING ON-SITE FEATURES NOT NOTED FOR REMOVAL SHALL BE PROTECTED THROUGHOUT THE DURATION OF THE CONTRACT. 9. PROPERTY LINES SHALL BE CONSIDERED GENERAL CONSTRUCTION LIMITS UNLESS OTHERWISE NOTED ON THE DRAWINGS. WORK WITHIN THE GENERAL CONSTRUCTION LIMITS SHALL INCLUDE STAGING, DEMOLITION AND CLEAN-UP OPERATIONS AS WELL AS CONSTRUCTION SHOWN ON THE DRAWINGS. 10. MINOR WORK OUTSIDE OF THE GENERAL CONSTRUCTION LIMITS SHALL BE ALLOWED AS SHOWN ON THE PLAN AND PER CITY REQUIREMENTS. FOR ANY WORK ON ADJACENT PRIVATE PROPERTY, THE CONTRACTOR SHALL OBTAIN WRITTEN PERMISSION FROM THE ADJACENT PROPERTY OWNER PRIOR TO ANY WORK. 11. DAMAGE BEYOND THE PROPERTY LIMITS CAUSED BY CONSTRUCTION ACTIVITY SHALL BE REPAIRED IN A MANNER APPROVED BY THE ENGINEER/LANDSCAPE ARCHITECT OR IN ACCORDANCE WITH THE CITY. 12. PROPOSED WORK (BUILDING AND CIVIL) SHALL NOT DISTURB EXISTING UTILITIES UNLESS OTHERWISE SHOWN ON THE DRAWINGS AND APPROVED BY THE CITY PRIOR TO CONSTRUCTION. 13. SITE SECURITY MAY BE NECESSARY AND PROVIDED IN A MANNER TO PROHIBIT VANDALISM, AND THEFT, DURING AND AFTER NORMAL WORK HOURS, THROUGHOUT THE DURATION OF THE CONTRACT. SECURITY MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY. 14. VEHICULAR ACCESS TO THE SITE SHALL BE MAINTAINED FOR DELIVERY AND INSPECTION ACCESS DURING NORMAL OPERATING HOURS. AT NO POINT THROUGHOUT THE DURATION OF THE CONTRACT SHALL CIRCULATION OF ADJACENT STREETS BE BLOCKED WITHOUT APPROVAL BY THE CITY PRIOR TO CONSTRUCTION ACTIVITIES. 15. ALL TRAFFIC CONTROLS SHALL BE PROVIDED AND ESTABLISHED PER THE REQUIREMENTS OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO, SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL REMAIN OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURES SHALL BE PERMITTED WITHOUT APPROVAL BY THE CITY. 16. SHORING FOR BUILDING EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR AND AS APPROVED BY THE OWNERS REPRESENTATIVE AND THE CITY PRIOR TO CONSTRUCTION ACTIVITIES. 17. STAGING, DEMOLITION, AND CLEAN-UP AREAS SHALL BE WITHIN THE PROPERTY LIMITS AS SHOWN ON THE DRAWINGS AND MAINTAINED IN A MANNER AS REQUIRED BY THE CITY. 18. ALL EXISTING SITE TRAFFIC/REGULATORY SIGNAGE TO BE INVENTORIED AND IF REMOVED FOR CONSTRUCTION SHALL BE RETURNED TO LGU. 19. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. SEE SWPPP ON SHEETS SW1.0 - SW1.5 EROSION CONTROL NOTES: CONSTRUCTION LIMITS REVISION SUMMARY DATE DESCRIPTION PROPERTY LINE 0 1" = 40'-0" 40'-0"20'-0" N Know what's below. before you dig.Call R OWNER INFORMATION UNITED PROPERTIES 250 NICOLLET MALL, SUITE 500 MINNEAPOLIS, MN 55401 DAVE YOUNG 952-837-8667 DAVE.YOUNG@UPROPERTIES.COM 46 We t L a n d P e r P l a t Corner Falls in Water. No Monument Found or Set. [ 2 0 ] . D r a i n a g e & U t i l i t y E a s e m e n t p e r P l a t [1 6 ] . U t i l i t y E a s e m e n t Pe r D o c . N o . A 1 0 0 2 7 4 8 2 [2 0 ] . D r a i n a g e & U t i l i t y Ea s e m e n t P e r P l a t [15]. Utility Easement Per Doc. No. 11168727 [20 ] . D r a i n a g e & U t i l i t y Ea s e m e n t p e r P l a t PID: 2511923140004 Address: 19110 73rd Ave Owner: Metropolitan Council PID: 2511923140049 Address: 52 Address Unassigned Owner: City Of Corcoran PID: 2511923140052 Address: 52 Address Unassigned Owner: J B Limited Llc N0 9 ° 1 4 ' 3 8 " E 1 0 3 . 8 5 N 0 2 ° 4 8 ' 3 3 " W 2 7 4 . 2 5 N88°50'44"E 287.96 N0 1 ° 0 9 ' 1 6 " W 1 3 1 . 1 6 S5 5 ° 3 7 ' 1 1 " E 2 0 7 . 1 7 S0 1 ° 0 9 ' 1 6 " E 4 2 9 . 7 2 S88°50'44"W 93.42 S33 ° 5 7 ' 2 7 " W 6 7 . 0 0 103. 6 6Δ=2 1 ° 1 2 ' 4 4 " R=2 8 0 . 0 0 N77°15'1 7 " W 1 9 0 . 7 5 50.98 Δ=8°51'03" R=330.00 6.26 N86°06'20"W PID: 3011922230063 Address: 18710 73rd Ave N, Maple Grove, MN 55311 Owner: City Of Maple Grove BROCKT O N L A N E (A Public R / W ) [2 3 ] . W e t l a n d B u f f e r E a s e m e n t pe r D o c N o . 1 1 1 6 2 5 1 4 [20]. Drainage & Utility Easement per Plat [20]. Dr a i n a g e & U t i l i t y Easemen t p e r P l a t [2 3 ] . W e t l a n d B u f f e r Ea s e m e n t p e r D o c No . 1 1 1 6 2 5 1 4 18" RCP 15" RCP PID: 2511923140026 Address: 7330 Brockton Lane Owner: J B Limited Llc Bitumino u s P a t h 8" P V C 1 5 " P V C 15" PVC 15" PVC 15" P V C 24" R C P 30" R C P 15 " R C P CO O K L A K E 36" R C P UP 624 SF Unit A1 592 1055 SF Unit D1 568 1055 SF Unit C1 565 1215 SF Unit D3 564 1563 SF Unit F1 563 1056 SF Unit D1 566 724 SF Unit B1 567 1056 SF Unit D1 570 1168 SF Unit D6 571 724 SF Unit B1 569 1352 SF Unit E3 572 1057 SF Unit C1 588 244 SF PackageRoom 1239 SF Unit D5 591 898 SFLounge 665 SFLobby 1055 SF Unit C1 578 1056 SF Unit D1 574 1344 SF Unit E5 573 1176 SF Unit D2 576 724 SF Unit B1 575 1057 SF Unit C1 577 724 SF Unit B1 582 1424 SF Unit E1 579 1556 SF Unit F2 580 724 SF Unit B1 581 1006 SF Unit C2 583 1056 SF Unit D1 584 1057 SF Unit C1 587 1004 SF Unit C2 586 1514 SF Unit E2 585 786 SF Unit B2 589 1842 SF Club Room 244 Stair 386 M 406 Stair 401 Stair 392 T 405 1717 SFCommunity 490 SFLibrary 243 SFMail 133 SFOffice 156 SFOffice 116 SFWork 104 SFOffice 254 SFSitting 77 SFRR 78 SFRR 220 SFVestibule 1377 SF Unit D7 612 735 SF Fitness 596 706 SF Yoga 613 350 SF W Locker 615 289 SF M Locker 614145 SF Sauna 618 NO PA R K I N G CONSTRUCTION LIMITS 25' BLDG. S T B K 25' PKG. S T B K 25' BLDG. STBK 2 5 ' B L D G . S T B K 10 ' P K G . S T B K 25' BLDG. STBK CONSTRUCTION LIMITS CONSTRUCTION LIMITS FIRE TRUCK TURNING MOVEMENT FIRE TRUCK TURNING MOVEMENT 20 . 0 26 . 0 26.0 26 . 0 26.0 26.0 20.0 COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PRE L I M I N A R Y : NOT F O R CON S T R U C T I O N 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 06/06/2025 CITY SUBMITTAL PROJECT MANAGER DAVID KNAEBLE CONTACT NUMBER 612-615-0060 X 703 DRAWN BY KB, DK REVIEWED BY DK PROJECT NUMBER 25133 AM I R A O F C O R C O R A N 73 3 0 B R O C K T O N L A N E , C O R C O R A N , M N 5 5 3 4 0 UN I T E D P R O P E R T I E S 25 0 N I C O L L E T M A L L , S U I T E 5 0 0 , M I N N E A P O L I S , M N 5 5 4 0 1 48776 David J. Knaeble LICENSE NO.DATE 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. 06/06/2025 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R SITE LAYOUT NOTES: SITE PLAN LEGEND (SHEETS C2.0-C2.2): TRAFFIC DIRECTIONAL ARROW PAVEMENT MARKINGS SIGN AND POST ASSEMBLY. SHOP DRAWINGS REQUIRED. HC = ACCESSIBLE SIGN NP = NO PARKING FIRE LANE ST = STOP CP = COMPACT CAR PARKING ONLY PROPERTY LINE CURB AND GUTTER-SEE NOTES (T.O.) TIP OUT GUTTER WHERE APPLICABLE-SEE PLAN LIGHT DUTY BITUMINOUS PAVEMENT (IF APPLICABLE). SEE GEOTECHNICAL REPORT FOR AGGREGATE BASE & WEAR COURSE DEPTH, SEE DETAIL. HEAVY DUTY BITUMINOUS PAVEMENT (IF APPLICABLE). SEE GEOTECHNICAL REPORT FOR AGGREGATE BASE & WEAR COURSE DEPTH, SEE DETAIL. CONSTRUCTION LIMITS TO CITY OF CORCORAN SITE SPECIFIC NOTES: 1. RESERVED FOR CITY SPECIFIC SITE NOTES. ACCESSIBILITY ROUTE ARROW (IF APPLICABLE) DO NOT PAINT. 1. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 2. CONTRACTOR SHALL VERIFY LOCATIONS AND LAYOUT OF ALL SITE ELEMENTS PRIOR TO BEGINNING CONSTRUCTION, INCLUDING BUT NOT LIMITED TO, LOCATIONS OF EXISTING AND PROPOSED PROPERTY LINES, EASEMENTS, SETBACKS, UTILITIES, BUILDINGS AND PAVEMENTS. CONTRACTOR IS RESPONSIBLE FOR FINAL LOCATIONS OF ALL ELEMENTS FOR THE SITE. ANY REVISIONS REQUIRED AFTER COMMENCEMENT OF CONSTRUCTION, DUE TO LOCATIONAL ADJUSTMENTS SHALL BE CORRECTED AT NO ADDITIONAL COST TO OWNER. ADJUSTMENTS TO THE LAYOUT SHALL BE APPROVED BY THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF MATERIALS. STAKE LAYOUT FOR APPROVAL. 3. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, INCLUDING A RIGHT-OF-WAY AND STREET OPENING PERMIT. 4. THE CONTRACTOR SHALL VERIFY RECOMMENDATIONS NOTED IN THE GEO TECHNICAL REPORT PRIOR TO INSTALLATION OF SITE IMPROVEMENT MATERIALS. 5. CONTRACTOR SHALL FIELD VERIFY COORDINATES AND LOCATION DIMENSIONS & ELEVATIONS OF THE BUILDING AND STAKE FOR REVIEW AND APPROVAL BY THE OWNERS REPRESENTATIVE PRIOR TO INSTALLATION OF FOOTING MATERIALS. 6. LOCATIONS OF STRUCTURES, ROADWAY PAVEMENTS, CURBS AND GUTTERS, BOLLARDS, AND WALKS ARE APPROXIMATE AND SHALL BE STAKED IN THE FIELD, PRIOR TO INSTALLATION, FOR REVIEW AND APPROVAL BY THE ENGINEER/LANDSCAPE ARCHITECT. 7. CURB DIMENSIONS SHOWN ARE TO FACE OF CURB. BUILDING DIMENSIONS ARE TO FACE OF CONCRETE FOUNDATION. LOCATION OF BUILDING IS TO BUILDING FOUNDATION AND SHALL BE AS SHOWN ON THE DRAWINGS. 8. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR SAMPLES AS SPECIFIED FOR REVIEW AND APPROVAL BY THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO FABRICATION FOR ALL PREFABRICATED SITE IMPROVEMENT MATERIALS SUCH AS, BUT NOT LIMITED TO THE FOLLOWING, FURNISHINGS, PAVEMENTS, WALLS, RAILINGS, BENCHES, FLAGPOLES, LANDING PADS FOR CURB RAMPS, AND LIGHT AND POLES. THE OWNER RESERVES THE RIGHT TO REJECT INSTALLED MATERIALS NOT PREVIOUSLY APPROVED. 9. PEDESTRIAN CURB RAMPS SHALL BE CONSTRUCTED WITH TRUNCATED DOME LANDING AREAS IN ACCORDANCE WITH A.D.A. REQUIREMENTS-SEE DETAIL. 10. CROSSWALK STRIPING SHALL BE 24" WIDE WHITE PAINTED LINE, SPACED 48" ON CENTER PERPENDICULAR TO THE FLOW OF TRAFFIC. WIDTH OF CROSSWALK SHALL BE 5' WIDE. ALL OTHER PAVEMENT MARKINGS SHALL BE WHITE IN COLOR UNLESS OTHERWISE NOTED OR REQUIRED BY ADA OR LOCAL GOVERNING BODIES. 11. SEE SITE PLAN FOR CURB AND GUTTER TYPE. TAPER BETWEEN CURB TYPES-SEE DETAIL. 12. ALL CURB RADII ARE MINIMUM 3' UNLESS OTHERWISE NOTED. 13. CONTRACTOR SHALL REFER TO FINAL PLAT FOR LOT BOUNDARIES, NUMBERS, AREAS AND DIMENSIONS PRIOR TO SITE IMPROVEMENTS. 14. FIELD VERIFY ALL EXISTING SITE CONDITIONS, DIMENSIONS. 15. PARKING IS TO BE SET PARALLEL OR PERPENDICULAR TO EXISTING BUILDING UNLESS NOTED OTHERWISE. 16. ALL PARKING LOT PAINT STRIPING TO BE WHITE, 4" WIDE TYP. 17. BITUMINOUS PAVING TO BE "LIGHT DUTY" UNLESS OTHERWISE NOTED. SEE DETAIL SHEETS FOR PAVEMENT SECTIONS. 18. ALL TREES THAT ARE TO REMAIN ARE TO BE PROTECTED FROM DAMAGE WITH A CONSTRUCTION FENCE AT THE DRIP LINE. SEE LANDSCAPE DOCUMENTS. 19. CONTRACTOR IS RESPONSIBLE TO INSTALL ANY SIDEWALK AND CURBING PER DESIGN PLAN. CONTRACTOR TO VERIFY ALL CURBS AND SIDEWALKS WILL DRAIN PROPERLY IN FIELD CONDITIONS. CONTRACTOR MUST CONTACT THE CIVIL ENGINEER 24-HOURS PRIOR TO ANY CURB AND/OR SIDEWALK INSTALLATION TO REVIEW AND INSPECT CURB STAKES. CONTRACTOR IS RESPONSIBLE FOR ANY CURB OR SIDEWALK REPLACEMENT IF THIS PROCEDURE IS NOT FOLLOWED. 20. FINISH GRADING FOR HARDSCAPE AREAS IE. PARKING LOTS, CURBS, SIDEWALKS SHALL BE WITHIN 0.05 FEET. ADA AREAS MUST COMPLY WITH REQUIREMENTS ON PLANS AND ADA REGULATIONS. TOLERANCE WITHIN ADA AREAS IS 0.00 FEET DISCUSS ANY DEVIATIONS WITH ENGINEER PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ANY CURB, SIDEWALK AND/OR PAVEMENT REPLACEMENT THAT DOES NOT MEET TOLERANCE/ADA REQUIREMENTS. CONCRETE PAVEMENT (IF APPLICABLE) AS SPECIFIED (PAD OR WALK) SEE GEOTECHNICAL REPORT FOR AGGREGATE BASE & CONCRETE DEPTHS, WITHIN ROW SEE CITY DETAIL, WITHIN PRIVATE PROPERTY SEE CSG DETAIL OPERATIONAL NOTES SNOW REMOVAL ALL SNOW SHALL BE STORED ON-SITE OUTSIDE PARKING LOT. WHEN FULL, REMOVAL CO. SHALL REMOVE EXCESS OFF-SITE. TRASH REMOVAL TRASH SHALL BE PLACED IN EXTERIOR TRASH AREA AND REMOVED BY COMMERCIAL CO. WEEKLY. DELIVERIES DELIVERIES SHALL OCCUR AT THE FRONT DOOR VIA STANDARD COMMERCIAL DELIVERY VEHICLES (UPS, FED-EX, USPS). REVISION SUMMARY DATE DESCRIPTION 0 1" = 40'-0" 40'-0"20'-0" N Know what's below. before you dig.Call R C2.0 SITE PLAN - OVERALL OWNER INFORMATION UNITED PROPERTIES 250 NICOLLET MALL, SUITE 500 MINNEAPOLIS, MN 55401 DAVE YOUNG 952-837-8667 DAVE.YOUNG@UPROPERTIES.COM WETLAND BUFFER AREA POND ACCESS ROUTE SITE DATA ZONING SUMMARY EXISTING ZONING PUD PROPOSED ZONING PUD CURRENT APPROVED PUD PROPOSED UNIT COUNT 145 143 PARKING SUMMARY [1.5 STALLS/UNIT REQ] REQUIRED 218 215 UNDERGROUND PARKING 165 160 SURFACE PARKING 75 60 TOTAL PARKING 240 220 IMPERVIOUS AREA SUMMARY TOTAL SITE AREA [SF]202417 202417 TOTAL IMPERVIOUS - SITE [SF]118056 122094 PERCENT IMPERVIOUS - SITE 58.3%60.3% TOTAL IMPERVIOUS - DEVELOPMENT [SF]373950 377988 PERCENT INCREASE - DEVELOPMENT 39.8%40.2% 47 We t L a n d P e r P l a t Corner Falls in Water. No Monument Found or Set. [ 2 0 ] . D r a i n a g e & U t i l i t y E a s e m e n t p e r P l a t [1 6 ] . U t i l i t y E a s e m e n t Pe r D o c . N o . A 1 0 0 2 7 4 8 2 [2 0 ] . D r a i n a g e & U t i l i t y Ea s e m e n t P e r P l a t [20 ] . D r a i n a g e & U t i l i t y Ea s e m e n t p e r P l a t PID: 2511923140004 Address: 19110 73rd Ave Owner: Metropolitan Council Address: 52 Address Unassigned N 0 2 ° 4 8 ' 3 3 " W 2 7 4 . 2 5 N88°50'44"E 287.96 N0 1 ° 0 9 ' 1 6 " W 1 3 1 . 1 6 S5 5 ° 3 7 ' 1 1 " E 2 0 7 . 1 7 S0 1 ° 0 9 ' 1 6 " E 4 2 9 . 7 2 PID: 3011922230063 Address: 18710 73rd Ave N, Maple Grove, MN 55311 Owner: City Of Maple Grove [2 3 ] . W e t l a n d B u f f e r E a s e m e n t pe r D o c N o . 1 1 1 6 2 5 1 4 [20]. Drainage & Utility Easement per Plat [2 3 ] . W e t l a n d B u f f e r Ea s e m e n t p e r D o c No . 1 1 1 6 2 5 1 4 18" RCP PID: 2511923140026 Address: 7330 Brockton Lane Owner: J B Limited Llc 8" P V C 1 5 " P V C CO O K L A K E 36" R C P UP 624 SF Unit A1 592 1055 SF Unit D1 568 1055 SF Unit C1 565 1215 SF Unit D3 564 1563 SF Unit F1 563 1056 SF Unit D1 566 724 SF Unit B1 567 1056 SF Unit D1 570 1168 SF Unit D6 571 724 SF Unit B1 569 1352 SF Unit E3 572 1057 SF Unit C1 588 244 SF PackageRoom 1239 SF Unit D5 591 898 SFLounge 665 SF Lobby 1055 SF Unit C1 578 1056 SF Unit D1 574 1344 SF Unit E5 573 Unit D2 576 Unit B1 575 Stair 386 Stair 401 1717 SF Community 490 SF Library 243 SF Mail 133 SFOffice 156 SF Office 116 SF Work 104 SFOffice 254 SFSitting 77 SF RR 78 SF RR 220 SFVestibule 1377 SF Unit D7 612 NO PA R K I N G CONSTRUCTION LIMITS WETLAND BUFFER LINE WETLAND BUFFER LINE WETLAND BUFFER SIGN (5 TOTAL), COORDINATE FINAL LOCATION W/ CITY PRIOR TO CONSTRUCTION, TYP. SIGNS TO BE PURCHASED FROM CITY. 15 12 13 6 D&U EASEMENTLINE D&U EASEMENT LINE EXISTING D&U EASEMENT LINE 25' BLDG. STBK 2 5 ' B L D G . S T B K 1 0 ' P K G . S T B K 20 . 0 9.0 TYP. 24 . 0 7.0 26.0 26.0 20.0 26.0 8.0 30 . 0 R94.1 R12. 0 R15.0 R25.0 R2 1 . 0 R15.0 R1 5 . 0 R 5 . 0 R 3 5 . 0 R 1 0 0 . 0 R 5 5 . 0 R3 0 . 0 R1 5 . 0 R5.0 47 . 1 54.5 46 . 7 54.4 15 . 5 7. 7 18 . 0 26 . 0 18 . 0 18 . 6 18 . 0 26 . 0 9.0 TYP. 9. 0 9. 0 9. 0 11.0 9.0 TYP.26.0 9.0 TYP. 14.6 26.0 18.0 7.7 20.9 46.3 5.7 34 . 3 26 . 0 10.2 5.0 R3.0 R3.0 R3. 0 R 5 . 0 CONSTRUCTION LIMITS ACCESSIBLE ROUTE ARROW. DO NOT PAINT, FOR CODE REVIEW ONLY, TYP.5.0 11.7 12.1 27 . 5 10.5 7.0 2.7 2.3 5. 0 10 . 0 6.8 R8 . 0 20' WIDE BIT. FIRE LANE20' WIDE BIT. FIRE LANE B612 C&G, TYP. PVMT. STRIPINGTYP. CONC. WALK, TYP ACCESSIBLE PARKING SPACE, INCL. SIGNAGE, STRIPING AND RAMPS, TYP. RIBBON CURB 150' STBK. LINE FROM OHW RAISED GARDEN B612 C&G, TYP. CONCRETE PATIO FIRE LANE SIGN, TYP.COORD. W/FIRE MARSHAL ACCESSIBLE RAMP (TYP.) 4' TALL ORNAMENTAL FENCE &GUARDRAIL, TYP RETAINING WALL, TYP STREET LIGHT (TYP.) HC MOD. BLOCK RETAINING WALL W/ RAILING MOD.BLOCK RETAINING WALL W/ RAILING NP NP NP BIT. PVMT. MATCH CURRENT DRIVE LOCATION. B612 CURB ANDGUTTER INSTALL SALVAGED GUARD RAIL LD BIT. PVMT., TYP HD BIT. PVMT., TYP HD BIT.PVMT., TYP HD BIT. PVMT., TYP HD BIT. PVMT., TYP HC MATCH EXISITING CONC. WALK, TYP 2 0 ' W I D E B I T . F I R E L A N E 10' CURB TAPER 3' CURB TAPER ACCESSIBLE RAMP (TYP.) DECK ABOVE GRADE, SEE ARCH'L PLANS SITE WORK "ON GRADE" SITE WORK "ON ROOF DECK" COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PRE L I M I N A R Y : NOT F O R CON S T R U C T I O N 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 06/06/2025 CITY SUBMITTAL PROJECT MANAGER DAVID KNAEBLE CONTACT NUMBER 612-615-0060 X 703 DRAWN BY KB, DK REVIEWED BY DK PROJECT NUMBER 25133 AM I R A O F C O R C O R A N 73 3 0 B R O C K T O N L A N E , C O R C O R A N , M N 5 5 3 4 0 UN I T E D P R O P E R T I E S 25 0 N I C O L L E T M A L L , S U I T E 5 0 0 , M I N N E A P O L I S , M N 5 5 4 0 1 48776 David J. Knaeble LICENSE NO.DATE 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. 06/06/2025 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R REVISION SUMMARY DATE DESCRIPTION C2.1 SITE PLAN - NORTH SEE SHEET C2.0 FOR GENERAL SITE NOTES 0 1" = 20'-0" 20'-0"10'-0" N Know what's below. before you dig.Call R 48 [ 2 0 ] . D r a i n a g e & U t i l i t y E a s e m e n t p e r P l a t [1 6 ] . U t i l i t y E a s e m e n t Pe r D o c . N o . A 1 0 0 2 7 4 8 2 [15]. Utility Easement Per Doc. No. 11168727 Address: 52 Address Unassigned N0 9 ° 1 4 ' 3 8 " E 1 0 3 . 8 5 S0 1 ° 0 9 ' 1 6 " E 4 2 9 . 7 2 S88°50'44"W 93.42 S33 ° 5 7 ' 2 7 " W 6 7 . 0 0 103. 6 6Δ=2 1 ° 1 2 ' 4 4 " R=2 8 0 . 0 0 N77°15'1 7 " W 1 9 0 . 7 5 50.98 Δ=8°51'03" R=330.00 6.26 N86°06'20"W PID: 3011922230063 Address: 18710 73rd Ave N, Maple Grove, MN 55311 Owner: City Of Maple Grove BROCKT O N L A N E (A Public R / W ) [20]. Dr a i n a g e & U t i l i t y Easeme n t p e r P l a t 15" RCP PID: 2511923140026 Address: 7330 Brockton Lane Owner: J B Limited Llc Bitumino u s P a t h 15" PVC 15" PVC 15" P V C 24" R C P 30" R C P 15 " R C P 1055 SF Unit C1 578 1056 SF Unit D1 574 1176 SF Unit D2 576 724 SF Unit B1 575 1057 SF Unit C1 577 724 SF Unit B1 582 1424 SF Unit E1 579 1556 SF Unit F2 580 724 SF Unit B1 581 1006 SF Unit C2 583 1056 SF Unit D1 584 1057 SF Unit C1 587 1004 SF Unit C2 586 1514 SF Unit E2 585 786 SF Unit B2 589 1842 SF Club Room 244 M 406 Stair 401 Stair 392 T 405 735 SF Fitness 596 706 SF Yoga 613 350 SF W Locker 615 289 SF M Locker 614145 SF Sauna 618 NO PA R K I N G 12 13 6 14 D&U EASEMENTLINE EXISTING D&U EASEMENT LINE 25' BLDG. S T B K 25' PKG. S T B K 25' BLDG. STBK 9.0 TYP. 7.0 26.0 26.0 R12. 0 R15.0 R25.0 R2 1 . 0 R15.0 R1 5 . 0 50.3 41 . 6 31 . 4 18 . 0 18 . 6 18 . 0 26 . 0 18 . 0 7. 7 12 . 7 9. 0 9. 0 9. 0 11.0 9.0 TYP.26.0 9.0 TYP. 14.6 26.0 18.0 7.7 20.9 26 . 0 4. 9 5. 7 10.2 5.0 5.010.7 26.0 7.0 R3.0 R3. 0 R 5 . 0 R3. 0 R 1 2 . 0 5.0 CONSTRUCTION LIMITS 5.0 5.7 9.0 TYP. 10.5 5. 0 10 . 0 6.8 R8. 0 6' CURB TAPER (TYP.) B612 C&G, TYP. PVMT. STRIPINGTYP. CONC. WALK, TYP ACCESSIBLE PARKING SPACE, INCL. SIGNAGE, STRIPING AND RAMPS, TYP. 32 SF MONUMENT SIGN. COORD.W/ARCH'L. RIBBON CURB ST 20 ' W I D E B I T . F I R E L A N E LO T L I N E B612 C&G,TYP. CONC.WALK,TYP ACCESSIBLE RAMP (TYP.) 3' CURB TAPER (TYP.) STREET LIGHT (TYP.) STREET LIGHT (TYP.) HC NP NP NP NP NP B612 CURB AND GUTTER 10' CURB TAPER HD BIT.PVMT., TYP LD BIT. PVMT., TYP HC MATCH EXISITING MATCH EXISITING CONC. WALK, TYP POOL AREA 3' CURB TAPER 10' CURB TAPER 3' CURBTAPER CONC. CURB. SEE GRADING PLANFOR HEIGHT ARTIFICIAL TURF SITE WORK "ON GRADE" SITE WORK "ON ROOF DECK" B612 C&G, TYP. COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PRE L I M I N A R Y : NOT F O R CON S T R U C T I O N 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 06/06/2025 CITY SUBMITTAL PROJECT MANAGER DAVID KNAEBLE CONTACT NUMBER 612-615-0060 X 703 DRAWN BY KB, DK REVIEWED BY DK PROJECT NUMBER 25133 AM I R A O F C O R C O R A N 73 3 0 B R O C K T O N L A N E , C O R C O R A N , M N 5 5 3 4 0 UN I T E D P R O P E R T I E S 25 0 N I C O L L E T M A L L , S U I T E 5 0 0 , M I N N E A P O L I S , M N 5 5 4 0 1 48776 David J. Knaeble LICENSE NO.DATE 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. 06/06/2025 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R REVISION SUMMARY DATE DESCRIPTION 0 1" = 20'-0" 20'-0"10'-0" N Know what's below. before you dig.Call R C2.2 SITE PLAN - SOUTH SEE SHEET C2.0 FOR GENERAL SITE NOTES 49 We t L a n d P e r P l a t Corner Falls in Water. No Monument Found or Set. [2 0 ] . D r a i n a g e & U t i l i t y E a s e m e n t p e r P l a t [1 6 ] . U t i l i t y E a s e m e n t Pe r D o c . N o . A 1 0 0 2 7 4 8 2 [2 0 ] . D r a i n a g e & U t i l i t y Ea s e m e n t P e r P l a t [15]. Utility Easement Per Doc. No. 11168727 [20 ] . D r a i n a g e & U t i l i t y Eas e m e n t p e r P l a t PID: 2511923140004 Address: 19110 73rd Ave Owner: Metropolitan Council PID: 2511923140049 Address: 52 Address Unassigned Owner: City Of Corcoran PID: 2511923140052 Address: 52 Address Unassigned Owner: J B Limited Llc N0 9 ° 1 4 ' 3 8 " E 1 0 3 . 8 5 N 0 2 ° 4 8 ' 3 3 " W 2 7 4 . 2 5 N88°50'44"E 287.96 N0 1 ° 0 9 ' 1 6 " W 1 3 1 . 1 6 S5 5 ° 3 7 ' 1 1 " E 2 0 7 . 1 7 S0 1 ° 0 9 ' 1 6 " E 4 2 9 . 7 2 S88°50'44"W 93.42 S33 ° 5 7 ' 2 7 " W 6 7 . 0 0 103. 6 6Δ=2 1 ° 1 2 ' 4 4 " R=2 8 0 . 0 0 N77°15'1 7 " W 1 9 0 . 7 5 50.98 Δ=8°51'03" R=330.00 6.26 N86°06'20"W PID: 3011922230063 Address: 18710 73rd Ave N, Maple Grove, MN 55311 Owner: City Of Maple Grove BROCKT O N L A N E (A Public R / W ) [2 3 ] . W e t l a n d B u f f e r E a s e m e n t pe r D o c N o . 1 1 1 6 2 5 1 4 [20]. Drainage & Utility Easement per Plat [20]. Dr a i n a g e & U t i l i t y Easeme n t p e r P l a t [2 3 ] . W e t l a n d B u f f e r Ea s e m e n t p e r D o c No . 1 1 1 6 2 5 1 4 18" RCP 15" RCP PID: 2511923140026 Address: 7330 Brockton Lane Owner: J B Limited Llc Bitumino u s P a t h 8" P V C 1 5 " P V C 15" PVC 15" PVC 15" P V C 24" R C P 30" R C P 15 " R C P CO O K L A K E 36" R C P UP NO PA R K I N G CONSTRUCTION LIMITS CONSTRUCTION LIMITS CONSTRUCTION LIMITS COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PRE L I M I N A R Y : NOT F O R CON S T R U C T I O N 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 06/06/2025 CITY SUBMITTAL PROJECT MANAGER DAVID KNAEBLE CONTACT NUMBER 612-615-0060 X 703 DRAWN BY KB, DK REVIEWED BY DK PROJECT NUMBER 25133 AM I R A O F C O R C O R A N 73 3 0 B R O C K T O N L A N E , C O R C O R A N , M N 5 5 3 4 0 UN I T E D P R O P E R T I E S 25 0 N I C O L L E T M A L L , S U I T E 5 0 0 , M I N N E A P O L I S , M N 5 5 4 0 1 48776 David J. Knaeble LICENSE NO.DATE 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. 06/06/2025 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R C3.0 GRADING PLAN - OVERALL GENERAL GRADING NOTES: 1.0' CONTOUR ELEVATION INTERVAL GRADING PLAN LEGEND (SHEETS C3.0-C3.2): SPOT GRADE ELEVATION GUTTER SPOT GRADE ELEVATION TOP OF CURB SPOT GRADE ELEVATION BOTTOM OF STAIRS/TOP OF STAIRS CITY OF CORCORAN GRADING NOTES: 1. RESERVED FOR CITY SPECIFIC GRADING NOTES. EX. 1' CONTOUR ELEVATION INTERVAL SPOT GRADE ELEVATION (GUTTER/FLOW LINE UNLESS OTHERWISE NOTED) CURB AND GUTTER (T.O = TIP OUT) EMERGENCY OVERFLOW 41.26 1125 891.00 G 891.00 TC 891.00 BS/TS 1137 EOF=1135.52 TO SPOT GRADE ELEVATION MATCH EXISTING891.00 ME GB GRADE BREAK - HIGH POINTS 1. CONTRACTOR SHALL VERIFY ALL BUILDING ELEVATIONS, (FFE, LFE, GFE), PRIOR TO CONSTRUCTION BY CROSS CHECKING WITH ARCHITECTURAL, STRUCTURAL AND CIVIL ELEVATIONS FOR EQUIVALENT "100" ELEVATIONS. THIS MUST BE DONE PRIOR TO EXCAVATION AND INSTALLATION OF ANY FOOTING MATERIALS. VERIFICATION OF THIS COORDINATION SHALL BE CONFIRMED IN WRITING BY CIVIL, SURVEYOR, ARCHITECTURAL, STRUCTURAL AND CONTRACTOR PRIOR TO CONSTRUCTION. 2. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 3. SEE SITE PLAN FOR HORIZONTAL LAYOUT & GENERAL GRADING NOTES. 4. THE CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION (INCLUDING BUT NOT LIMITED TO SITE PREPARATION, SOIL CORRECTION, EXCAVATION, EMBANKMENT, ETC.) IN ACCORDANCE WITH THE REQUIREMENTS OF THE OWNER'S SOILS ENGINEER. ALL SOIL TESTING SHALL BE COMPLETED BY THE OWNER'S SOILS ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL TESTS AND INSPECTIONS WITH THE SOILS ENGINEER. 5. ANY ELEMENTS OF AN EARTH RETENTION SYSTEM AND RELATED EXCAVATIONS THAT FALL WITHIN THE PUBLIC RIGHT OF WAY WILL REQUIRE A “RIGHT OF WAY EXCAVATION PERMIT”. CONTRACTOR IS RESPONSIBLE FOR AQUIRING THIS PERMIT PRIOR TO CONSTRUCTION IF APPLICABLE 6. GRADING AND EXCAVATION ACTIVITIES SHALL BE PERFORMED IN ACCORDANCE WITH THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS & PERMIT REQUIREMENTS OF THE CITY. 7. PROPOSED SPOT GRADES ARE FLOW-LINE FINISHED GRADE ELEVATIONS, UNLESS OTHERWISE NOTED. 8. GRADES OF WALKS SHALL BE INSTALLED WITH 5% MAX. LONGITUDINAL SLOPE AND 1% MIN. AND 2% MAX. CROSS SLOPE, UNLESS OTHERWISE NOTED. 9. PROPOSED SLOPES SHALL NOT EXCEED 3:1 UNLESS INDICATED OTHERWISE ON THE DRAWINGS. MAXIMUM SLOPES IN MAINTAINED AREAS IS 4:1. 10. PROPOSED RETAINING WALLS, FREESTANDING WALLS, OR COMBINATION OF WALL TYPES GREATER THAN 4' IN HEIGHT SHALL BE DESIGNED AND ENGINEERED BY A REGISTERED RETAINING WALL ENGINEER. DESIGN DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF GRADE STAKES THROUGHOUT THE DURATION OF CONSTRUCTION TO ESTABLISH PROPER GRADES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR A FINAL FIELD CHECK OF FINISHED GRADES ACCEPTABLE TO THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO TOPSOIL AND SODDING ACTIVITIES. 12. IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, THE CONTRACTOR SHALL TRANSPORT ALL EXCESS SOIL MATERIAL OFF THE SITE TO AN AREA SELECTED BY THE CONTRACTOR, OR IMPORT SUITABLE MATERIAL TO THE SITE. 13. EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE IN AREAS DESIGNATED ON THE SITE. THE CONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FOR RESPREADING ON THE SITE AS SPECIFIED. EXCESS TOPSOIL SHALL BE PLACED IN EMBANKMENT AREAS, OUTSIDE OF BUILDING PADS, ROADWAYS AND PARKING AREAS. THE CONTRACTOR SHALL SUBCUT CUT AREAS, WHERE TURF IS TO BE ESTABLISHED, TO A DEPTH OF 6 INCHES. RESPREAD TOPSOIL IN AREAS WHERE TURF IS TO BE ESTABLISHED TO A MINIMUM DEPTH OF 6 INCHES. 14. FINISHED GRADING SHALL BE COMPLETED. THE CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING, INCLUDING ADJACENT TRANSITION AREAS. PROVIDE A SMOOTH FINISHED SURFACE WITHIN SPECIFIED TOLERANCES, WITH UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN, OR BETWEEN SUCH POINTS AND EXISTING GRADES. AREAS THAT HAVE BEEN FINISH GRADED SHALL BE PROTECTED FROM SUBSEQUENT CONSTRUCTION OPERATIONS, TRAFFIC AND EROSION. REPAIR ALL AREAS THAT HAVE BECOME RUTTED BY TRAFFIC OR ERODED BY WATER OR HAS SETTLED BELOW THE CORRECT GRADE. ALL AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO EQUAL OR BETTER THAN ORIGINAL CONDITION OR TO THE REQUIREMENTS OF THE NEW WORK. 15. PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL WILL BE REQUIRED ON THE STREET AND/OR PARKING AREA SUBGRADE. THE CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BE AT THE DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE SOILS ENGINEER. THE SOILS ENGINEER SHALL DETERMINE WHICH SECTIONS OF THE STREET OR PARKING AREA ARE UNSTABLE. CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER. NO TEST ROLL SHALL OCCUR WITHIN 10' OF ANY UNDERGROUND STORM RETENTION/DETENTION SYSTEMS. 16. AN OSHA-APPROVED QUALIFIED PERSON SHOULD REVIEW THE SOIL CLASSIFICATION PRESENTED IN THE GEOTECHNICAL REPORT IN THE FIELD. EXCAVATIONS MUST COMPLY WITH CURRENT OSHA REQUIREMENTS IN THE CODE OF FEDERAL REGULATIONS PERTAINING TO EXCAVATIONS AND TRENCHES. EXCAVATION SAFETY IS THE RESPONSIBILITY OF THE CONTRACTOR. 17. TOLERANCES 17.1. THE BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.30 FOOT ABOVE, OR 0.30 FOOT BELOW, THE PRESCRIBED ELEVATION AT ANY POINT WHERE MEASUREMENT IS MADE. 17.2. THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.05 FOOT ABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION OF ANY POINT WHERE MEASUREMENT IS MADE. 17.3. AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE OR BELOW THE REQUIRED ELEVATION, UNLESS DIRECTED OTHERWISE BY THE ENGINEER. 17.4. TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED THICKNESS. 17.5. FINISH GRADING FOR HARDSCAPE AREAS IE. PARKING LOTS, CURBS, SIDEWALKS SHALL BE WITHIN 0.05 FEET. ADA AREAS MUST COMPLY WITH REQUIREMENTS ON PLANS AND ADA REGULATIONS. TOLERANCE WITHIN ADA AREAS IS 0.00 FEET DISCUSS ANY DEVIATIONS WITH ENGINEER PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ANY CURB, SIDEWALK AND/OR PAVEMENT REPLACEMENT THAT DOES NOT MEET TOLERANCE/ADA REQUIREMENTS. 18. MAINTENANCE 18.1. THE CONTRACTOR SHALL PROTECT NEWLY GRADED AREAS FROM TRAFFIC AND EROSION, AND KEEP AREA FREE OF TRASH AND DEBRIS. 18.2. CONTRACTOR SHALL REPAIR AND REESTABLISH GRADES IN SETTLED, ERODED AND RUTTED AREAS TO SPECIFIED TOLERANCES. DURING THE CONSTRUCTION, IF REQUIRED, AND DURING THE WARRANTY PERIOD, ERODED AREAS WHERE TURF IS TO BE ESTABLISHED SHALL BE RESEEDED AND MULCHED. 18.3. WHERE COMPLETED COMPACTED AREAS ARE DISTURBED BY SUBSEQUENT CONSTRUCTION OPERATIONS OR ADVERSE WEATHER, CONTRACTOR SHALL SCARIFY, SURFACE, RESHAPE, AND COMPACT TO REQUIRED DENSITY PRIOR TO FURTHER CONSTRUCTION. SEE SWPPP ON SHEETS SW1.0 - SW1.5 EROSION CONTROL NOTES: CONSTRUCTION LIMITS REVISION SUMMARY DATE DESCRIPTION 0 1" = 40'-0" 40'-0"20'-0" N Know what's below. before you dig.Call R 50 We t L a n d P e r P l a t Corner Falls in Water. No Monument Found or Set. [ 2 0 ] . D r a i n a g e & U t i l i t y E a s e m e n t p e r P l a t [1 6 ] . U t i l i t y E a s e m e n t Pe r D o c . N o . A 1 0 0 2 7 4 8 2 [2 0 ] . D r a i n a g e & U t i l i t y Ea s e m e n t P e r P l a t [20 ] . D r a i n a g e & U t i l i t y Ea s e m e n t p e r P l a t PID: 2511923140004 Address: 19110 73rd Ave Owner: Metropolitan Council Address: 52 Address Unassigned N 0 2 ° 4 8 ' 3 3 " W 2 7 4 . 2 5 N88°50'44"E 287.96 N0 1 ° 0 9 ' 1 6 " W 1 3 1 . 1 6 S5 5 ° 3 7 ' 1 1 " E 2 0 7 . 1 7 S0 1 ° 0 9 ' 1 6 " E 4 2 9 . 7 2 PID: 3011922230063 Address: 18710 73rd Ave N, Maple Grove, MN 55311 Owner: City Of Maple Grove [2 3 ] . W e t l a n d B u f f e r E a s e m e n t pe r D o c N o . 1 1 1 6 2 5 1 4 [20]. Drainage & Utility Easement per Plat [2 3 ] . W e t l a n d B u f f e r Ea s e m e n t p e r D o c No . 1 1 1 6 2 5 1 4 18" RCP PID: 2511923140026 Address: 7330 Brockton Lane Owner: J B Limited Llc 8" P V C 1 5 " P V C CO O K L A K E 36" R C P UP NO PA R K I N G CONSTRUCTION LIMITS CONSTRUCTION LIMITS COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PRE L I M I N A R Y : NOT F O R CON S T R U C T I O N 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 06/06/2025 CITY SUBMITTAL PROJECT MANAGER DAVID KNAEBLE CONTACT NUMBER 612-615-0060 X 703 DRAWN BY KB, DK REVIEWED BY DK PROJECT NUMBER 25133 AM I R A O F C O R C O R A N 73 3 0 B R O C K T O N L A N E , C O R C O R A N , M N 5 5 3 4 0 UN I T E D P R O P E R T I E S 25 0 N I C O L L E T M A L L , S U I T E 5 0 0 , M I N N E A P O L I S , M N 5 5 4 0 1 48776 David J. Knaeble LICENSE NO.DATE 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. 06/06/2025 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R C3.1 GRADING PLAN - NORTH SEE SHEET C3.0 FOR GENERAL GRADING NOTES REVISION SUMMARY DATE DESCRIPTION 0 1" = 20'-0" 20'-0"10'-0" N Know what's below. before you dig.Call R 51 [ 2 0 ] . D r a i n a g e & U t i l i t y E a s e m e n t p e r P l a t [1 6 ] . U t i l i t y E a s e m e n t Pe r D o c . N o . A 1 0 0 2 7 4 8 2 [15]. Utility Easement Per Doc. No. 11168727 Address: 52 Address Unassigned N0 9 ° 1 4 ' 3 8 " E 1 0 3 . 8 5 S0 1 ° 0 9 ' 1 6 " E 4 2 9 . 7 2 S88°50'44"W 93.42 S33 ° 5 7 ' 2 7 " W 6 7 . 0 0 103. 6 6Δ=2 1 ° 1 2 ' 4 4 " R=2 8 0 . 0 0 N77°15'1 7 " W 1 9 0 . 7 5 50.98 Δ=8°51'03" R=330.00 6.26 N86°06'20"W PID: 3011922230063 Address: 18710 73rd Ave N, Maple Grove, MN 55311 Owner: City Of Maple Grove BROCKT O N L A N E (A Public R / W ) [20]. Dr a i n a g e & U t i l i t y Easeme n t p e r P l a t 15" RCP PID: 2511923140026 Address: 7330 Brockton Lane Owner: J B Limited Llc Bitumino u s P a t h 15" PVC 15" PVC 15" P V C 24" R C P 30" R C P 15 " R C P NO PA R K I N G CONSTRUCTION LIMITS COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PRE L I M I N A R Y : NOT F O R CON S T R U C T I O N 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 06/06/2025 CITY SUBMITTAL PROJECT MANAGER DAVID KNAEBLE CONTACT NUMBER 612-615-0060 X 703 DRAWN BY KB, DK REVIEWED BY DK PROJECT NUMBER 25133 AM I R A O F C O R C O R A N 73 3 0 B R O C K T O N L A N E , C O R C O R A N , M N 5 5 3 4 0 UN I T E D P R O P E R T I E S 25 0 N I C O L L E T M A L L , S U I T E 5 0 0 , M I N N E A P O L I S , M N 5 5 4 0 1 48776 David J. Knaeble LICENSE NO.DATE 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. 06/06/2025 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R C3.2 GRADING PLAN - SOUTH REVISION SUMMARY DATE DESCRIPTION 0 1" = 20'-0" 20'-0"10'-0" N Know what's below. before you dig.Call R SEE SHEET C3.0 FOR GENERAL GRADING NOTES 52 We t L a n d P e r P l a t Corner Falls in Water. No Monument Found or Set. [2 0 ] . D r a i n a g e & U t i l i t y Ea s e m e n t p e r P l a t [1 6 ] . U t i l i t y E a s e m e n t Pe r D o c . N o . A 1 0 0 2 7 4 8 2 [2 0 ] . D r a i n a g e & U t i l i t y Ea s e m e n t P e r P l a t [15]. Utility Easement Per Doc. No. 11168727 [20 ] . D r a i n a g e & U t i l i t y Eas e m e n t p e r P l a t PID: 2511923140004 Address: 19110 73rd Ave Owner: Metropolitan Council PID: 2511923140049 Address: 52 Address Unassigned Owner: City Of Corcoran PID: 2511923140052 Address: 52 Address Unassigned Owner: J B Limited Llc N0 9 ° 1 4 ' 3 8 " E 1 0 3 . 8 5 N 0 2 ° 4 8 ' 3 3 " W 2 7 4 . 2 5 N88°50'44"E 287.96 N0 1 ° 0 9 ' 1 6 " W 1 3 1 . 1 6 S5 5 ° 3 7 ' 1 1 " E 2 0 7 . 1 7 S0 1 ° 0 9 ' 1 6 " E 4 2 9 . 7 2 S88°50'44"W 93.42 S33 ° 5 7 ' 2 7 " W 6 7 . 0 0 103. 6 6Δ=2 1 ° 1 2 ' 4 4 " R=2 8 0 . 0 0 N77°15'1 7 " W 1 9 0 . 7 5 50.98 Δ=8°51'03" R=330.00 6.26 N86°06'20"W PID: 3011922230063 Address: 18710 73rd Ave N, Maple Grove, MN 55311 Owner: City Of Maple Grove BROCKTO N L A N E (A Public R / W ) [2 3 ] . W e t l a n d B u f f e r E a s e m e n t pe r D o c N o . 1 1 1 6 2 5 1 4 [20]. Drainage & Utility Easement per Plat [20]. Dra i n a g e & U t i l i t y Easemen t p e r P l a t [2 3 ] . W e t l a n d B u f f e r Ea s e m e n t p e r D o c No . 1 1 1 6 2 5 1 4 18" RCP 15" RCP PID: 2511923140026 Address: 7330 Brockton Lane Owner: J B Limited Llc Bitumino u s P a t h 8" P V C 1 5 " P V C 15" PVC 15" PVC 15" P V C 24" R C P 30" R C P 15 " R C P CO O K L A K E 36" R C P FIRE HYDRANT 300' RADIUS UP NO PA R K I N G CONSTRUCTION LIMITS CONSTRUCTION LIMITS CONSTRUCTION LIMITS COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PRE L I M I N A R Y : NOT F O R CON S T R U C T I O N 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 06/06/2025 CITY SUBMITTAL PROJECT MANAGER DAVID KNAEBLE CONTACT NUMBER 612-615-0060 X 703 DRAWN BY KB, DK REVIEWED BY DK PROJECT NUMBER 25133 AM I R A O F C O R C O R A N 73 3 0 B R O C K T O N L A N E , C O R C O R A N , M N 5 5 3 4 0 UN I T E D P R O P E R T I E S 25 0 N I C O L L E T M A L L , S U I T E 5 0 0 , M I N N E A P O L I S , M N 5 5 4 0 1 48776 David J. Knaeble LICENSE NO.DATE 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. 06/06/2025 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R GENERAL UTILITY NOTES: UTILITY PLAN LEGEND (SHEETS C4.0-C4.2): CITY OF CORCORAN UTILITY NOTES: 1. RESERVED FOR CITY SPECIFIC UTILITY NOTES. CATCH BASIN GATE VALVE AND VALVE BOX SANITARY SEWER STORM SEWER WATER MAIN PROPOSED FIRE HYDRANT MANHOLE FES AND RIP RAP CONSTRUCTION LIMITS DRAINTILE TRENCH DRAIN REVISION SUMMARY DATE DESCRIPTION C4.0 UTILITY PLAN - OVERALL 0 1" = 40'-0" 40'-0"20'-0" N Know what's below. before you dig.Call R 1. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 2. SEE SITE PLAN FOR HORIZONTAL DIMENSIONS AND LAYOUT. 3. CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF DISCREPANCIES OR VARIATIONS FROM THE PLANS. 4. CASTINGS SHALL BE SALVAGED FROM STRUCTURE REMOVALS AND RE-USED OR PLACED AT THE DIRECTION OF THE OWNER. 5. PIPE LENGTHS SHOWN ARE FROM CENTER TO CENTER OF STRUCTURE OR TO END OF FLARED END SECTION. 6. UTILITIES CONNECTIONS ON THE PLAN ARE SHOWN TO WITHIN 5' OF THE BUILDING FOOTPRINT. THE CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR THE FINAL CONNECTION TO BUILDING LINES. COORDINATE WITH ARCHITECTURAL AND MECHANICAL PLANS. 7. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.15 FEET PER DETAILS. RIM ELEVATIONS SHOWN ON THIS PLAN DO NOT REFLECT SUMPED ELEVATIONS. 8. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB UNLESS OTHERWISE NOTED. 9. HYDRANT TYPE, VALVE, AND CONNECTION SHALL BE IN ACCORDANCE WITH CITY REQUIREMENTS. HYDRANT EXTENSIONS ARE INCIDENTAL. 10. A MINIMUM OF 8 FEET OF COVER IS REQUIRED OVER ALL WATERMAIN, UNLESS OTHERWISE NOTED. EXTRA DEPTH MAY BE REQUIRED TO MAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION TO SANITARY OR STORM SEWER LINES. EXTRA DEPTH WATERMAIN IS INCIDENTAL. 11. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FOR ALL UTILITIES, UNLESS OTHERWISE NOTED. 12. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE IN ACCORDANCE WITH CITY STANDARDS AND COORDINATED WITH THE CITY PRIOR TO CONSTRUCTION. 13. CONNECTIONS TO EXISTING STRUCTURES SHALL BE CORE-DRILLED. 14. COORDINATE LOCATIONS AND SIZES OF SERVICE CONNECTIONS WITH THE MECHANICAL DRAWINGS. 15. COORDINATE INSTALLATION AND SCHEDULING OF THE INSTALLATION OF UTILITIES WITH ADJACENT CONTRACTORS AND CITY STAFF. 16. ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CITY. ALL PAVEMENT CONNECTIONS SHALL BE SAWCUT. ALL TRAFFIC CONTROLS SHALL BE PROVIDED BY THE CONTRACTOR AND SHALL BE ESTABLISHED PER THE REQUIREMENTS OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THIS SHALL INCLUDE BUT NOT BE LIMITED TO SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURES SHALL BE PERMITTED WITHOUT APPROVAL BY THE CITY. 17. ALL STRUCTURES, PUBLIC AND PRIVATE, SHALL BE ADJUSTED TO PROPOSED GRADES WHERE REQUIRED. THE REQUIREMENTS OF ALL OWNERS MUST BE COMPLIED WITH. STRUCTURES BEING RESET TO PAVED AREAS MUST MEET OWNERS REQUIREMENTS FOR TRAFFIC LOADING. 18. CONTRACTOR SHALL COORDINATE ALL WORK WITH PRIVATE UTILITY COMPANIES. 19. CONTRACTOR SHALL COORDINATE CONNECTION OF IRRIGATION SERVICE TO UTILITIES. COORDINATE THE INSTALLATION OF IRRIGATION SLEEVES NECESSARY AS TO NOT IMPACT INSTALLATION OF UTILITIES. 20. CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS THROUGHOUT CONSTRUCTION AND SUBMIT THESE PLANS TO ENGINEER UPON COMPLETION OF WORK. 21. FOR ALL SITES LOCATED IN CLAY SOIL AREAS, DRAIN TILE MUST BE INSTALLED AT ALL LOW POINT CATCH BASINS 25' IN EACH DIRECTION. SEE PLAN AND DETAIL. INSTALL LOW POINT DRAIN TILE PER PLANS AND GEOTECHNICAL REPORT RECOMMENDATIONS AND REQUIREMENTS. 22. AN OSHA-APPROVED QUALIFIED PERSON SHOULD REVIEW THE SOIL CLASSIFICATION PRESENTED IN THE GEOTECHNICAL REPORT IN THE FIELD. EXCAVATIONS MUST COMPLY WITH CURRENT OSHA REQUIREMENTS IN THE CODE OF FEDERAL REGULATIONS PERTAINING TO EXCAVATIONS AND TRENCHES. EXCAVATION SAFETY IS THE RESPONSIBILITY OF THE CONTRACTOR. 53 We t L a n d P e r P l a t Corner Falls in Water. No Monument Found or Set. [2 0 ] . D r a i n a g e & U t i l i t y E a s e m e n t p e r P l a t [1 6 ] . U t i l i t y E a s e m e n t Pe r D o c . N o . A 1 0 0 2 7 4 8 2 [2 0 ] . D r a i n a g e & U t i l i t y Ea s e m e n t P e r P l a t [20 ] . D r a i n a g e & U t i l i t y Eas e m e n t p e r P l a t PID: 2511923140004 Address: 19110 73rd Ave Owner: Metropolitan Council Address: 52 Address Unassigned N 0 2 ° 4 8 ' 3 3 " W 2 7 4 . 2 5 N88°50'44"E 287.96 N0 1 ° 0 9 ' 1 6 " W 1 3 1 . 1 6 S5 5 ° 3 7 ' 1 1 " E 2 0 7 . 1 7 S0 1 ° 0 9 ' 1 6 " E 4 2 9 . 7 2 PID: 3011922230063 Address: 18710 73rd Ave N, Maple Grove, MN 55311 Owner: City Of Maple Grove [2 3 ] . W e t l a n d B u f f e r E a s e m e n t pe r D o c N o . 1 1 1 6 2 5 1 4 [20]. Drainage & Utility Easement per Plat [2 3 ] . W e t l a n d B u f f e r Ea s e m e n t p e r D o c No . 1 1 1 6 2 5 1 4 18" RCP PID: 2511923140026 Address: 7330 Brockton Lane Owner: J B Limited Llc 8" P V C 1 5 " P V C CO O K L A K E 36" R C P CONNECT TO EX. 8" STUB IE=955.37 (FIELD VERIFY PRIOR TO CONSTRUCTION) STUB SANITARY TO 5' FROM BUILDING IE @ STUB=956.75 COORD. W/ MECH'L 23 LF 8" PVC SDR 26 SANITARY SERVICE @ 6.00% HYD & GV, TYP. HYD & GV, TYP. FIRE DEPT. CONNECTION, COORD. W/ MECH'L 49 LF 24" RCP STORM @ 0.93% (PRIVATE) 111 LF 24" SCH40 STORM @ 1.00% (PRIVATE) 72 LF 15" SCH40 STORM @ 3.52% (PRIVATE) 25 LF 15" SCH40 STORM @ 2.00% (PRIVATE) 57 LF 24" RCP STORM @ 6.84% (PRIVATE) 117 LF 15" SCH40 STORM @ 2.97% (PRIVATE) 26 LF 24" SCH40 STORM @ 2.00% (PRIVATE) CB 22B RIM=968.91 IE=964.64 7 LF 24" RCP STORM @ 1.00% (PRIVATE) MECHANICAL ENGINEER SHALL PROVIDE GRINDER PUMP ON SANITARY SEWER SERVICE LINE. CB 24A RIM=974.88 IE=970.40 CBMH 24C RIM=978.84 IE=973.34 CBMH 24B RIM=975.79 IE=970.17 CBMH 24 RIM=974.70 IE=969.90 CBMH 23 RIM=971.86 IE=966.00 CB 22A RIM=968.71 IE=964.71 RECONSTRUCT EX. MH 300 W/ SLOTTED COVER, NEENAH R-2501 OR SIMILAR CITY APPROVED EX RIM=953.00 PROP RIM=954.48 RECONSTRUCT EX. MH 301 W/ SLOTTED COVER, NEENAH R-2501 OR SIMILAR CITY APPROVED EX RIM=953.70 PROP RIM=955.00 FES 201 IE=949.93 INSTALL CLASS III RIP RAP PER CITY DETAIL STO-11 CBMH 200 RIM=953.50 IE=950.00 SUMP=946.00 15 LF 24" RCP STORM @ 0.50% 4" DT PER DETAIL STO-4, TYP. CO, PER DETAIL STO-23, TYP. MAKE CONNECTION TO EXISTING 8" WATER MAIN, COORD. W/ CITY MAKE CONNECTION TO EXISTING RECONSTRUCTED STORM SEWER CATCH BASIN MH, EX RIM=970.43 PROP RIM=971.52 EX 36" RCP IE (SW) =963.52± (FIELD VERIFY PRIOR TO CONST) PROP IE (NE)=963.53 PROP IE (E)=965.48 COORD. W/ CITY 80 LF 12" SCH40 PVC 12" BLDG STORM SERVICE, STUB TO WITHIN 5' FROM BUILDING, COORD. W/ MECH'L STUB IE=974.00 53 LF 12" SCH40 PVC STORM @ 7.23% 80 LF 12" SCH40 PVC STORM @ 2.08%12" BLDG STORM SERVICE, STUB TO WITHIN 5' FROM BUILDING, COORD. W/ MECH'L STUB IE=975.00 GV AND VALVE BOX GV AND VALVE BOX 8" C900 PVC WATER MAIN 8" C900 PVC WATER MAIN 8" FIRE WATER SERVICE AND VALVE, STUB TO WITHIN 5' FROM BUILDING. 6" DOMESTIC WATER SERVICE AND VALVE, STUB TO WITHIN 5' FROM BUILDING. 8"X6" TEE RECONSTRUCT EX. SAN MH EX RIM=970.39 PROP RIM=971.03 UP NO PA R K I N G CONSTRUCTION LIMITS CONSTRUCTION LIMITS COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PRE L I M I N A R Y : NOT F O R CON S T R U C T I O N 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 06/06/2025 CITY SUBMITTAL PROJECT MANAGER DAVID KNAEBLE CONTACT NUMBER 612-615-0060 X 703 DRAWN BY KB, DK REVIEWED BY DK PROJECT NUMBER 25133 AM I R A O F C O R C O R A N 73 3 0 B R O C K T O N L A N E , C O R C O R A N , M N 5 5 3 4 0 UN I T E D P R O P E R T I E S 25 0 N I C O L L E T M A L L , S U I T E 5 0 0 , M I N N E A P O L I S , M N 5 5 4 0 1 48776 David J. Knaeble LICENSE NO.DATE 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. 06/06/2025 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R SEE SHEET C4.0 FOR GENERAL UTILITY NOTES REVISION SUMMARY DATE DESCRIPTION C4.1 UTILITY PLAN - NORTH 0 1" = 20'-0" 20'-0"10'-0" N Know what's below. before you dig.Call R 54 [ 2 0 ] . D r a i n a g e & U t i l i t y E a s e m e n t p e r P l a t [1 6 ] . U t i l i t y E a s e m e n t Pe r D o c . N o . A 1 0 0 2 7 4 8 2 [15]. Utility Easement Per Doc. No. 11168727 Address: 52 Address Unassigned N0 9 ° 1 4 ' 3 8 " E 1 0 3 . 8 5 S0 1 ° 0 9 ' 1 6 " E 4 2 9 . 7 2 S88°50'44"W 93.42 S33 ° 5 7 ' 2 7 " W 6 7 . 0 0 103. 6 6Δ=2 1 ° 1 2 ' 4 4 " R=2 8 0 . 0 0 N77°15'1 7 " W 1 9 0 . 7 5 50.98 Δ=8°51'03" R=330.00 6.26 N86°06'20"W PID: 3011922230063 Address: 18710 73rd Ave N, Maple Grove, MN 55311 Owner: City Of Maple Grove BROCKTO N L A N E (A Public R / W ) [20]. Dr a i n a g e & U t i l i t y Easeme n t p e r P l a t 15" RCP PID: 2511923140026 Address: 7330 Brockton Lane Owner: J B Limited Llc Bitumino u s P a t h 15" PVC 15" PVC 15" P V C 24" R C P 30" R C P 15 " R C P 25 LF 15" SCH40 STORM @ 2.00% (PRIVATE) 96 LF 12" SCH40 PVC STORM @ 0.50% (PRIVATE) 78 LF 12" SCH40 PVC STORM @ 0.50% (PRIVATE) 80 LF 15" RCP STORM @ 0.50% (PRIVATE) 72 LF 15" SCH40 STORM @ 3.52% (PRIVATE) 117 LF 15" SCH40 STORM @ 2.97% (PRIVATE) 134 LF 12" SCH40 PVC STORM @ 0.50% (PRIVATE) CBMH 29 RIM=979.32 IE=975.32 CBMH 28 RIM=979.99 IE=974.65 CBMH 27 RIM=984.71 IE=974.17 CBMH 26 RIM=983.10 IE (E)=977.80 IE (NW/SE)=973.78 CBMH 25 RIM=980.10 IE (W)=975.00 IE(N/SE)=973.38 CB 25A RIM=979.95 IE=975.50 CBMH 24C RIM=978.84 IE=973.34 CO, PER DETAIL STO-23, TYP. MAKE CONNECTION TO EXISTING 8" WATER MAIN, COORD. W/ CITY RECONSTRUCT EX. SAN MH EX RIM=975.91 PROP RIM=975.00 TRENCH DRAIN 26A RIM=982.60 BOT=980.60 IE=978.10 ACO KS100 W/ADA STAINLESS GRATE, OR EQUAL 15 LF 6" PVC SCH. 40 STORM @ 2.00% 12" BLDG STORM SERVICE, STUB TO WITHIN 5' FROM BUILDING, COORD. W/ MECH'L STUB IE=978.00 80 LF 12" SCH40 PVC STORM @ 5.83% 80 LF 12" SCH40 PVC STORM @ 2.08%12" BLDG STORM SERVICE, STUB TO WITHIN 5' FROM BUILDING, COORD. W/ MECH'L STUB IE=975.00 GV AND VALVE BOX GV AND VALVE BOX 8" C900 PVC WATER MAIN 8" C900 PVC WATER MAIN 6" DOMESTIC WATER SERVICE AND VALVE, STUB TO WITHIN 5' FROM BUILDING. NO PA R K I N G CONSTRUCTION LIMITS COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PRE L I M I N A R Y : NOT F O R CON S T R U C T I O N 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 06/06/2025 CITY SUBMITTAL PROJECT MANAGER DAVID KNAEBLE CONTACT NUMBER 612-615-0060 X 703 DRAWN BY KB, DK REVIEWED BY DK PROJECT NUMBER 25133 AM I R A O F C O R C O R A N 73 3 0 B R O C K T O N L A N E , C O R C O R A N , M N 5 5 3 4 0 UN I T E D P R O P E R T I E S 25 0 N I C O L L E T M A L L , S U I T E 5 0 0 , M I N N E A P O L I S , M N 5 5 4 0 1 48776 David J. Knaeble LICENSE NO.DATE 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. 06/06/2025 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R REVISION SUMMARY DATE DESCRIPTION C4.2 UTILITY PLAN - SOUTH 0 1" = 20'-0" 20'-0"10'-0" N Know what's below. before you dig.Call R SEE SHEET C4.0 FOR GENERAL UTILITY NOTES 55 COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PRE L I M I N A R Y : NOT F O R CON S T R U C T I O N 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 06/06/2025 CITY SUBMITTAL PROJECT MANAGER DAVID KNAEBLE CONTACT NUMBER 612-615-0060 X 703 DRAWN BY KB, DK REVIEWED BY DK PROJECT NUMBER 25133 AM I R A O F C O R C O R A N 73 3 0 B R O C K T O N L A N E , C O R C O R A N , M N 5 5 3 4 0 UN I T E D P R O P E R T I E S 25 0 N I C O L L E T M A L L , S U I T E 5 0 0 , M I N N E A P O L I S , M N 5 5 4 0 1 48776 David J. Knaeble LICENSE NO.DATE 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. 06/06/2025 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R C5.0 CIVIL DETAILS REVISION SUMMARY DATE DESCRIPTION 6" 3' - 6 " 3' - 6 " 60 " - 6 6 " FR O M P A V E M E N T T O BO T T O M O F S I G N ACCESSIBLE SIGN & CHANNEL POST - LOT LOCATION N T S 1'-6" NOTE: 1. SIGN SHALL BE AS SPECIFIED. 2. BOTTOM OF SIGNS TO BE MOUNTED 60"-66" FROM PARKING GRADE, SEE SIGN POST INSTALLATION DETAIL 3. VERIFY POST PAINT C0LOR WITH LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 14" METAL PLATE WELDED TO BOTTOM OF 6” PIPE GROUT INSIDE OF INNER PIPE ANNULAR SPACE TO 1" FROM TOP ADJACENT PVMT. - MATERIAL VARIES, SEE PLAN & DETAILS SLOPE TOP OF FOOTING AWAY FROM BASE, TYP. 1" SILICONE RUBBER OR ASPHALTIC CAULKING COMPOUND 6" OUTSIDE DIA. GALVANIZED STEEL PIPE PAINT 1 COAT ANTI-RUST PRIMER PRIMER 3-3/16", 2 LBS./FT., COMMERCIAL GRADE, GALVANIZED STEEL "CHANNEL" STYLE SIGN POST METAL SIGN(S) ACCORDING TO MN STATE CODE, PROVIDE SHOP DRAWING OF SIGN MODEL GALVANIZED STEEL FASTENER (TYP. OF 2), INCLUDE REINFORCING PLATE AT EACH BOLT LOCATION (3"X3") TRIM POST TO BELOW TOP OF SIGN 6" 14" THICK, COMMERCIAL GRADE THERMOPLASTIC POLYETHYLENE PROTECTIVE SLEEVE, PER IDEAL SHIELD OR SIMILAR. SHOP DRAWINGS REQUIRED. PROVIDE COLOR SELECTION OPTIONS CUT TOP OF POLYETHYLENE SLEEVE TO ACCOMMODATE CHANNEL POST (ON-SITE) COMMERCIAL GRADE CONSPICUITY MARKINGS (TAPE), 3M DIAMOND GRADE SERIES 973, OR SIMILAR COMPACTED AGG., TYP. 6" INSIDE DIA. GALVANIZED STEEL PIPE PAINT WITH ANTI-RUST PRIMER CONC. FOOTING, SONOTUBE® FORM RECOMMENDED NO PARKING TO BE USED IN FRONT OF STRIPED ACCESS AISLE 3 ACCESSIBLE PARKING PAVEMENT MARKING N T S NO PARKING NOTE: 1. ADHERE TO ALL STATE & FEDERAL ADA STANDARDS FOR PARKING, PAINT & SIGNAGE. 2. VERIFY AND LAYOUT ALL PAINTED FORMS & STRIPING PRIOR TO INSTALLATION 3. SEE PLAN FOR ACTUAL PARKING SPACES LAYOUT 4. ALL PAINT COLORS MUST CONFORM TO STATE AND FEDERAL ADA STANDARDS NO PARKING NO PARKING 4" WIDE PAINTED STRIPING, 45° CROSS STRIPE PATTERN AT 2' O.C. AT ACCESS AISLE FACE OF CURB ADJ. SIDEWALK ACCESSIBLE CURB RAMP. SEE GRADING & DETAILS HANDICAP SIGN, CENTERED AT HEAD OF PARKING SPACE AND ACCESS AISLE 2' MIN,. AND 8' MAX. FROM FACE OF CURB HANDICAP PARKING ACCESS AISLE WITH PAINTED 12" HIGH LETTERING OF "NO PARKING" CENTERED TOWARD DRIVE AISLE NO PARKING SIGN CENTERED AT HEAD OF SPACE ON CENTER STRIPE HANDICAP PARKING SPACE WITH PAINTED INTERNATIONAL SYMBOL OF ACCESSIBILITY WITH CONTRASTING SQUARE BACKGROUND, CENTERED TOWARD DRIVE AISLE NOTE: FOR REFERENCE ONLY, USE STANDARD ADA PVMT. PAINT TEMPLATE 6" RADIUS 12" DIAMETER 6" LINE WIDTH FOR FIGURE 6" LINE WIDTH OUTSIDE BORDER 5'-6" SQUARE OVERALL 18" RADIUS "WHEEL" SHAPE PAINTED SYMBOL DIAGRAM 8' MIN. 8' MIN. 8' MIN. PE R C I T Y CO D E 4 BITUMINOUS PAVEMENT - ALL TYPES N T S "A" WEAR COURSE (MNDOT 2360 - SPWEA340B) TACK COAT (MNDOT 2357) "B" BASE COURSE (MNDOT 2360 - SPNWB330B) "C" CLASS 5 AGGREGATE SUBBASE (MNDOT 3138) COMPACTED SUBGRADE (100% OF STANDARD PROCTOR MAX. DRY DENSITY) PAVEMENT DESIGN TYPE WEAR (A) BASE (B) AGG.(C) NOTE: IF NO DESIGN IS DEFINED IN ABOVE CHART, SEE GEOTECH REPORT FOR FINAL PAVEMENT SECTION. IF DESIGN IS DEFINED IN ABOVE CHART, IT SHOULD BE CONSIDERED FOR BIDDING PURPOSES ONLY. REFER TO GEOTECH FOR FINAL PAVEMENT SECTION. 1 LIGHT DUTY 1.5" 2.0" 8.0" HEAVY DUTY 2.0" 2.0" 10.0" FINISHED GRADE NOTES: 1. INSTALLATION SHALL BE CERTIFIED AND IN ACCORDANCE TO AN ON-SITE A.C.I. TECHNICIAN AS SPECIFIED. 2. SEE GEO-TECHNICAL RECOMMENDATIONS FOR GROSS WEIGHT REQUIREMENTS. 3. IF NO DESIGN IS DEFINED IN CHART, SEE GEOTECH REPORT FOR FINAL PAVEMENT SECTION. 4. IF DESIGN IS DEFINED IN CHART, IT SHOULD BE CONSIDERED FOR BIDDING PURPOSES ONLY. REFER TO GEOTECH FOR FINAL PAVEMENT SECTION. CONCRETE PVMT./WALK/PAD- NO FIBER N T S (PRIVATE PROPERTY) SAW CUT JOINT, SEE DETAIL (TYP.) LIGHT BROOM FINISH PERPENDICULAR TO TRAFFIC "A" CONCRETE AS SPECIFIED "B" CLASS 5 AGGREGATE BASE COMPACTED SUBGRADE THIS OCCURS ONLY WHERE MULCH MEETS EDGE OF WALK LEAVE TOP OF MULCH DOWN 1" FROM TOP OF WALK PAVEMENT DESIGN TYPE CONC. (A) AGG.(B) CURING: 1. APPLY CURING COMPOUNDS IMMEDIATELY UPON FINAL FINISHING OF CONC. SURFACE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTION AND THE SPECIFICATIONS BELOW. 2. ALL CONC. SURFACES SHALL HAVE CURING COMPOUNDS ALLIED PER ASTM C-1315. AT 200 S.F. PER GAL. 3. ALL CURING COMPOUNDS SHALL BE TYPE 1 (CLEAR) AND CONTAIN ACRYLIC BASED CLASS B RESTRICTED RESIN SOLIDS. JOINT DEPTH T/4 2 WALKS 5.0"6.0" CONC. PVMT.7.0"6.0" 20" FINISHED GRADE NOTES: 1. INSTALL CONSTRUCTION JOINTS AT 10'-0" O.C. +/- 2. BASE DEPTH DEPENDANT UPON SOIL CONDITIONS 6" 6" RIBBON CURB N T S ADJ. PVMT. SECTION, OR OTHER MATERIALS, SEE PLAN CONTINUOUS SLOPE CONCRETE "CURB" SLOPE ACROSS CURB 3 4" PER 1'-0" ADJ. PVMT. SECTION, LAWN, BIT. PVMT., OR OTHER MATERIALS, SEE PLAN COMPACTED CLASS 5 AGGREGATE BASE, SEE SOIL REPORT FOR DEPTH, 6" MIN. COMPACTED SUB-BASE, NATIVE SOIL OR AS PER SOILS REPORT RECOMMENDATIONS FINISHED GRADE 7" 5 56 COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PRE L I M I N A R Y : NOT F O R CON S T R U C T I O N 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 06/06/2025 CITY SUBMITTAL PROJECT MANAGER DAVID KNAEBLE CONTACT NUMBER 612-615-0060 X 703 DRAWN BY KB, DK REVIEWED BY DK PROJECT NUMBER 25133 AM I R A O F C O R C O R A N 73 3 0 B R O C K T O N L A N E , C O R C O R A N , M N 5 5 3 4 0 UN I T E D P R O P E R T I E S 25 0 N I C O L L E T M A L L , S U I T E 5 0 0 , M I N N E A P O L I S , M N 5 5 4 0 1 48776 David J. Knaeble LICENSE NO.DATE 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. 06/06/2025 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R C5.1 CIVIL DETAILS REVISION SUMMARY DATE DESCRIPTION 57 COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PRE L I M I N A R Y : NOT F O R CON S T R U C T I O N 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 06/06/2025 CITY SUBMITTAL PROJECT MANAGER DAVID KNAEBLE CONTACT NUMBER 612-615-0060 X 703 DRAWN BY KB, DK REVIEWED BY DK PROJECT NUMBER 25133 AM I R A O F C O R C O R A N 73 3 0 B R O C K T O N L A N E , C O R C O R A N , M N 5 5 3 4 0 UN I T E D P R O P E R T I E S 25 0 N I C O L L E T M A L L , S U I T E 5 0 0 , M I N N E A P O L I S , M N 5 5 4 0 1 48776 David J. Knaeble LICENSE NO.DATE 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. 06/06/2025 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R C5.2 CIVIL DETAILS REVISION SUMMARY DATE DESCRIPTION 58 COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PRE L I M I N A R Y : NOT F O R CON S T R U C T I O N 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 06/06/2025 CITY SUBMITTAL PROJECT MANAGER DAVID KNAEBLE CONTACT NUMBER 612-615-0060 X 703 DRAWN BY KB, DK REVIEWED BY DK PROJECT NUMBER 25133 AM I R A O F C O R C O R A N 73 3 0 B R O C K T O N L A N E , C O R C O R A N , M N 5 5 3 4 0 UN I T E D P R O P E R T I E S 25 0 N I C O L L E T M A L L , S U I T E 5 0 0 , M I N N E A P O L I S , M N 5 5 4 0 1 48776 David J. Knaeble LICENSE NO.DATE 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. 06/06/2025 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R C5.3 CIVIL DETAILS REVISION SUMMARY DATE DESCRIPTION 59 We t L a n d P e r P l a t Corner Falls in Water. No Monument Found or Set. PID: 2511923140004 Address: 19110 73rd Ave Owner: Metropolitan Council PID: 2511923140049 Address: 52 Address Unassigned Owner: City Of Corcoran PID: 2511923140052 Address: 52 Address Unassigned Owner: J B Limited Llc PID: 3011922230063 Address: 18710 73rd Ave N, Maple Grove, MN 55311 Owner: City Of Maple Grove BROCKT O N L A N E (A Public R / W ) [2 3 ] . W e t l a n d B u f f e r E a s e m e n t pe r D o c N o . 1 1 1 6 2 5 1 4 [2 3 ] . W e t l a n d B u f f e r Ea s e m e n t p e r D o c No . 1 1 1 6 2 5 1 4 18" RCP 15" RCP Bitumino u s P a t h 8" P V C 1 5 " P V C 15" PVC 15" PVC 15" P V C 24" R C P 30" R C P 15 " R C P CO O K L A K E 36" R C P UP NO PA R K I N G CONSTRUCTION LIMITS CONSTRUCTION LIMITS CONSTRUCTION LIMITS CRUSHED COMPACTED GRANITE SURFACE GARDEN SOIL (GARDEN BOX IN-FILL) SOD, TYP. LO W M A I N T E N A N C E T U R F SE E D M I X , T Y P . SOD, TYP. ROCK MULCH, TYP. LO W M A I N T E N A N C E T U R F SE E D M I X , T Y P . LOW MAINTENANCE TURF SEED MIX, TYP. LOW MAINTENANCE TURF SEED MIX, TYP. ROCK MULCH, TYP. ROCK MULCH, TYP. ROCK MULCH, TYP. ROCK MULCH, TYP. SOD, TYP. SOD, TYP. SOD, TYP. ROCK MULCH, TYP. ROCK MULCH, TYP. ROCK MULCH, TYP. ROCK MULCH, TYP. SOD, TYP. SOD, TYP. SOD, TYP. VEG. MULCH, TYP. ROCK MULCH, TYP. ROCK MULCH, TYP. LOW MAINTENANCE TURF SEED MIX, TYP. LANDSCAPE WORK "ON GRADE" LANDSCAPE WORK "ON ROOF DECK" LANDSCAPE WORK "ON GRADE" LANDSCAPE WORK "ON ROOF DECK" SYMBOL QTY COMMON / BOTANICAL NAME SIZE GROUND COVERS 6,797 sf ROCK MAINTENANCE STRIP / 1.5" DECORATIVE SCREENED ROCK/STONE INSTALLED 3" DEEP OVER GEOTEXTILE FABRIC, GREY TRAP ROCK, SAMPLES REQ. PROVIDE EDGING AS SHOWN ON LANDSCAPE PLAN. Mulch 581 sf CRUSHED GRAVEL SURFACE / 1/4" COMPACTED CRUSHED, SEE DETAIL. PROVIDE EDGING AS SHOWN ON LANDSCAPE PLAN. Mulch 2,595 sf SHREDDED CEDAR MULCH / DOUBLE SHREDDED CEDAR MULCH INSTALLED 3" DEEP ON GRADED, WEED FREE, & PREPARED SOIL. PROVIDE EDGING AS REQ. ON LANDSCAPE PLAN. Mulch 31,032 sf LOW MAINTENANCE SEED MIX / NO MOW FINE FESCUE MIX, SHOOTING STAR SEED OR EQUIV., 25% Hard Fescue, 25% Chewings Fescue, 25% Creeping Red Fescue, 25% Sheeps Fescue. Install at +/-225#/ MNDOT TYPE1 MULCH W/STRAW, EROSION CONTROL BLANKET, OR HYDROMULCH. REFERENCE MNDOT SEEDING MANUAL Seed Mix 35,540 sf SOD / BLUE GRASS SOD W/IMPROVED VARIATIES, INSTALLED ON PREPARED SOIL, CONTAINING 6" OF TOPSOIL W/MINIMUM 4% ORGANICS BY WEIGHT. SCARIFIED AND EVENLY GRADED. BIG ROLL PREFERRED FOR LARGER AREAS. Sod 232 sf POTTING SOIL COMMERCIAL GRADE, MIXED GARDEN SOIL Sod GROUND COVER L1.0 LANDSCAPE PLAN - OVERALL COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PRE L I M I N A R Y : NOT F O R CON S T R U C T I O N 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 06/06/2025 CITY SUBMITTAL PROJECT MANAGER DAVID KNAEBLE CONTACT NUMBER 612-615-0060 X 703 DRAWN BY KB, DK REVIEWED BY DK PROJECT NUMBER 25133 AM I R A O F C O R C O R A N 73 3 0 B R O C K T O N L A N E , C O R C O R A N , M N 5 5 3 4 0 UN I T E D P R O P E R T I E S 25 0 N I C O L L E T M A L L , S U I T E 5 0 0 , M I N N E A P O L I S , M N 5 5 4 0 1 LICENSE NO.DATE 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 LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. 25821 Robert L. Binder 06/06/2025 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R 1. THE CONTRACTOR SHALL PROVIDE ONLY PLANT MATERIAL FREE OF NEONICOTINOID BASED INSECTICIDES AND/OR TREATMENTS OF ANY KIND, INCLUDING BY NOT LIMITED TO IMIDACLOPRID (CONFIDOR, ADMIRE, GAUCHO, ADVOCATE), THIAMETHOXAM (ACTARA, PLATINUM, CRUISER), CLOTHIANIDIN (PONCHO, DANTOSU, DANTOP), ACETAMIPRID (MOSPILAN, ASSAIL, CHIPCOTRISTAR), THIACLOPRID (CALYPSO), DINOTEFURAN (STARKLE, SAFARI, VENOM), AND NITENPYRAM (CAPSTAR, GUARDIAN). 2. CONTRACTOR SHALL CERTIFY, THROUGH SUPPLIERS POLICY STATEMENT OR AFFIDAVIT, THAT NO NEONICOTINOID BASED INSECTICIDES HAVE BEEN USED ON SITE OR DIRECTLY ADJACENT TO THE GROWING OR STORAGE PLOTS OF THE SUPPLIED PLANT MATERIAL, INCLUDING THE PLANTING OF AGRICULTURAL (OR OTHER) SEED TREATED WITH NEONICS.. POLLINATOR SAFE PLANT MATERIAL: LANDSCAPE NOTES: PROPOSED PERENNIAL PLANT SYMBOLS - SEE PLANT SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES PROPOSED DECIDUOUS AND EVERGREEN SHRUB SYMBOLS - SEE PLANT SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES PROPOSED ORNAMENTAL TREE SYMBOLS - SEE PLANT SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES PROPOSED EVERGREEN TREE SYMBOLS - SEE PLANT SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES PROPOSED CANOPY TREE SYMBOLS - SEE PLANT SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES LANDSCAPE PLAN LEGEND (SHEETS L1.0-L1.2): EDGING - SHALL BE COMMERCIAL GRADE, 4" DEPTH ALUMINUM, BLACK OR DARK GREEN IN COLOR, INCLUDE ALL CONNECTORS, STAKES, & ALL APPURTENANCES PER MANUF. INSTALL PER MANUF. INSTRUC./SPECS. CONSTRUCTION LIMITS REVISION SUMMARY DATE DESCRIPTION 0 1" = 40'-0" 40'-0"20'-0" N Know what's below. before you dig.Call R 1. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 2. REFERENCE MULCH SCHEDULE FOR MULCH MATERIALS AND LOCATIONS. 3. ALL TREES SHALL BE MULCHED WITH SHREDDED CEDAR MULCH TO OUTER EDGE OF SAUCER OR TO EDGE OF PLANTING BED, IF APPLICABLE. ALL MULCH SHALL BE KEPT WITHIN A MINIMUM OF 2" FROM TREE TRUNK. 4. IF SHOWN ON PLAN, RANDOM SIZED LIMESTONE BOULDERS COLOR AND SIZE TO COMPLIMENT NEW LANDSCAPING. OWNER TO APPROVE BOULDER SAMPLES PRIOR TO INSTALLATION. 5. PLANT MATERIALS SHALL CONFORM WITH THE AMERICAN ASSOCIATION OF NURSERYMEN STANDARDS AND SHALL BE OF HARDY STOCK, FREE FROM DISEASE, DAMAGE AND DISFIGURATION. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING PLUMPNESS OF PLANT MATERIAL FOR DURATION OF ACCEPTANCE PERIOD. 6. UPON DISCOVERY OF A DISCREPANCY BETWEEN THE QUANTITY OF PLANTS SHOWN ON THE SCHEDULE AND THE QUANTITY SHOWN ON THE PLAN, THE PLAN SHALL GOVERN. 7. CONDITION OF VEGETATION SHALL BE MONITORED BY THE LANDSCAPE ARCHITECT THROUGHOUT THE DURATION OF THE CONTRACT. LANDSCAPE MATERIALS PART OF THE CONTRACT SHALL BE WARRANTED FOR TWO (2) FULL GROWING SEASONS FROM SUBSTANTIAL COMPLETION DATE. 8. ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL RECEIVE 6" LAYER TOPSOIL AND SOD AS SPECIFIED UNLESS OTHERWISE NOTED ON THE DRAWINGS. 9. COORDINATE LOCATION OF VEGETATION WITH UNDERGROUND AND OVERHEAD UTILITIES, LIGHTING FIXTURES, DOORS AND WINDOWS. CONTRACTOR SHALL STAKE IN THE FIELD FINAL LOCATION OF TREES AND SHRUBS FOR REVIEW AND APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 10. ALL PLANT MATERIALS SHALL BE WATERED AND MAINTAINED UNTIL ACCEPTANCE. 11. REPAIR AT NO COST TO OWNER ALL DAMAGE RESULTING FROM LANDSCAPE CONTRACTOR'S ACTIVITIES. 12. SWEEP AND MAINTAIN ALL PAVED SURFACES FREE OF DEBRIS GENERATED FROM LANDSCAPE CONTRACTOR'S ACTIVITIES. 13. PROVIDE SITE WIDE IRRIGATION SYSTEM DESIGN AND INSTALLATION. SYSTEM SHALL BE FULLY PROGRAMMABLE AND CAPABLE OF ALTERNATE DATE WATERING. THE SYSTEM SHALL PROVIDE HEAD TO HEAD OR DRIP COVERAGE AND BE CAPABLE OF DELIVERING ONE INCH OF PRECIPITATION PER WEEK. SYSTEM SHALL EXTEND INTO THE PUBLIC RIGHT-OF-WAY TO THE EDGE OF PAVEMENT/BACK OF CURB. 14. CONTRACTOR SHALL SECURE APPROVAL OF PROPOSED IRRIGATION SYSTEM INCLUDING PRICING FROM OWNER, PRIOR TO INSTALLATION. PLANTING SEASON SCHEDULE SEASON CONIFEROUS DECIDUOUS REMARKS SPRING PLANTING APRIL 15 - JUNE 15 APRIL 15 - JUNE 15 FALL PLANTING AUGUST 21 - SEPTEMBER 30 AUGUST 15 - NOVEMBER 15 NOTE: ADJUSTMENTS TO PLANTING DATES MUST BE APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT. MULCH SCHEDULE AREA MULCH TYPE EDG ING FAB RIC REMARKS TREE RINGS 3" DEPTH, SHREDDED CEDAR YES NO SEE DETAIL SHT. L1.3 PLANTING BEDS (WHERE SHOWN ON PLAN)3" DEPTH, SHREDDED CEDAR YES NO MAINT. STRIP AT BUILDING FOUNDATION & OTHER PLANTING BED AREAS (WHERE SHOWN ON PLAN) 3" DEPTH, 1-1/2"NA NA SEE DETAIL SHT. L1.3 SEED AREAS CLEAN STRAW MULCH (TEMPORARY)NA NA NOTE: COORDINATE ALL MULCH AND PLANTING BED MATERIAL PRIOR TO INSTALLATION, PROVIDE SAMPLES AND SHOP DRAWINGS/PHOTOS/DATA SHEETS OF ALL MATERIALS 1. ENTIRE SITE SHALL BE FULLY IRRIGATED. THE CONTRACTOR SHALL SUBMIT IRRIGATION SHOP DRAWINGS FOR REVIEW AND APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 2. PROVIDE SITE WIDE IRRIGATION SYSTEM DESIGN AND INSTALLATION. SYSTEM SHALL BE FULLY PROGRAMMABLE AND CAPABLE OF ALTERNATE DATE WATERING. THE SYSTEM SHALL PROVIDE HEAD TO HEAD OR DRIP COVERAGE AND BE CAPABLE OF DELIVERING ONE INCH OF PRECIPITATION PER WEEK. SYSTEM SHALL EXTEND INTO THE PUBLIC RIGHT-OF-WAY TO THE EDGE OF PAVEMENT/BACK OF CURB. 3. CONTRACTOR SHALL SECURE APPROVAL OF PROPOSED IRRIGATION SYSTEM INLCUDING PRICING FROM OWNER, PRIOR TO INSTALLATION. 4. SEE MECHANICAL AND ELECTRICAL PLANS AND SPECIFICATIONS FOR IRRIGATION WATER, METER, AND POWER CONNECTIONS. 5. CONTRACTOR TO VERIFY LOCATION OF ALL UNDERGROUND/ABOVE GROUND FACILITIES PRIOR TO ANY EXCAVATION/INSTALLATION. ANY DAMAGE TO UNDERGROUND/ABOVE GROUND FACILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND COSTS ASSOCIATED WITH CORRECTING DAMAGES SHALL BE BORNE ENTIRELY BY THE CONTRACTOR. 6. SERVICE EQUIPMENT AND INSTALLATION SHALL BE PER LOCAL UTILITY COMPANY STANDARDS AND SHALL BE PER NATIONAL AND LOCAL CODES. EXACT LOCATION OF SERVICE EQUIPMENT SHALL BE COORDINATED WITH THE LANDSCAPE ARCHITECT OR EQUIVALENT AT THE JOB SITE. 7. CONTRACTOR SHALL COORDINATE WITH LOCAL UTILITY COMPANY FOR THE PROPOSED ELECTRICAL SERVICE AND METERING FACILITIES. 8. IRRIGATION WATER LINE CONNECTION SIZE IS 1- 12" AT BUILDING. VERIFY WITH MECHANICAL PLANS. 9. ALL MAIN LINES SHALL BE 18" BELOW FINISHED GRADE. 10. ALL LATERAL LINES SHALL BE 12" BELLOW FINISHED GRADE. 11. ALL EXPOSED PVC RISERS, IF ANY, SHALL BE GRAY IN COLOR. 12. CONTRACTOR SHALL LAY ALL SLEEVES AND CONDUIT AT 2'-0" BELOW THE FINISHED GRADE OF THE TOP OF PAVEMENT. EXTEND SLEEVES TO 2'-0" BEYOND PAVEMENT. 13. CONTRACTOR SHALL MARK THE LOCATION OF ALL SLEEVES AND CONDUIT WITH THE SLEEVING MATERIAL "ELLED" TO 2'-0" ABOVE FINISHED GRADE AND CAPPED. 14. FABRICATE ALL PIPE TO MANUFACTURE'S SPECIFICATIONS WITH CLEAN AND SQUARE CUT JOINTS. USE QUALITY GRADE PRIMER AND SOLVENT CEMENT FORMULATED FOR INTENDED TYPE OF CONNECTION. 15. BACKFILL ALL TRENCHES WITH SOIL FREE OF SHARP OBJECTS AND DEBRIS. 16. ALL VALVE BOXES AND COVERS SHALL BE BLACK IN COLOR. 17. GROUP VALVE BOXES TOGETHER FOR EASE WHEN SERVICE IS REQUIRED. LOCATE IN PLANT BED AREAS WHENEVER POSSIBLE. 18. IRRIGATION CONTROLLER LOCATION SHALL BE VERIFIED ON-SITE WITH OWNER'S REPRESENTATIVE. 19. CONTROL WIRES: 14 GAUGE DIRECT BURIAL, SOLID COPPER IRRIGATION WIRE. RUN UNDER MAIN LINE. USE MOISTURE-PROOF SPLICES AND SPLICE ONLY AT VALVES OR PULL BOXES. RUN SEPARATE HOT AND COMMON WIRE TO EACH VALVE AND ONE (1) SPARE WIRE AND GROUND TO FURTHEST VALVE FROM CONTROLLER. LABEL OR COLOR CODE ALL WIRES. 20. AVOID OVER SPRAY ON BUILDINGS, PAVEMENT, WALLS AND ROADWAYS BY INDIVIDUALLY ADJUSTING RADIUS OR ARC ON SPRINKLER HEADS AND FLOW CONTROL ON AUTOMATIC VALVE. 21. ADJUST PRESSURE REGULATING VALVES FOR OPTIMUM PRESSURE ON SITE. 22. USE SCREENS ON ALL HEADS. 23. A SET OF AS-BUILT DRAWINGS SHALL BE MAINTAINED ON-SITE AT ALL TIMES IN AN UPDATED CONDITION. 24. ALL PIPE 3" AND OVER SHALL HAVE THRUST BLOCKING AT EACH TURN. 25. ALL AUTOMATIC REMOTE CONTROL VALVES WILL HAVE 3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL UNDERNEATH VALVE AND VALVE BOX. GRAVEL SHALL EXTENT 3" BEYOND PERIMETER OF VALVE BOX. 26. THERE SHALL BE 3" MINIMUM SPACE BETWEEN BOTTOM OF VALVE BOX COVER AND TOP OF VALVE STRUCTURE. IRRIGATION NOTES: 1. A SIMILAR PROJECT WAS PREVIOUSLY APPROVED FOR THIS SITE. THIS PLAN PROPOSES MATCHING THOSE LANDSCAPE REQUIREMENTS, SHOWN BELOW: LANDSCAPE PLAN CALCULATIONS: LANDSCAPE REQUIREMENTS TREES SHRUBS ORNAMENTAL TREES PERENNIALS & GRASSES REMARKS PREVIOUS PROJECT REQUIRED 102 485 0 128 CURRENT PROJECT PROVIDED 102 485 8 387 DELTA 0 0 8 259 60 We t L a n d P e r P l a t Corner Falls in Water. No Monument Found or Set. PID: 2511923140004 Address: 19110 73rd Ave Owner: Metropolitan Council Address: 52 Address Unassigned PID: 3011922230063 Address: 18710 73rd Ave N, Maple Grove, MN 55311 Owner: City Of Maple Grove [2 3 ] . W e t l a n d B u f f e r E a s e m e n t pe r D o c N o . 1 1 1 6 2 5 1 4 [2 3 ] . W e t l a n d B u f f e r Ea s e m e n t p e r D o c No . 1 1 1 6 2 5 1 4 18" RCP 8" P V C 1 5 " P V C CO O K L A K E 36" R C P UP NO PA R K I N G CONSTRUCTION LIMITS CONSTRUCTION LIMITS 7 - PN 1 - JM2 4 - CA2 7 - HS 1 - MYJ 2 - MYJ 4 - HL2 5 - SS 4 - SH 5 - CK2 1 - JM2 3 - HJ2 6 - PD 3 - HJ2 1 - JM2 5 - CK2 1 - JM2 3 - CA2 1 - MYJ 13 - HJ 8 - HS 4 - HL2 8 - PL 12 - CK2 10 - CK2 13 - CK2 8 - HJ 3 - SS 7 - SH 1 - JM2 3 - HJ2 5 - PD 3 - HJ2 3 - TT 6 - CK2 1 - JM2 3 - CA2 1 - JM2 1 - JM2 5 - PN 1 - JM2 3 - PN 1 - JM2 3 - CA2 1 - JM2 1 - JM2 4 - PN 1 - JM2 1 - JM2 5 - PN 2 - JM2 1 - TN 3 - CA2 1 - TN2 - CA2 5 - PN 1 - TN 1 - TN 7 - PN1 - TN1 - TN 5 - PN 1 - TN1 - TN 3 - CA2 1 - TN 1 - TN 5 - PN 1 - TN1 - TN6 - PN 1 - TN1 - TN 4 - HL2 1 - TN 3 - RB 7 - RM 1 - RB 49 - CI 81 - CA2 90 - CK2 2 - RB 1 - RM 3 - RB 2 - GI 1 - SO 10 - BS 1 - SO 1 - SO 5 - BF 5 - BS 3 - PF 1 - RM 1 - RM CRUSHED COMPACTED GRANITE SURFACE GARDEN SOIL (GARDEN BOX IN-FILL) SOD, TYP. LO W M A I N T E N A N C E T U R F SE E D M I X , T Y P . SOD, TYP. LO W M A I N T E N A N C E T U R F SE E D M I X , T Y P . LOW MAINTENANCE TURF SEED MIX, TYP. ROCK MULCH, TYP. ROCK MULCH, TYP. ROCK MULCH, TYP. ROCK MULCH, TYP. ROCK MULCH, TYP. SOD, TYP. SOD, TYP. SOD, TYP. VEG. MULCH, TYP. ROCK MULCH, TYP. LOW MAINTENANCE TURF SEED MIX, TYP. 1 - SO LANDSCAPE WORK "ON GRADE" LANDSCAPE WORK "ON ROOF DECK" LANDSCAPE WORK "ON GRADE" LANDSCAPE WORK "ON ROOF DECK" L1.1 LANDSCAPE PLAN - NORTH COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PRE L I M I N A R Y : NOT F O R CON S T R U C T I O N 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 06/06/2025 CITY SUBMITTAL PROJECT MANAGER DAVID KNAEBLE CONTACT NUMBER 612-615-0060 X 703 DRAWN BY KB, DK REVIEWED BY DK PROJECT NUMBER 25133 AM I R A O F C O R C O R A N 73 3 0 B R O C K T O N L A N E , C O R C O R A N , M N 5 5 3 4 0 UN I T E D P R O P E R T I E S 25 0 N I C O L L E T M A L L , S U I T E 5 0 0 , M I N N E A P O L I S , M N 5 5 4 0 1 LICENSE NO.DATE 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 LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. 25821 Robert L. Binder 06/06/2025 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R SEE SHEET L1.0 FOR GENERAL LANDSCAPE NOTES REVISION SUMMARY DATE DESCRIPTION 0 1" = 20'-0" 20'-0"10'-0" N Know what's below. before you dig.Call R 61 Address: 52 Address Unassigned PID: 3011922230063 Address: 18710 73rd Ave N, Maple Grove, MN 55311 Owner: City Of Maple Grove BROCKT O N L A N E (A Public R / W ) 15" RCP Bitumino u s P a t h 15" PVC 15" PVC 15" P V C 24" R C P 30" R C P 15 " R C P NO PA R K I N G CONSTRUCTION LIMITS 1 - JM2 3 - HJ2 5 - PD 3 - HJ2 3 - TT 6 - CK2 1 - JM2 4 - CA2 1 - JM2 3 - SS 3 - CA2 8 - SH 3 - SS11 - FE 1 - TT 4 - CA2 1 - TT 1 - TT 3 - HJ2 3 - PD 3 - HJ2 2 - TT 6 - CK2 4 - SS 3 - PL7 - CK2 1 - TT 3 - HJ24 - PD 3 - HJ2 1 - TT 1 - TT 4 - CA2 6 - JM2 14 - HS 14 - HJ33 - PL 32 - CK2 54 - CK2 4 - HL2 4 - PD 14 - PL 5 - PN 31 - CK2 1 - JM2 4 - PN 1 - JM2 1 - JM2 5 - CA2 1 - JM2 1 - JM2 4 - CA2 1 - JM2 1 - JM2 4 - PN 1 - JM2 1 - JM2 8 - PN 1 - JM2 1 - JM2 6 - CA2 1 - JM2 1 - JM2 7 - CA2 1 - JM2 1 - JM2 5 - CA2 3 - JM2 8 - CA2 1 - JM2 3 - PN 1 - JM2 7 - PN 1 - JM2 1 - JM2 4 - PN 1 - JM21 - JM2 3 - CA2 1 - JM2 1 - JM2 5 - PN 1 - JM2 3 - PN 1 - JM2 7 - RO 2 - RM 6 - WP 3 - BS 1 - RM 2 - CS 1 - WP 3 - BS 3 - WP 3 - BS 3 - PF 7 - BA 1 - SB 2 - SB 4 - PF 3 - BF 1 - BF 1 - BF 2 - GI 1 - GI 1 - GI 10 - BS 1 - SO 1 - SO 3 - PF 1 - RM 1 - RM 1 - RM LO W M A I N T E N A N C E T U R F SE E D M I X , T Y P . SOD, TYP. ROCK MULCH, TYP. LO W M A I N T E N A N C E T U R F SE E D M I X , T Y P . LOW MAINTENANCE TURF SEED MIX, TYP. ROCK MULCH, TYP. ROCK MULCH, TYP. ROCK MULCH, TYP. ROCK MULCH, TYP. SOD, TYP. SOD, TYP. SOD, TYP. ROCK MULCH, TYP. 1 - SO LANDSCAPE WORK "ON GRADE" LANDSCAPE WORK "ON ROOF DECK" L1.2 LANDSCAPE PLAN - SOUTH COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PRE L I M I N A R Y : NOT F O R CON S T R U C T I O N 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 06/06/2025 CITY SUBMITTAL PROJECT MANAGER DAVID KNAEBLE CONTACT NUMBER 612-615-0060 X 703 DRAWN BY KB, DK REVIEWED BY DK PROJECT NUMBER 25133 AM I R A O F C O R C O R A N 73 3 0 B R O C K T O N L A N E , C O R C O R A N , M N 5 5 3 4 0 UN I T E D P R O P E R T I E S 25 0 N I C O L L E T M A L L , S U I T E 5 0 0 , M I N N E A P O L I S , M N 5 5 4 0 1 LICENSE NO.DATE 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 LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. 25821 Robert L. Binder 06/06/2025 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R REVISION SUMMARY DATE DESCRIPTION 0 1" = 20'-0" 20'-0"10'-0" N Know what's below. before you dig.Call R SEE SHEET L1.0 FOR GENERAL LANDSCAPE NOTES 62 CODE QTY COMMON / BOTANICAL NAME CONT NATIVE PLANTS POLLINATOR FRIENDLY DECIDUOUS TREES RM 12 Northwood Red Maple / Acer rubrum `Northwood`2.5" Cal. B&B NATIVE CULTIVAR N RB 9 River Birch / Betula nigra 2.5" CAL. B&B NATIVE N BF 10 Dakota Pinnacle® Asian White Birch / Betula platyphylla 'Fargo'2.5" CAL. B&B NOT NATIVE N GI 4 Skyline® Honey Locust / Gleditsia triacanthos inermis 'Skycole'2.5" CAL. B&B NOT NATIVE N SO 4 Swamp White Oak / Quercus bicolor 2.5" Cal. B&B NATIVE N RO 7 Red Oak / Quercus rubra 2.5" Cal. B&B NATIVE N BA 7 Boulevard Linden / Tilia americana `Boulevard`2.5" Cal. B&B NOT NATIVE N 53 SUBTOTAL: EVERGREEN TREES BS 24 Black Hills Spruce / Picea glauca `Densata`6` B&B NATIVE N CS 2 Colorado Spruce / Picea pungens 6` B&B NOT NATIVE N WP 10 White Pine / Pinus strobus 6` B&B NATIVE N PF 13 Pyramidal White Pine / Pinus strobus 'Fastigiata'6` B&B 49 SUBTOTAL: ORNAMENTAL TREES SB 8 Autumn Brilliance Serviceberry / Amelanchier x grandiflora `Autumn Brilliance`#20 CLUMP NATIVE CULTIVAR Y 8 SUBTOTAL: CODE QTY COMMON / BOTANICAL NAME SIZE NATIVE PLANTS POLLINATOR FRIENDLY SHRUBS CA2 152 Arctic Fire Red Twig Dogwood / Cornus sericea 'Farrow' TM 5 GAL.NATIVE CULTIVAR Y CI 49 Isanti Red Twig Dogwood / Cornus sericea 'Isanti'5 GAL.NATIVE Y HL2 16 Little Quick Fire Hydrangea / Hydrangea paniculata `Little Quick Fire`#5 CONT NOT NATIVE Y HJ2 24 Little Lime® Panicle Hydrangea / Hydrangea paniculata 'Jane'#5 CONT NATIVE Y HJ 35 Kalm St. Johnswort / Hypericum kalmianum 2 GAL. MYJ 4 Maney Juniper / Juniperus chinensis `Maneyi`#5 CONT NOT NATIVE N JM2 47 Medora Juniper / Juniperus scopulorum `Medora`#5 CONT NOT NATIVE N PD 22 Little Devil™ Dwarf Ninebark / Physocarpus opulifolius 'Donna May'#5 CONT NATIVE CULTIVAR Y PN 92 Bird`s Nest Spruce / Picea abies `Nidiformis`#5 CONT Pot SS 18 Sem Ash Leaf Spirea / Sorbaria sorbifolia `Sem`#5 CONT NOT NATIVE Y TN 15 Nova Japanese Yew / Taxus cuspidata `Nova`#5 CONT NOT NATIVE N TT 11 Taunton`s Yew / Taxus x media `Tauntonii`#5 CONT NOT NATIVE N 485 SUBTOTAL: GRASSES CK2 270 Karl Foerster Feather Reed Grass / Calamagrostis x acutiflora 'Karl Foerster'#1 CONT FE 11 Elijah's Blue Fescue / Festuca cinerea 'Elijah's Blue'#1 CONT NOT NATIVE N SH 19 Prairie Dropseed / Sporobolus heterolepis #1 CONT NOT NATIVE N 300 SUBTOTAL: PERENNIALS HS 29 Stella Supreme Daylily / Hemerocallis x 'Stella Supreme'#1 CONT NATIVE Y PL 58 Little Spire Russian Sage / Perovskia atriplicifolia `Little Spire`#1 CONT 87 SUBTOTAL: PLANT SCHEDULE L1.3 LANDSCAPE PLAN NOTES & DETAILS COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PRE L I M I N A R Y : NOT F O R CON S T R U C T I O N 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 06/06/2025 CITY SUBMITTAL PROJECT MANAGER DAVID KNAEBLE CONTACT NUMBER 612-615-0060 X 703 DRAWN BY KB, DK REVIEWED BY DK PROJECT NUMBER 25133 AM I R A O F C O R C O R A N 73 3 0 B R O C K T O N L A N E , C O R C O R A N , M N 5 5 3 4 0 UN I T E D P R O P E R T I E S 25 0 N I C O L L E T M A L L , S U I T E 5 0 0 , M I N N E A P O L I S , M N 5 5 4 0 1 LICENSE NO.DATE 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 LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. 25821 Robert L. Binder 06/06/2025 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R REVISION SUMMARY DATE DESCRIPTION Know what's below. before you dig.Call R SEE SHEET L1.0 FOR GENERAL LANDSCAPE NOTES DRAWN @ ? size PERENNIAL BED PLANTING N T S PLANT TOP OF ROOTBALL 1-2" ABOVE ABOVE SURROUNDING GRADE ROOTS AT OUTER EDGE OF ROOTBALL LOOSENED TO ENSURE PROPER BACKFILL-TO-ROOT CONTACT SLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OF PLANTING BED EXISTING GRADE ROCK OR ORGANIC MULCH, SEE GENERAL LANDSCAPE NOTES AND PLAN NOTES FOR MULCH TYPE. KEEP MULCH MIN. 2" FROM PLANT STEM BACKFILL AS PER SPECIFICATION DO NOT EXCAVATE BELOW ROOTBALL. SIZE VARIES SEE LANDSCAPE PLAN MODIFY EXCAVATION BASED ON LOCATION OF PLANT MATERIAL AND DESIGN OF BEDS OR OVERALL PLANT PLACEMENT 2 DECIDUOUS & CONIFEROUS SHRUB PLANTING N T S PRUNE AS FIELD DIRECTED BY THE LANDSCAPE ARCHITECT TO IMPROVE APPEARANCE (RETAIN NORMAL SHAPE FOR SPECIES) PLANT TOP OF ROOTBALL 1-2" ABOVE ABOVE SURROUNDING GRADE ROOTS AT OUTER EDGE OF ROOTBALL LOOSENED TO ENSURE PROPER BACKFILL-TO-ROOT CONTACT SLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OF PLANTING BED EXISTING GRADE ROCK OR ORGANIC MULCH, SEE GENERAL LANDSCAPE NOTES AND PLAN NOTES FOR MULCH TYPE. KEEP MULCH MIN. 2" FROM PLANT TRUNK BACKFILL AS PER SPECIFICATION DO NOT EXCAVATE BELOW ROOTBALL. THREE TIMES WIDTH OF ROOTBALL RULE OF THUMB - MODIFY EXCAVATION BASED ON LOCATION OF PLANT MATERIAL AND DESIGN OF BEDS OR OVERALL PLANT PLACEMENT 3 DRAWN @ ? size DECIDUOUS & CONIFEROUS TREE PLANTING ON SLOPE N T S PRUNE AS FIELD DIRECTED BY THE LANDSCAPE ARCHITECT TO IMPROVE APPEARANCE (RETAIN NORMAL TREE SHAPE) STAKING REQUIRED - TWO 2"X4"X8' WOODEN STAKES, STAINED BROWN WITH TWO STRANDS OF WIRE TWISTED TOGETHER. STAKES SHALL BE PLACED AT OPPOSITE EACH OTHER - ONE UP HILL ONE DOWN HILL. WIRE SHALL BE THREADED THROUGH NYLON STRAPPING WITH GROMMETS. ALTERNATE STABILIZING METHODS MAY BE PROPOSED BY CONTRACTOR. TRUNK FLARE JUNCTION: PLANT TREE 1"-2" ABOVE EXISTING GRADE, ENSURE ROOT CROWN IS AT FINISH ELEV. MULCH TO OUTER EDGE OF SAUCER OR TO EDGE OF PLANTING BED, IF APPLICABLE. ROCK OR ORGANIC MULCH, SEE GENERAL LANDSCAPE NOTES AND PLAN NOTES FOR MULCH TYPE. KEEP MULCH MIN. 2" FROM PLANT TRUNK FINISH GRADE - 3:1 SLOPE SHOWN FOR REFERENCE, SEE GRADING & LANDSCAPE PLANS FOR PROPOSED SITE CONDITIONS. TREES SHALL NOT BE PLANTED ON SLOPES GREATER THAN 3:1. REMOVE WIRE BASKET IF PRESENT. CUT AND REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL. IF NON-BIODEGRADABLE, REMOVE COMPLETELY VERTICAL SIDES OF PLANTING HOLE REQUIRED TO MINIMIZE SLOPE DISRUPTION BACKFILL AS SPECIFIED COMPACT BOTTOM OF PIT, TYP. RULE OF THUMB - MODIFY EXCAVATION BASED ON LOCATION OF PLANT MATERIAL, DESIGN OF BEDS OR OVERALL PLANT PLACEMENT, AND SLOPE. CONSTRUCT SOIL WATERING RING AROUND TREE ENSURE ROOT BALL "SHOULDER" IS COMPLETELY BURIED IN GROUND AND/OR NEW WATERING RING SOIL ROOT BALL + 12" PER SIDE COORDINATE BETWEEN THIS DETAIL AND STANDARD PLANTING DETAILS, MODIFY PLANTING AS NEEDED 5 THREE TIMES WIDTH OF ROOTBALL DECIDUOUS & CONIFEROUS TREE PLANTING N T S PRUNE AS FIELD DIRECTED BY THE LANDSCAPE ARCHITECT TO IMPROVE APPEARANCE (RETAIN NORMAL TREE SHAPE) THREE 2"X4"X8' WOODEN STAKES, STAINED BROWN WITH TWO STRANDS OF WIRE TWISTED TOGETHER. STAKES SHALL BE PLACED AT 120° TO ONE ANOTHER. WIRE SHALL BE THREADED THROUGH NYLON STRAPPING WITH GROMMETS. ALTERNATE STABILIZING METHODS MAY BE PROPOSED BY CONTRACTOR. TRUNK FLARE JUNCTION: PLANT TREE 1"-2" ABOVE EXISTING GRADE MULCH TO OUTER EDGE OF SAUCER OR TO EDGE OF PLANTING BED, IF APPLICABLE. ROCK OR ORGANIC MULCH, SEE GENERAL LANDSCAPE NOTES AND PLAN NOTES FOR MULCH TYPE. KEEP MULCH MIN. 2" FROM PLANT TRUNK EXISTING GRADE CUT AND REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL. IF NON-BIODEGRADABLE, REMOVE COMPLETELY SLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OF PLANTING BED BACKFILL AS SPECIFIED COMPACT BOTTOM OF PIT, TYP. RULE OF THUMB - MODIFY EXCAVATION BASED ON LOCATION OF PLANT MATERIAL AND DESIGN OF BEDS OR OVERALL PLANT PLACEMENT 4 FINISHED GRADE 18" - VERIFY W/ PLAN DRAWN @ ? size AGGREGATE MAINTANENCE STRIP N T S SLOPE - MIN. 2%, MAX. 5:1 VERIFY W/ GRADING PLAN FACE OF BUILDING, WALL, OR STRUCTURE MIN. 3" LAYER OF ROCK MULCH AS SPECIFIED. PROVIDE SAMPLE TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION STAKED LANDSCAPE EDGER AS SPECIFIED, SEE MANUFACTURER'S INSTRUCTIONS AND SPECS. FOR INSTALLATION AND PLACEMENT WATER PERMEABLE GEOTEXTILE FABRIC AS SPECIFIED COMPACTED SUBGRADE 1 63 We t L a n d P e r P l a t Corner Falls in Water. No Monument Found or Set. [2 0 ] . D r a i n a g e & U t i l i t y E a s e m e n t p e r P l a t [1 6 ] . U t i l i t y E a s e m e n t Pe r D o c . N o . A 1 0 0 2 7 4 8 2 [2 0 ] . D r a i n a g e & U t i l i t y Ea s e m e n t P e r P l a t [15]. Utility Easement Per Doc. No. 11168727 [20 ] . D r a i n a g e & U t i l i t y Eas e m e n t p e r P l a t PID: 2511923140004 Address: 19110 73rd Ave Owner: Metropolitan Council PID: 2511923140049 Address: 52 Address Unassigned Owner: City Of Corcoran PID: 2511923140052 Address: 52 Address Unassigned Owner: J B Limited Llc N0 9 ° 1 4 ' 3 8 " E 1 0 3 . 8 5 N 0 2 ° 4 8 ' 3 3 " W 2 7 4 . 2 5 N88°50'44"E 287.96 N0 1 ° 0 9 ' 1 6 " W 1 3 1 . 1 6 S5 5 ° 3 7 ' 1 1 " E 2 0 7 . 1 7 S0 1 ° 0 9 ' 1 6 " E 4 2 9 . 7 2 S88°50'44"W 93.42 S33 ° 5 7 ' 2 7 " W 6 7 . 0 0 103. 6 6Δ=2 1 ° 1 2 ' 4 4 " R=2 8 0 . 0 0 N77°15'1 7 " W 1 9 0 . 7 5 50.98 Δ=8°51'03" R=330.00 6.26 N86°06'20"W PID: 3011922230063 Address: 18710 73rd Ave N, Maple Grove, MN 55311 Owner: City Of Maple Grove BROCKT O N L A N E (A Public R / W ) [2 3 ] . W e t l a n d B u f f e r E a s e m e n t pe r D o c N o . 1 1 1 6 2 5 1 4 [20]. Drainage & Utility Easement per Plat [20]. Dr a i n a g e & U t i l i t y Easeme n t p e r P l a t [2 3 ] . W e t l a n d B u f f e r Ea s e m e n t p e r D o c No . 1 1 1 6 2 5 1 4 18" RCP 15" RCP PID: 2511923140026 Address: 7330 Brockton Lane Owner: J B Limited Llc Bitumino u s P a t h 8" P V C 1 5 " P V C 15" PVC 15" PVC 15" P V C 24" R C P 30" R C P 15 " R C P CO O K L A K E 36" R C P CONSTRUCTION LIMITS CONSTRUCTION LIMITS CONSTRUCTION LIMITS INLET PROTECTION AT EXISTING CATCH BASINS TO REMAIN, TYP INLET PROTECTION AT EXISTING CATCH BASIN TO REMAIN, TYP CONTRACTOR TO PROVIDE INLET PROTECTION AT ALL DOWNSTREAM CATCH BASINS. CONSTRUCTION ENTRANCE SOLID WASTE WASHOUT AREA. CONTRACTOR TO PROVIDE TEMPORARY SIGNAGE. DIRECT ALL WASH WATER INTO A LEAK PROOF CONTAINER. PERIMETER EROSION CONTROL AT CONSTRUCTION LIMITS, TYP. PERIMETER EROSION CONTROL AT CONSTRUCTION LIMITS, TYP. CONSTRUCTION ENTRANCE COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PRE L I M I N A R Y : NOT F O R CON S T R U C T I O N 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 06/06/2025 CITY SUBMITTAL PROJECT MANAGER DAVID KNAEBLE CONTACT NUMBER 612-615-0060 X 703 DRAWN BY KB, DK REVIEWED BY DK PROJECT NUMBER 25133 AM I R A O F C O R C O R A N 73 3 0 B R O C K T O N L A N E , C O R C O R A N , M N 5 5 3 4 0 UN I T E D P R O P E R T I E S 25 0 N I C O L L E T M A L L , S U I T E 5 0 0 , M I N N E A P O L I S , M N 5 5 4 0 1 48776 David J. Knaeble LICENSE NO.DATE 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. 06/06/2025 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R SW1.0 SWPPP - EXISTING CONDITIONS SWPPP LEGEND: EX. 1' CONTOUR ELEVATION INTERVAL INLET PROTECTION STABILIZED CONSTRUCTION ENTRANCE DRAINAGE ARROW SILT FENCE / BIOROLL - GRADING LIMIT 1125 REVISION SUMMARY DATE DESCRIPTION 0 1" = 40'-0" 40'-0"20'-0" N Know what's below. before you dig.Call R 1. RESERVED FOR CITY SPECIFIC EROSION CONTROL NOTES. CITY OF CORCORAN EROSION CONTROL NOTES: 1. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 2. THIS PROJECT IS GREATER THAN ONE ACRE AND WILL REQUIRE AN MPCA NPDES PERMIT. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY EROSION CONTROL PERMITS REQUIRED BY THE CITY. 3. SEE SHEETS SW1.0 - SW1.5 FOR ALL EROSION CONTROL NOTES, DESCRIPTIONS, AND PRACTICES. 4. SEE GRADING PLAN FOR ADDITIONAL GRADING AND EROSION CONTROL NOTES. 5. CONTRACTOR IS RESPONSIBLE FOR SWPPP IMPLEMENTATION, INSPECTIONS, MAINTENANCE AND COMPLIANCE WITH THE PERMIT. SWPPP NOTES: ALL SPECIFIED EROSION AND SEDIMENT CONTROL PRACTICES, AND MEASURES CONTAINED IN THIS SWPPP ARE THE MINIMUM REQUIREMENTS. ADDITIONAL PRACTICES MAY BE REQUIRED DURING THE COURSE OF CONSTRUCTION. 64 We t L a n d P e r P l a t Corner Falls in Water. No Monument Found or Set. [2 0 ] . D r a i n a g e & U t i l i t y E a s e m e n t p e r P l a t [1 6 ] . U t i l i t y E a s e m e n t Pe r D o c . N o . A 1 0 0 2 7 4 8 2 [2 0 ] . D r a i n a g e & U t i l i t y Ea s e m e n t P e r P l a t [15]. Utility Easement Per Doc. No. 11168727 [20 ] . D r a i n a g e & U t i l i t y Eas e m e n t p e r P l a t PID: 2511923140004 Address: 19110 73rd Ave Owner: Metropolitan Council PID: 2511923140049 Address: 52 Address Unassigned Owner: City Of Corcoran PID: 2511923140052 Address: 52 Address Unassigned Owner: J B Limited Llc N0 9 ° 1 4 ' 3 8 " E 1 0 3 . 8 5 N 0 2 ° 4 8 ' 3 3 " W 2 7 4 . 2 5 N88°50'44"E 287.96 N0 1 ° 0 9 ' 1 6 " W 1 3 1 . 1 6 S5 5 ° 3 7 ' 1 1 " E 2 0 7 . 1 7 S0 1 ° 0 9 ' 1 6 " E 4 2 9 . 7 2 S88°50'44"W 93.42 S33 ° 5 7 ' 2 7 " W 6 7 . 0 0 103. 6 6Δ=2 1 ° 1 2 ' 4 4 " R=2 8 0 . 0 0 N77°15'1 7 " W 1 9 0 . 7 5 50.98 Δ=8°51'03" R=330.00 6.26 N86°06'20"W PID: 3011922230063 Address: 18710 73rd Ave N, Maple Grove, MN 55311 Owner: City Of Maple Grove BROCKT O N L A N E (A Public R / W ) [2 3 ] . W e t l a n d B u f f e r E a s e m e n t pe r D o c N o . 1 1 1 6 2 5 1 4 [20]. Drainage & Utility Easement per Plat [20]. Dr a i n a g e & U t i l i t y Easeme n t p e r P l a t [2 3 ] . W e t l a n d B u f f e r Ea s e m e n t p e r D o c No . 1 1 1 6 2 5 1 4 18" RCP 15" RCP PID: 2511923140026 Address: 7330 Brockton Lane Owner: J B Limited Llc Bitumino u s P a t h 8" P V C 1 5 " P V C 15" PVC 15" PVC 15" P V C 24" R C P 30" R C P 15 " R C P CO O K L A K E 36" R C P UP NO PA R K I N G CONSTRUCTION LIMITS CONSTRUCTION LIMITS CONSTRUCTION LIMITS INLET PROTECTION AT EXISTING CATCH BASINS TO REMAIN, TYP INLET PROTECTION AT EXISTING CATCH BASIN TO REMAIN, TYP CONTRACTOR TO PROVIDE INLET PROTECTION AT ALL DOWNSTREAM CATCH BASINS. CONSTRUCTION ENTRANCE INLET PROTECTION AT PROPOSED CATCH BASINS, TYP INLET PROTECTION AT PROPOSED CATCH BASINS, TYP SOLID WASTE WASHOUT AREA. CONTRACTOR TO PROVIDE TEMPORARY SIGNAGE. DIRECT ALL WASH WATER INTO A LEAK PROOF CONTAINER. PERIMETER EROSION CONTROL AT CONSTRUCTION LIMITS, TYP. PERIMETER EROSION CONTROL AT CONSTRUCTION LIMITS, TYP. PLACE EROSION CONTROL BLANKET ON ALL SLOPES 4:1 OR STEEPER, TYP. (MNDOT CATEGORY 3) PLACE EROSION CONTROL BLANKET ON ALL SLOPES 4:1 OR STEEPER, TYP. (MNDOT CATEGORY 3) CONSTRUCTION ENTRANCE COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PRE L I M I N A R Y : NOT F O R CON S T R U C T I O N 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 06/06/2025 CITY SUBMITTAL PROJECT MANAGER DAVID KNAEBLE CONTACT NUMBER 612-615-0060 X 703 DRAWN BY KB, DK REVIEWED BY DK PROJECT NUMBER 25133 AM I R A O F C O R C O R A N 73 3 0 B R O C K T O N L A N E , C O R C O R A N , M N 5 5 3 4 0 UN I T E D P R O P E R T I E S 25 0 N I C O L L E T M A L L , S U I T E 5 0 0 , M I N N E A P O L I S , M N 5 5 4 0 1 48776 David J. Knaeble LICENSE NO.DATE 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. 06/06/2025 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R SW1.1 SWPPP - PROPOSED CONDITIONS 1. RESERVED FOR CITY SPECIFIC EROSION CONTROL NOTES. CITY OF CORCORAN EROSION CONTROL NOTES: SWPPP LEGEND: INLET PROTECTION STABILIZED CONSTRUCTION ENTRANCE DRAINAGE ARROW 1.0' CONTOUR ELEVATION INTERVAL SILT FENCE / BIOROLL - GRADING LIMIT EROSION CONTROL BLANKET 1137 REVISION SUMMARY DATE DESCRIPTION 1. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 2. THIS PROJECT IS GREATER THAN ONE ACRE AND WILL REQUIRE AN MPCA NPDES PERMIT. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY EROSION CONTROL PERMITS REQUIRED BY THE CITY. 3. SEE SHEETS SW1.0 - SW1.5 FOR ALL EROSION CONTROL NOTES, DESCRIPTIONS, AND PRACTICES. 4. SEE GRADING PLAN FOR ADDITIONAL GRADING AND EROSION CONTROL NOTES. 5. CONTRACTOR IS RESPONSIBLE FOR SWPPP IMPLEMENTATION, INSPECTIONS, MAINTENANCE AND COMPLIANCE WITH THE PERMIT. SWPPP NOTES: ALL SPECIFIED EROSION AND SEDIMENT CONTROL PRACTICES, AND MEASURES CONTAINED IN THIS SWPPP ARE THE MINIMUM REQUIREMENTS. ADDITIONAL PRACTICES MAY BE REQUIRED DURING THE COURSE OF CONSTRUCTION. EX. 1' CONTOUR ELEVATION INTERVAL1125 0 1" = 40'-0" 40'-0"20'-0" N Know what's below. before you dig.Call R 65 COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PRE L I M I N A R Y : NOT F O R CON S T R U C T I O N 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 06/06/2025 CITY SUBMITTAL PROJECT MANAGER DAVID KNAEBLE CONTACT NUMBER 612-615-0060 X 703 DRAWN BY KB, DK REVIEWED BY DK PROJECT NUMBER 25133 AM I R A O F C O R C O R A N 73 3 0 B R O C K T O N L A N E , C O R C O R A N , M N 5 5 3 4 0 UN I T E D P R O P E R T I E S 25 0 N I C O L L E T M A L L , S U I T E 5 0 0 , M I N N E A P O L I S , M N 5 5 4 0 1 48776 David J. Knaeble LICENSE NO.DATE 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. 06/06/2025 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R SW1.2 SWPPP - DETAILS REVISION SUMMARY DATE DESCRIPTION 66 SW1.3 SWPPP - NARRATIVE OWNER INFORMATIONTRAINING SECTION 21 AREAS AND QUANTITIES: NOTE: QUANTITIES ARE FOR INFORMATIONAL PURPOSES ONLY. CONTRACTOR SHALL DETERMINE FOR THEMSELVES THE EXACT QUANTITIES FOR BIDDING AND CONSTRUCTION. SUPPLEMENTARY SITE SPECIFIC EROSION CONTROL NOTES: THESE NOTES SUPERCEDE ANY GENERAL SWPPP NOTES. THIS PROJECT IS GREATER THAN 1.0 ACRES SO AN NPDES PERMIT IS REQUIRED AND NEEDS TO BE SUBMITTED TO THE MPCA. THE CONTRACTOR IS REQUIRED TO FOLLOW THE GUIDELINES IN THE NPDES PERMIT THROUGHOUT CONSTRUCTION. SWPPP ATTACHMENTS (ONLY APPLICABLE IF SITE IS 1 ACRE OR GREATER): CONTRACTOR SHALL OBTAIN A COPY OF THE FOLLOWING SWPPP ATTACHMENTS WHICH ARE A PART OF THE OVERALL SWPPP PACKAGE: ATTACHMENT A. CONSTRUCTION SWPPP TEMPLATE - SITE SPECIFIC SWPPP DOCUMENT ATTACHMENT B. CONSTRUCTION STORMWATER INSPECTION CHECKLIST ATTACHMENT C. MAINTENANCE PLAN FOR PERMANENT STORM WATER TREATMENT SYSTEMS ATTACHMENT D: STORMWATER MANAGEMENT REPORT - ON FILE AT THE OFFICE OF PROJECT ENGINEER. AVAILABLE UPON REQUEST. ATTACHMENT E: GEOTECHNICAL EVALUATION REPORT - ON FILE AT THE OFFICE OF PROJECT ENGINEER. AVAILABLE UPON REQUEST. THE CONTRACTOR AND ALL SUBCONTRACTORS INVOLVED WITH A CONSTRUCTION ACTIVITY THAT DISTURBS SITE SOIL OR WHO IMPLEMENT A POLLUTANT CONTROL MEASURE IDENTIFIED IN THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) MUST COMPLY WITH THE REQUIREMENTS OF THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT (DATED AUGUST 1, 2018 # MNR100001) AND ANY LOCAL GOVERNING AGENCY HAVING JURISDICTION CONCERNING EROSION AND SEDIMENTATION CONTROL. STORMWATER DISCHARGE DESIGN REQUIREMENTS SWPPP THE NATURE OF THIS PROJECT WILL BE CONSISTENT WITH WHAT IS REPRESENTED IN THIS SET OF CONSTRUCTION PLANS AND SPECIFICATIONS. SEE THE SWPPP PLAN SHEETS AND SWPPP NARRATIVE (ATTACHMENT A: CONSTRUCTION SWPPP TEMPLATE) FOR ADDITIONAL SITE SPECIFIC SWPPP INFORMATION. THE PLANS SHOW LOCATIONS AND TYPES OF ALL TEMPORARY AND PERMANENT EROSION PREVENTION AND SEDIMENT CONTROL BMP'S. STANDARD DETAILS ARE ATTACHED TO THIS SWPPP DOCUMENT. THE INTENDED SEQUENCING OF MAJOR CONSTRUCTION ACTIVITIES IS AS FOLLOWS: 1. INSTALL STABILIZED ROCK CONSTRUCTION ENTRANCE 2. INSTALLATION OF SILT FENCE AROUND SITE 3. INSTALL ORANGE CONSTRUCTION FENCING AROUND INFILTRATION AREAS 4. INSTALL INLET PROTECTION AT ALL ADJACENT AND DOWNSTREAM CATCH BASINS 5. CLEAR AND GRUB FOR TEMPORARY SEDIMENT BASIN / POND INSTALL 6. CONSTRUCT TEMPORARY SEDIMENT BASIN / POND (SECTION 14) 7. CLEAR AND GRUB REMAINDER OF SITE 8. STRIP AND STOCKPILE TOPSOIL 9. ROUGH GRADING OF SITE 10. STABILIZE DENUDED AREAS AND STOCKPILES 11. INSTALL SANITARY SEWER, WATER MAIN STORM SEWER AND SERVICES 12. INSTALL SILT FENCE / INLET PROTECTION AROUND CB'S 13. INSTALL STREET SECTION 14. INSTALL CURB AND GUTTER 15. BITUMINOUS ON STREETS 16. FINAL GRADE BOULEVARD, INSTALL SEED AND MULCH 17. REMOVE ACCUMULATED SEDIMENT FROM BASIN / POND 18. FINAL GRADE POND / INFILTRATION BASINS (DO NOT COMPACT SOILS IN INFILTRATION AREAS.) 19. WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED BY EITHER SEED OR SOD/LANDSCAPING, REMOVE SILT FENCE AND RESEED ANY AREAS DISTURBED BY THE REMOVAL. RECORDS RETENTION: THE SWPPP (ORIGINAL OR COPIES) INCLUDING, ALL CHANGES TO IT, AND INSPECTIONS AND MAINTENANCE RECORDS MUST BE KEPT AT THE SITE DURING CONSTRUCTION BY THE PERMITTEE WHO HAS OPERATIONAL CONTROL OF THAT PORTION OF THE SITE. THE SWPPP CAN BE KEPT IN EITHER THE FIELD OFFICE OR IN AN ON SITE VEHICLE DURING NORMAL WORKING HOURS. ALL OWNER(S) MUST KEEP THE SWPPP, ALONG WITH THE FOLLOWING ADDITIONAL RECORDS, ON FILE FOR THREE (3) YEARS AFTER SUBMITTAL OF THE NOT AS OUTLINED IN SECTION 4. THIS DOES NOT INCLUDE ANY RECORDS AFTER SUBMITTAL OF THE NOT. 1. THE FINAL SWPPP; 2. ANY OTHER STORMWATER RELATED PERMITS REQUIRED FOR THE PROJECT; 3.RECORDS OF ALL INSPECTION AND MAINTENANCE CONDUCTED DURING CONSTRUCTION (SEE SECTION 11, INSPECTIONS AND MAINTENANCE); 4. ALL PERMANENT OPERATION AND MAINTENANCE AGREEMENTS THAT HAVE BEEN IMPLEMENTED, INCLUDING ALL RIGHT OF WAY, CONTRACTS, COVENANTS AND OTHER BINDING REQUIREMENTS REGARDING PERPETUAL MAINTENANCE; AND 5. ALL REQUIRED CALCULATIONS FOR DESIGN OF THE TEMPORARY AND PERMANENT STORMWATER MANAGEMENT SYSTEMS. SWPPP IMPLEMENTATION RESPONSIBILITIES: 1. THE OWNER AND CONTRACTOR ARE PERMITTEE(S) AS IDENTIFIED BY THE NPDES PERMIT. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ON-SITE IMPLEMENTATION OF THE SWPPP, INCLUDING THE ACTIVITIES OF ALL OF THE CONTRACTOR'S SUBCONTRACTORS. 3. CONTRACTOR SHALL PROVIDE A PERSON(S) KNOWLEDGEABLE AND EXPERIENCED IN THE APPLICATION OF EROSION PREVENTION AND SEDIMENT CONTROL BMPS TO OVERSEE ALL INSTALLATION AND MAINTENANCE OF BMPS AND IMPLEMENTATION OF THE SWPPP. 4.CONTRACTOR SHALL PROVIDE PERSON(S) MEETING THE TRAINING REQUIREMENTS OF THE NPDES PERMIT TO CONDUCT INSPECTION AND MAINTENANCE OF ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS IN ACCORDANCE WITH THE REQUIREMENTS OF THE PERMIT. ONE OF THESE INDIVIDUAL(S) MUST BE AVAILABLE FOR AN ONSITE INSPECTION WITHIN 72 HOURS UPON REQUEST BY MPCA. CONTRACTOR SHALL PROVIDE TRAINING DOCUMENTATION FOR THESE INDIVIDUAL(S) AS REQUIRED BY THE NPDES PERMIT. THIS TRAINING DOCUMENTATION SHALL BE RECORDED IN OR WITH THE SWPPP BEFORE THE START OF CONSTRUCTION OR AS SOON AS THE PERSONNEL FOR THE PROJECT HAVE BEEN DETERMINED. DOCUMENTATION SHALL INCLUDE: 4.1. NAMES OF THE PERSONNEL ASSOCIATED WITH THE PROJECT THAT ARE REQUIRED TO BE TRAINED PER SECTION 21 OF THE PERMIT. 4.2. DATES OF TRAINING AND NAME OF INSTRUCTOR AND ENTITY PROVIDING TRAINING. 4.3. CONTENT OF TRAINING COURSE OR WORKSHOP INCLUDING THE NUMBER OF HOURS OF TRAINING. 5.FOLLOWING FINAL STABILIZATION AND THE TERMINATION OF COVERAGE FOR THE NPDES PERMIT, THE OWNER IS EXPECTED TO FURNISH LONG TERM OPERATION AND MAINTENANCE (O & M) OF THE PERMANENT STORM WATER MANAGEMENT SYSTEM. CONSTRUCTION ACTIVITY REQUIREMENTS SWPPP AMENDMENTS (SECTION 6): 1. ONE OF THE INDIVIDUALS DESCRIBED IN ITEM 21.2.A OR ITEM 21.2.B OR ANOTHER QUALIFIED INDIVIDUAL MUST COMPLETE ALL SWPPP CHANGES. CHANGES INVOLVING THE USE OF A LESS STRINGENT BMP MUST INCLUDE A JUSTIFICATION DESCRIBING HOW THE REPLACEMENT BMP IS EFFECTIVE FOR THE SITE CHARACTERISTICS. 2.PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS NECESSARY TO CORRECT PROBLEMS IDENTIFIED OR ADDRESS SITUATIONS WHENEVER THERE IS A CHANGE IN DESIGN, CONSTRUCTION, OPERATION, MAINTENANCE, WEATHER OR SEASONAL CONDITIONS HAVING A SIGNIFICANT EFFECT ON THE DISCHARGE OF POLLUTANTS TO SURFACE WATERS OR GROUNDWATER. 3.PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS NECESSARY TO CORRECT PROBLEMS IDENTIFIED OR ADDRESS SITUATIONS WHENEVER INSPECTIONS OR INVESTIGATIONS BY THE SITE OWNER OR OPERATOR, USEPA OR MPCA OFFICIALS INDICATE THE SWPPP IS NOT EFFECTIVE IN ELIMINATING OR SIGNIFICANTLY MINIMIZING THE DISCHARGE OF POLLUTANTS TO SURFACE WATERS OR GROUNDWATER OR THE DISCHARGES ARE CAUSING WATER QUALITY STANDARD EXCEEDANCES (E.G., NUISANCE CONDITIONS AS DEFINED IN MINN. R. 7050.0210, SUBP. 2) OR THE SWPPP IS NOT CONSISTENT WITH THE OBJECTIVES OF A USEPA APPROVED TMDL. BMP SELECTION AND INSTALLATION (SECTION 7): 1. PERMITTEES MUST SELECT, INSTALL, AND MAINTAIN THE BMPS IDENTIFIED IN THE SWPPP AND IN THIS PERMIT IN AN APPROPRIATE AND FUNCTIONAL MANNER AND IN ACCORDANCE WITH RELEVANT MANUFACTURER SPECIFICATIONS AND ACCEPTED ENGINEERING PRACTICES. EROSION PREVENTION (SECTION 8): 1. BEFORE WORK BEGINS, PERMITTEES MUST DELINEATE THE LOCATION OF AREAS NOT TO BE DISTURBED. 2.PERMITTEES MUST MINIMIZE THE NEED FOR DISTURBANCE OF PORTIONS OF THE PROJECT WITH STEEP SLOPES. WHEN STEEP SLOPES MUST BE DISTURBED, PERMITTEES MUST USE TECHNIQUES SUCH AS PHASING AND STABILIZATION PRACTICES DESIGNED FOR STEEP SLOPES (E.G., SLOPE DRAINING AND TERRACING). 3.PERMITTEES MUST STABILIZE ALL EXPOSED SOIL AREAS, INCLUDING STOCKPILES. STABILIZATION MUST BE INITIATED IMMEDIATELY TO LIMIT SOIL EROSION WHEN CONSTRUCTION ACTIVITY HAS PERMANENTLY OR TEMPORARILY CEASED ON ANY PORTION OF THE SITE AND WILL NOT RESUME FOR A PERIOD EXCEEDING 14 CALENDAR DAYS. STABILIZATION MUST BE COMPLETED NO LATER THAN 14 CALENDAR DAYS AFTER THE CONSTRUCTION ACTIVITY HAS CEASED. STABILIZATION IS NOT REQUIRED ON CONSTRUCTED BASE COMPONENTS OF ROADS, PARKING LOTS AND SIMILAR SURFACES. STABILIZATION IS NOT REQUIRED ON TEMPORARY STOCKPILES WITHOUT SIGNIFICANT SILT, CLAY OR ORGANIC COMPONENTS (E.G., CLEAN AGGREGATE STOCKPILES, DEMOLITION CONCRETE STOCKPILES, SAND STOCKPILES) BUT PERMITTEES MUST PROVIDE SEDIMENT CONTROLS AT THE BASE OF THE STOCKPILE. 4.FOR PUBLIC WATERS THAT THE MINNESOTA DNR HAS PROMULGATED "WORK IN WATER RESTRICTIONS" DURING SPECIFIED FISH SPAWNING TIME FRAMES, PERMITTEES MUST COMPLETE STABILIZATION OF ALL EXPOSED SOIL AREAS WITHIN 200 FEET OF THE WATER'S EDGE, AND THAT DRAIN TO THESE WATERS, WITHIN 24 HOURS DURING THE RESTRICTION PERIOD. 5.PERMITTEES MUST STABILIZE THE NORMAL WETTED PERIMETER OF THE LAST 200 LINEAR FEET OF TEMPORARY OR PERMANENT DRAINAGE DITCHES OR SWALES THAT DRAIN WATER FROM THE SITE WITHIN 24 HOURS AFTER CONNECTING TO A SURFACE WATER OR PROPERTY EDGE. PERMITTEES MUST COMPLETE STABILIZATION OF REMAINING PORTIONS OF TEMPORARY OR PERMANENT DITCHES OR SWALES WITHIN 14 CALENDAR DAYS AFTER CONNECTING TO A SURFACE WATER OR PROPERTY EDGE AND CONSTRUCTION IN THAT PORTION OF THE DITCH TEMPORARILY OR PERMANENTLY CEASES. 6. TEMPORARY OR PERMANENT DITCHES OR SWALES BEING USED AS A SEDIMENT CONTAINMENT SYSTEM DURING CONSTRUCTION (WITH PROPERLY DESIGNED ROCK-DITCH CHECKS, BIO ROLLS, SILT DIKES, ETC.) DO NOT NEED TO BE STABILIZED. PERMITTEES MUST STABILIZE THESE AREAS WITHIN 24 HOURS AFTER THEIR USE AS A SEDIMENT CONTAINMENT SYSTEM CEASES 7. PERMITTEES MUST NOT USE MULCH, HYDROMULCH, TACKIFIER, POLYACRYLAMIDE OR SIMILAR EROSION PREVENTION PRACTICES WITHIN ANY PORTION OF THE NORMAL WETTED PERIMETER OF A TEMPORARY OR PERMANENT DRAINAGE DITCH OR SWALE SECTION WITH A CONTINUOUS SLOPE OF GREATER THAN 2 PERCENT. 8.PERMITTEES MUST PROVIDE TEMPORARY OR PERMANENT ENERGY DISSIPATION AT ALL PIPE OUTLETS WITHIN 24 HOURS AFTER CONNECTION TO A SURFACE WATER OR PERMANENT STORMWATER TREATMENT SYSTEM. 9. PERMITTEES MUST NOT DISTURB MORE LAND (I.E., PHASING) THAN CAN BE EFFECTIVELY INSPECTED AND MAINTAINED IN ACCORDANCE WITH SECTION 11. SEDIMENT CONTROL (SECTION 9): 1. PERMITTEES MUST ESTABLISH SEDIMENT CONTROL BMPS ON ALL DOWNGRADIENT PERIMETERS OF THE SITE AND DOWNGRADIENT AREAS OF THE SITE THAT DRAIN TO ANY SURFACE WATER, INCLUDING CURB AND GUTTER SYSTEMS. PERMITTEES MUST LOCATE SEDIMENT CONTROL PRACTICES UPGRADIENT OF ANY BUFFER ZONES. PERMITTEES MUST INSTALL SEDIMENT CONTROL PRACTICES BEFORE ANY UPGRADIENT LAND-DISTURBING ACTIVITIES BEGIN AND MUST KEEP THE SEDIMENT CONTROL PRACTICES IN PLACE UNTIL THEY ESTABLISH PERMANENT COVER. 2.IF DOWNGRADIENT SEDIMENT CONTROLS ARE OVERLOADED, BASED ON FREQUENT FAILURE OR EXCESSIVE MAINTENANCE REQUIREMENTS, PERMITTEES MUST INSTALL ADDITIONAL UPGRADIENT SEDIMENT CONTROL PRACTICES OR REDUNDANT BMPS TO ELIMINATE THE OVERLOADING AND AMEND THE SWPPP TO IDENTIFY THESE ADDITIONAL PRACTICES AS REQUIRED IN ITEM 6.3. 3. TEMPORARY OR PERMANENT DRAINAGE DITCHES AND SEDIMENT BASINS DESIGNED AS PART OF A SEDIMENT CONTAINMENT SYSTEM (E.G., DITCHES WITH ROCK-CHECK DAMS) REQUIRE SEDIMENT CONTROL PRACTICES ONLY AS APPROPRIATE FOR SITE CONDITIONS. 4. A FLOATING SILT CURTAIN PLACED IN THE WATER IS NOT A SEDIMENT CONTROL BMP TO SATISFY ITEM 9.2 EXCEPT WHEN WORKING ON A SHORELINE OR BELOW THE WATERLINE. IMMEDIATELY AFTER THE SHORT TERM CONSTRUCTION ACTIVITY (E.G., INSTALLATION OF RIP RAP ALONG THE SHORELINE) IN THAT AREA IS COMPLETE, PERMITTEES MUST INSTALL AN UPLAND PERIMETER CONTROL PRACTICE IF EXPOSED SOILS STILL DRAIN TO A SURFACE WATER. 5. PERMITTEES MUST RE-INSTALL ALL SEDIMENT CONTROL PRACTICES ADJUSTED OR REMOVED TO ACCOMMODATE SHORT-TERM ACTIVITIES SUCH AS CLEARING OR GRUBBING, OR PASSAGE OF VEHICLES, IMMEDIATELY AFTER THE SHORT-TERM ACTIVITY IS COMPLETED. PERMITTEES MUST RE-INSTALL SEDIMENT CONTROL PRACTICES BEFORE THE NEXT PRECIPITATION EVENT EVEN IF THE SHORT-TERM ACTIVITY IS NOT COMPLETE. 6.PERMITTEES MUST PROTECT ALL STORM DRAIN INLETS USING APPROPRIATE BMPS DURING CONSTRUCTION UNTIL THEY ESTABLISH PERMANENT COVER ON ALL AREAS WITH POTENTIAL FOR DISCHARGING TO THE INLET. 7. PERMITTEES MAY REMOVE INLET PROTECTION FOR A PARTICULAR INLET IF A SPECIFIC SAFETY CONCERN (E.G. STREET FLOODING/FREEZING) IS IDENTIFIED BY THE PERMITTEES OR THE JURISDICTIONAL AUTHORITY (E.G., CITY/COUNTY/TOWNSHIP/MINNESOTA DEPARTMENT OF TRANSPORTATION ENGINEER). PERMITTEES MUST DOCUMENT THE NEED FOR REMOVAL IN THE SWPPP. 8. PERMITTEES MUST PROVIDE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS AT THE BASE OF STOCKPILES ON THE DOWNGRADIENT PERIMETER. 9. PERMITTEES MUST LOCATE STOCKPILES OUTSIDE OF NATURAL BUFFERS OR SURFACE WATERS, INCLUDING STORMWATER CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS UNLESS THERE IS A BYPASS IN PLACE FOR THE STORMWATER. 10. PERMITTEES MUST INSTALL A VEHICLE TRACKING BMP TO MINIMIZE THE TRACK OUT OF SEDIMENT FROM THE CONSTRUCTION SITE OR ONTO PAVED ROADS WITHIN THE SITE. 11. PERMITTEES MUST USE STREET SWEEPING IF VEHICLE TRACKING BMPS ARE NOT ADEQUATE TO PREVENT SEDIMENT TRACKING ONTO THE STREET. 12. PERMITTEES MUST INSTALL TEMPORARY SEDIMENT BASINS AS REQUIRED IN SECTION 14. 13. IN ANY AREAS OF THE SITE WHERE FINAL VEGETATIVE STABILIZATION WILL OCCUR, PERMITTEES MUST RESTRICT VEHICLE AND EQUIPMENT USE TO MINIMIZE SOIL COMPACTION. 14. PERMITTEES MUST PRESERVE TOPSOIL ON THE SITE, UNLESS INFEASIBLE. 15. PERMITTEES MUST DIRECT DISCHARGES FROM BMPS TO VEGETATED AREAS UNLESS INFEASIBLE. 16. PERMITTEES MUST PRESERVE A 50 FOOT NATURAL BUFFER OR, IF A BUFFER IS INFEASIBLE ON THE SITE, PROVIDE REDUNDANT (DOUBLE) PERIMETER SEDIMENT CONTROLS WHEN A SURFACE WATER IS LOCATED WITHIN 50 FEET OF THE PROJECT'S EARTH DISTURBANCES AND STORMWATER FLOWS TO THE SURFACE WATER. PERMITTEES MUST INSTALL PERIMETER SEDIMENT CONTROLS AT LEAST 5 FEET APART UNLESS LIMITED BY LACK OF AVAILABLE SPACE. NATURAL BUFFERS ARE NOT REQUIRED ADJACENT TO ROAD DITCHES, JUDICIAL DITCHES, COUNTY DITCHES, STORMWATER CONVEYANCE CHANNELS, STORM DRAIN INLETS, AND SEDIMENT BASINS. IF PRESERVING THE BUFFER IS INFEASIBLE, PERMITTEES MUST DOCUMENT THE REASONS IN THE SWPPP. SHEET PILING IS A REDUNDANT PERIMETER CONTROL IF INSTALLED IN A MANNER THAT RETAINS ALL STORMWATER. 17. PERMITTEES MUST USE POLYMERS, FLOCCULANTS, OR OTHER SEDIMENTATION TREATMENT CHEMICALS IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICES, DOSING SPECIFICATIONS AND SEDIMENT REMOVAL DESIGN SPECIFICATIONS PROVIDED BY THE MANUFACTURER OR SUPPLIER. THE PERMITTEES MUST USE CONVENTIONAL EROSION AND SEDIMENT CONTROLS PRIOR TO CHEMICAL ADDITION AND MUST DIRECT TREATED STORMWATER TO A SEDIMENT CONTROL SYSTEM FOR FILTRATION OR SETTLEMENT OF THE FLOC PRIOR TO DISCHARGE. DEWATERING AND BASIN DRAINING (SECTION 10): 1. PERMITTEES MUST DISCHARGE TURBID OR SEDIMENT-LADEN WATERS RELATED TO DEWATERING OR BASIN DRAINING (E.G., PUMPED DISCHARGES, TRENCH/DITCH CUTS FOR DRAINAGE) TO A TEMPORARY OR PERMANENT SEDIMENT BASIN ON THE PROJECT SITE UNLESS INFEASIBLE. PERMITTEES MAY DEWATER TO SURFACE WATERS IF THEY VISUALLY CHECK TO ENSURE ADEQUATE TREATMENT HAS BEEN OBTAINED AND NUISANCE CONDITIONS (SEE MINN. R. 7050.0210, SUBP. 2) WILL NOT RESULT FROM THE DISCHARGE. IF PERMITTEES CANNOT DISCHARGE THE WATER TO A SEDIMENTATION BASIN PRIOR TO ENTERING A SURFACE WATER, PERMITTEES MUST TREAT IT WITH APPROPRIATE BMPS SUCH THAT THE DISCHARGE DOES NOT ADVERSELY AFFECT THE SURFACE WATER OR DOWNSTREAM PROPERTIES. 2.IF PERMITTEES MUST DISCHARGE WATER CONTAINING OIL OR GREASE, THEY MUST USE AN OIL-WATER SEPARATOR OR SUITABLE FILTRATION DEVICE (E.G., CARTRIDGE FILTERS, ABSORBENTS PADS) PRIOR TO DISCHARGE. 3. PERMITTEES MUST DISCHARGE ALL WATER FROM DEWATERING OR BASIN-DRAINING ACTIVITIES IN A MANNER THAT DOES NOT CAUSE EROSION OR SCOUR IN THE IMMEDIATE VICINITY OF DISCHARGE POINTS OR INUNDATION OF WETLANDS IN THE IMMEDIATE VICINITY OF DISCHARGE POINTS THAT CAUSES SIGNIFICANT ADVERSE IMPACT TO THE WETLAND. 4.IF PERMITTEES USE FILTERS WITH BACKWASH WATER, THEY MUST HAUL THE BACKWASH WATER AWAY FOR DISPOSAL, RETURN THE BACKWASH WATER TO THE BEGINNING OF THE TREATMENT PROCESS, OR INCORPORATE THE BACKWASH WATER INTO THE SITE IN A MANNER THAT DOES NOT CAUSE EROSION. INSPECTIONS AND MAINTENANCE (SECTION 11): 1. PERMITTEES MUST ENSURE A TRAINED PERSON, AS IDENTIFIED IN ITEM 21.2.B, WILL INSPECT THE ENTIRE CONSTRUCTION SITE AT LEAST ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 1/2 INCH IN 24 HOURS. 2.PERMITTEES MUST INSPECT AND MAINTAIN ALL PERMANENT STORMWATER TREATMENT BMPS. 3. PERMITTEES MUST INSPECT ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS AND POLLUTION PREVENTION MANAGEMENT MEASURES TO ENSURE INTEGRITY AND EFFECTIVENESS. PERMITTEES MUST REPAIR, REPLACE OR SUPPLEMENT ALL NONFUNCTIONAL BMPS WITH FUNCTIONAL BMPS BY THE END OF THE NEXT BUSINESS DAY AFTER DISCOVERY UNLESS ANOTHER TIME FRAME IS SPECIFIED IN ITEM 11.5 OR 11.6. PERMITTEES MAY TAKE ADDITIONAL TIME IF FIELD CONDITIONS PREVENT ACCESS TO THE AREA. 4.DURING EACH INSPECTION, PERMITTEES MUST INSPECT SURFACE WATERS, INCLUDING DRAINAGE DITCHES AND CONVEYANCE SYSTEMS BUT NOT CURB AND GUTTER SYSTEMS, FOR EVIDENCE OF EROSION AND SEDIMENT DEPOSITION. PERMITTEES MUST REMOVE ALL DELTAS AND SEDIMENT DEPOSITED IN SURFACE WATERS, INCLUDING DRAINAGE WAYS, CATCH BASINS, AND OTHER DRAINAGE SYSTEMS AND RESTABILIZE THE AREAS WHERE SEDIMENT REMOVAL RESULTS IN EXPOSED SOIL. PERMITTEES MUST COMPLETE REMOVAL AND STABILIZATION WITHIN SEVEN (7) CALENDAR DAYS OF DISCOVERY UNLESS PRECLUDED BY LEGAL, REGULATORY, OR PHYSICAL ACCESS CONSTRAINTS. PERMITTEES MUST USE ALL REASONABLE EFFORTS TO OBTAIN ACCESS. IF PRECLUDED, REMOVAL AND STABILIZATION MUST TAKE PLACE WITHIN SEVEN (7) DAYS OF OBTAINING ACCESS. PERMITTEES ARE RESPONSIBLE FOR CONTACTING ALL LOCAL, REGIONAL, STATE AND FEDERAL AUTHORITIES AND RECEIVING ANY APPLICABLE PERMITS, PRIOR TO CONDUCTING ANY WORK IN SURFACE WATERS. 5. PERMITTEES MUST INSPECT CONSTRUCTION SITE VEHICLE EXIT LOCATIONS, STREETS AND CURB AND GUTTER SYSTEMS WITHIN AND ADJACENT TO THE PROJECT FOR SEDIMENTATION FROM EROSION OR TRACKED SEDIMENT FROM VEHICLES. PERMITTEES MUST REMOVE SEDIMENT FROM ALL PAVED SURFACES WITHIN ONE (1) CALENDAR DAY OF DISCOVERY OR, IF APPLICABLE, WITHIN A SHORTER TIME TO AVOID A SAFETY HAZARD TO USERS OF PUBLIC STREETS. 6.PERMITTEES MUST REPAIR, REPLACE OR SUPPLEMENT ALL PERIMETER CONTROL DEVICES WHEN THEY BECOME NONFUNCTIONAL OR THE SEDIMENT REACHES 1/2 OF THE HEIGHT OF THE DEVICE. 7. PERMITTEES MUST DRAIN TEMPORARY AND PERMANENT SEDIMENTATION BASINS AND REMOVE THE SEDIMENT WHEN THE DEPTH OF SEDIMENT COLLECTED IN THE BASIN REACHES 1/2 THE STORAGE VOLUME. 8. PERMITTEES MUST ENSURE THAT AT LEAST ONE INDIVIDUAL PRESENT ON THE SITE (OR AVAILABLE TO THE PROJECT SITE IN THREE (3) CALENDAR DAYS) IS TRAINED IN THE JOB DUTIES DESCRIBED IN ITEM 21.2.B. 9. PERMITTEES MAY ADJUST THE INSPECTION SCHEDULE DESCRIBED IN ITEM 11.2 AS FOLLOWS: a. INSPECTIONS OF AREAS WITH PERMANENT COVER CAN BE REDUCED TO ONCE PER MONTH, EVEN IF CONSTRUCTION ACTIVITY CONTINUES ON OTHER PORTIONS OF THE SITE; OR b. WHERE SITES HAVE PERMANENT COVER ON ALL EXPOSED SOIL AND NO CONSTRUCTION ACTIVITY IS OCCURRING ANYWHERE ON THE SITE, INSPECTIONS CAN BE REDUCED TO ONCE PER MONTH AND, AFTER 12 MONTHS, MAY BE SUSPENDED COMPLETELY UNTIL CONSTRUCTION ACTIVITY RESUMES. THE MPCA MAY REQUIRE INSPECTIONS TO RESUME IF CONDITIONS WARRANT; OR c. WHERE CONSTRUCTION ACTIVITY HAS BEEN SUSPENDED DUE TO FROZEN GROUND CONDITIONS, INSPECTIONS MAY BE SUSPENDED. INSPECTIONS MUST RESUME WITHIN 24 HOURS OF RUNOFF OCCURRING, OR UPON RESUMING CONSTRUCTION, WHICHEVER COMES FIRST. 10. PERMITTEES MUST RECORD ALL INSPECTIONS AND MAINTENANCE ACTIVITIES WITHIN 24 HOURS OF BEING CONDUCTED AND THESE RECORDS MUST BE RETAINED WITH THE SWPPP. THESE RECORDS MUST INCLUDE: a.DATE AND TIME OF INSPECTIONS; AND b. NAME OF PERSONS CONDUCTING INSPECTIONS; AND c. ACCURATE FINDINGS OF INSPECTIONS, INCLUDING THE SPECIFIC LOCATION WHERE CORRECTIVE ACTIONS ARE NEEDED; AND d. CORRECTIVE ACTIONS TAKEN (INCLUDING DATES, TIMES, AND PARTY COMPLETING MAINTENANCE ACTIVITIES); AND e. DATE OF ALL RAINFALL EVENTS GREATER THAN 1/2 INCHES IN 24 HOURS, AND THE AMOUNT OF RAINFALL FOR EACH EVENT. PERMITTEES MUST OBTAIN RAINFALL AMOUNTS BY EITHER A PROPERLY MAINTAINED RAIN GAUGE INSTALLED ONSITE, A WEATHER STATION THAT IS WITHIN ONE (1) MILE OF YOUR LOCATION, OR A WEATHER REPORTING SYSTEM THAT PROVIDES SITE SPECIFIC RAINFALL DATA FROM RADAR SUMMARIES; AND f. IF PERMITTEES OBSERVE A DISCHARGE DURING THE INSPECTION, THEY MUST RECORD AND SHOULD PHOTOGRAPH AND DESCRIBE THE LOCATION OF THE DISCHARGE (I.E., COLOR, ODOR, SETTLED OR SUSPENDED SOLIDS, OIL SHEEN, AND OTHER OBVIOUS INDICATORS OF POLLUTANTS); AND g. ANY AMENDMENTS TO THE SWPPP PROPOSED AS A RESULT OF THE INSPECTION MUST BE DOCUMENTED AS REQUIRED IN SECTION 6 WITHIN SEVEN (7) CALENDAR DAYS. POLLUTION PREVENTION MANAGEMENT (SECTION 12): 1. PERMITTEES MUST PLACE BUILDING PRODUCTS AND LANDSCAPE MATERIALS UNDER COVER (E.G., PLASTIC SHEETING OR TEMPORARY ROOFS) OR PROTECT THEM BY SIMILARLY EFFECTIVE MEANS DESIGNED TO MINIMIZE CONTACT WITH STORMWATER. PERMITTEES ARE NOT REQUIRED TO COVER OR PROTECT PRODUCTS WHICH ARE EITHER NOT A SOURCE OF CONTAMINATION TO STORMWATER OR ARE DESIGNED TO BE EXPOSED TO STORMWATER. 2.PERMITTEES MUST PLACE PESTICIDES, FERTILIZERS AND TREATMENT CHEMICALS UNDER COVER (E.G., PLASTIC SHEETING OR TEMPORARY ROOFS) OR PROTECT THEM BY SIMILARLY EFFECTIVE MEANS DESIGNED TO MINIMIZE CONTACT WITH STORMWATER. 3. PERMITTEES MUST STORE HAZARDOUS MATERIALS AND TOXIC WASTE, (INCLUDING OIL, DIESEL FUEL, GASOLINE, HYDRAULIC FLUIDS, PAINT SOLVENTS, PETROLEUM-BASED PRODUCTS, WOOD PRESERVATIVES, ADDITIVES, CURING COMPOUNDS, AND ACIDS) IN SEALED CONTAINERS TO PREVENT SPILLS, LEAKS OR OTHER DISCHARGE. STORAGE AND DISPOSAL OF HAZARDOUS WASTE MATERIALS MUST BE IN COMPLIANCE WITH MINN. R. CH. 7045 INCLUDING SECONDARY CONTAINMENT AS APPLICABLE. 4.PERMITTEES MUST PROPERLY STORE, COLLECT AND DISPOSE SOLID WASTE IN COMPLIANCE WITH MINN. R. CH. 7035. 5.PERMITTEES MUST POSITION PORTABLE TOILETS SO THEY ARE SECURE AND WILL NOT TIP OR BE KNOCKED OVER. PERMITTEES MUST PROPERLY DISPOSE SANITARY WASTE IN ACCORDANCE WITH MINN. R. CH. 7041. 6.PERMITTEES MUST TAKE REASONABLE STEPS TO PREVENT THE DISCHARGE OF SPILLED OR LEAKED CHEMICALS, INCLUDING FUEL, FROM ANY AREA WHERE CHEMICALS OR FUEL WILL BE LOADED OR UNLOADED INCLUDING THE USE OF DRIP PANS OR ABSORBENTS UNLESS INFEASIBLE. PERMITTEES MUST ENSURE ADEQUATE SUPPLIES ARE AVAILABLE AT ALL TIMES TO CLEAN UP DISCHARGED MATERIALS AND THAT AN APPROPRIATE DISPOSAL METHOD IS AVAILABLE FOR RECOVERED SPILLED MATERIALS. PERMITTEES MUST REPORT AND CLEAN UP SPILLS IMMEDIATELY AS REQUIRED BY MINN. STAT. 115.061, USING DRY CLEAN UP MEASURES WHERE POSSIBLE. 7. PERMITTEES MUST LIMIT VEHICLE EXTERIOR WASHING AND EQUIPMENT TO A DEFINED AREA OF THE SITE. PERMITTEES MUST CONTAIN RUNOFF FROM THE WASHING AREA IN A SEDIMENT BASIN OR OTHER SIMILARLY EFFECTIVE CONTROLS AND MUST DISPOSE WASTE FROM THE WASHING ACTIVITY PROPERLY. PERMITTEES MUST PROPERLY USE AND STORE SOAPS, DETERGENTS, OR SOLVENTS. 8.PERMITTEES MUST PROVIDE EFFECTIVE CONTAINMENT FOR ALL LIQUID AND SOLID WASTES GENERATED BY WASHOUT OPERATIONS (E.G., CONCRETE, STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDS AND OTHER CONSTRUCTION MATERIALS) RELATED TO THE CONSTRUCTION ACTIVITY. PERMITTEES MUST PREVENT LIQUID AND SOLID WASHOUT WASTES FROM CONTACTING THE GROUND AND MUST DESIGN THE CONTAINMENT SO IT DOES NOT RESULT IN RUNOFF FROM THE WASHOUT OPERATIONS OR AREAS. PERMITTEES MUST PROPERLY DISPOSE LIQUID AND SOLID WASTES IN COMPLIANCE WITH MPCA RULES. PERMITTEES MUST INSTALL A SIGN INDICATING THE LOCATION OF THE WASHOUT FACILITY. PERMIT TERMINATION (SECTION 4 AND SECTION 13): 1. PERMITTEES MUST SUBMIT A NOT WITHIN 30 DAYS AFTER ALL TERMINATION CONDITIONS LISTED IN SECTION 13 ARE COMPLETE. 2.PERMITTEES MUST SUBMIT A NOT WITHIN 30 DAYS AFTER SELLING OR OTHERWISE LEGALLY TRANSFERRING THE ENTIRE SITE, INCLUDING PERMIT RESPONSIBILITY FOR ROADS (E.G., STREET SWEEPING) AND STORMWATER INFRASTRUCTURE FINAL CLEAN OUT, OR TRANSFERRING PORTIONS OF A SITE TO ANOTHER PARTY. THE PERMITTEES' COVERAGE UNDER THIS PERMIT TERMINATES AT MIDNIGHT ON THE SUBMISSION DATE OF THE NOT. 3. PERMITTEES MUST COMPLETE ALL CONSTRUCTION ACTIVITY AND MUST INSTALL PERMANENT COVER OVER ALL AREAS PRIOR TO SUBMITTING THE NOT. VEGETATIVE COVER MUST CONSIST OF A UNIFORM PERENNIAL VEGETATION WITH A DENSITY OF 70 PERCENT OF ITS EXPECTED FINAL GROWTH. VEGETATION IS NOT REQUIRED WHERE THE FUNCTION OF A SPECIFIC AREA DICTATES NO VEGETATION, SUCH AS IMPERVIOUS SURFACES OR THE BASE OF A SAND FILTER. 4.PERMITTEES MUST CLEAN THE PERMANENT STORMWATER TREATMENT SYSTEM OF ANY ACCUMULATED SEDIMENT AND MUST ENSURE THE SYSTEM MEETS ALL APPLICABLE REQUIREMENTS IN SECTION 15 THROUGH 19 AND IS OPERATING AS DESIGNED. 5.PERMITTEES MUST REMOVE ALL SEDIMENT FROM CONVEYANCE SYSTEMS PRIOR TO SUBMITTING THE NOT. 6.PERMITTEES MUST REMOVE ALL TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENT CONTROL BMPS PRIOR TO SUBMITTING THE NOT. PERMITTEES MAY LEAVE BMPS DESIGNED TO DECOMPOSE ON-SITE IN PLACE. 7. FOR RESIDENTIAL CONSTRUCTION ONLY, PERMIT COVERAGE TERMINATES ON INDIVIDUAL LOTS IF THE STRUCTURES ARE FINISHED AND TEMPORARY EROSION PREVENTION AND DOWNGRADIENT PERIMETER CONTROL IS COMPLETE, THE RESIDENCE SELLS TO THE HOMEOWNER, AND THE PERMITTEE DISTRIBUTES THE MPCA'S "HOMEOWNER FACT SHEET" TO THE HOMEOWNER. 8.FOR CONSTRUCTION PROJECTS ON AGRICULTURAL LAND (E.G., PIPELINES ACROSS CROPLAND), PERMITTEES MUST RETURN THE DISTURBED LAND TO ITS PRECONSTRUCTION AGRICULTURAL USE PRIOR TO SUBMITTING THE NOT. SEED NOTES: ALL SEED MIXES AND APPLICATION SHALL BE IN ACCORDANCE WITH THE MNDOT SEEDING MANUAL. GENERAL RECOMMENDATIONS: THE CONTRACTOR IS RESPONSIBLE TO SALVAGE AND PRESERVE EXISTING TOPSOIL NECESSARY FOR FINAL STABILIZATION AND TO ALSO MINIMIZE COMPACTION IN ALL LANDSCAPE AREAS. IMMEDIATELY BEFORE SEEDING THE SOIL SHALL BE TILLED TO A MINIMUM DEPTH OF 3 INCHES. TEMPORARY EROSION CONTROL SEEDING, MULCHING & BLANKET. SEED ·TEMPORARY SEED SHALL BE MNDOT SEED MIX 21-112 (WINTER WHEAT COVER CROP) FOR WINTER AND 21-111 (OATS COVER CROP) FOR SPRING/SUMMER APPLICATIONS. BOTH SEED MIXES SHALL BE APPLIED AT A SEEDING RATE OF 100 LBS/ACRE. MULCH ·IMMEDIATELY AFTER SEEDING, WITHIN 24 HOURS, MNDOT TYPE 1 MULCH SHOULD BE APPLIED TO PROTECT AND ENHANCE SEED GERMINATION. MULCH SHALL BE APPLIED AT 90% COVERAGE (2 TONS PER ACRE OF STRAW MULCH) SLOPES ·3:1 (HORIZ/VERT.) OR FLATTER MUCH SHALL BE COVERED WITH MULCH ·SLOPES STEEPER THAN 3:1 OR DITCH BOTTOMS SHALL BE COVERED WITH EROSION CONTROL BLANKET. ·SEE PLAN FOR MORE DETAILED DITCH AND STEEP SLOPE EROSION CONTROL TREATMENTS. REVISION SUMMARY DATE DESCRIPTION UNITED PROPERTIES 250 NICOLLET MALL, SUITE 500 MINNEAPOLIS, MN 55401 DAVE YOUNG 952-837-8667 DAVE.YOUNG@UPROPERTIES.COM PROJECT NARRATIVE: PROJECT IS A REDEVELOPMENT OF AN EXISTING UNDEVELOPED SITE INTO A MULTIFAMILY BUILDING, SITE, GRADING, UTILITY, AND LANDSCAPE IMPROVEMENTS WILL OCCUR. NATIVE BUFFER NARRATIVE: PRESERVING A 50 FOOT NATURAL BUFFER AROUND WATER BODIES IS PROVIDED IN THESE PLANS. INFILTRATION NARRATIVE: INFILTRATION IS NOT PROVIDED AS PART OF THE PROJECT'S PERMANENT STORM WATER MANAGEMENT SYSTEM DUE TO THE TYPES OF SOILS PRESENT. THE SOILS PRESENT ARE CONSIDERED HYDROLOGIC SOIL GROUP "D" AND ARE NOT CONDUCIVE TO INFILTRATION. FILTRATION WILL BE PROVIDED IN LIEU OF INFILTRATION. SOIL CONTAMINATION NARRATIVE: SOILS ONSITE HAVE NOT BEEN IDENTIFIED AS CONTAMINATED. SPECIAL TMDL BMP REQUIREMENTS SITE SPECIFIC (IF REQUIRED): THIS PROJECT IS WITHIN ONE MILE AND DISCHARGES TO COOK LAKE AND IS NOT IDENTIFIED AS AN IMPAIRED WATER BODY PER THE MPCA'S 303(D) IMPAIRED WATERS LIST. PERMANENT STABILIZATION NOTES SITE SPECIFIC: PERMANENT SEED MIX ·FOR THIS PROJECT ALL AREAS THAT ARE NOT TO BE SODDED OR LANDSCAPED SHALL RECEIVE A NATIVE PERMANENT SEED MIX. ··AREAS IN BUFFERS AND ADJACENT TO OR IN WET AREAS MNDOT SEED MIX 33-261 (STORMWATER SOUTH AND WEST) AT 35 LBS PER ACRE. ··DRY AREAS MNDOT SEED MIX 35-221 (DRY PRAIRIE GENERAL) AT 40 LBS PER ACRE. ·MAINTENANCE SHALL BE IN ACCORDANCE TO THE MNDOT SEEDING MANUAL. COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PRE L I M I N A R Y : NOT F O R CON S T R U C T I O N 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 06/06/2025 CITY SUBMITTAL PROJECT MANAGER DAVID KNAEBLE CONTACT NUMBER 612-615-0060 X 703 DRAWN BY KB, DK REVIEWED BY DK PROJECT NUMBER 25133 AM I R A O F C O R C O R A N 73 3 0 B R O C K T O N L A N E , C O R C O R A N , M N 5 5 3 4 0 UN I T E D P R O P E R T I E S 25 0 N I C O L L E T M A L L , S U I T E 5 0 0 , M I N N E A P O L I S , M N 5 5 4 0 1 48776 David J. Knaeble LICENSE NO.DATE 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. 06/06/2025 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R DESIGN ENGINEER: DAVID J. KNAEBLE P.E. TRAINING COURSE: DESIGN OF SWPPP TRAINING ENTITY: UNIVERSITY OF MINNESOTA INSTRUCTOR: JOHN CHAPMAN DATES OF TRAINING COURSE: 8/22/2012- 8/23/2012 TOTAL TRAINING HOURS: 12 DATE OF RECERTIFICATION: 1/3/2025 EXPIRATION: 5/31/2028 PARTY RESPONSIBLE FOR LONG TERM OPERATION AND MAINTENANCE OF PERMANENT STORM WATER MANAGEMENT SYSTEM PERMANENT STORMWATER MANAGEMENT IS REQUIRED AS PART OF THIS PROJECT TO MEET NPDES PERMIT REQUIREMENTS. THESTORMWATER MANAGEMENT SYSTEM WAS DESIGNED AND CONSTRUCTED AS PART OF THE OVERALL DEVELOPMENT. THE HOA WILL BE RESPONSIBLE TO MAINTAIN THE STORMWATER SYSTEM. SWPPP CONTACT PERSON CONTRACTOR:SWPPP INSPECTOR TRAINING: ALL SWPPP INSPECTIONS MUST BE PERFORMED BY APERSON THAT MEETS THE TRAINING REQUIREMENTS OF THE NPDES CONSTRUCTION SITE PERMIT.TRAINING CREDENTIALS SHALL BE PROVIDED BY THE CONTRACTOR AND KEPT ON SITE WITH THE SWPPP 67 COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PRE L I M I N A R Y : NOT F O R CON S T R U C T I O N 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 06/06/2025 CITY SUBMITTAL PROJECT MANAGER DAVID KNAEBLE CONTACT NUMBER 612-615-0060 X 703 DRAWN BY KB, DK REVIEWED BY DK PROJECT NUMBER 25133 AM I R A O F C O R C O R A N 73 3 0 B R O C K T O N L A N E , C O R C O R A N , M N 5 5 3 4 0 UN I T E D P R O P E R T I E S 25 0 N I C O L L E T M A L L , S U I T E 5 0 0 , M I N N E A P O L I S , M N 5 5 4 0 1 48776 David J. Knaeble LICENSE NO.DATE 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. 06/06/2025 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R SW1.4 SWPPP - ATTACHMENTS ATTACHMENT A: SITE SPECIFIC SWPPP DOCUMENT SOILS INFORMATION GENERAL SITE INFORMATION (5.1) 1. DESCRIBE THE LOCATION AND TYPE OF ALL TEMPORARY AND PERMANENT EROSION PREVENTION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES (BMP'S). INCLUDE THE TIMING FOR INSTALLATION AND PROCEDURES USED TO ESTABLISH ADDITIONAL TEMPORARY BMP'S AS NECESSARY. (5.5) THE PROJECT IS PROTECTED BY TWO (W) MAIN BMP'S, SILT FENCE AND INLET PROTECTION DEVICES. THE SILT FENCE WILL BE INSTALLED AT THE DOWNHILL LOCATIONS OF THE SITE AND MONITORED AS NECESSARY. INLET PROTECTION DEVICES WILL BE INSTALLED IN ALL CATCH BASINS ON THE SITE AND ANY OFF SITE THAT WILL RECEIVE STORMWATER RUNOFF FROM THIS SITE. AS THE PROJECT PROGRESSES ADDITIONAL BMP'S SUCH AS EROSION CONTROL BLANKET MAY BE UTILIZED. 2. ATTACH TO THIS SWPPP A TABLE WITH THE ANTICIPATED QUANTITIES FOR THE LIFE OF THE PROJECT FOR ALL EROSION PREVENTION AND SEDIMENT CONTROL BMP'S (5.7). SEE PAGE SW1.3 3. ATTACH TO THIS SWPPP A SITE MAP THAT INCLUDES THE FOLLOWING FEATURES (5.9): EXIST AND FINAL GRADES, INCLUDING DIVIDING LINES AND DIRECTION OF FLOW FOR ALL PRE AND POST-CONSTRUCTION STORMWATER RUNOFF DRAINAGE AREAS LOCATED WITHIN THE PROJECT LIMITS. LOCATIONS OF IMPERVIOUS SURFACES AND SOIL TYPES. ·EXISTING AND FINAL GRADES, INCLUDING DIVIDING LINES AND DIRECTION OF FLOW FOR ALL PRE AND POST-CONSTRUCTION STORMWATER RUNOFF DRAINAGE AREAS LOCATED WITHIN PROJECT LIMITS. ·LOCATIONS OF AREAS NOT TO BE DISTURBED. ·LOCATION OF AREAS OF PHASED CONSTRUCTION. ·ALL SURFACE WATERS AND EXISTING WETLANDS WITHIN ONE MILE FROM THE PROJECT BOUNDARIES THAT WILL RECEIVE STORMWATER RUNOFF FROM THE SITE (IDENTIFIABLE ON MAPS SUCH AS USGS 7.5 MINUTE QUADRANGLE MAPS OR EQUIVALENT. WHERE SURFACE WATERS RECEIVING RUNOFF ASSOCIATED WITH CONSTRUCTION ACTIVITY WILL NOT FIT ON THE PLAN SHEET, THEY MUST BE IDENTIFIED WITH AN ARROW, INDICATING BOTH DIRECTION AND DISTANCE TO THE SURFACE WATER. ·METHODS TO BE USED FOR FINAL STABILIZATION OF ALL EXPOSED SOIL AREA 4. WERE STORMWATER MITIGATION MEASURES REQUIRED AS THE RESULT OF AN ENVIRONMENTAL, ARCHAEOLOGICAL, OR OTHER REQUIRED LOCAL, STATE OR FEDERAL REVIEW OF THE PROJECT? NO IF YES, DESCRIBE HOW THESE MEASURES WERE ADDRESSED IN THE SWPPP. (5.16) N/A 5. IS THE PROJECT LOCATED IN A KARST AREA SUCH THAT ADDITIONAL MEASURES WOULD BE NECESSARY TO PROJECT DRINKING WATER SUPPLY MANAGEMENT AREAS AS DESCRIBED IN MINN. R. CHAPTERS 7050 AND 7060? NO IF YES, DESCRIBE THE ADDITIONAL MEASURES TO BE USED. (SECTION 23) N/A 6. DOES THE SITE DISCHARGE TO A CALCEREOUS FEN LISTED IN MINN. R. 7050.0180, SUBP. 6.B?NO IF YES, A LETTER OF APPROVAL FROM THE MINNESOTA DEPARTMENT OF NATURAL RESOURCES MUST BE OBTAINED PRIOR TO APPLICATION FOR THIS PERMIT. 7. DOES THE SITE DISCHARGE TO A WATER THAT IS LISTED AS IMPAIRED FOR THE FOLLOWING POLLUTANT(S) OR STRESSOR(S): PHOSPHORUS, TURBIDITY, DISSOLVED OXYGEN OR BIOTIC IMPAIRMENT? USE THE SPECIAL AND IMPAIRED WATERS SEARCH TOOL AT: WWW.PCA.STATE.MN.US/WATER/STORMWATER/STORMWATER-C.HTML NO IF NO, SKIP TO TRAINING DOES THE IMPAIRED WATER HAVE AN APPROVED TOTAL MAXIMUM DAILY LOADS (TMDL) WITH AN APPROVED WASTE LOAD ALLOCATION FOR CONSTRUCTION ACTIVITY? N/A IF YES: A. LIST THE RECEIVING WATER, THE AREAS OF THE SITE DISCHARGING TO IT, AND THE POLLUTANT(S) IDENTIFIED IN THE TMDL. B. LIST THE BMP'S AND ANY OTHER SPECIFIC CONSTRUCTION STORMWATER RELATED IMPLEMENTATION ACTIVITIES IDENTIFIED IN THE TMDL. IF THE SITE HAS A DISCHARGE POINT WITHIN ONE MILE OF THE IMPAIRED WATER AND THE WATER FLOWS TO THE IMPAIRED WATER BUT NO SPECIFIC BMPS FOR CONSTRUCTION ARE IDENTIFIED IN THE TMDL, THE ADDITIONAL BMPS IN SECTION 23 MUST BE ADDED TO THE SWPPP AND IMPLEMENTED (15.19). THE ADDITIONAL BMPS ONLY APPLY TO THOSE PORTIONS OF THE PROJECT THAT DRAIN TO ONE OF THE IDENTIFIED DISCHARGE POINTS. N/A 8. IDENTIFY ADJACENT PUBLIC WATERS WHERE THE MINNESOTA DEPARTMENT OF NATURAL RESOURCES (DNR) HAS DECLARED “WORK IN WATER RESTRICTIONS” DURING FISH SPAWNING TIMEFRAMES N/A SELECTION OF A PERMANENT STORMWATER MANAGEMENT SYSTEM (SECTION 15) 1. WILL THE PROJECT CREATE A NEW CUMULATIVE IMPERVIOUS SURFACE GREATER THAN OR EQUAL TO ONE ACRE? YES IF YES, A WATER QUALITY VOLUME OF ONE INCH OF RUNOFF FROM THE CUMULATIVE NEW IMPERVIOUS SURFACES MUST BE RETAINED ON SITE (SEE 16.7 OF THE PERMIT) THROUGH INFILTRATION UNLESS PROHIBITED DUE TO ONE OF THE REASONS IN ITEMS 16.4 THROUGH 16.21. IF INFILTRATION IS PROHIBITED IDENTIFY OTHER METHOD OF MEETING WATER QUALITY REQUIREMENTS (E.G., FILTRATION SYSTEM, WET SEDIMENTATION BASIN, REGIONAL PONDING OR EQUIVALENT METHOD 2. DESCRIBE WHICH METHOD WILL BE USED TO TREAT RUNOFF FROM THE NEW IMPERVIOUS SURFACES CREATED BY THE PROJECT: INCLUDE ALL CALCULATIONS AND DESIGN INFORMATION FOR THE METHOD SELECTED. SEE SECTION 23 OF THE PERMIT FOR SPECIFIC REQUIREMENTS ASSOCIATED WITH EACH METHOD. INFILTRATION / REGIONAL PONDING CALCULATIONS ARE WITHIN THE SITE STORM WATER MANAGEMENT REPORT AND PART OF THIS SWPPP AS ATTACHMENT D. 3. IF IT IS NOT FEASIBLE TO MEET THE TREATMENT REQUIREMENT FOR THE WATER QUALITY VOLUME, DESCRIBE WHY. THIS CAN INCLUDE PROXIMITY TO BEDROCK OR ROAD PROJECTS WHERE THE LACK OF RIGHT OF WAY PRECLUDES THE INSTALLATION OF ANY PERMANENT STORMWATER MANAGEMENT PRACTICES. DESCRIBE WHAT OTHER TREATMENT, SUCH AS GRASS SWALES, SMALLER PONDS, OR GRIT CHAMBERS, WILL BE IMPLEMENTED TO TREAT RUNOFF PRIOR TO DISCHARGE TO SURFACE WATERS. (15.8) IT IS NOT FEASIBLE TO MEET REQUIREMENT FOR WATER QUALITY VOLUME. 4. FOR PROJECTS THAT DISCHARGE TO TROUT STREAMS, INCLUDING TRIBUTARIES TO TROUT STREAMS, IDENTIFY METHOD OF INCORPORATING TEMPERATURE CONTROLS INTO THE PERMANENT STORMWATER MANAGEMENT SYSTEM. N/A EROSION PREVENTION PRACTICES (SECTION 8.1) DESCRIBE THE TYPES OF TEMPORARY EROSION PREVENTION BMP'S EXPECTED TO BE IMPLEMENTED ON THIS SITE DURING CONSTRUCTION: 1. DESCRIBE CONSTRUCTION PHASING, VEGETATIVE BUFFER STRIPS, HORIZONTAL SLOPE GRADING, AND OTHER CONSTRUCTION PRACTICES TO MINIMIZE EROSION. DELINEATE AREAS NOT TO BE DISTURBED (E.G., WITH FLAGS, STAKES, SIGNS, SILT FENCE, ETC.) BEFORE WORK BEGINS. SILT FENCE WILL BE INSTALLED AT THE DOWNHILL LOCATIONS OF THE SITE. 2. DESCRIBE METHODS OF TEMPORARILY STABILIZING SOILS AND SOIL STOCKPILES (E.G., MULCHES, HYDRAULIC TACKIFIERS, EROSION BLANKETS, ETC.): TEMPORARY EROSION PROTECTION WILL BE SEED AND MULCH AND EROSION BLANKETS WHERE REQUIRED, WITH PERMANENT COVER BEING EITHER SOD OR LANDSCAPE FEATURES. 3. DESCRIBE METHODS OF DISSIPATING VELOCITY ALONG STORMWATER CONVEYANCE CHANNELS AND AT CHANNEL OUTLETS (E.G., CHECK DAMS, SEDIMENT TRAPS, RIP RAP, ETC.): SOD WILL BE UTILIZED ALONG CHANNELS AND RIP RAP AT CHANNEL. 4. DESCRIBE METHODS TO BE USED FOR STABILIZATION OF DITCH AND SWALE WETTED PERIMETERS (NOTE THAT MULCH, HYDRAULIC SOIL TACKIFIERS, HYDROMULCHES, ETC. ARE NOT ACCEPTABLE SOIL STABILIZATION METHODS FOR ANY PART OF A DRAINAGE DITCH OR SWALE) FINAL STABILIZATION OF SWALES WILL BE SOD 5. DESCRIBE METHODS TO BE USED FOR ENERGY DISSIPATION AT PIPE OUTLETS (E.G., RIP RAP, SPLASH PADS, GABIONS, ETC.) RIP RAP WILL BE UTILIZED AT PIPE OUTLETS 6. DESCRIBE METHODS TO BE USED TO PROMOTE INFILTRATION AND SEDIMENT REMOVAL ON THE SITE PRIOR TO OFFSITE DISCHARGE, UNLESS INFEASIBLE (E.G., DIRECT STORMWATER FLOW TO VEGETATED AREAS): DISCONNECTED IMPERVIOUS AREA AND INFILTRATION AREAS WILL BE UTILIZED 7. FOR DRAINAGE OR DIVERSION DITCHES, DESCRIBE PRACTICES TO STABILIZE THE NORMAL WETTED PERIMETER WITHIN 200 LINEAL FEET OF THE PROPERTY EDGE OR POINT OF DISCHARGE TO SURFACE WATER. THE LAST 200 LINEAL FEET MUST BE STABILIZED WITHIN 24 HOURS AFTER CONNECTING TO SURFACE WATERS AND CONSTRUCTION IN THAT PORTION OF THE DITCH HAS TEMPORARILY OR PERMANENTLY CEASED FOR ALL DISCHARGES TO SPECIAL, IMPAIRED OR “WORK IN WATER RESTRICTIONS”. ALL OTHER REMAINING PORTIONS OF THE TEMPORARY OR PERMANENT DITCHES OR SWALES WITHIN 14 CALENDAR DAYS AFTER CONNECTING TO A SURFACE WATER, PROPERTY EDGE AND CONSTRUCTION IN THAT AREA HAS TEMPORARILY OR PERMANENTLY CEASED. N/A, NO DITCHES ON SITE 8. DESCRIBE ADDITIONAL EROSION PREVENTION MEASURES THAT WILL BE IMPLEMENTED AT THE SITE DURING CONSTRUCTION (E.G., CONSTRUCTION PHASING, MINIMIZING SOIL DISTURBANCE, VEGETATIVE BUFFERS, HORIZONTAL SLOPE GRADING, SLOPE DRAINING/TERRACING, ETC.): OTHER EROSION CONTROL PRACTICES INCLUDE BUT ARE NOT LIMITED TO; MINIMIZING SITE EXPOSURE WHEN POSSIBLE. 9. IF APPLICABLE, INCLUDE ADDITIONAL REQUIREMENTS IN APPENDIX A PART C.3 REGARDING MAINTAINING A 100-FOOT BUFFER ZONE OR INSTALLING REDUNDANT BMPS FOR PORTIONS OF THE SITE THAT DRAIN TO SPECIAL WATERS). N/A 10. IF APPLICABLE, DESCRIBE ADDITIONAL EROSION PREVENTION BMPS TO BE IMPLEMENTED AT THE SITE TO PROTECT PLANNED FILTRATION AREAS MINIMIZE SITE EXPOSURE IN AREAS ADJACENT TO FILTRATION AREAS. SEDIMENT CONTROL PRACTICES (SECTION 9.1) DESCRIBE THE METHODS OF SEDIMENT CONTROL BMPS TO BE IMPLEMENTED AT THIS SITE DURING CONSTRUCTION TO MINIMIZE SEDIMENT IMPACTS TO SURFACE WATERS, INCLUDING CURB AND GUTTER SYSTEMS 1. DESCRIBE METHODS TO BE USED FOR DOWN GRADIENT PERIMETER CONTROL: SILT FENCE WILL BE INSTALLED AROUND THE ENTIRE PERIMETER OF THE SITE 2. DESCRIBE METHODS TO BE USED TO CONTAIN SOIL STOCKPILES: SEED AND MULCH AS WELL AS EROSION CONTROL BLANKETS WILL BE UTILIZED AS NECESSARY 3. DESCRIBE METHODS TO BE USED FOR STORM DRAIN INLET PROTECTION: SEE INLET PROTECTION DETAILS 4. DESCRIBE METHODS TO MINIMIZE VEHICLE TRACKING AT CONSTRUCTION EXITS AND STREET SWEEPING ACTIVITIES: THE PROJECT WILL UTILIZE A ROCK CONSTRUCTION ENTRANCE. 5. DESCRIBE METHODS, IF APPLICABLE, ADDITIONAL SEDIMENT CONTROLS (E.G., DIVERSION BERMS) TO BE INSTALLED TO KEEP RUNOFF AWAY FROM PLANNED INFILTRATION AREAS WHEN EXCAVATED PRIOR TO FINAL STABILIZATION OF THE CONTRIBUTING DRAINAGE AREA: SILT FENCE TO BE INSTALLED IMMEDIATELY AFTER GRADING TO PROTECT INFILTRATION AREAS. 6. DESCRIBE METHODS TO BE USED TO MINIMIZE SOIL COMPACTION AND PRESERVE TOP SOIL (UNLESS INFEASIBLE) AT THIS SITE: LIGHT TRACKED EQUIPMENT WILL BE USED, TOPSOIL WILL BE STRIPPED AND STOCKPILED 7. DESCRIBE PLANS TO PRESERVE A 50-FOOT NATURAL BUFFER BETWEEN THE PROJECT'S SOIL DISTURBANCE AND A SURFACE WATER OR PLANS FOR REDUNDANT SEDIMENT CONTROLS IF A BUFFER IS INFEASIBLE: DOUBLE ROW OF SILT FENCE WILL BE INSTALLED ALONG WETLAND. PROJECT WILL NOT DISTURB WITHIN 200 FEET OF WETLAND. 8. DESCRIBE PLANS FOR USE OF SEDIMENTATION TREATMENT CHEMICALS (E.G., POLYMERS, FLOCCULANTS, ETC.) SEE PART 9.18 OF THE PERMIT: N/A 9. IS THE PROJECT REQUIRED TO INSTALL A TEMPORARY SEDIMENT BASIN DUE TO 10 OR MORE ACRES DRAINING TO A COMMON LOCATION OR 5 ACRES OR MORE IF THE SITE IS WITHIN 1 MILE OF A SPECIAL OR IMPAIRED WATER? N/A IF YES, DESCRIBE (OR ATTACH PLANS ) SHOWING HOW THE BASIN WILL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH SECTION 14. PROPOSED FILTRATION BASINS WILL SERVE AS TEMPORARY SEDIMENTS BASINS THAT WILL THEN BE CONVERTED TO PERMANENT FILTRATIONS BASINS. DEWATERING AND BASIN DRAINING (SECTION 10.1) 1. WILL THE PROJECT INCLUDE DEWATERING OR BASIN DRAINING? NO IF YES, DESCRIBE MEASURES TO BE USED TO TREAT/DISPOSE OF TURBID OR SEDIMENT-LADEN WATER AND METHOD TO PREVENT EROSION OR SCOUR OF DISCHARGE POINTS (SEE 10.2 THROUGH 10.5 OF THE PERMIT): N/A 2. WILL THE PROJECT INCLUDE USE OF FILTERS FOR BACKWASH WATER? NO IF YES, DESCRIBE HOW FILTER BACKWASH WATER WILL BE MANAGED ON THE SITE OR PROPERLY DISPOSED (10.6): N/A ADDITIONAL BMP'S FOR SPECIAL WATERS AND DISCHARGES TO WETLANDS (SECTION 23.1) 1. SPECIAL WATERS. DOES YOUR PROJECT DISCHARGE TO SPECIAL WATERS? N/A 2. IF PROXIMITY TO BEDROCK OR ROAD PROJECTS WHERE THE LACK OF RIGHT OF WAY PRECLUDES THE INSTALLATION OF ANY OF THE PERMANENT STORMWATER MANAGEMENT PRACTICES, THEN OTHER TREATMENT SUCH AS GRASSED SWALES, SMALLER PONDS, OR GRIT CHAMBERS IS REQUIRED PRIOR TO DISCHARGE TO SURFACE WATERS. DESCRIBE WHAT OTHER TREATMENT WILL BE PROVIDED. N/A 3. DESCRIBE EROSION AND SEDIMENT CONTROLS FOR EXPOSED SOIL AREAS WITH A CONTINUOUS POSITIVE SLOPE TO A SPECIAL WATERS, AND TEMPORARY SEDIMENT BASINS FOR AREAS THAT DRAIN FIVE OR MORE ACRES DISTURBED AT ONE TIME. N/A 4. DESCRIBE THE UNDISTURBED BUFFER ZONE TO BE USED (NOT LESS THAN 100 LINEAR FEET FROM THE SPECIAL WATER). N/A 5. DESCRIBE HOW THE PERMANENT STORMWATER MANAGEMENT SYSTEM WILL ENSURE THAT THE PRE AND POST PROJECT RUNOFF RATE AND VOLUME FROM THE 1, AND 2-YEAR 24-HOUR PRECIPITATION EVENTS REMAINS THE SAME. N/A 6. DESCRIBE HOW THE PERMANENT STORMWATER MANAGEMENT SYSTEM WILL MINIMIZE ANY INCREASE IN THE TEMPERATURE OF TROUT STREAM RECEIVING WATERS RESULTING IN THE 1, AND 2-YEAR 24-HOUR PRECIPITATION EVENTS. N/A 7. WETLANDS. DOES YOUR PROJECT DISCHARGE STORMWATER WITH THE POTENTIAL FOR SIGNIFICANT ADVERSE IMPACTS TO A WETLAND (E.G., CONVERSION OF A NATURAL WETLAND TO A STORMWATER POND)? NO IF YES, DESCRIBE THE WETLAND MITIGATION SEQUENCE THAT WILL BE FOLLOWED IN ACCORDANCE WITH SECTION 22 OF THE PERMIT. N/A INSPECTIONS AND MAINTENANCE (SECTION 11.1) DESCRIBE PROCEDURES TO ROUTINELY INSPECT THE CONSTRUCTION SITE: ·ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND ·WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS, AND WITHIN (7) DAYS AFTER THAT INSPECTIONS MUST INCLUDE STABILIZED AREAS, EROSION PREVENTION,AND SEDIMENT CONTROL BMP'S AND INFILTRATION AREAS. INSPECTOR WILL FOLLOW REQUIREMENTS SPECIFIED ABOVE AND FILL OUT "ATTACHMENT B - CONSTRUCTION STORMWATER INSPECTION CHECKLIST" 1. DESCRIBE PRACTICES FOR STORAGE OF BUILDING PRODUCTS WITH A POTENTIAL TO LEACH POLLUTANTS TO MINIMIZE EXPOSURE TO STORMWATER: ALL BUILDING PRODUCTS WILL BE SEALED AND STORED IN A MANNER TO MINIMIZE EXPOSURE 2. DESCRIBE PRACTICES FOR STORAGE OF PESTICIDES, HERBICIDES, INSECTICIDES, FERTILIZERS, TREATMENT CHEMICAL, AND LANDSCAPE MATERIALS: ALL LANDSCAPE TREATMENT CHEMICALS WILL BE SEALED AND STORED IN A MANNER TO MINIMIZED EXPOSURE 3. DESCRIBE PRACTICES FOR STORAGE AND DISPOSAL OF HAZARDOUS MATERIALS OR TOXIC WASTE (E.G., OIL, FUEL, HYDRAULIC FLUIDS, PAINT SOLVENTS, PETROLEUM-BASED PRODUCTS, WOOD PRESERVATIVE, ADDITIVES, CURING COMPOUNDS, AND ACIDS) ACCORDING TO MINN. R. CH. 7045, INCLUDING RESTRICTED ACCESS AND SECONDARY CONTAINMENT: ALL HAZARDOUS WASTE WILL BE APPROPRIATELY DISPOSED OF OFF SITE ACCORDING TO LOCAL AND STATE LAWS. 4. DESCRIBE COLLECTION, STORAGE AND DISPOSAL OF SOLID WASTE IN COMPLIANCE WITH MINN. R. CH. 7035: ALL CONSTRUCTION DEBRIS AND SOLID WASTER WILL BE APPROPRIATELY DISPOSED OF OFF SITE ACCORDING TO LOCAL AND STATE LAWS 5. DESCRIBE MANAGEMENT OF PORTABLE TOILETS TO PREVENT TIPPING AND DISPOSAL OF SANITARY WASTES IN ACCORDANCE WITH MINN. R. CH. 7040: SANITARY AND SEPTIC SERVICES WILL BE PROVIDED TO WORKERS WITH PORTABLE FACILITIES MAINTAINED AS NEEDED BY THE PROVIDER. 6. DESCRIBE SPILL PREVENTION AND RESPONSE FOR FUELING AND EQUIPMENT OR VEHICLE MAINTENANCE: EMPLOYEES WILL BE TRAINED IN TECHNIQUES DESIGNED TO MINIMIZE SPILLS. VEHICLES AND EQUIPMENT SHALL BE CHECKED FOR LEAKS. 7. DESCRIBE CONTAINMENT AND DISPOSAL OF VEHICLE AND EQUIPMENT WASH WATER AND PROHIBITING ENGINE DEGREASING ON THE SITE: ALL CONSTRUCTION VEHICLES SHALL BE WASHED OFF SITE 8. DESCRIBE STORAGE AND DISPOSAL OF CONCRETE AND OTHER WASHOUT WASTES SO THAT WASTES DO NOT CONTACT THE GROUND: ALL CONCRETE WASHOUT SHALL OCCUR OFF SITE. FINAL STABILIZATION (25.22) 1. DESCRIBE METHOD OF FINAL STABILIZATION (PERMANENT COVER) OF ALL DISTURBED AREAS: FINAL STABILIZATION WILL BE ACCOMPLISHED WITH PAVEMENT, SOD AND LANDSCAPE MATERIALS. 2. DESCRIBE METHODS USED TO CLEAN ALL STORMWATER TREATMENT SYSTEMS AND STORMWATER CONVEYANCE SYSTEMS OF ACCUMULATED SEDIMENT (25.22): CLEANING OF STORMWATER TREATMENT SYSTEMS SHALL BE DONE BY HAND SUCH AS THE USE OF A SHOVEL. 3. DESCRIBE METHODS FOR REMOVING ALL TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENT CONTROL BMP'S: REMOVAL OF TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENT CONTROL BMP'S CAN BE DONE BY HAND AND PROPERLY DISPOSED OF. REVISION SUMMARY DATE DESCRIPTION PROJECT LOCATION ADDRESS 7330 BROCKTON LANE CITY/TOWNSHIP CORCORAN STATE MN COUNTY HENNIPEN ZIP CODE 55340 PROJECT SIZE XX.X ACRES LATTITUDE/LONGITUDE OF APPROX. CENTROID OF PROJECT 45.088926 N, 93.522920 W METHOD OF LAT/LONG COLLECTION ONLINE TOOL PROJECT TYPE RESIDENTIAL IMPERVIOUS SURFACES (ACRES) EXISTING 0.0 PROPOSED 2.7 DIFFERENCE 2.7 ESTIMATED CONSTRUCTION TIMELINE START JUNE 2026 END NOVEMBER 2027 CONSTRUCTION ACTIVITY MULTIFAMILY DEVELOPEMENT SOIL TYPES LEAN CLAYS, SANDY LEAN CLAYS, CLAYEY SANDS, SAND, AND SILTY CLAY MAP UNIT SYMBOL MAP UNIT NAME L22D2 LESTER LOAM, 10 TO 16 PERCENT SLOPES, MODERATELY ERODED L37B ANGUS LOAM, 2 TO 6 PERCENT SLOPES RECEIVING WATER BODIES WATER BODY ID NAME OF WATER BODY WATER BODY TYPE SPECIAL WATER (Y/N) IMPAIRED WATER (Y/N) 1 27012000 COOK LAKE LAKE N N 2 3 4 SITE LOCATION MAP - L22D2 L37B L22D2 68 COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PRE L I M I N A R Y : NOT F O R CON S T R U C T I O N 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 06/06/2025 CITY SUBMITTAL PROJECT MANAGER DAVID KNAEBLE CONTACT NUMBER 612-615-0060 X 703 DRAWN BY KB, DK REVIEWED BY DK PROJECT NUMBER 25133 AM I R A O F C O R C O R A N 73 3 0 B R O C K T O N L A N E , C O R C O R A N , M N 5 5 3 4 0 UN I T E D P R O P E R T I E S 25 0 N I C O L L E T M A L L , S U I T E 5 0 0 , M I N N E A P O L I S , M N 5 5 4 0 1 48776 David J. Knaeble LICENSE NO.DATE 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. 06/06/2025 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R SW1.5 SWPPP - ATTACHMENTS ATTACHMENT C - ABOVE-GROUND FACILITY MANAGEMENT SCHEDULE 1. ALL STORMWATER RETENTION, DETENTION AND TREATMENT BASINS MUST BE INSPECTED AT LEAST ONCE A YEAR TO DETERMINE THAT BASIN RETENTION AND TREATMENT CHARACTERISTICS ARE ADEQUATE. A STORAGE TREATMENT BASIN WILL BE CONSIDERED INADEQUATE IF SEDIMENT HAS DECREASED THE WET STORAGE VOLUME BY 50 PERCENT OR DRY STORAGE VOLUME BY 25 PERCENT OF ITS ORIGINAL DESIGN VOLUME. BASED ON THIS INSPECTION, IF A STORMWATER BASIN REQUIRES SEDIMENT CLEANOUT, THE BASIN WILL BE RESTORED TO ITS ORIGINAL DESIGN CONTOURS AND VEGETATED STATE WITHIN ONE YEAR OF THE INSPECTION DATE. 2. ALL OUTLET STRUCTURES, CULVERTS, OUTFALL STRUCTURES AND OTHER STORMWATER FACILITIES FOR WHICH MAINTENANCE REQUIREMENTS ARE NOT OTHERWISE SPECIFIED HEREIN MUST BE INSPECTED IN THE SPRING, SUMMER AND FALL OF EACH YEAR. WITHIN 30 DAYS OF THE INSPECTION DATE, ALL ACCUMULATED SEDIMENT AND DEBRIS MUST BE REMOVED SUCH THAT EACH STORMWATER FACILITY OPERATES AS DESIGNED AND PERMITTED. CONTRIBUTING DRAINAGE AREAS MUST BE KEPT CLEAR OF LITTER AND VEGETATIVE DEBRIS, INFLOW PIPES AND OVERFLOW SPILLWAYS KEPT CLEAR, INLET AREAS KEPT CLEAN, AND UNDESIRABLE VEGETATION REMOVED. EROSION IMPAIRING THE FUNCTION OR INTEGRITY OF THE FACILITIES, IF ANY, WILL BE CORRECTED, AND ANY STRUCTURAL DAMAGE IMPAIRING OR THREATENING TO IMPAIR THE FUNCTION OF THE FACILITIES MUST BE REPAIRED. 3. VOLUME CONTROL FACILITIES AND CONTRIBUTING DRAINAGE AREAS MUST BE INSPECTED EVERY THREE MONTHS DURING THE OPERATIONAL PERIOD (BETWEEN SPRING SNOWMELT AND FIRST SUBSTANTIAL SNOWFALL) AND MONITORED AFTER RAINFALL EVENTS OF 1 INCH OR MORE TO ENSURE THAT THE CONTRIBUTING DRAINAGE AREA IS CLEAR OF LITTER AND DEBRIS, INFLOW PIPES AND OVERFLOW SPILLWAYS ARE CLEAR, INLET AREAS ARE CLEAN, UNDESIRABLE VEGETATION IS REMOVED AND THERE IS NO EROSION IMPAIRING OR THREATENING TO IMPAIR THE FUNCTION OF A FACILITY. IF SEDIMENT HAS ACCUMULATED IN A INFILTRATION FEATURE, WITHIN 30 DAYS OF INSPECTION DEPOSITED SEDIMENTS MUST BE REMOVED, THE INFILTRATION CAPACITY OF THE UNDERLYING SOILS MUST BE RESTORED, AND ANY SURFACE DISTURBANCE MUST BE STABILIZED. INSPECTION MUST ENSURE THAT SEDIMENT TRAPS AND FOREBAYS ARE TRAPPING SEDIMENT AND THAT MORE THAN 50 PERCENT OF THE STORAGE VOLUME REMAINS, THE CONTRIBUTING DRAINAGE AREA IS STABLE (I.E., NO EROSION IS OBSERVED), AND INLETS AND OUTLET/OVERFLOW SPILLWAYS ARE IN GOOD CONDITIONS WITH NO EROSION. MAINTENANCE TECHNIQUES USED MUST PROTECT THE INFILTRATION CAPACITY OF THE PRACTICE BY LIMITING SOIL COMPACTION TO THE GREATEST EXTENT POSSIBLE (E.G., BY USING LOW-IMPACT EARTH-MOVING EQUIPMENT). ATTACHMENT B: SWPPP INSPECTION FORM ATTACHMENT C: MAINTENANCE PLAN FOR PERMANENT STORM WATER TREATMENT SYSTEM NOTE: THIS INSPECTION REPORT DOES NOT ADDRESS ALL ASPECTS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM/STATE DISPOSAL SYSTEM (NPDES/SDS) CONSTRUCTION STORMWATER PERMIT (PERMIT) ISSUED ON AUGUST 1, 2018. THE COMPLETION OF THIS CHECKLIST DOES NOT GUARANTEE THAT ALL PERMIT REQUIREMENTS ARE IN COMPLIANCE; IT IS THE RESPONSIBILITY OF THE PERMITTEE(S) TO READ AND UNDERSTAND THE PERMIT REQUIREMENTS. FACILITY INFORMATION SITE NAME: SITE ADDRESS: PERMIT NUMBER: CITY: STATE: ZIP CODE: INSPECTION INFORMATION INSPECTOR NAME: _______________________ PHONE NUMBER: _________________________ ORGANIZATION/COMPANY MAN: _____________________________________________________ DATE (MM/DD/YYYY): _____________________ TIME: ____________ AM / PM IS THE INSPECTOR CERTIFIED IN SEDIMENT AND EROSION CONTROL AND IS IT DOCUMENTED IN THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP)? IS THIS INSPECTION ROUTINE OR IN RESPONSE TO A STORM EVENT: RAINFALL AMOUNT (IF APPLICABLE): ____________ IS SITE WITHIN ONE AERIAL MILE OF SPECIAL OR IMPAIRED WATER THAT CAN POTENTIALLY RECEIVE DISCHARGE FROM THE SITE? IF YES, FOLLOW SECTION 23 AND OTHER APPLICABLE PERMIT REQUIREMENTS NOTE: IF N/A IS SELECTED AT ANY TIME, SPECIFY WHY IN THE COMMENT AREA FOR THAT SECTION. EROSION CONTROL REQUIREMENT (SECTION 8.1) 1. ARE SOILS STABILIZED WHERE NO CONSTRUCTION ACTIVITY HAS OCCURRED FOR 14 DAYS (INCLUDING STOCKPILES)? (7 DAYS WHERE APPLICABLE, OR 24 HOURS DURING MINNESOTA DEPARTMENT OF NATURAL RESOURCES [DNR] FISH SPAWNING RESTRICTIONS) 2. HAS THE NEED TO DISTURB STEEP SLOPES BEEN MINIMIZED? 3. IF STEEP SLOPES ARE DISTURBED, ARE STABILIZATION PRACTICES DESIGNED FOR STEEP SLOPES USED? 4. ALL DITCHES/SWALES STABILIZED 200' BACK FROM POINT OF DISCHARGE OR PROPERTY EDGE WITHIN 24 HOURS? (MULCH, HYDROMULCH, TACKIFIER, OR SIMILAR BEST MANAGEMENT PRACTICES [BMPS] ARE NOT ACCEPTABLE IN DITCHES/SWALES IF THE SLOPE IS GREATER THAN 2%)ARE APPROPRIATE BMP'S INSTALLED PROTECTING INLETS/OUTLETS? 5. DO PIPE OUTLETS HAVE ENERGY DISSIPATION (WITHIN 24 HOURS OF CONNECTION)? 6. IS CONSTRUCTION PHASING BEING FOLLOWED IN ACCORDANCE WITH THE SWPPP? 7. ARE AREAS NOT TO BE DISTURBED MARKED OFF (FLAGS, SIGNS, ETC.)? COMMENTS: SEDIMENT CONTROL REQUIREMENTS (SECTION 9.1) 1. ARE PERIMETER SEDIMENT CONTROLS INSTALLED PROPERLY ON ALL DOWN GRADIENT PERIMETERS? 2. ARE APPROPRIATE BMPS INSTALLED PROTECTING INLETS, CATCH BASINS, AND CULVERT INLETS? 3. IS A 50 FOOT NATURAL BUFFER PRESERVED AROUND ALL SURFACE WATERS DURING CONSTRUCTION? 3.1. IF NO, HAVE REDUNDANT SEDIMENT CONTROLS BEEN INSTALLED? 4. DO ALL ERODIBLE STOCKPILES HAVE PERIMETER CONTROL IN PLACE? 5. IS THERE A TEMPORARY SEDIMENT BASIN ON SITE, AND IS IT BUILT AS REQUIRED IN SECTION 14 OF THE PERMIT? 6. IS SOIL COMPACTION BEING MINIMIZED WHERE NOT DESIGNED FOR COMPACTION? 7. IS TOPSOIL BEING PRESERVED UNLESS INFEASIBLE? 8. IF CHEMICAL FLOCCULANTS ARE USED, IS THERE A CHEMICAL FLOCCULANT PLAN IN PLACE? COMMENTS: DISCLOSURES: ·AFTER DISCOVERY, THE PERMIT REQUIRES MANY OF THE DEFICIENCIES THAT MAY BE FOUND ON SITE BE CORRECTED WITHIN A SPECIFIED PERIOD OF TIME. SEE PERMIT FOR MORE DETAILS. ·THE PERMITTEE(S) IS/ARE RESPONSIBLE FOR THE INSPECTION AND MAINTENANCE OF TEMPORARY AND PERMANENT WATER QUALITY MANAGEMENT BMPS AS WELL AS EROSION PREVENTION AND SEDIMENT CONTROL BMPS UNTIL ANOTHER PERMITTEE HAS OBTAINED COVERAGE UNDER THIS PERMIT ACCORDING TO SECTION 3, OR THE PROJECT HAS MET THE TERMINATION CONDITIONS OF THE PERMIT AND A NOTICE OF TERMINATION HAS BEEN SUBMITTED TO THE MINNESOTA POLLUTION CONTROL AGENCY. Y N N/A Y N N/A 7 DAY RAIN Y N MAINTENANCE AND INSPECTIONS (SECTION 11) 1. ARE ALL PREVIOUSLY STABILIZED AREAS MAINTAINING GROUND COVER? 2. ARE PERIMETER CONTROLS MAINTAINED AND FUNCTIONING PROPERLY, SEDIMENT REMOVED WHEN ONE-HALF FULL? 3. ARE INLET PROTECTION DEVICES MAINTAINED AND ADEQUATELY PROTECTING INLETS? 4. ARE THE TEMPORARY SEDIMENT BASINS BEING MAINTAINED AND FUNCTIONING PROPERLY? 5. ARE VEHICLE TRACKING BMPS AT SITE EXISTS IN PLACE AND MAINTAINED AND FUNCTIONING PROPERLY? 6. IS ALL TRACKED SEDIMENT BEING REMOVED WITHIN 24 HOURS? 7. HAVE ALL SURFACE WATERS, DITCHES, CONVEYANCES, AND DISCHARGE POINTS BEEN INSPECTED? 8. WERE ANY DISCHARGES SEEN DURING THIS INSPECTION (I.E., SEDIMENT, TURBID WATER, OR OTHERWISE)? IF YES, RECORD THE LOCATION OF ALL POINTS OF DISCHARGE. PHOTOGRAPH AND DESCRIBE THE DISCHARGE (SIZE, COLOR, ODOR, FOAM, OIL SHEEN, TIME, ETC.). DESCRIBE HOW THE DISCHARGE WILL BE ADDRESSED. WAS THE DISCHARGE A SEDIMENT DELTA? IF YES, WILL THE DELTA BE RECOVERED WITHIN SEVEN DAYS AND IN ACCORDANCE WITH ITEM 11.5 OF THE PERMIT? COMMENTS: Y N N/A POLLUTION PREVENTION (SECTION 12) 1. ARE ALL CONSTRUCTION MATERIALS THAT CAN LEACH POLLUTANTS UNDER COVER OR PROTECTED? 2. ARE HAZARDOUS MATERIALS BEING PROPERLY STORED? 3. ARE APPROPRIATE BMPS BEING USED TO PREVENT DISCHARGES ASSOCIATED WITH FUELING AND MAINTENANCE OF EQUIPMENT OR VEHICLES? 4. ARE ALL SOLID WASTES BEING PROPERLY CONTAINED AND DISPOSED OF? 5. IS THERE A CONCRETE/OTHER MATERIAL WASHOUT AREA ON SITE AND IS IT BEING USED? 6. IS THE CONCRETE WASHOUT AREA MARKED WITH A SIGN? 7. ARE THE CONCRETE/OTHER MATERIAL WASHOUT AREAS PROPERLY MAINTAINED? COMMENTS: Y N N/A OTHER 1. IS A COPY OF THE SWPPP, INSPECTION RECORDS, AND TRAINING DOCUMENTATION LOCATED ON THE CONSTRUCTION SITE, OR CAN IT BE MADE AVAILABLE WITHIN 72 HOURS? 2. HAS THE SWPPP BEEN FOLLOWED AND IMPLEMENTED ON SITE, AND AMENDED AS NEEDED? 3. IS ANY DEWATERING OCCURRING ON SITE? IF YES, WHAT BMPS ARE BEING USED TO ENSURE THAT CLEAN WATER IS LEAVING THE SITE AND THE DISCHARGE IS NOT CAUSING EROSION OR SCOUR? 4. WILL A PERMANENT STORMWATER MANAGEMENT SYSTEM BE CREATED FOR THIS PROJECT IF REQUIRED AND IN ACCORDANCE WITH SECTION 15 OF THE PERMIT (IF ADDING AN ACRE OR MORE OF NEW IMPERVIOUS SURFACE)? IF YES, DESCRIBE: 5. IF INFILTRATION/FILTRATION SYSTEMS ARE BEING CONSTRUCTED, ARE THEY MARKED AND PROTECTED FROM COMPACTION AND SEDIMENTATION? 6. DESCRIPTION OF AREAS OF NON-COMPLIANCE NOTED DURING THE INSPECTION, REQUIRED CORRECTIVE ACTIONS, AND RECOMMENDED DATE OF COMPLETION OF CORRECTIVE ACTIONS: 7. PROPOSED AMENDMENTS TO THE SWPPP: 8. POTENTIAL AREAS OF FUTURE CONCERN: 9. ADDITIONAL COMMENTS Y N N/A Y N REVISION SUMMARY DATE DESCRIPTION 69 DN 1st Floor100' -0" Roof Bearing142' -4 3/8" 2nd Floor111' -1 7/8" 3rd Floor122' -3 3/4" 4th Floor133' -5 5/8" Vinyl windows and sliding patio doors, typ. throughout Prefinished metal HVAC louvers, painted to match adjacent exterior finish Prefinished aluminum hanging balconies and railings S4 S1 S3 S2 MBMS Aluminum storefront Cast stone sills and cap, typ. at masonry S3 S2 MB S1 MS 7' - 0" 4' - 9 " 1st Floor100' -0" Roof Bearing142' -4 3/8" 2nd Floor111' -1 7/8" 3rd Floor122' -3 3/4" 4th Floor133' -5 5/8" S1 S3 MB S2 S1 1st Floor100' -0" Roof Bearing142' -4 3/8" 2nd Floor111' -1 7/8" 3rd Floor122' -3 3/4" 4th Floor133' -5 5/8" S3 S1 S2 S4 MS MB S1 S3 MB S2 MS S2 S1 MS 3/32" = 1'-0" West Elevation - South Leg 3/32" = 1'-0" South Elevation 1st Floor100' -0" Roof Bearing142' -4 3/8" 2nd Floor111' -1 7/8" 3rd Floor122' -3 3/4" 4th Floor133' -5 5/8" Garage Floor90' -0" S1 MS S3 S2 MB CMU MS 1st Floor100' -0" Roof Bearing142' -4 3/8" 2nd Floor111' -1 7/8" 3rd Floor122' -3 3/4" 4th Floor133' -5 5/8" Garage Floor90' -0" S3 S1 S2 MB CMU MS S1 S2 3/32" = 1'-0" East Elevation 3/32" = 1'-0" Northeast Elevation S1 S3S2 MB S1 CMU 1st Floor100' -0" Roof Bearing142' -4 3/8" 2nd Floor111' -1 7/8" 3rd Floor122' -3 3/4" 4th Floor133' -5 5/8" Garage Floor90' -0" S2 S1 S1 S3 S2 MS MBCMU S1 MB S1 1st Floor100' -0" Roof Bearing142' -4 3/8" 2nd Floor111' -1 7/8" 3rd Floor122' -3 3/4" 4th Floor133' -5 5/8" S1 S3 S2 MS S4 MB MB 2023 Approved Plan 75 76 77 78 79 80 81 82 83 84 85 City of Corcoran July 10, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-72 Page 1 of 3 Motion By: Seconded By: APPROVING AN AMENDMENT TO THE APPROVED FINAL PUD DEVELOPMENT PLAN FOR “COOK LAKE HIGHLANDS” AT 7330 BROCKTON LA (PID 25-119-23-14-0026) (CITY FILE 25-022) WHEREAS, Amira Investment LLC (“the applicant”) requested approval of a planned unit development amendment (PUDA) to allow an increased impervious surface coverage and a 143-unit senior apartment building on property legally described as follows: Lot 1, Block 2, Cook Lake Highlands, Hennepin County, Minnesota, according to the recorded plat thereof WHEREAS, the Cook Lake Highland development allowed a total of 39.8% impervious surface coverage for the entire project, which is legally described as: Lot 1 and 2, Block 1, and Lot 1, Block 2, Lots 1-19, Block 3 and Outlots A to F, Cook Lake Highlands, Hennepin County, Minnesota, according to the recorded plat thereof; and WHEREAS, the applicant is requesting an increased impervious surface area on Lot 1, Block 2 from 118,056 to 122,094 square feet; and NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF CORCORAN, MINNESOTA, that the Corcoran City Council approves the request, subject to the following conditions: 1. A PUD amendment is approved for “Cook Lake Highlands,” in accordance with the plans and application received by the City on June 10, 2025 except as amended by this resolution. 2. This amendment modifies Condition 2 of Resolution 2023-33, which approved PUD flexibility for 39.8% impervious surface coverage for the entire project. The PUD is amended to allow 40.2% impervious surface coverage for the entire project. a. The PUD flexibility is required to allow increased impervious surface coverage of 4,038 sq. ft. on Lot 1, Block 2 for the Amira apartment building with the addition of a swimming pool and amenity deck. b. No changes to the maximum impervious surface coverage for Lot 1 and 2, Block 1, Lots 1-19, Block 3 and Outlots A to F, Cook Lake Highlands is approved. The parcels remain subject to the limitations as approved by Resolution 2023-33. c. The existing stormwater management plan will accommodate the increased area without changes. d. Stormwater will be directed away from Cook Lake. 86 City of Corcoran July 10, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-72 Page 2 of 3 3. A PUD amendment is approved to modify Condition 4 of Resolution 2023-3 to allow a 143- unit senior apartment building where 145 units were approved, based on the following findings: a. The building is consistent with the intent of prior PUD approvals. b. The footprint of the building is substantially similar to the approved building footprint. c. The proposed parking exceeds ordinance requirements. d. The applicant has not sufficiently demonstrated how the aesthetics of the site have been substantially enhanced to justify departure from the primary zoning regulations and the approved PUD. 4. The landscape plan must be revised to provide one overstory tree per unit (143 overstory trees). If the trees cannot be accommodated on site, the applicant shall pay a cash fee to the City so that trees may be planted at a public location as allowed by Section 1060.070, Subd. 2.G.4. of the Zoning Ordinance. 5. Colorado Blue Spruce is no longer a viable species in this area. Plans must be revised to replace those trees with an alternative species, subject to staff review. Staff recommends using a species from the list in Appendix C of the Zoning Ordinance. 6. Pool and amenity deck details must be provided for City review and approval. 7. Building material details (cutsheets and colors) must be provided for City review and approval of the PUD final plan prior to building permit. 8. The applicant shall comply with all requirements of the City Engineer’s memo, dated June 30, 2025. 9. The applicant shall enter into a Development Agreement and provide a financial guarantee to protect the work. 10. The applicant must record the resolution and development contract at Hennepin County and provide proof of recording to the City prior to issuance of building permit. 11. Any request for the City to inspect the required landscaping in order to reduce financial guarantees must be accompanied by recertification/verification of field inspection by the project Landscape Architect. A letter signed by the project Landscape Architect verifying plantings (including wetland and pond buffers) have been correctly installed in compliance with the plans and specifications will suffice. 12. Approvals shall expire within one year of the date of approval unless the applicant commences the authorized use and completes the required improvements. 87 City of Corcoran July 10, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-72 Page 3 of 3 VOTING AYE VOTING NAY McKee, Tom McKee, Tom Friedrich, Michelle Friedrich, Michelle Lanterman, Mark Lanterman, Mark Nichols, Jeremy Nichols, Jeremy Vehrenkamp, Dean Vehrenkamp, Dean Whereupon, said Resolution is hereby declared adopted on this 10th day of July 2025. ________________________________ Tom McKee - Mayor ATTEST: ____________________________________ City Seal Debra Johnson – City Clerk 88 STAFF REPORT Agenda Item: 6.f Council Meeting: July 10, 2025 Prepared By: Lauren Letsche, Engineering Development Superintendent, Topic: Corcoran Storage II Turn Lane Improvements - Geotechnical Quote Action Required: Direction Summary The Corcoran Storage II Turn Lane Improvements project includes construction of a westbound right turn lane off State Highway 55. The city has obtained quotes to provide construction material testing services. The proposals received are summarized below. The contracts for construction material testing are time and material contracts paid for the actual testing performed. Contractor Total Bid Low Haugo Geotechnical Services $4,086.00 #2 Braun Intertec $6,100.00 Staff recommends approving the quote to the low bidder Haugo Geotechnical Services in the amount of $4,086.00. Financial/Budget The project is funded by escrow for the Corcoran Storage II development. Options 1. Authorize staff to award the quote to Haugo Geotechnical Services in the amount of $4,086.00. 2. Decline. Recommendation Authorize staff to award the quote to Haugo Geotechnical Services in the amount of $4,086.00. Council Action Consider a motion to authorize staff to award the quote to Haugo Geotechnical Services in the amount of $4,086.00. Attachments 1. Haugo Proposal 25-0554 CMT Proposal Corcoran Storage II Turn Lanes.pdf 89 June 30, 2025 HGTS Project 25-0554 Ms. Lauren Letsche City of Corcoran 8200 County Road 116 Corcoran, MN 55340 Re: Proposal for Construction Materials Testing, Corcoran Storage II Turn Lanes, Corcoran, Minnesota Dear Ms. Letsche; We are pleased to present this cost estimate for the construction materials testing during the Corcoran Storage II Turn Lanes construction in Corcoran, MN It is our understanding the project will consist of constructing a new turn lane on Highway 55 near Townline Road. To aid in preparing this proposal we were provided with a Request for Proposal and the Project Manual dated June 16, 2025 prepared by Stantec. Our fees were based on the bid quantities and 2023 MnDOT Schedule of Materials Control. Scope of Services Qualified technicians will perform the proposed field tests under the direction of a licensed professional engineer. Our services will be performed on an as-needed basis as scheduled by you or your authorized representative. Based on a review of available information and discussions with you, our services will be limited to the following tasks. • If requested, observe road subgrade excavation and verify suitability of soils for road support. • Observe proof rolls of the road subgrade. • Perform compaction testing on the embankment soils. • Perform MnDOT DCPs on the aggregate base. • Collect soil samples for laboratory proctors and gradations. • Provide laboratory bituminous testing, including asphalt content, gradation and air voids. • Perform bituminous roll patterns. • Provide management services including review of field reports and communication with project team members. Cost We will provide the above-mentioned continued services for an estimated fee of $4,086. The project estimate, attached, provides a summary of the estimated hourly and unit rates associated with our scope of services. Unit rates for environmental soil testing are also included, if needed. Since our services are directly controlled by the schedule of others the actual cost of our services may vary from this estimate. The cost of our services will be based on the actual hours and/or units tested for the project. Our services will be provided over several invoicing periods. We will submit partial progress invoices as the project proceeds. Our invoices will be payable upon receipt in accordance with our attached General Conditions. 90 General Thank you for the opportunity to provide this cost estimate to you. If it is acceptable, please sign and return one copy to us and retain one copy for your records. We are also including a copy of our General Conditions which provide additional terms and are part of this agreement. If you have any questions regarding this proposal, please contact Lucas Mol (lmol@haugogts.com) at 612-297-4108. Sincerely, Haugo Geotechnical Services Lucas Mol Sr. Project Manager Attachments: Project Estimate Company Snapshot General Conditions Authorization to Proceed By: __________________________________________ Date: _______________________ Name/Title/Company: ______________________________________________________________ 91 TRIPS HOURS PER TRIP QTY UNITS PRICE($)SUM($) CODES SOIL OBSERVATIONS 203C/D EXCAVATING/FOOTING/PADS 1 3 3 HOUR 92 276 225 HELICAL OBSERVATION HOUR 92 209 PROOFROLL-SUBBASE 1 3 3 HOUR 92 276 COMPACTION TESTING 201B SANITARY SEWER HOUR 82 201B WATERMAIN HOUR 82 201B STORM SEWER HOUR 82 201A PLUMBING BACKFILL HOUR 82 201A EMBANKMENT 1 3 3 HOUR 82 246 201A AGG BASE DCPs 1 3 3 HOUR 92 276 CONCRETE TESTING 101C BUILDING FOOTINGS/PADS HOUR 82 101E WALLS HOUR 82 101D INTERIOR SLABS HOUR 82 101E PIERS HOUR 82 101A/B EXTERIOR CONCRETE HOUR 82 SPECIAL INSPECTIONS 161 FOOTINGS/PADS REINFORCEMENT HOUR 92 161 WALL REINFORCEMENT HOUR 92 161 PIER REINFORCEMENT HOUR 92 151 MASONRY INSPECTIONS HOUR 82 151 GROUTING INSPECTIONS HOUR 82 162/163 BOLTING/WELDING INSPECTIONS HOUR 150 164 FIRE PROOFING INSPECTIONS HOUR 150 COMPRESSIVE STRENGTH TESTING 102 STRUCTURAL CONCRETE CYLINDERS TEST 22 102 CONCRETE CYLINDERS TEST 22 157 MASONRY GROUT TEST 30 156 MASONRY BLOCK PRISMS TEST 165 159 MASONRY NET AREA TEST 130 107 GYPSUM CONCRETE CUBES TEST 20 105 SAMPLE PICK-UP 2 TEST 82 164 SIEVE ANALYSIS / PROCTORS 401/402 STANDARD/MODIFIED PROCTOR 1 TEST 150 150 403 SIEVE ANALYSIS 3 TEST 150 450 BITUMINOUS 303 EXTRACTION / GRADATION / AIR VOIDS 2 TEST 425 850 ROLL PATTERN 2 3 6 HOUR 82 492 304 CORE THICKNESS / DENSITY TEST 25 PROJECT DETAILS 110 TRIP CHARGE 8 TRIPS 40 320 612 PROJECT ENGINEER HOUR 150 602 PROJECT MANAGER 4 HOUR 130 520 609 PROJECT ASSISTANT 1 HOUR 66 66 TOTAL 4,086.00$ we will provide them in accordance with our standard fee schedule. Our services are directly controlled by the schedule of others, the actual cost of our services may vary from our estimate. Invoices for our services will be based on the actual numbers of hours spent on the project and the tests performed. It is difficult to predict all of the services and the quantity of services that may be required. If services are required that are not shown above, we will Table 1 Summary of Estimated Costs Corcoran, MN Project: Client: HGTS Project #25-0554 City of Corcoran Corcoran Storage II Turn Lanes HAUGO GEOTECHNICAL SERVICES 2825 CEDAR AVE S, MINNEAPOLIS, MN 55407 WEBSITE: www.haugogts.com Location: 92 Haugo GeoTechnical Services, LLC Our agreement (“Agreement”) with you consists of these General Conditions and the accompanying written proposal or authorization. 1.1 1.2 1.3 1.4 1.5 1.6 1.7 2.1 2.2 2.3 2.4 2.5 3.1 3.2 Section 1: Our Responsibilities We will provide the services specifically described in our Agreement with you. You agree that we are not responsible for services that are not fairly included in our specific undertaking. Unless otherwise agreed in writing, our findings, opinions, and recommendations will be provided to you in writing. You agree not to reply on oral findings, opinions, or recommendations without our written approval. In performing our professional services, we will use that degree of care and skill ordinarily exercised under similar circumstances by reputable members of our profession practicing in the same locality. If you direct us to deviate from our recommended procedures, you agree to hold us harmless from claims, damages, and expenses arising out of your direction. We will reference our field observations and sampling to available reference points, but we will not survey, set, or check the accuracy of those points unless we accept that duty in writing. Locations of field observations or sampling described in our report or shown on our sketches are based on information provided by others or estimates made by our personnel. You agree that such dimensions, depths, or elevations are approximations unless specifically stated otherwise in the report. You accept the inherent risk that samples or observations may change over time. Our duties do not included supervising your contractors or commenting on, overseeing, or providing the means and methods of their work, unless we accept such duties in writing. We will not be responsible for the failure of your contractors to perform in accordance with their undertakings, and the providing of our services will not relieve others of their responsibilities to you or to others. We will provide a health and safety program for our employees, but we will not be responsible for contractor, job or site health or safety unless we accept that duty in writing. You will provide, at no cost to us, appropriate site safety measures as to work areas to be observed or inspected by us. Our employees are authorized by you to refuse to work under conditions that may be unsafe. Estimates of our fees or other project costs will be based on information available to us and our experience and knowledge. Such estimates are an exercise of our professional judgment and are not guaranteed or warranted. Actual costs may vary. You should allow a contingency in addition to estimated costs. Section 2: Your Responsibilities You will provide us with prior geotechnical and other reports, specifications, plans, and information to which you have access about the site. You agree to provide us with all plans, changes in plans, and new information as to site conditions until we have completed our work. You will provide access to the site. In the course of our work some site damage is normal even when due care is exercised. We will use reasonable care to minimize damage to the site. We have not included the cost of restoration of normal damage in the estimated charges. If we notify you that radiographic or gamma ray equipment or other nuclear testing or measuring device will be used, you will be responsible for the cooperation of your employees and your contractors in observing all radiation safety standards. You will notify us of any knowledge or suspicion of the presence of hazardous or dangerous materials at the work site. If we observe or suspect the presence of contaminants not anticipated in our Agreement, we may terminate our work without liability to you or to others, and we will be paid for the services we have provided. The time our field personnel spend on the job site depends upon the scheduling of the work we are observing or testing. You agree that any changes in scheduling may result in additional costs and agree to pay for those services at the rates listed in our cost estimates. Section 3: Reports and Records We will furnish reports to you in duplicate. We retain analytical data for seven years and financial data for three years. Our reports, notes, calculations, and other documents and our computer software and data are instruments of our service to you, and may remain our property but are subject to license to you for your use in the related project for the purpose disclosed to us. Should you elect to use our reports for any purpose for which they were not intended, you agree to indemnify and hold us harmless from claims, damages, losses, and expenses, including attorney fees, arising out of such a transfer or use. At your request, we will provide endorsements or our reports or letters of reliance, but only if the recipients agree to be bound by the terms or our agreement with you and only if General Conditions Construction Material Testing and Special Inspections 93 Haugo GeoTechnical Services, LLC 3.3 3.4 4.1 4.2 4.3 4.4 4.5 4.6 5.1 5.2 5.3 5.4 5.5 5.6 we are paid the administrative fee stated in our then current Schedule of Charges. Because electronic documents may be modified intentionally or inadvertently, you agree that we will not be liable to damages resulting from change in an electronic document occurring after we transmit it to you. In case of any difference of ambiguity between an electronic and a paper document, the paper document shall govern. If you do not pay for our services in full as agreed, we may retain work not yet delivered to you and we agree to return to us all of our work that is in your possession or under you control. You agree not to use or rely upon our work for any purpose whatsoever until it is paid for i n full. Section 4: Compensation You will pay for services as agree upon or according to our then current Schedule of Charges if there is no other written agreement as to price. An estimated cost is not a firm figure. You agree to pay all sales taxes and other taxes based on your payment of our compensation. Our performance is subject to credit approval and payment of any specified retainer. You will notify us of billing disputes within 15 days. You will pay undisputed portions of invoices on receipt. You agree to pay interest on unpaid balances beginning 30 days after invoice dates at the rate of 0.5% per month, or at the maximum rate allowed by law. If you direct us to invoice another, we will do so, but you agree to be responsible for our compensation unless you provide u s with that person’s written acceptance of all terms of our Agreement and we agree to extend credit to that person and to release you. You agree to compensate us in accordance with our fee schedule if we are asked or required to respond to legal process arising out of a proceeding related to the project and as to which we are not a party. If we are delayed by factors beyond our control, or if project conditions or the scope or amount of work change, or if change d labor union conditions result in increased costs, decreased efficiency, or delays, or if the standards or methods change, we will give you timely notice and we will receive an equitable adjustment of our compensation. If you and we do not reach agreement on such compensation within 30 days of our written application, we may terminate without liability to you or others. If you fail to pay us undisputed amounts within 60 days following invoice date, we may consider the default a total breach of our Agreement and, at our opinion, terminate our duties without liability to you or to others. Section 5: Disputes, Damage and Risk Allocation Each of us will exercise good faith efforts to resolve disputes without litigation. Such efforts will include, but not be limited to, a meeting(s) attended by each party’s representative(s) empowered to resolve the dispute. Before either of us commences an action against the other, disputes (except collections) will be submitted into mediation. Neither of us will be liable for special, incidental, consequential, or punitive damages, including but not limited to those arising from delay, loss of use, loss of profits or revenue, loss of financing commitments or fees, or the cost of capital. We will not be liable for damages unless suit is commenced within two years of the date of discovery of injury or loss or within two years of the date of the completion of our services or discovery of, whichever is earlier. We will not be liable unless you have notified us of the discovery of the claimed breach of contract, negligent act, or omission within 60 days of the date of discovery and unless you have given us an opportunity to investigate and to recommend ways of mitigating damages. Removed Should either party initiate a claim to enforce the terms of this Agreement which is fully adjudicated, the prevailing party in that matter shall be entitle to recover the costs of that enforcement action, including reasonable attorneys' fees. This Agreement shall be subject to the laws of the State of Minnesota. All causes of action related to enforcement of the terms of this Agreement shall be brought in Hennepin County, Minnesota. 94 Haugo GeoTechnical Services, LLC 6.1 6.2 6.3 7.1 7.2 7.3 7.4 Section 6: General Indemnification We will indemnify and hold you harmless from and against demands, damages, and expenses to the comparative extent they are caused by our negligent acts or omissions or those negligent acts or omissions of persons for whom we are legally responsible. You will indemnify and hold us harmless from and against demands, damages, and expenses to the comparative extent they are caused by your negligent acts or omissions or those negligent acts or omissions of persons for whom you are legally responsible. Removed You agree to indemnify us against losses and costs arising out of claims of patent or copyright infringement as to any process or system that is specified or selected by you or by others on your behalf. Section 7: Miscellaneous Provisions We will provide a certificate of insurance to you upon request. This Agreement is our entire agreement. It supersedes prior agreements. It may be modified only in a writing, making specific reference to the provision modified. Neither of us will assign or transfer any interest, any claim, any cause of action, or any right against the other. Neither of us will assign or otherwise transfer or encumber any proceeds or expected proceeds or compensation from the project or project claims to any third person, whether directly or as collateral or otherwise. Our Agreement may be terminated early only in writing. We will receive an equitable adjustment of our compensation in the event of early termination. 95 STAFF REPORT Agenda Item: 6.g Council Meeting: July 10, 2025 Prepared By: Kevin Mattson, Public Works Director, Topic: Water Treatment Plant - Pay Request 26 Action Required: Approval Summary Council should review and consider the attached engineering memorandum. Staff recommends approval of Pay Request 26 to Rice Lake Construction Group in the amount of $228,855.00. Financial/Budget This project is funded by the Utility funds primarily the 2023A Bond. Options Approve Pay Request 26 for the Water Treatment Plant to Rice Lake Construction Group in the amount of $228,855.00. Decline. Recommendation Approve Pay Request 26 for the Water Treatment Plant to Rice Lake Construction Group in the amount of $228,855.00. Council Action Consider a motion to approve Pay Request 26 for the Water Treatment Plant to Rice Lake Construction Group in the amount of $228,855.00. Attachments 1. Corcoran WTP- Pay Request 26.pdf 96 Memo To: Kevin Mattson, PE, PW Director From: Ash Hammerbeck, PE Steve Hegland, PE Project/File: 227704426 Date: July 1, 2025 Subject: Corcoran WTP - Pay Application #26 Council Action Requested Staff is recommending Council approve Pay Application #26 for the Corcoran Water Treatment Plant Project to Rice Lake Construction Group in the amount of $228,855.00. Summary Rice Lake continued work on the project including SCADA owner training, sanding and patching walls, floor coating, conduit paint and pipe stenciling, chemical feed piping, doors and windows, valves, plant controls, interior fixtures and lamps, domestic pipe and penetration insulation, and obtaining the necessary utilities and materials. Rice Lake resumed work on the landscape and civil components of the plant including grading, curb & gutter. This pay request is for the work performed through 06/30/2025. The signed payment request form and pay application is attached for review. Total Contract Value to Date $ 17,200,450.25 Work Completed to Date $ 17,086,774.25 5% Retainage $ 854,338.71 Amount Paid to Date $ 16,003,580.54 Total Pay App #26 $ 228,855.00 Engineer’s Recommendation We have reviewed the request and recommend approving Pay Application #26 to Rice Lake Construction Group in the amount of $228,855.00 for the work completed and materials stored to date. 97 98 CONTINUATION SHEET AIA DOCUMENT G703 AIA Document G702, APPLICATION AND CERTIFICATION FOR PAYMENT, containing APPLICATION NO:26 Contractor's signed certification is attached.APPLICATION DATE:07/01/25 In tabulations below, amounts are stated to the nearest dollar.PERIOD TO:06/30/25 Use Column I on Contracts where variable retainage for line items may apply.ENGINEER'S PROJECT NO:173420014 A B C D E F G H I ITEM DESCRIPTION OF WORK SCHEDULED WORK COMPLETED MATERIALS TOTAL %BALANCE RETAINAGE NO.VALUE FROM PREVIOUS THIS PERIOD PRESENTLY COMPLETED (G ÷ C)TO FINISH (IF VARIABLE APPLICATION STORED AND STORED (C - G)RATE) (D + E)(NOT IN TO DATE D OR E)(D+E+F) 1 Insurance $100,000.00 $100,000.00 $100,000.00 100.00% 2 Bonds $100,000.00 $100,000.00 $100,000.00 100.00% 3 Mobilization $350,000.00 $350,000.00 $350,000.00 100.00% 4 Demobilization $50,000.00 $20,000.00 $30,000.00 $50,000.00 100.00% 5 Supervision $220,000.00 $215,000.00 $5,000.00 $220,000.00 100.00% 6 Layout/Surveying $15,000.00 $15,000.00 $15,000.00 100.00% 7 Testing $25,000.00 $25,000.00 $25,000.00 100.00% 8 Temporary Facilities $20,000.00 $20,000.00 $20,000.00 100.00% 9 Winter Conditions $50,000.00 $50,000.00 $50,000.00 100.00% 10 Safety $10,000.00 $10,000.00 $10,000.00 100.00% 11 Weekly Cleanup (Labor) $10,000.00 $9,800.00 $200.00 $10,000.00 100.00% 12 Weekly Cleanup (Material) $10,000.00 $9,800.00 $200.00 $10,000.00 100.00% 13 Final Facility Cleaning (L & M) $5,000.00 $5,000.00 $5,000.00 100.00% 14 Disinfection (L & M) $15,000.00 $15,000.00 $15,000.00 100.00% 15 Final System Startup $5,000.00 $5,000.00 $5,000.00 100.00% 16 Allowances $50,000.00 $50,000.00 17 Capital Purchase Agency Agreement Compliance $1,000.00 $1,000.00 18 Facility Record Documents $500.00 $500.00 $500.00 100.00% 19 Building Earthwork (L & M) $450,000.00 $450,000.00 $450,000.00 100.00% 20 Watertightness Testing (L&M) $20,000.00 $20,000.00 $20,000.00 100.00% 21 Structural Testing & Special Inspections (L&M) $25,000.00 $25,000.00 $25,000.00 100.00% 22 Concrete: General Conditions (L) $100,000.00 $100,000.00 $100,000.00 100.00% 23 Concrete: General Conditions (M) $100,000.00 $100,000.00 $100,000.00 100.00% 24 Footings (L) $15,000.00 $15,000.00 $15,000.00 100.00% 25 Footings (M) $25,000.00 $25,000.00 $25,000.00 100.00% 26 Waterstop (L) $20,000.00 $20,000.00 $20,000.00 100.00% 27 Waterstop (M) $20,000.00 $20,000.00 $20,000.00 100.00% 28 Detention Tank Walls (L) $80,000.00 $80,000.00 $80,000.00 100.00% 29 Detention Tank Walls (M) $80,000.00 $80,000.00 $80,000.00 100.00% 30 Detention Tank Base Slab (L) $70,000.00 $70,000.00 $70,000.00 100.00% 31 Detention Tank Base Slab (M) $70,000.00 $70,000.00 $70,000.00 100.00% 32 Filter Room Base Slab (L) $90,000.00 $90,000.00 $90,000.00 100.00% 33 Filter Room Base Slab (M) $90,000.00 $90,000.00 $90,000.00 100.00% 34 Filter Room Walls (L) $70,000.00 $70,000.00 $70,000.00 100.00% 35 Filter Room Walls (M) $70,000.00 $70,000.00 $70,000.00 100.00% 36 Lower Level Base Slab (L) $130,000.00 $130,000.00 $130,000.00 100.00% 37 Lower Level Base Slab (M) $130,000.00 $130,000.00 $130,000.00 100.00% 1 99 CONTINUATION SHEET AIA DOCUMENT G703 AIA Document G702, APPLICATION AND CERTIFICATION FOR PAYMENT, containing APPLICATION NO:26 Contractor's signed certification is attached.APPLICATION DATE:07/01/25 In tabulations below, amounts are stated to the nearest dollar.PERIOD TO:06/30/25 Use Column I on Contracts where variable retainage for line items may apply.ENGINEER'S PROJECT NO:173420014 A B C D E F G H I ITEM DESCRIPTION OF WORK SCHEDULED WORK COMPLETED MATERIALS TOTAL %BALANCE RETAINAGE NO.VALUE FROM PREVIOUS THIS PERIOD PRESENTLY COMPLETED (G ÷ C)TO FINISH (IF VARIABLE APPLICATION STORED AND STORED (C - G)RATE) (D + E)(NOT IN TO DATE D OR E)(D+E+F) 38 Main Level Base Slab (L) $90,000.00 $90,000.00 $90,000.00 100.00% 39 Main Level Base Slab (M) $90,000.00 $90,000.00 $90,000.00 100.00% 40 Main Level Walls (L) $80,000.00 $80,000.00 $80,000.00 100.00% 41 Main Level Walls (M) $80,000.00 $80,000.00 $80,000.00 100.00% 42 Upper Level Concrete Decks (L) $130,000.00 $130,000.00 $130,000.00 100.00% 43 Upper Level Concrete Decks (M) $130,000.00 $130,000.00 $130,000.00 100.00% 44 Topping Slabs (L) $40,000.00 $40,000.00 $40,000.00 100.00% 45 Topping Slabs (M) $40,000.00 $40,000.00 $40,000.00 100.00% 46 Sidewalks (L & M) $10,000.00 $5,000.00 $5,000.00 $10,000.00 100.00% 47 Misc. Walls (L) $5,000.00 $5,000.00 $5,000.00 100.00% 48 Misc. Walls (M) $5,000.00 $5,000.00 $5,000.00 100.00% 49 Building Reinforcing Steel (L) $60,000.00 $60,000.00 $60,000.00 100.00% 50 Building Reinforcing Steel (M) $60,000.00 $60,000.00 $60,000.00 100.00% 51 Precast Plank – (L) $25,000.00 $25,000.00 $25,000.00 100.00% 52 Precast Plank – (M) $100,000.00 $100,000.00 $100,000.00 100.00% 53 Rub/Patch Walls (L & M) $40,000.00 $40,000.00 $40,000.00 100.00% 54 Misc. Concrete (L & M) $5,000.00 $5,000.00 $5,000.00 100.00% 55 Water Cure (L & M) $5,000.00 $5,000.00 $5,000.00 100.00% 56 Clearwell Bottom Slab (L) $80,000.00 $80,000.00 $80,000.00 100.00% 57 Clearwell Bottom Slab (M) $80,000.00 $80,000.00 $80,000.00 100.00% 58 Clearwell Walls (L) $80,000.00 $80,000.00 $80,000.00 100.00% 59 Clearwell Walls (M) $80,000.00 $80,000.00 $80,000.00 100.00% 60 Clearwell Deck (L) $80,000.00 $80,000.00 $80,000.00 100.00% 61 Clearwell Deck (M) $80,000.00 $80,000.00 $80,000.00 100.00% 62 Clearwell Reinforcing Steel (L) $60,000.00 $60,000.00 $60,000.00 100.00% 63 Clearwell Reinforcing Steel (M) $60,000.00 $60,000.00 $60,000.00 100.00% 64 Backwash Tank Bottom Slab (L) $60,000.00 $60,000.00 $60,000.00 100.00% 65 Backwash Tank Bottom Slab (M) $60,000.00 $60,000.00 $60,000.00 100.00% 66 Backwash Tank Walls (L) $70,000.00 $70,000.00 $70,000.00 100.00% 67 Backwash Tank Walls (M) $70,000.00 $70,000.00 $70,000.00 100.00% 68 Backwash Tank Deck (L) $50,000.00 $50,000.00 $50,000.00 100.00% 69 Backwash Tank Deck (M) $50,000.00 $50,000.00 $50,000.00 100.00% 70 Backwash Tank Reinforce Steel (L) $40,000.00 $40,000.00 $40,000.00 100.00% 71 Backwash Tank Reinforce Steel(M) $40,000.00 $40,000.00 $40,000.00 100.00% 72 Concrete Outfall Structure (L) $5,000.00 $5,000.00 $5,000.00 100.00% 73 Concrete Outfall Structure (M) $5,000.00 $5,000.00 $5,000.00 100.00% 74 Masonry: General Conditions (L) $15,000.00 $15,000.00 $15,000.00 100.00% 1 10 0 CONTINUATION SHEET AIA DOCUMENT G703 AIA Document G702, APPLICATION AND CERTIFICATION FOR PAYMENT, containing APPLICATION NO:26 Contractor's signed certification is attached.APPLICATION DATE:07/01/25 In tabulations below, amounts are stated to the nearest dollar.PERIOD TO:06/30/25 Use Column I on Contracts where variable retainage for line items may apply.ENGINEER'S PROJECT NO:173420014 A B C D E F G H I ITEM DESCRIPTION OF WORK SCHEDULED WORK COMPLETED MATERIALS TOTAL %BALANCE RETAINAGE NO.VALUE FROM PREVIOUS THIS PERIOD PRESENTLY COMPLETED (G ÷ C)TO FINISH (IF VARIABLE APPLICATION STORED AND STORED (C - G)RATE) (D + E)(NOT IN TO DATE D OR E)(D+E+F) 75 Masonry: General Conditions (M) $125,000.00 $125,000.00 $125,000.00 100.00% 76 Masonry: Exterior (L) $225,000.00 $225,000.00 $225,000.00 100.00% 77 Masonry: Exterior (M) $150,000.00 $150,000.00 $150,000.00 100.00% 78 Cavity Wall Insulation (L) $10,000.00 $10,000.00 $10,000.00 100.00% 79 Cavity Wall Insulation (M) $10,000.00 $10,000.00 $10,000.00 100.00% 80 Masonry: Interior (L) $65,000.00 $65,000.00 $65,000.00 100.00% 81 Masonry: Interior (M) $65,000.00 $65,000.00 $65,000.00 100.00% 82 Metals: General Conditions (L) $15,000.00 $15,000.00 $15,000.00 100.00% 83 Metals: General Conditions (M) $175,000.00 $175,000.00 $175,000.00 100.00% 84 Exterior Handrails/Stairs/Ladders (L & M) $25,000.00 $25,000.00 $25,000.00 100.00% 85 Interior Handrails/Stairs/Ladders (L&M) $45,000.00 $45,000.00 $45,000.00 100.00% 86 Metal Grating (L) $25,000.00 $25,000.00 $25,000.00 100.00% 87 Misc. Metals (L) $25,000.00 $25,000.00 $25,000.00 100.00% 88 Interior Access Hatches (L & M) $5,000.00 $5,000.00 $5,000.00 100.00% 89 Exterior Access Hatches (L & M) $5,000.00 $5,000.00 $5,000.00 100.00% 90 Wood Trusses (L) $20,000.00 $20,000.00 $20,000.00 100.00% 91 Wood Trusses (M) $30,000.00 $30,000.00 $30,000.00 100.00% 92 Rough Carpentry (L) $65,000.00 $65,000.00 $65,000.00 100.00% 93 Rough Carpentry (M) $35,000.00 $35,000.00 $35,000.00 100.00% 94 Finish Carpentry (L) $15,000.00 $15,000.00 $15,000.00 100.00% 95 Finish Carpentry (M) $15,000.00 $15,000.00 $15,000.00 100.00% 96 Plastic Fabrication (L) $1,500.00 $1,500.00 $1,500.00 100.00% 97 Plastic Fabrication (M) $1,500.00 $1,500.00 $1,500.00 100.00% 98 Fiberglass Grating (L) $8,500.00 $8,500.00 $8,500.00 100.00% 99 Fiberglass Grating (M) $25,000.00 $25,000.00 $25,000.00 100.00% 100 Dampproofing (L & M) $45,000.00 $45,000.00 $45,000.00 100.00% 101 Membrane Waterproofing (L&M) $125,000.00 $125,000.00 $125,000.00 100.00% 102 Fluid Applied Waterproofing (L & M) $45,000.00 $45,000.00 $45,000.00 100.00% 103 Clearwell Insulation (L & M) $35,000.00 $35,000.00 $35,000.00 100.00% 104 Backwash Tank Insulation (L & M) $35,000.00 $35,000.00 $35,000.00 100.00% 105 Building Perimeter Insulation (L & M) $35,000.00 $35,000.00 $35,000.00 100.00% 106 Translucent Wall Panels (L & M) $45,000.00 $45,000.00 $45,000.00 100.00% 107 Fiber Cement Siding (L&M) $45,000.00 $45,000.00 $45,000.00 100.00% 108 TPO Roofing (L&M) $181,000.00 $181,000.00 $181,000.00 100.00% 109 Firestopping (L & M) $5,000.00 $5,000.00 $5,000.00 100.00% 110 Metal Roofing (L & M) $125,000.00 $125,000.00 $125,000.00 100.00% 111 Metal Roofing Flashing & Trim (L&M) $15,000.00 $15,000.00 $15,000.00 100.00% 1 10 1 CONTINUATION SHEET AIA DOCUMENT G703 AIA Document G702, APPLICATION AND CERTIFICATION FOR PAYMENT, containing APPLICATION NO:26 Contractor's signed certification is attached.APPLICATION DATE:07/01/25 In tabulations below, amounts are stated to the nearest dollar.PERIOD TO:06/30/25 Use Column I on Contracts where variable retainage for line items may apply.ENGINEER'S PROJECT NO:173420014 A B C D E F G H I ITEM DESCRIPTION OF WORK SCHEDULED WORK COMPLETED MATERIALS TOTAL %BALANCE RETAINAGE NO.VALUE FROM PREVIOUS THIS PERIOD PRESENTLY COMPLETED (G ÷ C)TO FINISH (IF VARIABLE APPLICATION STORED AND STORED (C - G)RATE) (D + E)(NOT IN TO DATE D OR E)(D+E+F) 112 Snow Retention System (L&M) $5,000.00 $5,000.00 $5,000.00 100.00% 113 Joint Sealers (L & M) $35,000.00 $35,000.00 $35,000.00 100.00% 114 Steel Doors and Frames (L) $25,000.00 $25,000.00 $25,000.00 100.00% 115 Steel Doors and Frames (M) $45,000.00 $45,000.00 $45,000.00 100.00% 116 FRP Doors and Frames (L) $12,000.00 $12,000.00 $12,000.00 100.00% 117 FRP Doors and Frames (M) $40,000.00 $40,000.00 $40,000.00 100.00% 118 Door Hardware (L&M) $20,000.00 $20,000.00 $20,000.00 100.00% 119 Overhead Doors (L&M) $27,000.00 $27,000.00 $27,000.00 100.00% 120 Painting (L&M) $264,000.00 $264,000.00 $264,000.00 100.00% 121 Windows (L & M) $25,000.00 $25,000.00 $25,000.00 100.00% 122 Gypsum Drywall (L & M) $5,000.00 $5,000.00 $5,000.00 100.00% 123 Acoustical Ceilings (L & M) $3,500.00 $3,500.00 $3,500.00 100.00% 124 Floor Treatment (L&M) $1,500.00 $1,500.00 $1,500.00 100.00% 125 Concrete and Masonry Sealer (L) $1,500.00 $1,500.00 $1,500.00 100.00% 126 Concrete and Masonry Sealer (M) $1,500.00 $1,500.00 $1,500.00 100.00% 127 Painting (L) $500.00 $500.00 $500.00 100.00% 128 Painting (M) $500.00 $500.00 $500.00 100.00% 129 Louvers/Vents (L & M) $13,000.00 $13,000.00 $13,000.00 100.00% 130 Signs (L & M) $5,000.00 $5,000.00 $5,000.00 100.00% 131 Subgrade Preparation (L) $15,000.00 $15,000.00 $15,000.00 100.00% 132 Aggregate Base (L & M) $25,000.00 $25,000.00 $25,000.00 100.00% 133 Site Preparation (L & M) $15,000.00 $15,000.00 $15,000.00 100.00% 134 Underground Water Main (L & M) $350,000.00 $350,000.00 $350,000.00 100.00% 135 Water Main Valves and Hydrant (L & M) $35,000.00 $35,000.00 $35,000.00 100.00% 136 Storm Sewer (L&M) $125,000.00 $125,000.00 $125,000.00 100.00% 137 Sanitary Sewer (L & M) $350,000.00 $350,000.00 $350,000.00 100.00% 138 Irrigation (L&M) $25,000.00 $25,000.00 $25,000.00 100.00% 139 Dewatering (L&M) $50,000.00 $50,000.00 $50,000.00 100.00% 140 Erosion & Sediment Control (L&M) $5,000.00 $5,000.00 $5,000.00 100.00% 141 Riprap (L&M) $5,000.00 $5,000.00 $5,000.00 100.00% 142 Flexible Paving (L&M) $95,000.00 $50,000.00 $50,000.00 52.63% $45,000.00 143 Concrete Paving (L&M) $35,000.00 $35,000.00 $35,000.00 100.00% 144 Concrete Curb & Gutter (L&M) $25,000.00 $25,000.00 $25,000.00 100.00% 145 Pavement Markings (L&M) $2,000.00 $2,000.00 146 Fences & Gates (L&M) $20,000.00 $20,000.00 $20,000.00 100.00% 147 Seeding & Restoration (L&M) $35,000.00 $30,000.00 $30,000.00 85.71% $5,000.00 148 Vegetation Establishment & Maintenance (L&M) $5,000.00 $5,000.00 $5,000.00 100.00% 1 10 2 CONTINUATION SHEET AIA DOCUMENT G703 AIA Document G702, APPLICATION AND CERTIFICATION FOR PAYMENT, containing APPLICATION NO:26 Contractor's signed certification is attached.APPLICATION DATE:07/01/25 In tabulations below, amounts are stated to the nearest dollar.PERIOD TO:06/30/25 Use Column I on Contracts where variable retainage for line items may apply.ENGINEER'S PROJECT NO:173420014 A B C D E F G H I ITEM DESCRIPTION OF WORK SCHEDULED WORK COMPLETED MATERIALS TOTAL %BALANCE RETAINAGE NO.VALUE FROM PREVIOUS THIS PERIOD PRESENTLY COMPLETED (G ÷ C)TO FINISH (IF VARIABLE APPLICATION STORED AND STORED (C - G)RATE) (D + E)(NOT IN TO DATE D OR E)(D+E+F) 149 Plants (L&M) $35,000.00 $35,000.00 $35,000.00 100.00% 150 Filter Equipment (L) $50,000.00 $50,000.00 $50,000.00 100.00% 151 Filter Equipment (M) $850,000.00 $850,000.00 $850,000.00 100.00% 152 Filter Controls (L) $50,000.00 $50,000.00 $50,000.00 100.00% 153 Filter Controls (M) $50,000.00 $50,000.00 $50,000.00 100.00% 154 Filter System Startup $2,500.00 $2,500.00 $2,500.00 100.00% 155 Filter Equipment O&M’s $500.00 $500.00 $500.00 100.00% 156 High Service Pumps (L) $15,000.00 $15,000.00 $15,000.00 100.00% 157 High Service Pumps (M) $150,000.00 $150,000.00 $150,000.00 100.00% 158 High Service Pumps O&M’s $500.00 $500.00 $500.00 100.00% 159 High Service Pumps Testing and Startup $2,500.00 $2,500.00 $2,500.00 100.00% 160 Backwash Pump (L) $5,000.00 $5,000.00 $5,000.00 100.00% 161 Backwash Pump (M) $55,000.00 $55,000.00 $55,000.00 100.00% 162 Backwash Pump Testing and Startup $2,500.00 $2,500.00 $2,500.00 100.00% 163 Backwash Pump O&M’s $500.00 $500.00 $500.00 100.00% 164 Well Pump (L) $5,000.00 $5,000.00 $5,000.00 100.00% 165 Well Pump (M) $45,000.00 $45,000.00 $45,000.00 100.00% 166 Well Pump Testing and Startup $5,000.00 $5,000.00 $5,000.00 100.00% 167 Well Pump O&M’s $500.00 $500.00 $500.00 100.00% 168 Valve Vault (L) $18,000.00 $18,000.00 $18,000.00 100.00% 169 Valve Vault (M) $18,000.00 $18,000.00 $18,000.00 100.00% 170 Pre-Engineered Building (L) $19,000.00 $19,000.00 $19,000.00 100.00% 171 Pre-Engineered Building (M) $450,000.00 $450,000.00 $450,000.00 100.00% 172 Submersible Pumps (L) $5,000.00 $5,000.00 $5,000.00 100.00% 173 Submersible Pumps (M) $20,000.00 $20,000.00 $20,000.00 100.00% 174 Submersible Pumps Testing and Startup $500.00 $500.00 $500.00 100.00% 175 Submersible Pumps O&M's $250.00 $250.00 $250.00 100.00% 176 Potassium Permanganate Feed Equipment (L) $5,000.00 $5,000.00 $5,000.00 100.00% 177 Potassium Permanganate Equipment (M) $20,000.00 $20,000.00 $20,000.00 100.00% 178 Potassium Permanganate Feed Equipment Startup $1,000.00 $1,000.00 $1,000.00 100.00% 179 Potassium PermanganateEquipment O&M’s $500.00 $500.00 $500.00 100.00% 180 Chlorine Gas Feed Equipment (L) $5,000.00 $5,000.00 $5,000.00 100.00% 181 Chlorine Gas Equipment (M) $20,000.00 $20,000.00 $20,000.00 100.00% 182 Chlorine Gas Feed Equipment Startup $1,000.00 $1,000.00 $1,000.00 100.00% 183 Chlorine Gas Equipment O&M’s $500.00 $500.00 $500.00 100.00% 184 Polyphosphate Feed Equipment (L) $5,000.00 $5,000.00 $5,000.00 100.00% 185 Polyphosphate Feed Equipment (M) $20,000.00 $20,000.00 $20,000.00 100.00% 1 10 3 CONTINUATION SHEET AIA DOCUMENT G703 AIA Document G702, APPLICATION AND CERTIFICATION FOR PAYMENT, containing APPLICATION NO:26 Contractor's signed certification is attached.APPLICATION DATE:07/01/25 In tabulations below, amounts are stated to the nearest dollar.PERIOD TO:06/30/25 Use Column I on Contracts where variable retainage for line items may apply.ENGINEER'S PROJECT NO:173420014 A B C D E F G H I ITEM DESCRIPTION OF WORK SCHEDULED WORK COMPLETED MATERIALS TOTAL %BALANCE RETAINAGE NO.VALUE FROM PREVIOUS THIS PERIOD PRESENTLY COMPLETED (G ÷ C)TO FINISH (IF VARIABLE APPLICATION STORED AND STORED (C - G)RATE) (D + E)(NOT IN TO DATE D OR E)(D+E+F) 186 Polyphosphate Feed Equipment Startup $1,000.00 $1,000.00 $1,000.00 100.00% 187 Polyphosphate Feed Equipment O&M’s $500.00 $500.00 $500.00 100.00% 188 Fluoride Feed Equipment (L) $5,000.00 $5,000.00 $5,000.00 100.00% 189 Fluoride Feed Equipment (M) $20,000.00 $20,000.00 $20,000.00 100.00% 190 Fluoride Feed Equipment Startup $1,000.00 $1,000.00 $1,000.00 100.00% 191 Fluoride Feed Equipment O&M’s $500.00 $500.00 $500.00 100.00% 192 Initial Supply of Chemicals (L&M) $15,000.00 $15,000.00 $15,000.00 100.00% 193 Blower (L) $5,000.00 $5,000.00 $5,000.00 100.00% 194 Blower (M) $35,000.00 $35,000.00 $35,000.00 100.00% 195 Blower Startup $1,000.00 $1,000.00 $1,000.00 100.00% 196 Blower O&M’s $500.00 $500.00 $500.00 100.00% 197 Blower Vibration Tests $250.00 $250.00 $250.00 100.00% 198 Cranes, Hoists, Lifting Hooks (L&M) $5,000.00 $5,000.00 $5,000.00 100.00% 199 Window Treatments (L & M) $500.00 $500.00 $500.00 100.00% 200 Lab Furniture (L & M) $1,000.00 $1,000.00 $1,000.00 100.00% 201 Magnetic Flow Meters (L&M) $5,000.00 $5,000.00 $5,000.00 100.00% 202 Magnetic Flow Meters Startup $500.00 $500.00 $500.00 100.00% 203 Magnetic Flow Meters O&M’s $500.00 $500.00 $500.00 100.00% 204 Mechanical: General Conditions $50,000.00 $50,000.00 $50,000.00 100.00% 205 Metallic Process Pipe/Fittings (L) $840,000.00 $840,000.00 $840,000.00 100.00% 206 Metallic Process Pipe/Fittings (M) $2,375,000.00 $2,375,000.00 $2,375,000.00 100.00% 207 Plastic Process Piping/Fittings (L) $150,000.00 $150,000.00 $150,000.00 100.00% 208 Plastic Process Piping/Fittings (M) $150,000.00 $150,000.00 $150,000.00 100.00% 209 Pipe Identification (L) $5,000.00 $5,000.00 $5,000.00 100.00% 210 Pipe Identification (M) $5,000.00 $5,000.00 $5,000.00 100.00% 211 Valves and Accessories (L) $25,000.00 $25,000.00 $25,000.00 100.00% 212 Valves and Accessories (M) $85,000.00 $85,000.00 $85,000.00 100.00% 213 Gauges (L) $5,000.00 $5,000.00 $5,000.00 100.00% 214 Gauges (M) $5,000.00 $5,000.00 $5,000.00 100.00% 215 Record Plan Process Drawings $250.00 $250.00 $250.00 100.00% 216 Pipe Insulation (L & M) $35,000.00 $35,000.00 $35,000.00 100.00% 217 Sanitary Below Ground (L) $45,000.00 $45,000.00 $45,000.00 100.00% 218 Sanitary Below Ground (M) $45,000.00 $45,000.00 $45,000.00 100.00% 219 Sanitary Above Ground (L) $55,000.00 $55,000.00 $55,000.00 100.00% 220 Sanitary Above Ground (M) $55,000.00 $55,000.00 $55,000.00 100.00% 221 Facility Storm Drainage (L) $35,000.00 $35,000.00 $35,000.00 100.00% 222 Facility Storm Drainage (M) $35,000.00 $35,000.00 $35,000.00 100.00% 1 10 4 CONTINUATION SHEET AIA DOCUMENT G703 AIA Document G702, APPLICATION AND CERTIFICATION FOR PAYMENT, containing APPLICATION NO:26 Contractor's signed certification is attached.APPLICATION DATE:07/01/25 In tabulations below, amounts are stated to the nearest dollar.PERIOD TO:06/30/25 Use Column I on Contracts where variable retainage for line items may apply.ENGINEER'S PROJECT NO:173420014 A B C D E F G H I ITEM DESCRIPTION OF WORK SCHEDULED WORK COMPLETED MATERIALS TOTAL %BALANCE RETAINAGE NO.VALUE FROM PREVIOUS THIS PERIOD PRESENTLY COMPLETED (G ÷ C)TO FINISH (IF VARIABLE APPLICATION STORED AND STORED (C - G)RATE) (D + E)(NOT IN TO DATE D OR E)(D+E+F) 223 Water Piping (L) $45,000.00 $45,000.00 $45,000.00 100.00% 224 Water Piping (M) $45,000.00 $45,000.00 $45,000.00 100.00% 225 Clean-Outs (L) $2,500.00 $2,500.00 $2,500.00 100.00% 226 Clean-Outs (M) $2,500.00 $2,500.00 $2,500.00 100.00% 227 Floor Drains (L) $5,000.00 $5,000.00 $5,000.00 100.00% 228 Floor Drains (M) $15,000.00 $15,000.00 $15,000.00 100.00% 229 Wall Hydrants (L) $5,000.00 $5,000.00 $5,000.00 100.00% 230 Wall Hydrants (M) $5,000.00 $5,000.00 $5,000.00 100.00% 231 Plumbing Fixtures (L) $5,000.00 $5,000.00 $5,000.00 100.00% 232 Plumbing Fixtures (M) $15,000.00 $15,000.00 $15,000.00 100.00% 233 Sump Pumps (L) $15,000.00 $15,000.00 $15,000.00 100.00% 234 Sump Pumps (M) $25,000.00 $25,000.00 $25,000.00 100.00% 235 Water Heaters (L) $5,000.00 $5,000.00 $5,000.00 100.00% 236 Water Heaters (M) $25,000.00 $25,000.00 $25,000.00 100.00% 237 Sample Taps, Lines and Valves (L) $5,000.00 $5,000.00 $5,000.00 100.00% 238 Sample Taps, Lines and Valves (M) $5,000.00 $5,000.00 $5,000.00 100.00% 239 Record Plumbing Drawings $250.00 $250.00 $250.00 100.00% 240 Sheet Metal (L) $155,000.00 $155,000.00 $155,000.00 100.00% 241 Sheet Metal (M) $25,000.00 $25,000.00 $25,000.00 100.00% 242 Chimneys (L) $5,000.00 $5,000.00 $5,000.00 100.00% 243 Chimneys (M) $5,000.00 $5,000.00 $5,000.00 100.00% 244 Dampers (L) $5,000.00 $5,000.00 $5,000.00 100.00% 245 Dampers (M) $5,000.00 $5,000.00 $5,000.00 100.00% 246 Duct Insulation (L & M) $25,000.00 $25,000.00 $25,000.00 100.00% 247 Grilles/Registers/Diffusers (L) $5,000.00 $5,000.00 $5,000.00 100.00% 248 Grilles/Registers/Diffusers (M) $5,000.00 $5,000.00 $5,000.00 100.00% 249 Fans (L) $5,000.00 $5,000.00 $5,000.00 100.00% 250 Fans (M) $5,000.00 $5,000.00 $5,000.00 100.00% 251 Fans Startup $250.00 $250.00 $250.00 100.00% 252 Fans O & M Manuals $250.00 $250.00 $250.00 100.00% 253 Rooftop Units (L) $5,000.00 $5,000.00 $5,000.00 100.00% 254 Rooftop Units (M) $25,000.00 $25,000.00 $25,000.00 100.00% 255 Unit Heaters (L) $5,000.00 $5,000.00 $5,000.00 100.00% 256 Unit Heaters (M) $25,000.00 $25,000.00 $25,000.00 100.00% 257 Unit Heaters Startup $250.00 $250.00 $250.00 100.00% 258 Unit Heaters O & M Manuals $250.00 $250.00 $250.00 100.00% 259 Dehumidifier (L) $50.00 $50.00 $50.00 100.00% 1 10 5 CONTINUATION SHEET AIA DOCUMENT G703 AIA Document G702, APPLICATION AND CERTIFICATION FOR PAYMENT, containing APPLICATION NO:26 Contractor's signed certification is attached.APPLICATION DATE:07/01/25 In tabulations below, amounts are stated to the nearest dollar.PERIOD TO:06/30/25 Use Column I on Contracts where variable retainage for line items may apply.ENGINEER'S PROJECT NO:173420014 A B C D E F G H I ITEM DESCRIPTION OF WORK SCHEDULED WORK COMPLETED MATERIALS TOTAL %BALANCE RETAINAGE NO.VALUE FROM PREVIOUS THIS PERIOD PRESENTLY COMPLETED (G ÷ C)TO FINISH (IF VARIABLE APPLICATION STORED AND STORED (C - G)RATE) (D + E)(NOT IN TO DATE D OR E)(D+E+F) 260 Dehumidifier (M) $50.00 $50.00 $50.00 100.00% 261 Dehumidifier O&M’s $50.00 $50.00 $50.00 100.00% 262 Dehumidifier Start Up $50.00 $50.00 $50.00 100.00% 263 Temperature Control (L & M) $15,000.00 $15,000.00 $15,000.00 100.00% 264 Temperature Controls Startup $5,000.00 $5,000.00 $5,000.00 100.00% 265 Temperature Controls O&M’s $250.00 $250.00 $250.00 100.00% 266 Record HVAC Drawings $250.00 $250.00 $250.00 100.00% 267 Electrical: General Conditions $300,000.00 $300,000.00 $300,000.00 100.00% 268 Temporary Electrical $50,000.00 $50,000.00 $50,000.00 100.00% 269 Plant Controls (L) $65,000.00 $65,000.00 $65,000.00 100.00% 270 Plant Controls (M) $125,000.00 $125,000.00 $125,000.00 100.00% 271 Interior Fixtures and Lamps (L) $22,000.00 $22,000.00 $22,000.00 100.00% 272 Interior Fixtures and Lamps (M) $35,000.00 $35,000.00 $35,000.00 100.00% 273 Exterior Fixtures and Lamps (L) $5,000.00 $5,000.00 $5,000.00 100.00% 274 Exterior Fixtures and Lamps (M) $10,000.00 $10,000.00 $10,000.00 100.00% 275 Distribution Equipment (L) $125,000.00 $125,000.00 $125,000.00 100.00% 276 Distribution Equipment (M) $500,000.00 $500,000.00 $500,000.00 100.00% 277 Branch/Feeder Circuits (L) $40,000.00 $40,000.00 $40,000.00 100.00% 278 Branch/Feeder Circuits (M) $25,000.00 $25,000.00 $25,000.00 100.00% 279 Generator (L) $10,000.00 $10,000.00 $10,000.00 100.00% 280 Generator (M) $125,000.00 $125,000.00 $125,000.00 100.00% 281 Fire Alarm (L&M) $1,000.00 $1,000.00 $1,000.00 100.00% 282 Security (L&M) $15,000.00 $15,000.00 $15,000.00 100.00% 283 Telephone (L&M) $5,000.00 $5,000.00 $5,000.00 100.00% 284 Card Access System (L&M) $15,000.00 $15,000.00 $15,000.00 100.00% 285 Plant Controls (L) $35,000.00 $35,000.00 $35,000.00 100.00% 286 Plant Controls (M) $125,000.00 $125,000.00 $125,000.00 100.00% 287 Computer Equipment (L&M) $70,000.00 $70,000.00 $70,000.00 100.00% 288 Electrical Record Drawings $500.00 $500.00 $500.00 100.00% 289 Plant Controls (M) $5,000.00 $5,000.00 $5,000.00 100.00% 290 Remote Site RTU’s (L) $5,000.00 $5,000.00 $5,000.00 100.00% 291 Remote Site RTU’s (M) $5,000.00 $5,000.00 $5,000.00 100.00% 292 Facility Controls Startup (L&M) $5,000.00 $5,000.00 $5,000.00 100.00% 293 Record Plant Control Documents $500.00 $500.00 294 Record Electrical Conduit and Wire Drawings $500.00 $500.00 295 Change Orders $472,250.25 $432,574.25 $30,000.00 $462,574.25 97.95% $9,676.01 1 10 6 CONTINUATION SHEET AIA DOCUMENT G703 AIA Document G702, APPLICATION AND CERTIFICATION FOR PAYMENT, containing APPLICATION NO:26 Contractor's signed certification is attached.APPLICATION DATE:07/01/25 In tabulations below, amounts are stated to the nearest dollar.PERIOD TO:06/30/25 Use Column I on Contracts where variable retainage for line items may apply.ENGINEER'S PROJECT NO:173420014 A B C D E F G H I ITEM DESCRIPTION OF WORK SCHEDULED WORK COMPLETED MATERIALS TOTAL %BALANCE RETAINAGE NO.VALUE FROM PREVIOUS THIS PERIOD PRESENTLY COMPLETED (G ÷ C)TO FINISH (IF VARIABLE APPLICATION STORED AND STORED (C - G)RATE) (D + E)(NOT IN TO DATE D OR E)(D+E+F) GRAND TOTALS $17,200,450.25 $16,845,874.25 $240,900.00 $0.00 $17,086,774.25 $113,676.01 Users may obtain validation of this document by requesting of the license a completed AIA Document D401 - Certification of Document's Authenticity 1 10 7 STAFF REPORT Agenda Item: 6.h Council Meeting: July 10, 2025 Prepared By: Kevin Mattson, Public Works Director, Topic: Water Tower - Pay Request 26 Action Required: Approval Summary Council should review and consider the attached engineering memorandum. Staff recommends approval of Pay Request 26 to Phoenix Fabricators and Erectors in the amount of $88,554.33. Financial/Budget This project is funded by the Utility funds primarily the 2023A Bond. Options Approve Pay Request 26 to Phoenix Fabricators and Erectors in the amount of $88,554.33 Decline. Recommendation Approve Pay Request 26 to Phoenix Fabricators and Erectors in the amount of $88,554.33 Council Action Consider a motion to approve Pay Request 26 to Phoenix Fabricators and Erectors in the amount of $88,554.33. Attachments 1. Corcoran Water Tower- Pay Request 26.pdf 108 Memo To: Kevin Mattson, PE, PW Director From: Steve Hegland, PE Project/File: 227705274 Date: June 27, 2025 Subject: Pay Application #26 to Phoenix Fabricators and Erectors Council Action Requested We recommend the City Council review and approve Pay Application #26 for the Corcoran Water Tower Project to Phoenix Fabricators and Erectors in the amount of $88,554.33. This pay request covers work completed from June 1, through June 30, 2025. Summary This pay request includes the final installation of the tank mixer and completion of the connection to the system which included the bacteria testing, the contractor installed insulation and finished electrical work . The signed payment request form and pay application are attached for your review. Total Contract Value to Date $4,674,756.08 Work Completed to Date $4,638,624.08 5% Retainage $231,931.20 Amount Paid to Date $4,318,138.55 Total Pay App #26 $88,554.33 Engineer’s Recommendation We recommend approving Pay Application #26 to Phoenix Fabricators and Erector’s in the amount of $88,554.33. 109 110 227705274 3927 TWENTYSIX From 06/01/25 To 06/30/25 06/30/25 A C D E F G H I J K L Item Quantity Units Unit Price ($) Value of Bid Item (C X E) ($) Estimated Quantity Incorporated in the Work Value of Work Completed to Date (E X G) ($) 1 1 LS 185,000.00 185,000.00 1.00 185,000.00 185,000.00 100% - 2 1 LS 4,000.00 4,000.00 1.00 4,000.00 4,000.00 100% - 3 1 LS 6,500.00 6,500.00 1.00 6,500.00 6,500.00 100% - 4 1 LS 4,000.00 4,000.00 1.00 4,000.00 4,000.00 100% - 5 50 CY 40.00 2,000.00 50.00 2,000.00 2,000.00 100% - 6 1 EA 5,700.00 5,700.00 1.00 5,700.00 5,700.00 100% - 7 355 LF 265.00 94,075.00 355.00 94,075.00 94,075.00 100% - 8 1 EA 31,000.00 31,000.00 1.00 31,000.00 31,000.00 100% - 9 18 LF 397.00 7,146.00 18.00 7,146.00 7,146.00 100% - 10 55 LF 117.00 6,435.00 55.00 6,435.00 6,435.00 100% - 11 2 EA 4,000.00 8,000.00 2.00 8,000.00 8,000.00 100% - 12 2 EA 8,512.00 17,024.00 2.00 17,024.00 17,024.00 100% - 13 4,000 LB 15.00 60,000.00 4,000.00 60,000.00 60,000.00 100% - 14 1 EA 1,800.00 1,800.00 1.00 1,800.00 1,800.00 100% - 15 20 SY 75.00 1,500.00 20.00 1,500.00 1,500.00 100% - 16 2 EA 1,000.00 2,000.00 2.00 2,000.00 2,000.00 100% - 17 1 LS 8,000.00 8,000.00 1.00 8,000.00 8,000.00 100% - 18 1,750 SY 2.60 4,550.00 1,750.00 4,550.00 4,550.00 100% - 19 1,625 TN 49.00 79,625.00 1,625.00 79,625.00 79,625.00 100% - 20 175 TN 190.00 33,250.00 175.00 33,250.00 33,250.00 100% - 21 225 TN 195.00 43,875.00 225.00 43,875.00 43,875.00 100% - 22 510 LF 31.00 15,810.00 510.00 15,810.00 15,810.00 100% - 23 410 LF 47.00 19,270.00 410.00 19,270.00 19,270.00 100% - 24 1,250 LF 4.50 5,625.00 1,250.00 5,625.00 5,625.00 100% - 25 1 LS 8,500.00 8,500.00 1.00 8,500.00 8,500.00 100% - 26 1.4 AC 8,220.00 11,508.00 - - 0% 11,508.00 27 11 EA 820.00 9,020.00 - - 0% 9,020.00 28 10 EA 670.00 6,700.00 - - 0% 6,700.00 29 56 EA 100.00 5,600.00 - - 0% 5,600.00 30 118 EA 28.00 3,304.00 - - 0% 3,304.00 1 1 LS 115,000.00 115,000.00 1.00 115,000.00 115,000.00 100% - 1.10 1 LS 153,000.00 153,000.00 1.00 153,000.00 153,000.00 100% - 1.11 1 LS 172,000.00 172,000.00 1.00 172,000.00 172,000.00 100% - 1.12 1 LS 194,000.00 194,000.00 1.00 194,000.00 194,000.00 100% - 1.13 1 LS 886,000.00 886,000.00 1.00 886,000.00 886,000.00 100% - 1.14 1 LS 1,216,994.00 1,216,994.00 1.00 1,216,994.00 1,216,994.00 100% - 1.15 1 LS 70,000.00 70,000.00 1.00 70,000.00 70,000.00 100% - 1.16 1 LS 380,000.00 380,000.00 1.00 380,000.00 380,000.00 100% - 1.17 1 LS 450,000.00 450,000.00 1.00 450,000.00 450,000.00 100% - 1.18 1 LS 20,000.00 20,000.00 1.00 20,000.00 -20,000.00 100%- 1.19 1 LS 8,500.00 8,500.00 1.00 8,500.00 8,500.00 100% - 6" DIP WATERMAIN, CL 52, INCLUDE POLY WRAP 6" GATE VALVE & BOX 6" HYDRANT DUCTILE IRON FITTINGS FOUNDATION TANK SHAFT TANK MATERIAL / SHOP FABRICATION AGGREGATE BASE 4' X 6' OVERFLOW SPLASHPAD CONCRETE SIDEWALK 8" BOLLARD CONCRETE DRIVEWAY APRON GEOTEXTILE FABRIC TYPE V NON WEAR Application Date: Contractor's Application for PaymentProgress Estimate - Unit Price Work Owner's Project No.: Engineer's Project No.: Contractor's Project No.: City of Corcoran Stantec Consulting Services Phoenix Fabricators & Erectors, LLC 1.0 MG Elevated Water Storage Tank Corcoran Water Tower Owner: Application Period:Application No.: Engineer: Contractor: Project: Contract: B BITUMINOUS RIBBON CURB Original Contract % of Value of Item (J / F) (%) Balance to Finish (F - J) ($) BITUMINOUS WEAR SPWEA340B BITUMINOUS BASE SPNWB330B Description Work Completed Materials Currently Stored (not in G) ($) Work Completed and Materials Stored to Date (H + I) ($) Contract Information Bid Item No. TEMPORARY ROCK CONSTRUCTION ENTRANCE PLACEMENT & REMOVAL COMMON TOPSOIL BORROW (LV) CONNECT TO EXISTING WATERMAIN 20" PVC WATER MAIN 20" PVC WATERMAIN, C900 TANK ERECTION TANK PAINTING TANK MIXING SYSTEM EROSION CONTROL ENGINEERING ALTERNATE A - 1,000,000 GALLON COMPOSITE TANK 20" GATE VALVE PART 1 SITE WORK MOBILIZATION TRAFFIC CONTROL SALVAGE, STOCKPILE & RESPREAD TOPSOIL 20" DIP WATERMAIN, CL 52, INCLUDE POLY WRAP B618 CURB SILT FENCE, MS INFILTRATION BASIN, FILTER FABRIC, 6' DRAIN TILE & 6' FLARED END SECTION MNDOT SEED MIXTURE 25-131 SHRUB 5 GAL. CONTAINER PERENNIAL 1 GAL. CONTAINER 2.5" B&B DECIDUOUS TREE 6' HT CONIFEROUS TREE BONDS / INSURANCE MOBILIZATION TANK DELIVERY Unit Price EJCDC C-620 Contractor's Application for Payment (c) 2018 National Society of Professional Engineers for EJCDC. All rights reserved.1 of 3111 227705274 3927 TWENTYSIX From 06/01/25 To 06/30/25 06/30/25 A C D E F G H I J K L Item Quantity Units Unit Price ($) Value of Bid Item (C X E) ($) Estimated Quantity Incorporated in the Work Value of Work Completed to Date (E X G) ($) Application Date: Contractor's Application for PaymentProgress Estimate - Unit Price Work Owner's Project No.: Engineer's Project No.: Contractor's Project No.: City of Corcoran Stantec Consulting Services Phoenix Fabricators & Erectors, LLC 1.0 MG Elevated Water Storage Tank Corcoran Water Tower Owner: Application Period:Application No.: Engineer: Contractor: Project: Contract: B % of Value of Item (J / F) (%) Balance to Finish (F - J) ($)Description Work Completed Materials Currently Stored (not in G) ($) Work Completed and Materials Stored to Date (H + I) ($) Contract Information Bid Item No. 1.20 1 LS 160,000.00 160,000.00 1.00 160,000.00 160,000.00 100% - 2 1 LS 25,000.00 25,000.00 1.00 25,000.00 25,000.00 100% - 3 825 CY 51.00 42,075.00 825.00 42,075.00 42,075.00 100% - 4 1 LS 120,000.00 120,000.00 1.00 120,000.00 120,000.00 100% - 4,703,386.00$ 4,667,254.00$ -$ 4,667,254.00$ 99%36,132.00$ Original Contract Totals COMMON EXCAVATION & SITE GRADING ELECTRICAL / CONTROLS LOGO ALLOWANCE STRUCTURAL FILL BELOW FOUNDATION Unit Price EJCDC C-620 Contractor's Application for Payment (c) 2018 National Society of Professional Engineers for EJCDC. All rights reserved.2 of 3112 227705274 3927 TWENTYSIX From 06/01/25 To 06/30/25 06/30/25 A C D E F G H I J K L Item Quantity Units Unit Price ($) Value of Bid Item (C X E) ($) Estimated Quantity Incorporated in the Work Value of Work Completed to Date (E X G) ($) Application Date: Contractor's Application for PaymentProgress Estimate - Unit Price Work Owner's Project No.: Engineer's Project No.: Contractor's Project No.: City of Corcoran Stantec Consulting Services Phoenix Fabricators & Erectors, LLC 1.0 MG Elevated Water Storage Tank Corcoran Water Tower Owner: Application Period:Application No.: Engineer: Contractor: Project: Contract: B % of Value of Item (J / F) (%) Balance to Finish (F - J) ($)Description Work Completed Materials Currently Stored (not in G) ($) Work Completed and Materials Stored to Date (H + I) ($) Contract Information Bid Item No. CO1 1.00 LS (19,576.92) (19,576.92) 1.00 (19,576.92) (19,576.92) 100% - CO1 1.00 LS 860.00 860.00 1.00 860.00 860.00 100% - CO3 1.00 LS (9,913.00) (9,913.00) 1.00 (9,913.00) (9,913.00) 100% - (28,629.92)$ (28,629.92)$ -$ (28,629.92)$ 100%-$ 4,674,756.08$ 4,638,624.08$ -$ 4,638,624.08$ 99%36,132.00$ Project Totals Change Order Totals Original Contract and Change Orders Change Orders DEDUCT CITY SUPPLIED 20" BV VALVE ON RISER INCREASE LOGO ALLOWANCE DEDUCT WINTER FROST CHARGES FOR ELECTRICAL SERVICE Unit Price EJCDC C-620 Contractor's Application for Payment (c) 2018 National Society of Professional Engineers for EJCDC. All rights reserved.3 of 3113 STAFF REPORT Agenda Item: 6.i Council Meeting: July 10, 2025 Prepared By: Kevin Mattson, Public Works Director, Topic: Stieg Road Improvements - Pay Request 10 Action Required: Approval Summary Council should review and consider the attached engineering memorandum. Staff recommends the City Council approve Pay Application 10 for the Stieg Road Improvements project to Fehn Companies, Inc. in the amount of $359,182.57. Financial/Budget The Stieg Road Improvements project is funded via escrow by the Amberly-Bellwether development. Options Approve Pay Request 10 for the Stieg Road Improvements project to Fehn Companies, Inc. in the amount of $359,182.57. Decline. Recommendation Approve Pay Request 10 for the Stieg Road Improvements project to Fehn Companies, Inc. in the amount of $359,182.57. Council Action Consider a motion to approve Pay Request 10 for the Stieg Road Improvements project to Fehn Companies, Inc. in the amount of $359,182.57. Attachments 1. Stieg Road Improvements- Pay Request 10.pdf 114 Memo To: Kevin Mattson, PE, PW Director From: Steve Hegland, PE Nick Wyers, PE Project/File: 227704864 Date: July 1, 2025 Subject: Pay Request #10 to Fehn Companies, Inc. – Stieg Road Improvements Council Action Requested Staff recommends the City Council Approve Pay Application #10 for the Stieg Road Improvements project to Fehn Companies, Inc. in the amount of $359,182.57. Summary Pay request #10 includes bituminous pavement and concrete removals, concrete pedestrian ramps, trail, paving, binder and wear course paving for the road as well as landscaping trees which were added with Change Order #1. Shouldering, final grading and restoration, landscape, and striping work will be completed in the upcoming weeks as the project nears completion. The signed pay request form and pay application are attached for review. Below is a summary of the work completed to date: Total Contract Value to Date $2,035,953.83 Work Completed to Date $1,997,763.07 5% Retainage $99,888.15 Amount Paid to Date $1,538,692.35 Total Pay App #10 $359,182.57 Engineer’s Recommendation We recommend approving Pay Request #10 to Fehn Companies, Inc. in the amount of $359,182.57. 115 Pay Request #10 City of Corcoran Stieg Road Improvements Project Number: 227704864 7/1/2025 LINE NO. ITEM UNIT QUANTITY UNIT PRICE TOTAL PRICE BASE BID: QUANTITY COST QUANTITY COST QUANTITY COST 1 MOBILIZATION LUMP SUM 1 $47,685.00 47,685.00$ 1 47,685.00$ 1.00 47,685.00$ 0.00 -$ 2 TRAFFIC CONTROL LUMP SUM 1 $4,794.00 4,794.00$ 1 4,794.00$ 1.00 4,794.00$ 0.00 -$ 3 CLEARING & GRUBBING TREE 21 $715.00 15,015.00$ 42.15 30,137.25$ 42.15 30,137.25$ 0.00 -$ 4 CLEARING & GRUBBING ACRE 0.15 $15,582.00 2,337.30$ 0.15 2,337.30$ 0.15 2,337.30$ 0.00 -$ 5 SALVAGE AND REINSTALL TRAFFIC SIGN EACH 8 $255.00 2,040.00$ 11 2,805.00$ 3.00 765.00$ 8.00 2,040.00$ 6 REMOVE TRAFFIC SIGN AND POST EACH 2 $40.80 81.60$ 0 -$ 0.00 -$ 0.00 -$ 7 REMOVE STORM SEWER PIPE LIN FT 252 $4.55 1,146.60$ 116 527.80$ 116.00 527.80$ 0.00 -$ 8 REMOVE 4" DRAINTILE LIN FT 548 $3.50 1,918.00$ 548 1,918.00$ 548.00 1,918.00$ 0.00 -$ 9 REMOVE PIPE APRON EACH 10 $137.70 1,377.00$ 4 550.80$ 4.00 550.80$ 0.00 -$ 10 REMOVE CURB AND GUTTER LIN FT 10 $5.80 58.00$ 38 220.40$ 38.00 220.40$ 0.00 -$ 11 REMOVE CONCRETE DRIVEWAY PAVEMENT SQ YD 40 $6.95 278.00$ 0 -$ 0.00 -$ 0.00 -$ 12 REMOVE CONCRETE PAVEMENT SQ YD 10 $12.00 120.00$ 0 -$ 0.00 -$ 0.00 -$ 13 SAWING CONCRETE PAVEMENT (FULL DEPTH) LIN FT 40 $6.20 248.00$ 0 -$ 0.00 -$ 0.00 -$ 14 REMOVE BITUMINOUS DRIVEWAY PAVEMENT SQ YD 110 $3.10 341.00$ 110 341.00$ 110.00 341.00$ 0.00 -$ 15 REMOVE BITUMINOUS TRAIL PAVEMENT SQ YD 100 $3.40 340.00$ 200 680.00$ 0.00 -$ 200.00 680.00$ 16 REMOVE BITUMINOUS PAVEMENT SQ YD 1190 $1.75 2,082.50$ 0 -$ 0.00 -$ 0.00 -$ 17 EDGE MILL BITUMINOUS PAVEMENT SQ YD 50.00 $25.50 1,275.00$ 108 2,754.00$ 0.00 -$ 108.00 2,754.00$ 18 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LIN FT 150 $2.00 300.00$ 150 300.00$ 150.00 300.00$ 0.00 -$ 19 REMOVE PAVEMENT MARKINGS LUMP SUM 1 $3,060.00 3,060.00$ 1 3,060.00$ 0.00 -$ 1.00 3,060.00$ 20 4" SCHEDULE 80 CONDUIT CROSSING LIN FT 560 $11.20 6,272.00$ 370 4,144.00$ 370.00 4,144.00$ 0.00 -$ 21 RELOCATE PRIVATE IRRIGATION SYSTEM EACH 1 $3,595.00 3,595.00$ 0 -$ 0.00 -$ 0.00 -$ 22 TEMPORARY MAILBOXES LUMP SUM 1 $1,233.00 1,233.00$ 1 1,233.00$ 1.00 1,233.00$ 0.00 -$ 23 STREET SWEEPER (WITH PICKUP BROOM) HOUR 25 $165.00 4,125.00$ 3 495.00$ 0.00 -$ 3.00 495.00$ 24 WATER FOR DUST CONTROL MGAL 50 $76.00 3,800.00$ 20 1,520.00$ 20.00 1,520.00$ 0.00 -$ 25 SALVAGE AND REINSTALL MAILBOXES EACH 12 $231.00 2,772.00$ 15 3,465.00$ 15.00 3,465.00$ 0.00 -$ 26 SALAVAGE AND RELOCATE FENCE LIN FT 324 $31.00 10,044.00$ 100 3,100.00$ 100.00 3,100.00$ 0.00 -$ 27 SALVAGE AND RELOCATE HYDRANT AND VALVE EACH 1 $5,100.00 5,100.00$ 1 5,100.00$ 1.00 5,100.00$ 0.00 -$ 28 GEOTEXTILE FABRIC, TYPE 5 NON-WOVEN SQ YD 16700 $2.75 45,925.00$ 16700 45,925.00$ 16,700.00 45,925.00$ 0.00 -$ 29 COMMON EXCAVATION - OFFSITE (EV) CU YD 12500 $16.20 202,500.00$ 10105 163,701.00$ 10,105.00 163,701.00$ 0.00 -$ 30 COMMON EXCAVATION - ONSITE (EV) CU YD 19110 $3.75 71,662.50$ 16955 63,581.25$ 16,955.00 63,581.25$ 0.00 -$ 31 COMMON BORROW (EV)CU YD 200 $29.55 5,910.00$ 0 -$ 0.00 -$ 0.00 -$ 32 SELECT GRANULAR BORROW, 5% MODIFIED TON 7600 $11.10 84,360.00$ 7436 82,539.60$ 7,436.00 82,539.60$ 0.00 -$ 33 AGGREGATE BASE CLASS 5 100% CRUSHED TON 12660 $20.20 255,732.00$ 16052.34 324,257.27$ 16,027.34 323,752.27$ 25.00 505.00$ 34 SHOULDER BASE AGGREGATE CLASS 2, 100% CRUSHED TON 96 $37.20 3,571.20$ 59 2,194.80$ 0.00 -$ 59.00 2,194.80$ 35 BITUMINOUS MATERIAL FOR TACK COAT GAL 802 $3.95 3,167.90$ 1485 5,865.75$ 0.00 -$ 1,485.00 5,865.75$ 36 TYPE SP 12.5 WEARING COURSE MIX (3,C) TON 1930 $91.65 176,884.50$ 1699.5 155,759.18$ 0.00 -$ 1,699.50 155,759.18$ 37 TYPE SP 12.5 NON WEAR COURSE MIX (3,C) TON 3850 $82.70 318,395.00$ 3716.25 307,333.88$ 2,394.00 197,983.80$ 1,322.25 109,350.08$ 38 TYPE SP 9.5 WEARING COURSE MIX (2,B) - DRIVEWAY TON 30 $169.00 5,070.00$ 23.62 3,991.78$ 0.00 -$ 23.62 3,991.78$ 39 TYPE SP 9.5 WEARING COURSE MIX (2,B) - TRAIL TON 420 $107.00 44,940.00$ 456.05 48,797.35$ 175.26 18,752.82$ 280.79 30,044.53$ 40 4" PERFORATED PVC SCH 40 DRAINTILE PIPE LIN FT 3810 $14.30 54,483.00$ 3696 52,852.80$ 3,696.00 52,852.80$ 0.00 -$ 41 4" PVC DRAINTILE CLEANOUT W/ THREADED CAP EACH 13 $255.00 3,315.00$ 14 3,570.00$ 14.00 3,570.00$ 0.00 -$ 42 6" PERFORATED PVC SCH 40 DRAINTILE PIPE LIN FT 75 $23.50 1,762.50$ 60 1,410.00$ 60.00 1,410.00$ 0.00 -$ 43 6" CONCRETE DRIVEWAY PAVEMENT SQ YD 140 $73.50 10,290.00$ 155.5 11,429.25$ 118.50 8,709.75$ 37.00 2,719.50$ 44 CONCRETE CURB & GUTTER - DESIGN B418 LIN FT 5220 $17.35 90,567.00$ 5038 87,409.30$ 5,038.00 87,409.30$ 0.00 -$ 45 6" CONCRETE WALK SQ FT 940 $9.20 8,648.00$ 911 8,381.20$ 0.00 -$ 911.00 8,381.20$ 46 CONCRETE ADA PEDESTRIAN CURB RAMP EACH 4 $1,020.00 4,080.00$ 4 4,080.00$ 0.00 -$ 4.00 4,080.00$ 47 TRUNCATED DOMES SQ FT 78 $51.00 3,978.00$ 94 4,794.00$ 0.00 -$ 94.00 4,794.00$ 48 SIGN PANELS - STREET NAME EACH 8 $331.50 2,652.00$ 8 2,652.00$ 2.00 663.00$ 6.00 1,989.00$ 49 INSTALL SIGN TYPE C AND POST EACH 17 $122.40 2,080.80$ 17 2,080.80$ 6.00 734.40$ 11.00 1,346.40$ 50 SIGN PANELS TYPE C SQ FT 120 $38.80 4,656.00$ 103.75 4,025.50$ 37.50 1,455.00$ 66.25 2,570.50$ 51 STABILIZED CONSTRUCTION EXIT - MAINTAINED EACH 5 $1,491.00 7,455.00$ 0 -$ 0.00 -$ 0.00 -$ 52 STORM DRAIN INLET PROTECTION - MAINTAINED EACH 23 $306.00 7,038.00$ 15 4,590.00$ 0.00 -$ 15.00 4,590.00$ PAY REQUEST #10 July 2025COMPLETED TO DATE Less Previous Payments 116 53 CULVERT END PROTECTION - MAINTAINED EACH 9 $76.50 688.50$ 0 -$ 0.00 -$ 0.00 -$ 54 SALVAGE AND RESPREAD TOPSOIL SQ YD 13310 $1.90 25,289.00$ 11262 21,397.80$ 7,918.00 15,044.20$ 3,344.00 6,353.60$ 55 FERTILIZER TYPE 2 LB 280 $1.10 308.00$ 25 27.50$ 25.00 27.50$ 0.00 -$ 56 HYDROMULCH SQ YD 6420 $1.10 7,062.00$ 4927 5,419.70$ 4,927.00 5,419.70$ 0.00 -$ 57 SEED MIXTURE 25-151 LB 140 $3.75 525.00$ 0 -$ 0.00 -$ 0.00 -$ 58 SEED MIXTURE 25-131 LB 60 $4.10 246.00$ 60 246.00$ 60.00 246.00$ 0.00 -$ 59 EROSION CONTROL BLANKET - CATERGORY 25 SQ YD 120 $1.65 198.00$ 0 -$ 0.00 -$ 0.00 -$ 60 SILT FENCE, TYPE MS - MAINTAINED LIN FT 7300 $2.60 18,980.00$ 4483 11,655.80$ 4,483.00 11,655.80$ 0.00 -$ 61 SEDIMENT CONTROL LOG - MAINTAINED LIN FT 1000 $2.85 2,850.00$ 1600 4,560.00$ 1,600.00 4,560.00$ 0.00 -$ 62 CONNECT TO EXISTING STORM SEWER EACH 2 $745.00 1,490.00$ 2 1,490.00$ 2.00 1,490.00$ 0.00 -$ 63 12" PP PIPE STORM LIN FT 64 $40.80 2,611.20$ 37 1,509.60$ 37.00 1,509.60$ 0.00 -$ 64 12" METAL FLARED END SECTION EACH 4 $408.00 1,632.00$ 2 816.00$ 2.00 816.00$ 0.00 -$ 65 12" RC FLARED END SECTION W/TRASHGUARD EACH 3 $1,632.00 4,896.00$ 3 4,896.00$ 3.00 4,896.00$ 0.00 -$ 66 15" RC FLARED END SECTION W/TRASHGUARD EACH 2 $1,836.00 3,672.00$ 2 3,672.00$ 2.00 3,672.00$ 0.00 -$ 67 18" RC FLARED END SECTION W/TRASHGUARD EACH 2 $1,938.00 3,876.00$ 2 3,876.00$ 2.00 3,876.00$ 0.00 -$ 68 12" RC STORM PIPE LIN FT 523 $53.00 27,719.00$ 552 29,256.00$ 552.00 29,256.00$ 0.00 -$ 69 15" RC STORM PIPE LIN FT 740 $59.20 43,808.00$ 754 44,636.80$ 754.00 44,636.80$ 0.00 -$ 70 18" RC STORM PIPE LIN FT 427 $63.30 27,029.10$ 434 27,472.20$ 434.00 27,472.20$ 0.00 -$ 71 21" RC STORM PIPE LIN FT 143 $73.50 10,510.50$ 137 10,069.50$ 137.00 10,069.50$ 0.00 -$ 72 36" RC STORM PIPE LIN FT 13 $194.00 2,522.00$ 9 1,746.00$ 9.00 1,746.00$ 0.00 -$ 73 INSTALL PRECAST STORM STRUCTURE (SUPPLIED BY OWNER) EACH 6 $1,734.00 10,404.00$ 6 10,404.00$ 6.00 10,404.00$ 0.00 -$ 74 CONSTRUCT 4' DIAMETER PRECAST STORM STRUCTURE EACH 5 $4,182.00 20,910.00$ 5 20,910.00$ 5.00 20,910.00$ 0.00 -$ 75 CONSTRUCT 9' DIAMETER PRECAST STORM STRUCTURE EACH 1 $20,400.00 20,400.00$ 1 20,400.00$ 1.00 20,400.00$ 0.00 -$ 76 CONSTRUCT 2' x 3' CATCH BASIN EACH 5 $3,264.00 16,320.00$ 5 16,320.00$ 5.00 16,320.00$ 0.00 -$ 77 6" PRECAST CONCRETE HEADWALL EACH 1 $714.00 714.00$ 1 714.00$ 1.00 714.00$ 0.00 -$ 78 RANDOM CLASS 3 GRANITE RIP RAP TON 12 $110.00 1,320.00$ 0 -$ 0.00 -$ 0.00 -$ 79 CONNECT TO EXISTING WATERMAIN EACH 2 $2,346.00 4,692.00$ 2 4,692.00$ 2.00 4,692.00$ 0.00 -$ 80 8" PVC C-900 DR-18 WATERMAIN LIN FT 94 $60.20 5,658.80$ 98 5,899.60$ 98.00 5,899.60$ 0.00 -$ 81 12" PVC C-900 DR-18 WATERMAIN LIN FT 1358 $80.60 109,454.80$ 1358 109,454.80$ 1,358.00 109,454.80$ 0.00 -$ 82 6" DIP CL 52 WATERMAIN LIN FT 3 $78.60 235.80$ 47.5 3,733.50$ 47.50 3,733.50$ 0.00 -$ 83 12" BUTTERFLY VALVE AND BOX EACH 1 $6,120.00 6,120.00$ 1 6,120.00$ 1.00 6,120.00$ 0.00 -$ 84 HYDRANT AND GATE VALVE EACH 1 $9,384.00 9,384.00$ 1 9,384.00$ 1.00 9,384.00$ 0.00 -$ 85 12" PLUG WITH BLOWOFF VALVE EACH 1 $878.00 878.00$ 1 878.00$ 1.00 878.00$ 0.00 -$ 86 DUCTILE IRON FITTINGS LB 1047 $13.30 13,925.10$ 866 11,517.80$ 866.00 11,517.80$ 0.00 -$ 87 4" SOLID LINE (WHITE) MULTI-COMPONENT LIN FT 1260 $0.75 945.00$ 0 -$ 0.00 -$ 0.00 -$ 88 4" SOLID LINE (YELLOW) MULTI-COMPONENT LIN FT 2640 $0.75 1,980.00$ 0 -$ 0.00 -$ 0.00 -$ 89 4" BROKEN LINE (YELLOW) MULTI-COMPONENT LIN FT 530 $0.75 397.50$ 0 -$ 0.00 -$ 0.00 -$ 90 4" DOTTED LINE (WHITE) MULTI-COMPONENT LIN FT 160 $0.75 120.00$ 0 -$ 0.00 -$ 0.00 -$ 91 4" DOUBLE SOLID LINE (YELLOW) MULTI-COMPONENT GROUND IN LIN FT 1540 $2.50 3,850.00$ 1708 4,270.00$ 0.00 -$ 1,708.00 4,270.00$ 92 4" DOUBLE SOLID LINE (YELLOW) MULTI-COMPONENT LIN FT 2970 $1.50 4,455.00$ 0 -$ 0.00 -$ 0.00 -$ 93 6" SOLID LINE (WHITE) MULTI-COMPONENT GROUND IN LIN FT 2550 $1.40 3,570.00$ 2614 3,659.60$ 0.00 -$ 2,614.00 3,659.60$ 94 6" SOLID LINE (WHITE) MULTI-COMPONENT LIN FT 6920 $0.90 6,228.00$ 0 -$ 0.00 -$ 0.00 -$ 95 6" DOTTED LINE (WHITE) MULTI-COMPONENT GROUND IN LIN FT 41 $1.40 57.40$ 50 70.00$ 0.00 -$ 50.00 70.00$ 96 24" SOLID LINE (YELLOW) MULTI-COMPONENT GROUND IN LIN FT 176 $19.80 3,484.80$ 0 -$ 0.00 -$ 0.00 -$ 97 24" SOLID LINE (YELLOW) MULTI-COMPONENT LIN FT 277 $12.00 3,324.00$ 0 -$ 0.00 -$ 0.00 -$ 98 CROSSWALK STRIPING MULTI-COMPONENT SQ FT 270 $9.90 2,673.00$ 0 -$ 0.00 -$ 0.00 -$ 99 PAVEMENT MESSAGE (WHITE) PREF THERM GROUND IN EACH 2 $525.00 1,050.00$ 0 -$ 0.00 -$ 0.00 -$ 100 PAVEMENT MESSAGE (WHITE) MULTI-COMPONENT EACH 22 $155.00 3,410.00$ 0 -$ 0.00 -$ 0.00 -$ TOTAL BASE BID: 1,982,434.90$ 1,909,563.45$ 1,547,999.54$ 361,563.91$ TOTAL ORIGINAL CONTRACT: 1,982,434.90$ LINE NO. ITEM UNIT QUANTITY UNIT PRICE TOTAL PRICE CHANGE ORDER #1 QUANTITY COST QUANTITY COST QUANTITY COST CO1.1 PAVEMENT MESSAGE (WHITE) MULTI-COMPONENT EA -1 155.00$ (155.00)$ 0 -$ 0.0 -$ 0.0 -$ CO1.2 4" SOLID LINE (WHITE) MULTI-COMPONENT LF -167 0.75$ (125.25)$ 0 -$ 0.0 -$ 0.0 -$ CO1.3 REMOVE HYDRANT LEAD LF 14 24.85$ 347.90$ 14 347.90$ 14.0 347.90$ 0.0 -$ CO1.4 SALVAGE AND REINSTALL 12" x 6" TEE EA 1 3,456.00$ 3,456.00$ 1 3,456.00$ 1.0 3,456.00$ 0.0 -$ CO1.5 6" DIP CL 52 WATERMAIN LF 21 78.60$ 1,650.60$ 0 -$ 0.0 -$ 0.0 -$ PAY REQUEST #10 July 2025COMPLETED TO DATE Less Previous Payments 117 CO1.6 DUCTILE IRON FITTINGS LB 62 13.30$ 824.60$ 0 -$ 0.0 -$ 0.0 -$ CO1.7 HYDRANT EXTENSION EA 1 3,024.00$ 3,024.00$ 1 3,024.00$ 1.0 3,024.00$ 0.0 -$ CO1.8 12" RC STORM PIPE LF 31 53.00$ 1,643.00$ 31 1,643.00$ 31.0 1,643.00$ 0.0 -$ CO1.9 SELECT GRANULAR BORROW, 5% MODIFIED TON -134 11.10$ (1,487.40)$ 0 -$ 0.0 -$ 0.0 -$ CO1.10 AGGREGATE BASE CLASS 5 100% CRUSHED TON -156 20.20$ (3,151.20)$ 0 -$ 0.0 -$ 0.0 -$ CO1.11 TYPE SP 12.5 WEARING COURSE MIX (3,C)TON -25 91.65$ (2,291.25)$ 0 -$ 0.0 -$ 0.0 -$ CO1.12 TYPE SP 12.5 NON WEAR COURSE MIX (3,C)TON -50 82.70$ (4,135.00)$ 0 -$ 0.0 -$ 0.0 -$ CO1.13 SALVAGE AND RESPREAD TOPSOIL LS 1 1,600.00$ 1,600.00$ 0 -$ 0.0 -$ 0.0 -$ CO1.14 SEED MIXTURE 25-151 LB 320 3.75$ 1,200.00$ 0 -$ 0.0 -$ 0.0 -$ CO1.15 FERTILIZER TYPE 2 LB 532 1.10$ 585.20$ 0 -$ 0.0 -$ 0.0 -$ CO1.16 HYDROMULCH SY 1430 1.10$ 1,573.00$ 0 -$ 0.0 -$ 0.0 -$ CO1.17 INSTALL 6' HEIGHT CONIFEROUS TREE EA 31 533.00$ 16,523.00$ 31 16,523.00$ 0.0 -$ 31.0 16,523.00$ CO1.18 SALVAGE AND REINSTALL FENCE LF 80 31.00$ 2,480.00$ 0 -$ 0.0 -$ 0.0 -$ CO1.19 COMMON EXCAVATION (ONSITE)CY 2680 3.75$ 10,050.00$ 0 -$ 0.0 -$ 0.0 -$ CO1.20 COMMON EXCAVATION (OFFSITE)CY -2680 16.20$ (43,416.00)$ 0 -$ 0.0 -$ 0.0 -$ CO1.21 SELEC GRANULAR BORROW ALT SOURCE TON 7600 1.50$ 11,400.00$ 7436 11,154.00$ 7,436.0 11,154.00$ 0.0 -$ TOTAL CHANGE ORDER #1 1,596.20$ 36,147.90$ 19,624.90$ 16,523.00$ LINE NO. ITEM UNIT QUANTITY UNIT PRICE TOTAL PRICE CHANGE ORDER #2 QUANTITY COST QUANTITY COST QUANTITY COST CO2.1 STABILIZING AGGREGATE, 3" MINUS TON 619.71 40.60$ 25,160.23$ 619.71 25,160.23$ 619.7 25,160.23$ 0.0 -$ CO2.2 CORE DRILL DRAIN TILE HOLES EACH 6 440.00$ 2,640.00$ 6 2,640.00$ 6.0 2,640.00$ 0.0 -$ TOTAL CHANGE ORDER #2 27,800.23$ 27,800.23$ 27,800.23$ -$ LINE NO. ITEM UNIT QUANTITY UNIT PRICE TOTAL PRICE CHANGE ORDER #3 QUANTITY COST QUANTITY COST QUANTITY COST CO3.1 4" SCH. 40 PERFORATED DRAINTILE LF 800 19.00$ 15,200.00$ 880 16,720.00$ 880.0 16,720.00$ 0.0 -$ CO3.2 4" SCH. 40 DRAINTILE CLEANOUT EA 4 350.00$ 1,400.00$ 4 1,400.00$ 4.0 1,400.00$ 0.0 -$ CO3.3 4" PRECAST CONCRETE DRAINTILE HEADWALL EA 2 675.00$ 1,350.00$ 2 1,350.00$ 2.0 1,350.00$ 0.0 -$ CO3.4 CONNECT TO EXISTING DRAINTILE EA 2 545.00$ 1,090.00$ 2 1,090.00$ 2.0 1,090.00$ 0.0 -$ CO3.5 COARSE FILTER AGGREGATE (3/4" CLEAR WASHED ROCK)TON 95 53.50$ 5,082.50$ 69 3,691.50$ 69.0 3,691.50$ 0.0 -$ TOTAL CHANGE ORDER #3 24,122.50$ 24,251.50$ 24,251.50$ -$ TOTAL REVISED CONTRACT: 2,035,953.83$ 1,997,763.07$ 1,619,676.16$ 378,086.92$ ORIGINAL CONTRACT AWARD AMOUNT 1,982,434.90$ 1,997,763.07$ 1,619,676.16$ 378,086.92$ TOTAL CHANGE ORDER:53,518.93$ CURRENT RETAINAGE (5%)99,888.15$ 80,983.81$ 18,904.35$ TOTAL REVISED CONTRACT:2,035,953.83$ TOTAL CURRENT PAY REQUEST 1,897,874.92$ 1,538,692.35$ 359,182.57$ PAY REQUEST #10 July 2025 PAY REQUEST #10 July 2025 PAY REQUEST #10 SUBTOTAL CONTRACT SUMMARY COMPLETE TO DATE LESS PREVIOUS PAYMENTS COMPLETED TO DATE Less Previous Payments COMPLETED TO DATE Less Previous Payments 118 SECTION 00 62 76 APPLICATION FOR PAYMENT FORM OWNER: PROJECT: CONTRACTOR: 10 Original Contract Amount: Contract Changes approved to Date CO #1 CO #2 CO #3 Revised Contract Price : Work Completed to Date (attached): Retainage to Date, 5%: Work Completed to Date Less Retainage to Date: Total Amount Previously Certified: Payment Request This Estimate: CONTRACTOR Application for Payment Form Project No. 227704864 00 62 76-1 City of Corcoran Fehn Companies, Inc. 99,888.15$ 1,897,874.92$ Stieg Road Improvements 24,122.50$ PAY ESTIMATE NO. I declare under penalty of perjury that this account, claim, or demand is just and correct and that no part of it has been paid. 1,982,434.90$ 1,596.20$ 2,035,953.83$ 1,997,763.07$ 1,538,692.35$ 359,182.57$ 27,800.23$ 119 and Fehn Companies (CONTRACTOR) and all authorized changes therto: By Title Approval: (CONTRACTOR)Date Date Application for Payment Form Project No. 227704864 00 62 76-2 CERTIFICATE OF CONTRACTOR I hereby certify that the work and the materials supplied to date, as shown on the request for payment, represents the actual value of accomplishment under the terms of the contract between the City of Corcoran (OWNER) STANTEC CONSULTING SERVICES, INC. END OF SECTION 120 STAFF REPORT Agenda Item: 6.j Council Meeting: July 10, 2025 Prepared By: Deb Johnson, City Clerk Topic: Temporary Liquor License - Corcoran Country Daze, August 15-16, 2025 Action Required: Adoption Summary The Corcoran Community Fund submitted an application for a Temporary Liquor License for Corcoran Country Daze being held at Corcoran Lions Park on August 15 & 16, 2025. The required insurance liability documentation has been submitted for review and the application meets the requirements for approval. Recommendation Adopt Resolution 2025-74 Approving a Temporary On-Sale Liquor License - Corcoran Country Daze effective August 15 - 16, 2025 at Corcoran Lions Park. Council Action Adopt Resolution 2025-74 Approving a Temporary On-Sale Liquor License - Corcoran Country Daze effective August 15 - 16, 2025 at Corcoran Lions Park. Attachments 1. Resolution 2025-74 Approving Temporary On-Sale Liquor License Corcoran Country Daze.pdf 121 City of Corcoran July 10, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-74 Page 1 of 1 Motion By: Seconded By: A RESOLUTION APPROVING TEMPORARY ON-SALE LIQUOR LICENSE IN THE CITY OF CORCORAN, MINNESOTA BE IT RESOLVED, by the City Council of the City of Corcoran, Minnesota that the following Temporary Liquor License is granted effective for the dates as indicated, to the following Licensee. The licensee has submitted an application with the required insurance documentation for review and meets the requirements for approval. LICENSEE LICENSE LICENSE EFFECTIVE DATE Corcoran Community Fund 22475 Sunset Lane Rogers, MN 55374 Temporary Liquor License August 15-16, 2025 Corcoran Country Daze Event Location: Corcoran Lions Park VOTING AYE VOTING NAY McKee, Tom McKee, Tom Friedrich, Michelle Friedrich, Michelle Lanterman, Mark Lanterman, Mark Nichols, Jeremy Nichols, Jeremy Vehrenkamp, Dean Vehrenkamp, Dean Whereupon, said Resolution is hereby declared adopted on this 10th day of July, 2025. ________________________________ Tom McKee - Mayor ATTEST: ____________________________________ City Seal Debra Johnson – City Clerk 122 STAFF REPORT Agenda Item: 9.a Council Meeting: July 10, 2025 Prepared By: Nalisha Williams, Assistant City Administrator Jay Tobin, City Administrator Topic: 2024 Audit Update Action Required: Information Only Summary The DRAFT of the 2024 Audit information is provided in support of a briefing in which Schlenner Wenner & Co. representatives will be present at the Council meeting on July 10, 2025. There were two overall findings from the audit: Minnesota Legal Compliance: Cash deposits exceeded FDIC & assigned collateral (resolved after year end) Single Audit (Federal Program Compliance): Internal control over compliance: The city did not have certain formal policies required by the Code of Federal Regulations (resolved after year end) Once the audit is finalized, copies of the Annual Financial Report will be available on the City’s website at corcoranmn.gov. A hard copy of the materials is available for review at City Hall during normal business hours. Options 1. Review DRAFT of 2024 Audit materials and provide any feedback 2. Other suggestions/alternatives from Councilmembers. Recommendation Review DRAFT 2024 audit information as presented and provide feedback. Council Action Review DRAFT 2024 audit information as presented and provide feedback. Attachments 1. 2024 Audit Presentation - Corcoran.pdf 2. 2024 Audited Financial Statements - Corcoran.pdf 123 City of Corcoran, Minnesota Presentation of the Audited Financial Statements Fiscal Year Ended December 31, 2024 124 Audit Process and Opinion Unmodified (Clean) Opinion General Procedures Obtain Records Inquiries Analytical Procedures Sampling Detail Testing 125 Required Communications Audit went very smoothly Positive Working Relationship with Management & Finance Team Nothing unusual noted in terms of recorded transactions or accounting policies/treatments Significant estimates include: -Net Pension Liability and related balances -Net OPEB Liability New Accounting Standards Adopted -GASB 101, Compensated Absences 126 Internal Controls Over Financial Reporting AUDIT ADJUSTMENTS INTERNAL CONTROLS •None of significance •Addressed and corrected ALL of the internal control deficiencies identified during prior year audits 127 Minnesota Legal Compliance •Areas Reviewed •Contracting and Bidding •Depositories of Public Funds and Public Investments •Conflicts of Interest •Public Indebtedness •Claims and Disbursements •Miscellaneous Provisions •Findings: •Cash deposits exceeded FDIC & assigned collateral (also corrected after year-end) 128 Single Audit (Federal Program Compliance) •HUD Economic Development Initiative, Community Project Funding •(Water Fund Trunk Infrastructure Project) Major Programs Tested •Unmodified (Clean) Opinion on the Schedule of Expenditures of Federal Awards Opinion •No Findings Identified Compliance •The City did not have certain formal policies required by the Code of Federal Regulations •This has already been resolved Internal Control Over Compliance 129 Revenues exceeded budgeted amounts by $541,566 Expenditures exceeded budgeted amounts by $640,220 2023 2024 2024 Budget Revenues 10,041,071$ 9,890,611$ 9,349,045$ Expenditures 8,123,084 10,168,465 9,528,245 Other Sources (Uses)(421,866) 332,746 179,200 Change in Fund Balance 1,496,121 54,892 - Fund Balance 4,583,828$ 4,638,720$ $- $2,000,000 $4,000,000 $6,000,000 $8,000,000 $10,000,000 $12,000,000 2022 2023 2024 2024 Budget General Fund - Trend Analysis & Budgetary Comparison Revenues Expenditures Fund Balance 130 Detailed Revenue AnalysisGeneral Fund Taxes Licenses and Permits Inter- governmental Charges for Services Fines Investment Income (Loss) Misc. 2023 6,300,810 1,733,964 1,350,857 170,851 29,748 385,049 69,792 2024 7,232,353 1,876,783 484,183 206,827 26,980 38,787 24,698 2024 Final Budget 7,245,348 1,512,180 333,500 190,917 25,000 25,000 17,100 $- $1,000,000 $2,000,000 $3,000,000 $4,000,000 $5,000,000 $6,000,000 $7,000,000 $8,000,000 131 Detailed Expenditure AnalysisGeneral Fund General Government Public Safety Public Works Parks and Recreation Capital Outlay 2023 1,983,266 3,909,690 1,928,963 244,460 56,705 2024 2,920,887 4,377,161 2,430,289 270,252 169,876 2024 Final Budget 2,240,615 4,250,890 2,689,800 331,940 15,000 $- $500,000 $1,000,000 $1,500,000 $2,000,000 $2,500,000 $3,000,000 $3,500,000 $4,000,000 $4,500,000 $5,000,000 132 Fund balance policy sets a target fund balance equal to approximately 42% (5 months) of budgeted expenditures for the General Fund. Year Percentage 2022 42.9% 2023 48.9% 2024 45.7% 0.0% 10.0% 20.0% 30.0% 40.0% 50.0% 60.0% 2022 2023 2024 Unassigned Fund Balance as a Percentage of the Annual Budget 133 Financial Highlights Other Governmental Funds $(3,000,000) $(2,000,000) $(1,000,000) $- $1,000,000 $2,000,000 $3,000,000 $4,000,000 $5,000,000 $6,000,000 Park Capital Fund City Center Drive Fund Revenues Expenditures Fund Balance Park Capital Fund City Center Drive Fund Revenues 1,098,641$ 122,767$ Expenditures 335,299 3,113,690 Other Financing Sources (Uses)3,127 - Change in Fund Balance 766,469 (2,990,923) Fund Balance 5,155,954$ (1,778,918)$ 134 Cash Trend Analysis Other Governmental Funds ($3,000,000) ($2,000,000) ($1,000,000) $0 $1,000,000 $2,000,000 $3,000,000 $4,000,000 $5,000,000 $6,000,000 2022 2023 2024 Park Capital Fund City Center Drive Fund 135 Financial Highlights Other Governmental Funds (Continued) $- $500,000 $1,000,000 $1,500,000 $2,000,000 $2,500,000 $3,000,000 $3,500,000 $4,000,000 Debt Service Fund Nonmajor Funds Revenues Expenditures Fund Balance Debt Service Fund Nonmajor Funds Revenues 1,277,513$ 249,778$ Expenditures 1,231,084 1,621,615 Other Financing Sources (Uses)65,930 625,284 Change in Fund Balance 112,359 (746,553) Fund Balance 292,997$ 3,464,485$ 136 Cash Trend Analysis Other Governmental Funds $0 $1,000,000 $2,000,000 $3,000,000 $4,000,000 $5,000,000 $6,000,000 2022 2023 2024 Debt Service Nonmajor Governmental Funds 137 Financial Highlights Water Enterprise Fund $- $100,000 $200,000 $300,000 $400,000 $500,000 $600,000 $700,000 $800,000 $900,000 $1,000,000 2022 2023 2024 Operating Revenues Operating Expenses 2022 2023 2024 Operating Revenues 499,127$ 726,202$ 911,691$ Operating Expenses 537,211 571,558 747,548 Operating Income (Loss)(38,084) 154,644 164,143 Nonoperating Revenues & Transfers In 1,330,035 2,247,912 5,878,961 Nonoperating Expenses & Transfers Out (305,465) (1,489,303) (1,219,312) Change In Net Position 986,486$ 913,253$ 4,823,792$ Ending Net Position 5,801,684$ 6,714,937$ 11,538,729$ 138 Financial Highlights Sewer Enterprise Fund $- $100,000 $200,000 $300,000 $400,000 $500,000 $600,000 $700,000 $800,000 2022 2023 2024 Operating Revenues Operating Expenses 2022 2023 2024 Operating Revenues 443,623$ 599,399$ 734,319$ Operating Expenses 448,858 599,012 527,069 Operating Income (Loss)(5,235) 387 207,250 Nonoperating Revenues & Transfers In 639,497 966,019 1,168,871 Nonoperating Expenses & Transfers Out (302,788) (347,699) (344,384) Change In Net Position 331,474$ 618,707$ 1,031,737$ Ending Net Position 6,599,987$ 7,218,694$ 8,250,431$ 139 Cash Trend AnalysisEnterprise Funds $0 $5,000,000 $10,000,000 $15,000,000 $20,000,000 $25,000,000 2020 2021 2022 2023 2024 Water Fund Sewer Fund 140 Total Government-Wide AssetsFinancial Highlights 2022 2023 2024 2022 2023 2024 Current Assets $24,943,998 $46,655,085 $33,146,729 Capital Assets $28,930,343 $42,238,295 $62,529,012 141 Total Government-Wide LiabilitiesFinancial Highlights 2022 2023 2024 2022 2023 2024 Current Liabilities $6,029,296 $6,095,992 $6,963,082 Debt/Noncurrent $12,979,875 $38,876,227 $37,134,525 Net OPEB Liability $350,374 $1,120,608 $1,090,816 Net Pension Liability $4,719,076 $2,882,256 $2,092,527 142 Total City Assets vs. LiabilitiesFinancial Highlights $- $20,000,000 $40,000,000 $60,000,000 $80,000,000 $100,000,000 $120,000,000 2022 2023 2024 Total Assets Total Liabilities Net (Assets - Liabilities) 143 Long Term Debt Outstanding GO Bonds – Maturities ranging from 2026 – 2039 $- $200,000 $400,000 $600,000 $800,000 $1,000,000 $1,200,000 $1,400,000 $1,600,000 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 2035 2036 2037 2038 2039 2040 Governmental Activities Future Debt Payments Gov Activities Principal Gov Activities Interest 144 Long Term Debt Outstanding GO Revenue Bonds - Maturities ranging from 2031 – 2053 $- $200,000 $400,000 $600,000 $800,000 $1,000,000 $1,200,000 $1,400,000 $1,600,000 $1,800,000 20 2 5 20 2 6 20 2 7 20 2 8 20 2 9 20 3 0 20 3 1 20 3 2 20 3 3 20 3 4 20 3 5 20 3 6 20 3 7 20 3 8 20 3 9 20 4 0 20 4 1 20 4 2 20 4 3 20 4 4 20 4 5 20 4 6 20 4 7 20 4 8 20 4 9 20 5 0 20 5 1 20 5 2 20 5 3 20 5 4 Business-Type Activities Future Debt Payments Bus-Type Activities Principal Bus-Type Activities Interest 145 Questions?Ryan Schmidt, CPA Partner rschmidt@schlennerwenner.cpa 320-251-0286 146 City of Corcoran, Minnesota Audited Financial Statements For The Year Ended December 31, 2024 147 CITY OF CORCORAN , MINNESOTA TABLE OF CONTENTS INTRODUCTORY SECTION: CITY COUNCIL AND OFFICIALS ....................................................................................................................................... 2 FINANCIAL SECTION: INDEPENDENT AUDITOR’S REPORT .............................................................................................................................. 4 REQUIRED SUPPLEMENTARY INFORMATION: Management’s Discussion and Analysis ............................................................................................................................. 8 BASIC FINANCIAL STATEMENTS: Government-wide Financial Statements Statement of Net Position ............................................................................................................................................ 18 Statement of Activities ................................................................................................................................................ 19 Fund Financial Statements Balance Sheet – Governmental Funds ........................................................................................................................ 20 Reconciliation of the Balance Sheet – Governmental Funds to the Statement of Net Position .......................................................................................................................... 21 Statement of Revenues, Expenditures, and Changes in Fund Balances – Governmental Funds............................................................................................ 22 Reconciliation of Changes in Fund Balance s of Governmental Funds to the Statement of Activities ................................................................................................................... 24 Statement of Net Position – Proprietary Funds ......................................................................................................... 25 Statement of Revenues, Expenses , and Changes in Net Position – Proprietary Funds..................................................................................................... 26 Statement of Cash Flows – Proprietary Funds ........................................................................................................... 27 Notes to the Basic Financial Statements ............................................................................................................................ 29 REQUIRED SUPPLEMENTARY INFORMATION: Budgetary Comparison Schedule – General Fund ............................................................................................................ 59 Schedule of City’s Proportionate Share of the Net Pension Liability .............................................................................. 62 Schedule of City Pension Contributions ............................................................................................................................ 63 Schedule of Changes in the City’s Total OPEB Liability ................................................................................................ 64 Notes to the Required Supplementary Information .......................................................................................................... 65 SUPPLEMENTARY INFORMATION: Combining Balance Sheet – All Nonmajor Governmental Funds ................................................................................... 73 Combining Statement of Revenues, Expenditures, and Changes in Fund Balances – All Nonmajor Governmental Funds ........................................................................... 74 Combining Balance Sheet – Nonmajor Governmental Funds – Special Revenue Funds ............................................................................................................................................... 75 Combining Statement of Revenues, Expenditures , and Changes in Fund Balances – Nonmajor Governmental Funds – Special Revenue Funds ............................................................................................................................................... 77 Combining Balance Shee t – Nonmajor Governmental Funds – Capital Project Funds .................................................................................................................................................. 79 Combining Statement of Revenues, Expenditures, and Changes in Fund Balances – Nonmajor Governmental Funds – Capital Project Funds .................................................................................................................................................. 81 Supplemental Combining Balance Sheet – Debt Service Fund ....................................................................................... 83 Supplemental Combining Schedule of Revenues, Expenditures, and Changes in Fund Balances – Debt Service Fund ....................................................................................................... 84 Schedule of Indebtedness ................................................................................................................................................... 85 Summary Financial Report – Revenues and Expenditures for General Operations ................................................................................................................................................ 86 Schedule of Expenditures of Federal Awards ................................................................................................................... 87 Notes to the Schedule of Expenditures of Federal Awards .............................................................................................. 87 148 CITY OF CORCORAN , MINNESOTA TABLE OF CONTENTS (Continued) OTHER REQUIRED REPORTS AND SCHEDULES: Independent Auditor’s Report on Internal Control Over Financial Reporting and on Compliance and Other Matters Based on an Audit of Financial Statements Performed in Accordance with Government Auditing Standards ........................................................................................................................................ 89 Independent Auditor’s Report on Compliance for Each Major Program and on Internal Control Over Compliance Required by the Uniform Guidance ................................................................................................................................... 91 Schedule of Findings and Questioned Costs ............................................................................................................................. 94 Corrective Action Plans .............................................................................................................................................................. 97 Summary Schedule of Prior Audit Findings ............................................................................................................................. 98 149 1 INTRODUCTORY SECTION 150 2 CITY OF CORCORAN , MINNESOTA CITY COUNCIL AND OFFICIALS FOR THE YEAR ENDED DECEMBER 31, 2024 CITY COUNCIL Term Expires Tom McKee Mayor December 31, 2024 Jonathan Bottema Council Member December 31, 2024 Mark Lanterman Council Member December 31, 2024 Jeremy Nichols Council Member December 31, 2026 Dean Vehrenkamp Council Member December 31, 2024 CITY OFFICIALS Jay Tobin City Administrator 151 3 FINANCIAL SECTION 152 4 www.schlennerwenner.cpa INDEPENDENT AUDITOR’S REPORT Honorable Mayor and City Council City of Corcoran , Minnesota Report on the Audit of the Financial Statements Opinions We have audited the accompanying financial statements of the governmental activities, the business -type activities, each major fund, and the aggregate remaining fund information of the City of Corcoran, Minnesota (the City), as of and for the year ended December 31, 2024, and the related notes to the financial statements, which collectively comprise the City’s basic financial statements as listed in the table of contents. In our opinion, the financial statements referred to above present fairly, in all material respects, the respective financial position of the governmental activities, the business-type activities, each major fund, and the aggregate remaining fund information of the City of Corcoran, Minnesota, as of December 31, 2024, and the respective changes in financial position and, where applicable, cash flows thereof for the year then ended in accordance with accounting principles generally accepted in the United States of America. Basis for Opinions We conducted our audit in accordance with auditing standards generally accepted in the United States of America and the standards applicable to financial audits contained in Government Auditing Standards, issued by the Comptroller General of the United States. Our responsibilities under those standards are further described in the Auditor’s Responsibilities for the Aud it of the Financial Statements section of our report. We are required to be independent of the City and to meet our other ethical responsibilities, in accordance with the relevant ethical requirements relating to our audit. We believe that the audit evidence we have obtained is sufficient and appropriate to provide a basis for our audit opinions. Emphasis of Matter As discussed in Note 1.H. to the financial statements, in 2024, the City adopted new accounting guidance, GASB Statement No. 101, Compensated Absences. Our opinions are not modified with respect to this matter. As discussed in Note 5.E. to the financial statements, the 2023 financial statements have been restated to correct misstatements. Our opinions are not modified with respect to this matter. Responsibilities of Management for the Financial Statements Management is responsible for the preparation and fair presentation of the financial statements in accordance with accounting principles generally accepted in the United States of America, and for the design, implementation, and maintenance of interna l control relevant to the preparation and fair presentation of financial statements that are free from material misstatement, w hether due to fraud or error. In preparing the financial statements, management is required to evaluate whether there are conditions or events, considered in the aggregate, that raise substantial doubt about the City’s ability to continue as a going concern for twelve months beyond the financial statement date, including any currently known information that may raise substantial doubt shortly thereafter. 153 5 Auditor’s Responsibilities for the Audit of the Financial Statements Our objectives are to obtain reasonable assurance about whether the financial statements as a whole are free from material misstatement, whether due to fraud or error, and to issue an auditor’s report that includes our opinions. Reasonable assuran ce is a high level of assurance but is not absolute assurance and, therefore, is not a guarantee that an audit conducted in accordanc e with generally accepted auditing standards and Government Auditing Standards will always detect a material misstatement when it exists. The risk of not detecting a material misstatement resulting from fraud is higher than for one resulting from error, as fraud may involve collusion, forgery, intentional omissions, misrepresentations, or the override of internal control. Misstatement s are considered material if there is a substantial likelihood that, individually or in the aggregate, they would influence the jud gment made by a reasonable user based on the financial statements. In performing an audit in accordance with generally accepted auditing standards and Government Auditing Standards, we: • Exercise professional judgment and maintain professional skepticism throughout the audit. • Identify and assess the risks of material misstatement of the financial statements, whether due to fraud or error, and design and perform audit procedures responsive to those risks. Such procedures include examining, on a test basis, evidence regarding the amounts and disclosures in the financial statements. • Obtain an understanding of internal control relevant to the audit in order to design audit procedures that are appropriate in the circumstances, but not for the purpose of expressing an opinion on the effectiveness of the City’s internal control. Accordingly, no such opinion is expressed. • Evaluate the appropriateness of accounting policies used and the reasonableness of significant accounting estimates made by management, as well as evaluate the overall presentation of the financial statements. • Conclude whether, in our judgment, there are conditions or events, considered in the aggregate, that raise substantial doubt about the City’s ability to continue as a going concern for a reasonable period of time. We are required to communicate with those charged with governance regarding, among other matters, the planned scope and timing of the audit, significant audit findings, and certain internal control -related matters that we identified during the audit. Required Supplementary Information Accounting principles generally accepted in the United States of America require that the Management’s Discussion and Analysis, budgetary comparison schedules, pension schedules, OPEB schedule listed in the table of contents, be presented to supplement the basic financial statements. Such information is the responsibility of management and, although not a part of the basic finan cial statements, is required by the Governmental Accounting Standards Board who considers it to be an essential part of financial reporting for placing the basic financial statements in an appropriate operational, economic, or historical context. We have applied certain limited procedures to the required supplementary information in accordance with auditing standards generally accepted in the United States of America, which consisted of inquiries of management about the methods of preparing the information and comparing the information for consistency with management’s responses to our inquiries, the basic financial statements, and other knowledge we obtained during our audit of the basic financial statements. We do not express an opinion or provide any assurance on the information because the limited procedures do not provide us with sufficient evidence to express an opinion or provide any assurance. Supplementary Information Our audit was conducted for the purpose of forming opinions on the financial statements that collectively comprise the City’s basic financial statements. The accompanying introductory section, combining and individual nonmajor fund financial statement s and supplemental schedules, schedule of indebtedness, summary financial report, and Schedule of Expenditures of Federal Awards, as required by Title 2 U.S. Code of Federal Regulations Part 200, Uniform Administrative Requirements, Cost Principles, and Audit Requirements for Federal Awards, are presented for purposes of additional analysis and are not a required part of the basic financial statements. 154 6 The combining and individual nonmajor fund financial statements, supplemental schedules, and Schedule of Expenditures of Federal Awards are the responsibility of management and were derived from and relate directly to the underlying accounting an d other records used to prepare the basic financial statements. The information has been subjected to the auditing procedures a pplied in the audit of the basic financial statements and certain additional procedures, including comparing and reconciling such information directly to the underlying accounting and other records used to prepare the basic financial statements or to the financial statements themselves, and other additional procedures in accordance with auditing standards generally accepted in the United States of America. In our opinion, the combining and individual nonmajor fund financial statements, supplemental schedules, and Schedule of Expenditures of Federal Awards are fairly stated, in all material respects, in relation to the bas ic financial statements as a whole. The introductory section , schedule of indebtedness, and summary financial report have not been subjected to the auditing procedures applied in the audit of the basic financial statements, and accordingly, we do not express an opinion or provide a ny assurance on them. Other Reporting Required by Government Auditing Standards In accordance with Government Auditing Standards, we have also issued our report dated June 27, 2025, on our consideration of the City of Corcoran’s internal control over financial reporting and on our tests of its compliance with certain provisions of laws, regulations, contracts, and grant agreements and other matters. The purpose of that report is solely to describe the scope of our testing of internal control over financial reporting and compliance and the results of that testing, and not to provide an op inion on the effectiveness of the City’s internal control over financial reporting or on compliance. That report is an integral part of an audit performed in accordance with Government Auditing Standards in considering the City of Corcoran’s internal control over financial reporting and compliance. SCHLENNER WENNER & CO. St. Cloud, Minnesota June 27, 2025 155 7 REQUIRED SUPPLEMENTARY INFORMATION 156 CITY OF CORCORAN , MINNESOTA MANAGEMENT’S DISCUSSION AND ANALYSIS DECEMBER 31, 2024 8 Our discussion and analysis of the City of Corcoran’s financial performance provides an overview of the City’s financial activities for the year ended December 31, 2024. Please read it in conjunction with the independent auditor’s report on page four and the City’s financial statements, which begin on page eighteen. FINANCIAL HIGHLIGHTS • The assets and deferred outflows of resources of the City of Corcoran exceeded its liabilities and deferred inflows of resources at the close of the most recent fiscal year by $47,938,703 (net position). • The City’s net position increased $7,875,046 compared to the prior year as a result of this year’s operations. • In the City’s business-type activities, revenues increased $4,036,375 while program expenses decreased $168,089 (or 6.99 percent). These changes are discussed in greater detail throughout the following pages. • Total cost of all of the City’s programs decreased $2,918,950 (or 17.23 percent). • In the current year, the City’s General Fund generated more revenue than budgeted by $541,566. Expenditures exceeded the budget by $640,220. See additional details starting on page fifty-nine. • During the year ended December 31, 2024, the City adopted Governmental Accounting Standards Board (GASB) Statement No. 101, Compensated Absences. As a result of adopting this new accounting standard, the 2024 opening net position of the City’s governmental activities was restated. See additional information at Note 5.E. to the financial statements. USING THIS ANNUAL REPORT This annual report consists of a series of financial statements. The Statement of Net Position and the Statement of Activiti es (on pages eighteen and nineteen) provide information about the activities of the City as a whole and present a longer -term view of the City’s finances. Fund financial statements start on page twenty. These statements tell how governmental activity services were financed in the short term as well as what remains for future spending. Fund financial statements also report the City’s ope rations in more detail than the government-wide statements by providing information about the City’s most significant funds. Reporting the City as a Whole Our analysis of the City as a whole begins on page ten. One of the most important questions asked about the City’s finances is, “Is the City as a whole better off or worse off as a result of the year’s activities?” The Statement of Net Position and the Statement of Activities report information about the City as a whole and about its activities in a way that helps answer this question. These statements include all assets, deferred outflows/inflows of resources, and liabilities using the accrual bas is of accounting, which is similar to the accounting used by large private-sector companies. All of the current year’s revenues and expenses are taken into account regardless of when cash is received or paid. These two statements report the City’s net position and changes in net position. You can think of the City’s net position (a ssets and deferred outflows, less liabilities and deferred inflows) as one way to measure the City’s financial health, or financial position. Over time, increases or decreases in the City’s net position are one indicator of whether its financial health is improving o r deteriorating. You will need to consider other nonfinancial factors, however, such as changes in the City’s property tax bas e, costs associated with current and future construction projects, and the condition of the City’s roads, to assess the overall health of the City. 157 CITY OF CORCORAN , MINNESOTA MANAGEMENT’S DISCUSSION AND ANALYSIS DECEMBER 31, 2024 9 USING THIS ANNUAL REPORT (Continued) In the Statement of Net Position and the Statement of Activities, we divide the City into two kinds of activities: • Governmental Activities - Most of the City’s basic services are reported here, including the police, fire, public works, parks departments, and general administration. Property taxes, special assessments, licenses, permits, fees and state aids finance most of these activities. • Business-type Activities - The City charges a fee to customers to help it cover all or most of the cost of certain services it provides. The City’s water and sewer activities are reported here. Reporting the City’s Most Significant Funds Our analysis of the City’s funds begins on page twelve. The fund financial statements begin on page twenty and provide detailed information about the most significant funds - not the City as a whole. Some funds are required to be established by State law and by bond covenants. However, the City Council may establish other funds to help it control and manage money for particular purposes or to show that it is meeting legal responsibilities for using certain taxes, grants and other money. The City’s tw o kinds of funds (governmental and proprietary) use different accounting approaches. • Governmental Funds - Most of the City’s basic services are reported in governmental funds, which focus on how money flows into and out of those funds and the balances left at year -end that are available for spending. These funds are reported using an accounting method called modified accrual accounting, which measures cash and all other financial assets that can readily be converted to cash. The governmental fund statements provide a detailed short -term view of the City’s general government operations and the basic services it provides. Governmental fund information helps you determine whether there are more or fewer financial resources that can be spent in the near future to finance the City’s programs. We describe the relationship (or differences) between governmental activities (reported in the Statement of Net Position and the Statement of Activities) and governmental funds in reconciliations following the governmental fund financial statements. • Proprietary Funds - When the City charges customers for the services it provides, these services are generally reported in proprietary funds. Proprietary funds are reported in the same way that all activities are reported in the Statement of Net Position and the Statement of Activities. In fact, the City’s proprietary funds are the same as the business -type activities we report in the government-wide statements but provide more detail and additional information, such as cash flows, for proprietary funds. 158 CITY OF CORCORAN , MINNESOTA MANAGEMENT’S DISCUSSION AND ANALYSIS DECEMBER 31, 2024 10 THE CITY AS A WHOLE The City’s combined net position increased $7,875,046 from a year ago. Our analysis below focuses on the net position (Table 1) and changes in net position (Table 2) of the City’s governmental and business -type activities. Net Position Governmental Business-Type Total Activities Activities Government 2024 2023 2024 2023 2024 2023 Current and Other Assets 18,139,729$ 21,065,177$ 15,007,000$ 25,589,908$ 33,146,729$ 46,655,085$ Net Capital Assets 28,930,250 25,378,535 33,598,762 16,859,760 62,529,012 42,238,295 Total Assets 47,069,979 46,443,712 48,605,762 42,449,668 95,675,741 88,893,380 Deferred Outflows of Resources 2,302,169 2,974,078 - - 2,302,169 2,974,078 Current Liabilities 3,255,669 3,627,721 3,707,413 2,468,271 6,963,082 6,095,992 Noncurrent Liabilities 15,293,158 16,909,649 25,024,710 25,969,442 40,317,868 42,879,091 Total Liabilities 18,548,827 20,537,370 28,732,123 28,437,713 47,280,950 48,975,083 Deferred Inflows of Resources 2,758,257 2,664,808 - - 2,758,257 2,664,808 Net Position: Net Investment in Capital Assets 17,289,155 13,242,057 8,574,052 6,118,831 25,863,207 19,360,888 Restricted 7,342,209 7,384,027 - - 7,342,209 7,384,027 Unrestricted 3,433,700 5,589,528 11,299,587 7,893,124 14,733,287 13,482,652 Total Net Position 28,065,064$ 26,215,612$ 19,873,639$ 14,011,955$ 47,938,703$ 40,227,567$ Table 1 The net position of the City’s governmental activities increased by $2,013,362 (or 7.73 percent), after adjusting opening net position for restatements . Unrestricted net position (the part of net position that can be used to finance day -to-day operations without constraints established by debt covenants, enabling legislation or other legal requirements) decreased by $2,155,828 (or 38.57 percent) compared to the prior year. The net position of the City’s business-type activities increased by $5,861,684. Expenses were fairly comparable to the prior year, but revenues increased primarily due to Federal grant funding obtained for a City infrastructure project during the current year. 159 CITY OF CORCORAN , MINNESOTA MANAGEMENT’S DISCUSSION AND ANALYSIS DECEMBER 31, 2024 11 THE CITY AS A WHOLE (Continued) Governmental Business-Type Total Activities Activities Government 2024 2023 2024 2023 2024 2023 REVENUES Charges for Services 3,187,751$ 2,839,529$ 1,646,010$ 1,325,601$ 4,833,761$ 4,165,130$ Operating Grants and Contributions 983,200 1,318,122 54,263 54,723 1,037,463 1,372,845 Capital Grants and Contributions (937) 7,514,690 5,756,970 2,338,013 5,756,033 9,852,703 Property Taxes 8,346,438 7,068,208 - - 8,346,438 7,068,208 Intergovernmental 94,458 6,165 - - 94,458 6,165 Franchise Taxes 66,024 66,865 - - 66,024 66,865 Investment Income (Loss)339,316 847,268 1,121,708 824,239 1,461,024 1,671,507 Total Revenues 13,016,250 19,660,847 8,578,951 4,542,576 21,595,201 24,203,423 PROGRAM EXPENSES General Government 3,130,525 2,419,176 - - 3,130,525 2,419,176 Public Safety 4,491,263 4,986,809 - - 4,491,263 4,986,809 Public Works 3,150,004 6,453,343 - - 3,150,004 6,453,343 Sanitation 18,789 15,216 18,789 15,216 Parks and Recreation 693,962 354,663 - - 693,962 354,663 Debt Service 303,762 309,959 - - 303,762 309,959 Water - - 1,675,070 1,768,661 1,675,070 1,768,661 Sewer - - 561,813 636,311 561,813 636,311 Total Expenses 11,788,305 14,539,166 2,236,883 2,404,972 14,025,188 16,944,138 Change in Net Position Prior to Gain (Loss) and Transfers 1,227,945 5,121,681 6,342,068 2,137,604 7,570,013 7,259,285 Gain (Loss) on Disposal of Assets 305,033 22,546 - - 305,033 22,546 Capital Asset Transfers (116,046) - 116,046 - - - Transfers 596,430 592,600 (596,430) (592,600) - - Total Gain (Loss) and Transfers 785,417 615,146 (480,384) (592,600) 305,033 22,546 Change in Net Position 2,013,362 5,736,827 5,861,684 1,545,004 7,875,046 7,281,831 Net Position - Beginning of Year 26,051,702 20,478,785 14,011,955 12,466,951 40,063,657 32,945,736 (2024 Restated) Net Position - End of Year 28,065,064$ 26,215,612$ 19,873,639$ 14,011,955$ 47,938,703$ 40,227,567$ Changes in Net Position Table 2 The City’s total revenues decreased by $2,608,222 (10.78 percent), while the total cost of all programs and services decreased by $2,918,950 (17.23 percent). Our analysis below separately considers the operations of governmental and business-type activities. Governmental Activities Revenue for the City’s governmental activities decreased by $6,644,597 (or 33.80 percent), primarily due to significant developer contributions received in the prior year that were not repeated in 2024 . Expenses for governmental activities also decreased in comparison to the prior year, by $2,750,86 1 (or 18.92 percent). This decrease was largely experienced with the Public Works department, since significant expenditures were incurred in 2023 for repairs and maintenance and various non -capital projects. 160 CITY OF CORCORAN , MINNESOTA MANAGEMENT’S DISCUSSION AND ANALYSIS DECEMBER 31, 2024 12 THE CITY AS A WHOLE (Continued) Table 3 presents the cost of each of the City’s programs (general government, public safety, public works, sanitation, parks and recreation, and debt service) as well as each program’s net cost (total cost less revenues generated by the activities). The net cost shows the financial burden that was placed on the City’s taxpayers by each of these functions. Activities (net of capital ou tlay which is excluded from Table 3) were generally comparable to the prior year as operations remained fairly consistent with the prior year, with the exception of: • Public Works net cost of services increased $3,276,660, primarily due to the aforementioned decrease in developer contributions received and netted against these costs . • General Government net cost of services increased $758,041 (35.34 percent). This increase was the result of various operational costs incurred for personnel and services . • Public Safety net cost of services increased $655,101 (25.92 percent). During 2023, the City received Public Safety funding from the State (reducing these costs on a net basis), which was not repeated in 2024. Governmental Activities Total Cost Net Cost of Services of Services 2024 2023 2024 2023 General Government 3,130,525$ 2,419,176$ 2,903,037$ 2,144,996$ Public Safety 4,491,263 4,986,809 3,182,852 2,527,751 Public Works 3,150,004 6,453,343 1,723,336 (1,553,324) Sanitation 18,789 15,216 18,789 15,216 Parks and Recreation 693,962 354,663 (513,485) (577,773) Debt Service 303,762 309,959 303,762 309,959 Totals 11,788,305$ 14,539,166$ 7,618,291$ 2,866,825$ Table 3 Business-type Activities Revenues of the City’s business-type activities (see Table 2) increased by $4,036,375 (88.86 percent) and program expenses decreased by $168,089 (or 6.99 percent). Revenues increased largely as a result of the previously mentioned Federal grant funding for a City infrastructure project in the current year , as well as additional revenues from charges for utility services. Expenses decreased primarily due to fewer debt service costs related to debt issuance costs. THE CITY’S FUNDS Governmental Funds As the City completed the year, its governmental funds (as presented in the balance sheet on page twenty) reported a combined fund balance of $11,717,897. This is a decrease of $2,803,756 from the prior year. Financial information specific to the governmental funds is detailed below and in the following pages. Such information was derived from the fund financial statements. Increase 2024 2023 (Decrease) General 4,583,379$ 4,528,487$ 54,892$ Fund Balance December 31, Major Funds The fund balance of the General Fund increased by $54,892 compared to 2023. Details of the General Fund’s revenues and expenditures are displayed on the following page. 161 CITY OF CORCORAN , MINNESOTA MANAGEMENT’S DISCUSSION AND ANALYSIS DECEMBER 31, 2024 13 THE CITY’S FUNDS (Continued) General Fund Revenues The City received the majority of its funding in the General Fund from property taxes (72.46 percent) and licenses, permits and fees (18.98 percent). General Fund revenues were comparable to the prior year in aggregate, but various fluctuations were experienced for individual sources. Intergovernmental revenues and investment earnings decreased considerably, but these decreases were offset by additional revenues recognized from property taxes and building permits. General Fund Expenditures 162 CITY OF CORCORAN , MINNESOTA MANAGEMENT’S DISCUSSION AND ANALYSIS DECEMBER 31, 2024 14 THE CITY’S FUNDS (Continued) A significant portion of the City’s General Fund expenditures are used for public safety (43.13 percent). Remaining expenditures are used for general government operations (28.78 percent), public works (23.76 percent), parks and recreation (2.66 percent) and capital outlay (1.67 percent). Overall, the City’s General Fund expenditures increased, primarily due to the additional general government operational costs previously discussed. Additionally, expenditures for public safety and public works increased due to additional costs incurred for personnel and road maintenance. Increase 2024 2023 (Decrease) Fund Balance December 31, Major Funds Debt Service 292,997$ 180,638$ 112,359$ The Debt Service Fund experienced increases in both revenues and expenditures, due to a greater property tax allocation to fund the debt issued in the prior year . Park Capital 5,155,954$ 4,389,485$ 766,469$ The Park Capital Fund activity was comparable to the prior year , with the exception of an increase in initial expenditures for upcoming park projects. City Center Drive (1,778,918)$ 1,212,005$ (2,990,923)$ The City Center Drive Fund balance decreased, primarily due to ongoing construction projects from the prior year. Remaining bond proceeds received in 2023 were spent down during 2024. General Fund Budgetary Highlights The City’s General Fund generated more revenue than budgeted of $541,566. Expenditures exceeded those budgeted by $640,220. Revenues over budget in the current year are primarily due to unbudgeted licenses and permits income. Expenditures over budget were primarily due to unbudgeted Other General Government costs incurred for personnel and services, to maintain the operational stability of the City amidst the growing needs of the community. Proprietary Funds As the City completed the year, its business-type activities reported a combined net position of $19,873,639. This is an increase of $5,861,684 from the prior year. The following is a summary of the City’s major proprietary funds: Increase 2024 2023 (Decrease) Water 11,538,729$ 6,714,937$ 4,823,792$ Net Position December 31, Major Funds The majority of the increase in net position noted above for the Water Fund can be attributed Federal grant funding received to finance an infrastructure project . However, increased utility charges and fees for new connections also contributed to this increase. Sewer 8,250,431$ 7,218,694$ 1,031,737$ The increase in net position noted above for the Sewer Fund was greater than that of the prior year, also due to increases in revenues from utility charges and fees for new connections . 163 CITY OF CORCORAN , MINNESOTA MANAGEMENT’S DISCUSSION AND ANALYSIS DECEMBER 31, 2024 15 CAPITAL ASSET AND DEBT ADMINISTRATION Capital Assets At the end of 2024, the City had $62,529,012 invested in a broad range of capital assets, including land, buildings, infrastructure, and equipment. This amount represents a net increase of $20,290,717 (or 48.04 percent) over last year. Significant capital asset activity from throughout the year included the following: • Approximately $3.1 million for the City Center Drive & 79 th Place project • Approximately $10.9 million for the Water Supply, Treatment, & Storage Facility project • Approximately $3.4 million for the NE Corcoran Trunk Infrastructure project • Approximately $2.5 million for the NE Corcoran Water Tower project • Vehicle purchases for public safety, public works, water and sewer departments • Heavy equipment purchases, including a tractor and skid loader • Crouse Land purchase for approximately $407,000 2024 2023 2024 2023 2024 2023 Land 3,700,474$ 3,292,827$ 647,509$ 647,509$ 4,347,983$ 3,940,336$ Construction In Progress 8,835,455 7,356,840 24,599,349 7,700,072 33,434,804 15,056,912 Buildings 3,080,793 3,289,116 - - 3,080,793 3,289,116 Infrastructure 10,504,316 8,820,237 8,201,192 8,469,865 18,705,508 17,290,102 Equipment 2,809,212 2,619,515 150,712 42,314 2,959,924 2,661,829 Totals 28,930,250$ 25,378,535$ 33,598,762$ 16,859,760$ 62,529,012$ 42,238,295$ Table 4 Capital Assets Net of Depreciation Governmental Business-Type Activities Activities Totals More detailed information about the City’s capital assets is presented in Note 2.B. to the financial statements. Debt At year-end, the City had $36,665,805 in debt versus a balance of $38,496,221 in the prior, as shown in Table 5. Outstanding Debt at Year-End Governmental Activities Activities Totals 2024 2023 2024 2023 2024 2023 General Obligation Bonds 11,105,000$ 11,940,000$ -$ -$ 11,105,000$ 11,940,000$ G.O. Revenue Bonds - - 23,930,000 24,790,000 23,930,000 24,790,000 Unamortized Bond Premium 536,095 586,779 951,440 992,241 1,487,535 1,579,020 Notes Payable - - 143,270 187,201 143,270 187,201 Totals 11,641,095$ 12,526,779$ 25,024,710$ 25,969,442$ 36,665,805$ 38,496,221$ Business-Type Table 5 More detailed information regarding the City’s indebtedness can be found in Note 2.C. to the financial statements. 164 CITY OF CORCORAN , MINNESOTA MANAGEMENT’S DISCUSSION AND ANALYSIS DECEMBER 31, 2024 16 ECONOMIC FACTORS AND NEXT YEAR’S BUDGETS AND RATES The City continues to work towards increasing its unrestricted fund balance and remove unfunded liabilities. The City has experienced significant growth in both commercial-industrial and residential sectors. In 2024, the City issued 39 commercial - industrial building permits and 1,292 residential permits, with a total valuation of $160,604,388. As of early 2025, two commercial-industrial permits and 85 residential permits have been issued, valued at $8,116,484. Property values continue to increase, and new residential development is at a pace of over 300 new homes per year. This growth is reflected in the opening of a new senior living facility with 153 units. A number of commercial and industrial approvals were granted by the City in 2024, including Tonka Auto, a new Domino’s drive-up model, and a preliminary plat for two large speculative industrial buildings within the City’s Northeast District . As of 2025, final plat and site plan approval was granted for one of the industrial buildings to move forward with construction thi s year. A number of r esidential developments are underway, with significant projects like Rush Creek Reserve, Hope Community, Cook Lake Highlands, Woodland Hills, Tavera, Bellwether, Fairway Shores, Heather Meadows, and Upward Acres. CONTACTING THE CITY’S FINANCIAL MANAGEMENT This financial report is designed to provide our citizens, taxpayers, customers and investors and creditors with a general ov erview of the City’s finances and to show the City’s accountability for the money it receives. If you have questions about this rep ort or need additional financial information, contact Jay Tobin, City Administrator, at the City of Corcoran, 8200 County Road 116, Corcoran, MN 55340. 165 17 BASIC FINANCIAL STATEMENTS 166 CITY OF CORCORAN , MINNESOTA STATEMENT OF NET POSITION DECEMBER 31, 2024 See accompanying notes. 18 Governmental Activities Business-Type Activities Totals ASSETS Cash, Cash Equivalents, and Investments 14,624,984$ 11,731,217$ 26,356,201$ Property Taxes Receivable 81,477 - 81,477 Accounts Receivable 78,085 166,121 244,206 Due from Other Governments 2,965,639 3,000,956 5,966,595 Prepaids 18,406 19,702 38,108 Assessments Receivable 371,138 89,004 460,142 Capital Assets Not Being Depreciated 12,535,929 25,246,858 37,782,787 Capital Assets Being Depreciated (Net) 16,394,321 8,351,904 24,746,225 TOTAL ASSETS 47,069,979 48,605,762 95,675,741 DEFERRED OUTFLOWS OF RESOURCES Pensions 2,302,169 - 2,302,169 LIABILITIES Accounts Payable 1,409,336 1,570,285 2,979,621 Salaries Payable 120,342 - 120,342 Payroll Deductions and Employer Contributions 65,057 - 65,057 Construction Contracts Payable 58,437 1,131,339 1,189,776 Deposits Payable 1,377,141 - 1,377,141 Due to Other Governments 80,821 602,436 683,257 Accrued Interest Payable 144,535 403,353 547,888 Noncurrent Liabilities: Due Within One Year: Long-term Liabilities 1,251,237 685,723 1,936,960 Due After One Year: Long-term Liabilities 10,858,578 24,338,987 35,197,565 Net OPEB Liability 1,090,816 - 1,090,816 Net Pension Liability 2,092,527 - 2,092,527 TOTAL LIABILITIES 18,548,827 28,732,123 47,280,950 DEFERRED INFLOWS OF RESOURCES Pensions 2,758,257 - 2,758,257 NET POSITION Net Investment in Capital Assets 17,289,155 8,574,052 25,863,207 Restricted for: Capital Outlay 209,390 - 209,390 Debt Service 291,667 - 291,667 Parks (Dedication Fees)5,247,707 - 5,247,707 Police Expenditures 12,102 - 12,102 Lawful Gambling Purposes 288,792 - 288,792 Hackamore Road Improvements 1,022,034 - 1,022,034 Wetland Restoration 110,856 - 110,856 Pulte Encore Development 159,661 - 159,661 Unrestricted 3,433,700 11,299,587 14,733,287 TOTAL NET POSITION 28,065,064$ 19,873,639$ 47,938,703$ 167 CITY OF CORCORAN , MINNESOTA STATEMENT OF ACTIVITIES FOR THE YEAR ENDED DECEMBER 31, 2024 See accompanying notes. 19 Operating Capital Charges for Grants and Grants and Governmental Business-Type Expenses Services Contributions Contributions Activities Activities Total Governmental Activities: General Government 3,130,525$ 209,230$ 18,108$ 150$ (2,903,037)$ -$ (2,903,037)$ Public Safety 4,491,263 1,083,120 225,291 - (3,182,852) - (3,182,852) Public Works 3,150,004 825,527 602,228 (1,087) (1,723,336) - (1,723,336) Sanitation 18,789 - - - (18,789) - (18,789) Parks and Recreation 693,962 1,069,874 137,573 - 513,485 - 513,485 Debt Service 303,762 - - - (303,762) - (303,762) Total Governmental Activities 11,788,305 3,187,751 983,200 (937) (7,618,291) - (7,618,291) Business-Type Activities: Water 1,675,070 911,691 42,800 4,719,308 - 3,998,729 3,998,729 Sewer 561,813 734,319 11,463 1,037,662 - 1,221,631 1,221,631 Total Business-Type Activities 2,236,883 1,646,010 54,263 5,756,970 - 5,220,360 5,220,360 TOTALS 14,025,188$ 4,833,761$ 1,037,463$ 5,756,033$ (7,618,291) 5,220,360 (2,397,931) General Revenues: Property Taxes 8,346,438 - 8,346,438 Franchise Taxes 66,024 - 66,024 Intergovernmental 94,458 - 94,458 Investment Income 339,316 1,121,708 1,461,024 Gain (Loss) on Sale of Assets 305,033 - 305,033 Total General Revenues 9,151,269 1,121,708 10,272,977 Capital Asset Transfers (116,046) 116,046 - Transfers 596,430 (596,430) - Total General Revenues and Transfers 9,631,653 641,324 10,272,977 CHANGE IN NET POSITION 2,013,362 5,861,684 7,875,046 NET POSITION - BEGINNING OF YEAR 26,215,612 14,011,955 40,227,567 (As Previously Reported) ADJUSTMENTS AND RESTATEMENTS Restatement - Change in Accounting Principle (67,635) - (67,635) Restatement - Correction of an Error (96,275) - (96,275) NET POSITION - BEGINNING OF YEAR 26,051,702 14,011,955 40,063,657 (As Restated) NET POSITION - END OF YEAR 28,065,064$ 19,873,639$ 47,938,703$ Functions/Programs Program Revenues Net (Expense) Revenue and Changes in Net Position Primary Government 168 CITY OF CORCORAN , MINNESOTA BALANCE SHEET GOVERNMENTAL FUNDS DECEMBER 31, 2024 See accompanying notes. 20 General Fund Debt Service Fund Park Capital Fund City Center Drive Fund Nonmajor Governmental Funds Total Governmental Funds ASSETS Cash, Cash Equivalents, and Investments 5,186,676$ 292,127$ 5,284,317$ -$ 3,861,864$ 14,624,984$ Property Taxes Receivable 81,477 - - - - 81,477 Assessments Receivable 36,874 143,205 - - 191,059 371,138 Accounts Receivable 67,886 - - - 10,199 78,085 Due from Other Governments 106,687 870 91,753 2,766,329 - 2,965,639 Due from Other Funds 1,973,453 - - - - 1,973,453 Prepaids 18,406 - - - - 18,406 TOTAL ASSETS 7,471,459$ 436,202$ 5,376,070$ 2,766,329$ 4,063,122$ 20,113,182$ LIABILITIES Accounts Payable 1,132,973$ -$ 128,363$ 2,051$ 145,949$ 1,409,336$ Salaries Payable 120,342 - - - - 120,342 Payroll Deductions and Employer Contributions 65,057 - - - - 65,057 Construction Contracts Payable - - - 56,412 2,025 58,437 Deposits Payable 1,370,820 - - - 6,321 1,377,141 Due to Other Governments 80,536 - - - 285 80,821 Due to Other Funds - - - 1,720,455 252,998 1,973,453 Total Liabilities 2,769,728 - 128,363 1,778,918 407,578 5,084,587 DEFERRED INFLOWS OF RESOURCES Unavailable Revenue: Property Taxes 81,477 - - - - 81,477 Special Assessments 36,875 143,205 - - 191,059 371,139 Other Receivables - - 91,753 2,766,329 - 2,858,082 Total Deferred Inflows of Resources 118,352 143,205 91,753 2,766,329 191,059 3,310,698 FUND BALANCES Nonspendable 18,406 - - - - 18,406 Restricted 209,390 292,997 5,155,954 - 1,593,445 7,251,786 Committed - - - - 143,940 143,940 Assigned - - - - 2,021,807 2,021,807 Unassigned 4,355,583 - - (1,778,918) (294,707) 2,281,958 Total Fund Balances 4,583,379 292,997 5,155,954 (1,778,918) 3,464,485 11,717,897 TOTAL LIABILITIES, DEFERRED INFLOWS OF RESOURCES, AND FUND BALANCES 7,471,459$ 436,202$ 5,376,070$ 2,766,329$ 4,063,122$ 20,113,182$ Capital Projects 169 CITY OF CORCORAN , MINNESOTA RECONCILIATION OF THE BALANCE SHEET – GOVERNMENTAL FUNDS TO THE STATEMENT OF NET POSITION DECEMBER 31, 2024 See accompanying notes. 21 Total Fund Balances - Governmental Funds 11,717,897$ Amounts reported for governmental activities in the Statement of Net Position are different because: Capital assets used in governmental activities are not current financial resources and, therefore, are not reported as assets in governmental funds: Capital Assets 38,787,280$ Accumulated Depreciation (9,857,030) Capital Assets (Net) 28,930,250 Long-term liabilities are not due and payable in the current period and, therefore, are not reported as liabilities in the governmental funds: Bond Principal Payable (11,105,000) Bond Premium, Net of Accumulated Amortization (536,095) Compensated Absences (468,720) (12,109,815) The net OPEB liability represents the present value of projected unfunded future postemployment benefits other than pensions, as determined by an actuary as of the most recent measurement date. Such liability and related balances do not represent the impending use of current financial resources and, therefore, are not reported in the funds: Net OPEB Liability (1,090,816) The net pension liability and related deferred outflows/inflows represent the allocation of pension obligations to the City. Such balances are not reported in the governmental funds: Net Pension Liability (2,092,527) Deferred Outflows - Pensions 2,302,169 Deferred Inflows - Pensions (2,758,257) (2,548,615) Interest payable on long-term debt does not require current financial resources and, therefore, is not reported as a liability in the governmental funds Balance Sheet:(144,535) Other long-term assets are not available to pay for current-period expenditures and, therefore, are reported as unavailable in the governmental funds: Property Taxes Receivable 81,477 Special Assessments Receivable 371,139 Other Receivables 2,858,082 3,310,698 TOTAL NET POSITION OF GOVERNMENTAL ACTIVITIES 28,065,064$ 170 CITY OF CORCORAN , MINNESOTA STATEMENT OF REVENUES, EXPENDITURES , AND CHANGES IN FUND BALANCES GOVERNMENTAL FUNDS FOR THE YEAR ENDED DECEMBER 31, 2024 See accompanying notes. 22 General Fund Debt Service Fund Park Capital Fund City Center Drive Fund REVENUES Property Taxes 7,166,329$ 1,186,608$ -$ -$ Franchise Taxes 66,024 - - - Special Assessments - 84,730 - - Licenses, Permits, and Fees 1,876,783 - - - Intergovernmental 484,183 - - - Charges for Services 206,827 - 1,024,663 - Fines 26,980 - - - Investment Income 38,787 6,175 73,878 122,767 Miscellaneous 24,698 - 100 - TOTAL REVENUES 9,890,611 1,277,513 1,098,641 122,767 EXPENDITURES Current: General Government 2,920,887 - - - Public Safety 4,377,161 - - - Public Works 2,411,500 - - - Sanitation 18,789 - - - Parks and Recreation 270,252 - - - Capital Outlay 169,876 - 335,299 3,113,690 Debt Service: Principal - 835,000 - - Interest and Other Charges - 396,084 - - TOTAL EXPENDITURES 10,168,465 1,231,084 335,299 3,113,690 EXCESS (DEFICIENCY) OF REVENUES OVER (UNDER) EXPENDITURES (277,854) 46,429 763,342 (2,990,923) OTHER FINANCING SOURCES (USES) Sale of Assets 165,830 - - - Transfers In 552,043 65,930 3,127 - Transfers Out (385,127) - - - TOTAL OTHER FINANCING SOURCES (USES)332,746 65,930 3,127 - NET CHANGE IN FUND BALANCES 54,892 112,359 766,469 (2,990,923) FUND BALANCES - BEGINNING 4,583,828 180,638 4,380,229 1,212,005 (As Previously Reported) ADJUSTMENTS AND RESTATEMENTS Adjustment - Change in Major Funds - - - - Restatement - Correction of an Error (55,341) - 9,256 - FUND BALANCES - BEGINNING 4,528,487 180,638 4,389,485 1,212,005 (As Adjusted and Restated) FUND BALANCES - ENDING 4,583,379$ 292,997$ 5,155,954$ (1,778,918)$ Capital Projects 171 CITY OF CORCORAN , MINNESOTA STATEMENT OF REVENUES, EXPENDITURES , AND CHANGES IN FUND BALANCES GOVERNMENTAL FUNDS (Continued) FOR THE YEAR ENDED DECEMBER 31, 2024 See accompanying notes. 23 Hackamore Upgrade Fund Pavement Management Fund Nonmajor Governmental Funds Total Governmental Funds REVENUES Property Taxes -$ 8,352,937$ Franchise Taxes - 66,024 Special Assessments 42,107 126,837 Licenses, Permits, and Fees - 1,876,783 Intergovernmental - 484,183 Charges for Services 45,169 1,276,659 Fines - 26,980 Investment Income 97,709 339,316 Miscellaneous 64,793 89,591 TOTAL REVENUES 249,778 12,639,310 EXPENDITURES Current: General Government 148,523 3,069,410 Public Safety 29,731 4,406,892 Public Works 51,031 2,462,531 Sanitation - 18,789 Parks and Recreation - 270,252 Capital Outlay 1,392,330 5,011,195 Debt Service: Principal - 835,000 Interest and Other Charges - 396,084 TOTAL EXPENDITURES 1,621,615 16,470,153 EXCESS (DEFICIENCY) OF REVENUES OVER (UNDER) EXPENDITURES (1,371,837) (3,830,843) OTHER FINANCING SOURCES (USES) Sale of Assets 264,827 430,657 Transfers In 377,000 998,100 Transfers Out (16,543) (401,670) TOTAL OTHER FINANCING SOURCES (USES)625,284 1,027,087 NET CHANGE IN FUND BALANCES (746,553) (2,803,756) FUND BALANCES - BEGINNING 1,051,759 (89,451) 3,298,920 14,617,928 (As Previously Reported) ADJUSTMENTS AND RESTATEMENTS Adjustment - Change in Major Funds (1,051,759) 89,451 962,308 - Restatement - Correction of an Error - - (50,190) (96,275) FUND BALANCES - BEGINNING - - 4,211,038 14,521,653 (As Adjusted and Restated) FUND BALANCES - ENDING -$ -$ 3,464,485$ 11,717,897$ Formerly Major Funds 172 CITY OF CORCORAN , MINNESOTA RECONCILIATION OF CHANGES IN FUND BALANCES OF GOVERNMENTAL FUNDS TO THE STATEMENT OF ACTIVITIES FOR THE YEAR ENDED DECEMBER 31, 2024 See accompanying notes. 24 Net Change in Fund Balances - Total Governmental Funds (2,803,756)$ Amounts reported for governmental activities in the Statement of Activities are different due to the following: Capital outlays are reported in governmental funds as expenditures. However, in the Statement of Activities, the cost of those assets is allocated over the estimated useful lives as depreciation and amortization expense: Capital Outlay Capitalized - Capital Assets 4,525,620$ Depreciation Expense (1,149,243) Capital Assets Acquired via Trade-in 315,971 Gain (Loss) on Disposal of Assets (24,587) Capital Asset Contribution to Other Funds (116,046) 3,551,715 The issuance of long-term debt provides current financial resources to governmental funds while the repayment of principal of long-term debt consumes the current financial resources of governmental funds. Neither transaction, however, has any effect on net position. Also, governmental funds report the effect of premiums and discounts when debt is first issued, whereas these amounts are deferred and amortized in the Statement of Activities. The amounts below detail the effects of these differences in the treatment of long-term debt and related items: Bond Principal Repayments 835,000 Amortization of Bond Premium 50,684 885,684 Interest on long-term debt in the Statement of Activities differs from the amounts reported in the governmental funds because interest is recognized as an expenditure in the funds only when it is due. In the Statement of Activities, however, interest expense is recognized as the interest accrues, regardless of when it is due: 41,638 Under the modified accrual basis of accounting, certain revenues cannot be recognized until they are available to liquidate liabilities of the current period: Property Taxes (6,499) Special Assessments (127,924) Other Receivables 439,418 304,995 Some expenses reported in the Statement of Activities do not require the use of current financial resources and, therefore, are not reported as expenditures in the governmental funds: Compensated Absences (21,077) Certain liabilities do not represent the impending use of current resources. Therefore, the change in such liabilities and related deferrals are not reported in the governmental funds: Net OPEB Liability and Deferred Outflows/Inflows of Resources 29,792 Net Pension Asset/Liability and Deferred Outflows/Inflows of Resources 24,371 54,163 CHANGE IN NET POSITION OF GOVERNMENTAL ACTIVITIES 2,013,362$ 173 CITY OF CORCORAN , MINNESOTA STATEMENT OF NET POSITION PROPRIETARY FUNDS DECEMBER 31, 2024 See accompanying notes. 25 Nonmajor Water Fund Sewer Fund Storm Fund Totals ASSETS Current Assets Cash and Cash Equivalents 7,272,642$ 4,374,096$ 84,479$ 11,731,217$ Accounts Receivable 96,755 69,366 - 166,121 Due from Other Governments 3,000,765 191 - 3,000,956 Prepaids 19,702 - - 19,702 Total Current Assets 10,389,864 4,443,653 84,479 14,917,996 Noncurrent Assets Capital Assets Not Being Depreciated 25,120,241 126,617 - 25,246,858 Capital Assets Being Depreciated (Net)3,544,355 4,807,549 - 8,351,904 Assessments Receivable 71,203 17,801 - 89,004 Total Noncurrent Assets 28,735,799 4,951,967 - 33,687,766 TOTAL ASSETS 39,125,663 9,395,620 84,479 48,605,762 LIABILITIES Current Liabilities Accounts Payable 1,565,437 4,848 - 1,570,285 Construction Contracts Payable 1,131,339 - - 1,131,339 Due to Other Governments 547,766 54,670 - 602,436 Accrued Interest 388,722 14,631 - 403,353 Debt Due Within One Year 597,323 88,400 - 685,723 Total Current Liabilities 4,230,587 162,549 - 4,393,136 Noncurrent Liabilities Debt Due After One Year 23,356,347 982,640 - 24,338,987 TOTAL LIABILITIES 27,586,934 1,145,189 - 28,732,123 NET POSITION Net Investment in Capital Assets 4,710,926 3,863,126 - 8,574,052 Unrestricted 6,827,803 4,387,305 84,479 11,299,587 TOTAL NET POSITION 11,538,729$ 8,250,431$ 84,479$ 19,873,639$ 174 CITY OF CORCORAN , MINNESOTA STATEMENT OF REVENUES, EXPENSES , AND CHANGES IN NET POSITION PROPRIETARY FUNDS FOR THE YEAR ENDED DECEMBER 31, 2024 See accompanying notes. 26 Nonmajor Water Fund Sewer Fund Storm Fund Totals OPERATING REVENUES Charges for Services 911,691$ 734,319$ -$ 1,646,010$ OPERATING EXPENSES Materials and Supplies 150,675 13,275 - 163,950 Repairs and Maintenance 3,637 2,996 - 6,633 Professional Services 55,032 15,574 - 70,606 Water and Sewer Consumption Charges 369,879 267,462 - 637,341 Insurance 1,051 930 - 1,981 Utilities 12,722 15,980 - 28,702 Depreciation 154,552 210,852 - 365,404 TOTAL OPERATING EXPENSES 747,548 527,069 - 1,274,617 NET OPERATING INCOME 164,143 207,250 - 371,393 NONOPERATING INCOME (EXPENSE) Investment Income (Loss)1,058,830 61,723 1,155 1,121,708 Miscellaneous 42,800 11,463 - 54,263 Interest and Other Charges (927,522) (34,744) - (962,266) NET NONOPERATING INCOME (EXPENSE)174,108 38,442 1,155 213,705 CHANGE IN NET POSITION PRIOR TO CONTRIBUTIONS AND TRANSFERS 338,251 245,692 1,155 585,098 CAPITAL CONTRIBUTIONS AND TRANSFERS Capital Contributions: Connection Fees 1,719,308 1,037,662 - 2,756,970 Intergovernmental 3,000,000 - - 3,000,000 Capital Contributions - Governmental Activities 58,023 58,023 - 116,046 Transfers In - - 5,000 5,000 Transfers Out (291,790) (309,640) - (601,430) TOTAL CAPITAL CONTRIBUTIONS AND TRANSFERS 4,485,541 786,045 5,000 5,276,586 CHANGE IN NET POSITION 4,823,792 1,031,737 6,155 5,861,684 NET POSITION - BEGINNING OF YEAR 6,714,937 7,218,694 78,324 14,011,955 NET POSITION - END OF YEAR 11,538,729$ 8,250,431$ 84,479$ 19,873,639$ 175 CITY OF CORCORAN , MINNESOTA STATEMENT OF CASH FLOWS PROPRIETARY FUNDS FOR THE YEAR ENDED DECEMBER 31, 2024 See accompanying notes. 27 Nonmajor Water Fund Sewer Fund Storm Fund Totals CASH FLOWS FROM OPERATING ACTIVITIES Cash Received from Customers 852,269$ 718,993$ -$ 1,571,262$ Cash Paid to Suppliers (246,440) (313,443) - (559,883) NET CASH PROVIDED BY OPERATING ACTIVITIES 605,829 405,550 - 1,011,379 CASH FLOWS FROM NONCAPITAL FINANCING ACTIVITIES Other Receipts from Customers 42,800 11,463 - 54,263 Net Operating Subsidies and Transfers from (to) Other Funds (291,790) (309,640) 5,000 (596,430) NET CASH USED BY NONCAPITAL FINANCING ACTIVITIES (248,990) (298,177) 5,000 (542,167) CASH FLOWS FROM CAPITAL AND RELATED FINANCING ACTIVITIES Connection Fees 2,019,446 1,005,705 - 3,025,151 Special Assessments 42,999 10,750 - 53,749 Purchases of Capital Assets (16,160,437) (18,965) - (16,179,402) Payments on Debt Principal (818,331) (85,600) - (903,931) Cash Paid for Interest (1,153,996) (36,398) - (1,190,394) NET CASH PROVIDED (USED) BY CAPITAL AND RELATED FINANCING ACTIVITIES (16,070,319) 875,492 - (15,194,827) CASH FLOWS FROM INVESTING ACTIVITIES Investment Income 1,058,830 61,723 1,155 1,121,708 Net Change in Cash and Cash Equivalents (14,654,650) 1,044,588 6,155 (13,603,907) Cash and Cash Equivalents - Beginning of Year 21,927,292 3,329,508 78,324 25,335,124 Cash and Cash Equivalents - End of Year 7,272,642$ 4,374,096$ 84,479$ 11,731,217$ 176 CITY OF CORCORAN , MINNESOTA STATEMENT OF CASH FLOWS (Continued) PROPRIETARY FUNDS FOR THE YEAR ENDED DECEMBER 31, 2024 See accompanying notes. 28 Nonmajor Water Fund Sewer Fund Storm Fund Totals RECONCILIATION OF NET OPERATING INCOME TO NET CASH PROVIDED BY OPERATING ACTIVITIES Net Operating Income 164,143$ 207,250$ -$ 371,393$ Adjustments to Reconcile Net Operating Income to Net Cash Provided by Operating Activities: Depreciation Expense 154,552 210,852 - 365,404 Changes in Assets, Liabilities, and Deferrals: Accounts Receivable (59,422) (15,326) - (74,748) Accounts Payable 346,556 2,774 - 349,330 NET CASH PROVIDED BY OPERATING ACTIVITIES 605,829$ 405,550$ -$ 1,011,379$ 177 CITY OF CORCORAN , MINNESOTA NOTES TO THE BASIC FINANCIAL STATEMENTS DECEMBER 31, 2024 29 NOTE 1 SUMMARY OF SIGNIFICANT ACCOUNTING POLICIES The financial statements of the City of Corcoran , Minnesota (the City) have been prepared in conformity with accounting principles generally accepted in the United States of America (GAAP) as applied to governmental units. GAAP includes all relevant Governmental Accounting Standards Board (GASB) pronouncements. The City of Corcoran operates under a Home Rule Charter form of government. The charter provides for citizen input for initiative, referendum, and recall. Under this plan, the City is governed by an elected mayor and four-member council. The City provides the following services: water, sewer, recreation, public improvements, public safety and general administrative services. 1.A. FINANCIAL REPORTING ENTITY The City’s financial reporting entity is comprised of the primary governmental unit of the City of Corcoran, Minnesota. In determining the financial reporting entity, the City complies with the provisions of GASB Statement No. 14, The Financial Reporting Entity , and includes all component units of which the City appointed a voting majority of the units’ board; the City is either able to impose its will on the unit or a financial benefit or burden relationship exists. Blended Component Units Blended component units are separate legal entities that meet the component unit criteria describe d above and whose governing body is the same or substantially the same as the City Council or the component unit provides services entirely to the City. These component units’ funds are blended into those of the City’s by appropriate activity type to compose the primary government presentation. Currently, the City has the following blended component unit: Economic Development Authority The City created an Economic Development Authority (EDA) by resolution of its City Council. The EDA may not exercise any of the powers enumerated by the authorizing statutes without prior approval of the Board of Commissioners. The activity of the EDA is blended and reported withing the City’s governmental funds due to the financial benefit/burden relationship. The EDA has no activity during the year. Separate financial statements are not issued for this component unit. Discretely Presented Component Units Discretely presented component units are separate legal entities that meet the component unit criteria described above but do not meet the criteria for blending. Currently, the City has no discretely presented component units. 1.B. BASIS OF PRESENTATION Government-wide Financial Statements The Statement of Net Position and Statement of Activities display information about the reporting government as a whole. They include all funds of the reporting entity except for fiduciary funds (of which , the City has none). The statements distinguish between governmental and business-type activities. Governmental activities generally are financed through taxes, intergovernmental revenues , and other nonexchange revenues. Business-type activities are financed in whole or in part by fees charged to external parties for goods and services. 178 CITY OF CORCORAN , MINNESOTA NOTES TO THE BASIC FINANCIAL STATEMENTS DECEMBER 31, 2024 30 NOTE 1 SUMMARY OF SIGNIFICANT ACCOUNTING POLICIES (Continued) 1.B. BASIS OF PRESENTATION (Continued) Fund Financial Statements Fund financial statements of the reporting entity are organized into funds, each of which is considered to be a separate accounting entity. Each fund is accounted for by providing a separate set of self -balancing accounts that constitute its assets, deferred outflows, liabilities, deferred inflows, fund equity, revenues, and expenditures/expenses. Funds are organized into two major categories: governmental and proprietary . An emphasis is placed on major funds within the government al and proprietary categories. A fund is considered major if it is the primary operating fund of the City or meets the following criteria: • Total assets and deferred outflows of resources , liabilities and deferred inflows of resources, revenues or expenditures/expenses of that individual governmental or enterprise fund are at least 10 percent of the corresponding total for all funds of that category or type; and • Total assets and deferred outflows of resources, liabilities and deferred inflows of resources, revenues or expenditures/expenses of that individual governmental or enterprise fund are at least 5 percent of the corresponding total for all governmental and enterprise funds combined. The City reports the following major governmental funds: The General Fund is the primary operating fund of the City and is always classified as a major fund . It is used to account for all activities except those legally or administratively required to be accounted for in other funds . The Debt Service Fund accounts for the accumulation of financial resources for the payment of interest and principal on general long-term debt of the City. Tax levies and special assessments are used for the payment of principal and interest on the City's indebtedness. The City has elected to present this fund as a major fund in the current year, despite the fund not meeting the quantitative criteria discussed above. The Park Capital Fund is a capital project fund used to account for the financial resources to be used for ongoing park improvement related projects. The City Center Drive Fund is a capital project fund used to account for the financial resources to be used for the City Center Drive road improvement project. The City reports the following major proprietary funds: The Water Fund and Sewer Fund are used to account for business-like activities related to the operation of water and sewer systems provided to the general public. These activities are financed primarily by user charges , and the measurement of financial activity focuses on net income measurement similar to the private sector. The City reports the following nonmajor governmental fund types: The Special Revenue Funds account for funds received by the City with a specific purpose. The Capital Project Funds account for financial resources to be used for the acquisition or construction of capital projects (other than capital projects funded by proprietary funds). The Enterprise Funds are used to account for business-like activities provided to the general public. These activities are financed primarily by user charges and the measurement of financial activity focuses on net income measurement similar to the private sector. 179 CITY OF CORCORAN , MINNESOTA NOTES TO THE BASIC FINANCIAL STATEMENTS DECEMBER 31, 2024 31 NOTE 1 SUMMARY OF SIGNIFICANT ACCOUNTING POLICIES (Continued) 1.B. BASIS OF PRESENTATION (Continued) Change in Financial Reporting Entity The following funds were reported as major funds in the prior year, but shifted to a nonmajor fund presentation during the year ended December 31, 2024: • Hackamore Upgrade Fund • Pavement Management Fund 1.C. MEASUREMENT FOCUS AND BASIS OF ACCOUNTING Measurement focus is a term used to describe “which” transactions are recorded within the various financial statements. Basis of accounting refers to “when” transactions are recorded regardless of the measurement focus applied. Measurement Focus On the government-wide Statement of Net Position and the Statement of Activities, both governmental and business -type activities are presented using the economic resources measurement focus as defined in the second bullet point below. In the fund financial statements, the current financial resources measurement focus or the economic resources measurement focus is used as appropriate: • All governmental funds utilize a current financial resources measurement focus. Only current financial assets and liabilities are generally included on their balance sheets. Their operating statements present sources and uses of available spendable financial resources during a given period. These funds use fund balance as their measure of available financial resources at the end of the period. • The government-wide financial statements and proprietary funds utilize an economic resources measurement focus. The accounting objectives of this measurement focus are the determination of operating income, changes in net position (or cost recovery), finan cial position and cash flows. All assets, deferred outflows, liabilities and deferred inflows (whether current or noncurrent) associated with their activities are reported. Proprietary fund equity is classified as net position. Basis of Accounting In the government-wide Statement of Net Position and Statement of Activities, both governmental and business-type activities are presented using the accrual basis of accounting. Under the accrual basis of accounting, revenues are recognized when earned and expenses are recorded when the liability is incurred or economic asset used. Revenues, expenses, gains, losses, assets , liabilities and deferred outflows/inflows resulting from exchange and exchange-like transactions are recognized when the exchange takes place. In the fund financial statements, governmental funds are presented on the modified accrual basis of accounting. Under this modified accrual basis of accounting, revenues are recognized when “measurable and available.” Measurable means knowing or being able to reasonably estimate the amount. Available means collectible within the current period or within sixty days after year end. Expenditures (including capital outlay) are recorded when the related fund liability is incurred, except for general obligati on bond principal and interest which are reported when due. All proprietary funds utilize the accrual basis of accounting. 180 CITY OF CORCORAN , MINNESOTA NOTES TO THE BASIC FINANCIAL STATEMENTS DECEMBER 31, 2024 32 NOTE 1 SUMMARY OF SIGNIFICANT ACCOUNTING POLICIES (Continued) 1.D BUDGETARY INFORMATION Annual budgets are adopted on a basis consistent with generally accepted accounting principles for the General Fund. The appropriated budgets are prepared by fund, function, and department. The City of Corcoran’s department heads may make transfers of appropriations within a department. Transfers of appropriations between departments require the approval of the Council. The legal level of budgetary control (i.e., the level at which expenditures may not legally exceed appropriations) i s the department level. Appropriations in all budgeted funds lapse at the end of the fiscal year. Encumbrance accounting, under which purchase orders , contracts, and other commitments for the expenditure of monies are recorded in order to reserve that portion of the appropria tion, is not employed by the City because it is at present not considered necessary to assure effective budgetary control or to fac ilitate effective cash management. 1.E. USE OF ESTIMATES The preparation of financial statements in conformity with accounting principles generally accepted in the United States of America requires management to make estimates and assumptions that affect the reported amounts of assets, deferred outflows, liabilities and deferred inflows, and disclosure of contingencies related to these balances at the date of the financial statements. Estimates also affect reported amounts of revenues and expenditures/expenses during the reporting period. Actual results could differ from those estimates. 1.F. ASSETS, LIABILITIES, DEFERRED OUTFLOWS/INFLOWS OF RESOURCES , AND EQUITY Cash and Cash Equivalents For purposes of the Statements of Net Position and proprietary fund s Statement of Cash Flows, “cash and cash equivalents” includes all demand, savings and money market savings accounts for the City. Investments Investments are stated at their fair value as determined in accordance with the fair value hierarchy . Short-term investments are reported at amortized cost, provided that the fair value of those investments is not significantly affected by the impairment of the credit standing of the issuer or by other factors. Securities traded on a national or international exchange are valued at the last reported sales price at current exchange rates. Investments that do not have an established market are reported at estimated fair value. Certificates of deposit are stated at cost, plus accrued interest, which approximates fair market value. Net appreciation (depreciation) in fair value of investments includes net unrealized and realized gains and losses. Purchases and sales of securities are recorded on a trade-date basis. See Note 2.A. for additional information related to Cash, Cash Equivalents, and Investments. Interfund Receivables and Payables During the course of operations, transactions occur between individual funds that may result in amounts owed be tween funds. Those related to goods and services type transactions are classified as “due to and from other funds.” Short -term interfund loans are reported as “due to and from other funds.” Long-term interfund loans are reported as “advances to and from other funds.” Interfund receivables and payables between funds within governmental activities , as well as interfund receivables and payables between funds within business-type activities, are eliminated in the Statement of Net Position. See Note 2.D. for details of interfund transactions, including receivables and payables at year -end. 181 CITY OF CORCORAN , MINNESOTA NOTES TO THE BASIC FINANCIAL STATEMENTS DECEMBER 31, 2024 33 NOTE 1 SUMMARY OF SIGNIFICANT ACCOUNTING POLICIES (Continued) 1.F. ASSETS, LIABILITIES, DEFERRED OUTFLOWS/INFLOWS OF RESOURCES , AND EQUITY (Continued) Receivables In the government-wide statements, receivables consist of all revenues earned at year -end and not yet received. Allowances for uncollectible accounts receivable are based upon historical trends and the periodic aging of accounts receivable and are not deemed necessary at year end. Major receivable balances for the governmental activities include taxes, special assessments a nd charges for services. Business-type activities report utility charges and assessments as their major receivables. In the fund financial statements, material receivables in governmental funds include revenue accruals such as taxes, assessme nts, other intergovernmental revenues, fines and charges for services since they are usually both measurable and available. Reven ues collectible but not available are deferred in the fund financial statements in accordance with the modified accrual basis, bu t not deferred in the government-wide financial statements in accordance with the accrual basis. Interest and investment earnings are recorded when earned only if paid within 60 days since they would be considered both measurable and available. Proprietary f und material receivables consist of all revenues earned at year -end and not yet received. Utility accounts receivable and assessments compose the majority of proprietary fund receivables. Allowances for uncollectible accounts receivable are based upon histor ical trends and the periodic aging of accounts receivable. No allowances are deemed necessary at year -end. Prepaids Prepaids represent expenditures/expenses paid during the current year to be recognized in future periods. Capital Assets The accounting treatment over property, plant, equipment, and infrastructure (capital assets) depends on whether the assets are used in governmental or proprietary fund operations and whether they are reported in the government -wide or fund financial statements. Capital assets are defined by the City as assets with an estimated useful life in excess of one year and an initial, individual cost exceeding various thresholds. These thresholds and the range of estimated useful lives by type of asset are as follows: Asset Type Threshold Useful Lives Land $1 Indefinite Land Improvements $10,000 5-30 years Buildings and Improvements $15,000 7-40 years Infrastructure $50,000 15-50 years Roads and Other Construction $25,000 20-40 years Machinery and Equipment $5,000 5-20 years Vehicles $5,000 3-10 years Government-wide Statements In the government-wide financial statements, capital outlay expenditures are accounted for as capital assets. All capital assets are valued at historical cost or estimated historical cost if actual is unavailable, except for donated capital assets which are recorded at their estimated acquisition value at the date of donation. Depreciation and amortization of all exhaustible capital assets is recorded as an allocated expense in the Statement of Activities, with accumulated depreciation and amortization reflected in the Statement of Net Position. Depreciation and amortization are provided over the assets’ estimated useful lives using the straight -line method of depreciation. Fund Financial Statements In the fund financial statements, capital assets used in governmental fund operations are accounted for as capital outlay expenditures of the governmental fund upon acquisition. Capital assets used in proprietary fund operations are accounted for the same as in the government-wide statements. 182 CITY OF CORCORAN , MINNESOTA NOTES TO THE BASIC FINANCIAL STATEMENTS DECEMBER 31, 2024 34 NOTE 1 SUMMARY OF SIGNIFICANT ACCOUNTING POLICIES (Continued) 1.F. ASSETS, LIABILITIES, DEFERRED OUTFLOWS/INFLOWS OF RESOURCES , AND EQUITY (Continued) Accounts Payable Payables in the governmental and proprietary funds are composed almost entirely of payables to vendors. Deposits Payable Liability balances recorded for deposits payable at year -end consist of escrow balances received from local developers and others within the community. Upon satisfying the pre-established terms of the escrow arrangement, these balances are to be repaid by the City. Compensated Absences The City recognizes a liability for compensated absences for leave time that (1) has been earned for services previously rend ered by employees, (2) accumulates and is allowed to be carried over to subsequent years, and (3) is more likely than not to be us ed as time off or settled (paid) during or upon separation from employment. Based on the criteria, the PTO, sick leave, and compensatory leave balances accumulated by City employees qualify for liability recognition as compensated absences. The liability for compensated absences is reported as incurred in the proprietary fund and government -wide financial statements. The liability for compensated absences includes salary -related benefits, where applicable. Postemployment Benefits Other Than Pensions (OPEB) Under the provisions of the various employee contracts, the City provides health insurance coverage for varying lengths of ti me if certain age and minimum years of service requirements are met. The liability r ecognized by the City for these future benefits has been actuarially determined and reported in accordance with GASB Statement 75. Long-Term Debt The accounting treatment of long -term debt depends on whether the liabilities were incurred in relation to governmental fund operations or proprietary fund operations and whether they are reported in the government -wide or fund financial statements. All long-term debt to be repaid from governmental and business -type resources is reported as liabilities in the government-wide statements. The long-term debt consists primarily of general obligation bonds and notes. Long-term debt for governmental funds is not reported as liabilities in the fund financial statements. The debt proceeds are reported as other financing sources and payment of principal and interest are reported as expenditures. The accounting for proprietary funds is the same in the fund statements as it is in the government -wide statements. Net Pension Asset/Liability The net pension liability represents the City’s allocation of its pro -rata share of the net pension liabilities of the Statewide pension plans administered by the Public Employees Retirement Administration. PERA For purposes of measuring the net pension liability, deferred outflows/inflows of resources, and pension expense, information about the fiduciary net position of the Public Employees Retirement Association (PERA) and additions to/deductions from PERA’s fiduciary net position have been determined on the same basis as they are reported by PERA . For this purpose, plan contributions are recognized as of employer payroll paid dates and benefit payments and refunds are recognized when due and payable in accordance with the benefit terms. Investments are reported at fair value. 183 CITY OF CORCORAN , MINNESOTA NOTES TO THE BASIC FINANCIAL STATEMENTS DECEMBER 31, 2024 35 NOTE 1 SUMMARY OF SIGNIFICANT ACCOUNTING POLICIES (Continued) 1.F. ASSETS, LIABILITIES, DEFERRED OUTFLOWS/INFLOWS OF RESOURCES , AND EQUITY (Continued) Deferred Outflows/Inflows of Resources In addition to assets, the Statement of Net Position reports a separate section for deferred outflows of resources. This element represents a consumption of net position that applies to future periods and, therefore, will not be recognized as an outflow of resources (expense) until that time. The City reports deferred outflows of resources in the government -wide Statement of Net Position in relation to the activity of the pension funds in which City employees participate. In addition to liabilities, the Statement of Net Position and Balance Sheet report a separate section for deferred inflows of resources. This element represents an acquisition of net position or fund balance that applies to future periods and, theref ore, will not be recognized as an inflow of resources (revenue) until that time. The City reports property taxes, special assessments and other receivables as deferred inflows of resources in the governmental fund financial statements, in accordance with the modified accrual basis of accounting. Accordingly, such amounts are deferred and recognized as inflows of resources in the period tha t they become available. In addition, the City reports deferred inflows of resources in the government -wide Statement of Net Position in relation to the activity of the pension fund plans in which City employees participate. See Note 3 for additional information pertaining to the deferred outflows and deferred inflows recorded to account for pension activities. Equity Classifications Government-wide Statements Equity is classified as net position and displayed in three components: Net Investment in Capital Assets – Consists of capital assets, including restricted capital assets, net of accumulated depreciation and amortization, and reduced by the outstanding balances of any bonds, mortgages, notes or other borrowings that are attributable to the acquisition, construction or improvement of those assets. Restricted – Consists of net position with constraints placed on the use either by 1) external groups such as creditors, grantors, contributors or laws or regulations of other governments; or 2) law through constitutional provisions or enabling legislation . Unrestricted – Remaining balance of net position that does not meet the definition of “restricted” or “net investment in capital assets.” It is the City’s policy to consider restricted net position to its depletion before unrestricted net position is applied. Fund Statements Governmental Fund Financial Statements – In the fund financial statements, governmental funds report fund balances as either nonspendable, restricted, committed, assigned or unassigned. When the City incurs an expenditure for which it may use either restricted or unrestricted fund balances, it uses restricted fund balances first unless unrestricted fund balances will have to be returned because they were not used. When the City incurs an expenditure for purposes for which amounts in any unrestricted fund balance classification could be used, it uses fund balances in the following order: Committed, assigned, unassigned. Nonspendable – Includes amounts that cannot be spent because they are either not in spendable form, or legally or contractually required to be maintained intact. The nonspendable fund balances at December 31, 2024 consist of prepaid expenditures. Restricted – The portion of fund balance which is not available for appropriation, or which has been legally segregated for a specific purpose. 184 CITY OF CORCORAN , MINNESOTA NOTES TO THE BASIC FINANCIAL STATEMENTS DECEMBER 31, 2024 36 NOTE 1 SUMMARY OF SIGNIFICANT ACCOUNTING POLICIES (Continued) 1.F. ASSETS, LIABILITIES, DEFERRED OUTFLOWS/INFLOWS OF RESOURCES , AND EQUITY (Continued) Committed – Amounts that can only be used for specific purposes pursuant to constraints imposed by formal action of the City Council, which is the highest level of decision -making authority. Committed amounts cannot be used for any other purpose unless the City Council modifies or rescinds the commitment by resolution. Assigned – Amounts that are constrained by the City’s intent to be used for specific purposes, but are neither restricted nor committed. The City Administrator shall have the authority to assign fund balance. Unassigned – This classification represents fund balance that has not been assigned to other funds and that has not been restricted, committed, or assigned to specific purposes within the General Fund. The City has formally adopted a policy under which it strives to maintain a minimum unassigned General Fund balance of not less than 42 percent (approximately 5 months) of the General Fund’s budgeted operating expenditures for the following year. See Note 2.E. for additional disclosures. Proprietary Fund Financial Statements – Proprietary fund equity is classified the same as in the government-wide statements, as described on the previous page. 1.G. REVENUES, EXPENDITURES , AND EXPENSES Property Tax Under State law, municipalities are limited in their ability to levy a property tax. The City levies its property tax for the subsequent year during the month of December. Hennepin County is the collecting agency for the levy and remits the collections to the City. In the fund financial statements, property taxes are recorded as revenue in the period levied to the extent they are collected within 60 days of year-end. December 31st is the last day the City can certify a tax levy to the County for collection the following year. The County creates the tax list for all taxable property in the City and applies the applicable tax rate to the tax capacity of individual prope rties to arrive at the actual tax for each property. The County also collects all special assessments, except for certain prepayments paid directly to the City. The County collects all taxes and assessments, except as noted above. The County mails copies of all real estate and personal property tax statements. Each year, property owners are required to pay one half of their real estate taxes by May 15 and the balance by October 15. Penalties and interest are assessed to property owners who do not pay their property taxes and special assessments by the due dates. Delinquent taxes receivable includes the past six years’ uncollected taxes. Delinquent taxes have been offset by deferred inflows of resources for taxes not received within 60 days after year end in the fund financial statements. Special Assessments Special assessments are levied against benefited properties for the cost or a portion of the cost of special assessment impro vement projects in accordance with State Statutes. These assessments are collectible by the City over a term of years usually consis tent with the term of the related bond issue. Collection of annual installments (including interest) is handled by the County Audi tor in the same manner as property taxes. Property owners are allowed to (and often do) prepay future installments without interest or prepayment penalties. Within the government-wide financial statements, the City recognizes special assessment revenue in the period that the assessment roll was adopted by the City Council. Uncollectible special assessments are not material and have not been reported. 185 CITY OF CORCORAN , MINNESOTA NOTES TO THE BASIC FINANCIAL STATEMENTS DECEMBER 31, 2024 37 NOTE 1 SUMMARY OF SIGNIFICANT ACCOUNTING POLICIES (Continued) 1.G. REVENUES, EXPENDITURES AND EXPENSES (Continued) Within the governmental fund financial statements, the revenue from special assessments is recognized by the City when it becomes measurable and available to finance expenditures of the current fiscal period. In practice, current and delinquent special assessments received by the City are recognized as revenue for the current year. Special assessments are collected by the Cou nty and remitted by December 31 st (remitted to the City the following January) and are also recognized as revenue for the current year. All remaining delinquent, deferred, and special deferred assessments receivable in governmental funds are completely offset b y deferred inflows of resources. Program Revenues Program revenues reported in the government-wide financial statements include (1) charges to customers or applicants who purchase, use, or directly benefit from goods, services, or privileges provided or fines imposed by a given function or segme nt, and (2) grants and contributions (including special assessments) that are restricted to meeting the operational or capital requirements of a particular function or segment. All taxes, including those dedicated for specific purposes, and other inter nally dedicated resources are reported as general revenues rather than as program revenues. Operating Revenues and Expenses Operating revenues and expenses for proprietary funds are those that result from providing services and producing and deliver ing goods and/or services. It also includes all revenue and expenses not related to capital and noncapital financing or investin g activities. Expenditures/Expenses In the government-wide financial statements, expenses are classified by function for both governmental and business -type activities. In the fund financial statements, expenditures are classified as follows: Governmental Funds - By Character Current (further classified by Function) Capital Outlay Debt Service Proprietary Funds - By Operating and Nonoperating In the fund financial statements, governmental funds report expenditures of financial resources. Proprietary funds report ex penses relating to use of economic resources. Interfund Transfers Permanent reallocations of resources between funds of the reporting entity are classified as interfund transfers. For the purpose of the Statement of Activities, all interfund transfers between individual governmental funds, as well as all interfund transfer s between individual proprietary funds, have been eliminated. See additional information at Note 2.D. 1.H. RECENTLY ISSUED ACCOUNTING STANDARDS During the current fiscal year, the City adopted Governmental Accounting Standard Board (GASB) Statement No. 101, Compensated Absences. This standard provides updated recognition and measurement guidance for recording compensated absences. For additional information regarding the impact of adopting this standard, see Note 5.E. 186 CITY OF CORCORAN , MINNESOTA NOTES TO THE BASIC FINANCIAL STATEMENTS DECEMBER 31, 2024 38 NOTE 2 DETAIL NOTES ON TRANSACTION CLASSES/ACCOUNTS The following notes present detail information to support the amounts reported in the basic financial statements for its various assets, liabilities, deferred outflows/inflows of resources, equity, revenues , and expenditures/expenses. 2.A. CASH, CASH EQUIVALENTS, AND INVESTMENTS Deposits In accordance with applicable Minnesota Statutes, the City maintains deposits at depository banks authorized by the City Council. Minnesota Statutes require that all City deposits be protected by insurance, surety bond , or collateral. The market value of collateral pledged must equal 110 percent of the deposits not covered by insurance or bonds (100 percent if collateral pledge d is irrevocable standby letters of credit issued by the Federal Home Loan Bank). The City complies with such laws. Authorized collateral in lieu of a corporate surety bond includes: • United States Government Treasury bills, Treasury notes, Treasury bonds; • Issues of United States government agencies and instrumentalities as quoted by a recognized industry quotation service available to the government entity; • A general obligation of a state or local government, with taxing powers, rated “A” or better; • A revenue obligation of a state or local government, with taxing powers, rated “AA” or better; • Unrated general obligation securities of a local government, with taxing powers, pledged as collateral against funds deposited by that same local government entity; • Irrevocable standby letter of credit issued by a Federal Home Loan Bank accompanied by written evidence that the Federal Home Loan Bank’s public debt is rated “AA” or better by Moody’s or Standard and Poor’s; or • Time deposits insured by any federal agency. Minnesota Statutes require that all collateral shall be placed in safekeeping in a restricted account at a Federal Reserve Ba nk, or in an account at a trust department of a commercial bank or other financial institution that is not owned or controlled by the f inancial institution furnishing the collateral. The selection should be approved by the City. At December 31, 2024, the City’s deposits were exposed to custodial credit risk. The City’s deposits exceeded both federal depository insurance and collateral held by the City’s agent in the City’s name by $3,499,411. Investments The City may also invest idle funds as authorized by Minnesota Statutes as follows: direct obligations guaranteed by the Unit ed States or its agencies; shares of investment companies registered under the Federal Investment Company Act of 1940 that received the highest credit rating, are rated in one of the two highest rating categories by a statistical rating agency, and all of t he investments have a final maturity of 13 months or less; general obligations rated “A” or better; revenue obligations rated “A A” or better; general obligations of the Minnesota Housing Finance Agency rated “A” or better; bankers’ acceptances of United State s banks eligible for purchase by the Federal Reserve System; commercial paper issued by United States corporations or their Canadian subsidiaries, rated of the highest quality category by at least two nationally recognized rating agencies, and matur ing in 270 days or less; Guaranteed Investment Contracts guaranteed by a United States commercial bank, domestic branch of a foreign bank, or a United States insurance company, and with a credit quality in one of the top two highest categories; repurchase or reverse purchase agreements and securities lending agreements with financial institutions qualified as a “depository” by the government entity, with banks that are members of the Federal Reserve System with capitalization exceeding $10,000,000, a primary reporting dealer in U.S. government securities to the Federal Reserve Bank of New York, or certain Minnesota securiti es broker-dealers. The City does not have any investment policies that would further limit investment choices. 187 CITY OF CORCORAN , MINNESOTA NOTES TO THE BASIC FINANCIAL STATEMENTS DECEMBER 31, 2024 39 NOTE 2 DETAIL NOTES ON TRANSACTION CLASSES/ACCOUNTS (Continued) 2.A. CASH, CASH EQUIVALENTS, AND INVESTMENTS (Continued) Investment balances at December 31, 2024 are as follows: S & P's Credit Fair Value Fair Less Rating Level Value Than 1 Pooled Investments 4M Money Market Accounts N/A N/A 12,122,660$ 12,122,660$ Non-pooled Investments Money Market Mutual Funds N/A Level 1 1,389,885 1,389,885 Totals 13,512,545$ 13,512,545$ Investment Type Maturities Investment (in Years) The investments of the City are subject to the following risks: • Credit risk is the risk that an issuer or other counterparty to an investment will not fulfill its obligations. Ratings are provided by various credit rating agencies and , where applicable, indicate associated credit risk as indicated in the table above. Minnesota Statutes limit the City’s investments. • Custodial credit risk is the risk that in the event of a failure of the counterparty to a transaction, a government will not be able to recover the value of investment or collateral securities that are in the possession of an outside party. The City does not have a formal investment policy to address custodial credit risk but typically limits its exposure by purchasing insured or registered investments. • Concentration of credit risk is the risk associated with investing a significant portion of the City’s investments (considered 5 percent or more) in the securities of a single issuer, excluding U.S. guaranteed investments (such as treasuries), investment pools and mutual funds. The City has no formal policy limiting the amounts that may be invested in any one issuer. • Interest rate risk is the risk that changes in interest rates will adversely affect the fair value of an investment. The City has no formal policy to address interest rate risk. The City categorizes its fair value measurements within the fair value hierarchy established by accounting principles general ly accepted in the United States of America. The hierarchy is based on the valuation inputs used to measure the fair value of t he asset. Level 1 inputs are quoted prices in active markets for identical assets; Level 2 inputs are significant other observab le inputs; Level 3 inputs are significant unobservable inputs. See the table above for the City’s recurring fair value measurements as of December 31, 2024. The 4M Municipal Money Market Fund is an external investment pool not registered with the Securities Exchange Commission (SEC) that follow the same regulatory rules of the SEC under rule 2a7. The fair value of the position in the pool is the same as the value of the pool shares. The investment in the 4M pooled funds is not subject to the credit risk classifications as noted in GASB Statement No. 72. 188 CITY OF CORCORAN , MINNESOTA NOTES TO THE BASIC FINANCIAL STATEMENTS DECEMBER 31, 2024 40 NOTE 2 DETAIL NOTES ON TRANSACTION CLASSES/ACCOUNTS (Continued) 2.A. CASH, CASH EQUIVALENTS, AND INVESTMENTS (Continued) Deposits and Investments Summary The following is a summary of total cash, cash equivalents and investments: Carrying Amount of Deposits 12,843,656$ Investments 13,512,545 Total 26,356,201$ A reconciliation of cash , cash equivalents and investments are as follows: Government-wide Cash, Cash Equivalents, and Investments 26,356,201$ 189 CITY OF CORCORAN , MINNESOTA NOTES TO THE BASIC FINANCIAL STATEMENTS DECEMBER 31, 2024 41 NOTE 2 DETAIL NOTES ON TRANSACTION CLASSES/ACCOUNTS (Continued) 2.B. CAPITAL ASSETS Capital asset activity for the year ended December 31, 2024 is as follows: Balance at Balance at 01/01/24 Additions Disposals Transfers 12/31/24 Governmental Activities: Capital Assets not Being Depreciated Land 3,292,827$ 407,647$ -$ -$ 3,700,474$ Construction In Progress 7,356,840 3,532,311 (15,009) (2,038,687) 8,835,455 Total Capital Assets not Being Depreciated 10,649,667 3,939,958 (15,009) (2,038,687) 12,535,929 Capital Assets Being Depreciated Buildings 6,040,677 - - - 6,040,677 Infrastructure 10,625,781 - - 2,038,687 12,664,468 Equipment 7,031,490 901,633 (270,871) (116,046) 7,546,206 Total Capital Assets Being Depreciated 23,697,948 901,633 (270,871) 1,922,641 26,251,351 Less: Accumulated Depreciation Buildings (2,751,561) (208,323) - - (2,959,884) Infrastructure (1,805,544) (354,608) - - (2,160,152) Equipment (4,411,975) (586,312) 261,293 - (4,736,994) Total Accumulated Depreciation (8,969,080) (1,149,243) 261,293 - (9,857,030) Total Capital Assets Being Depreciated, Net 14,728,868 (247,610) (9,578) 1,922,641 16,394,321 Capital Assets, Net 25,378,535$ 3,692,348$ (24,587)$ (116,046)$ 28,930,250$ Depreciation is charged to governmental activities as follows: General Government 57,304$ Parks and Recreation 28,123 Police 150,254 Public Works 913,562 Total Depreciation Expense 1,149,243$ 190 CITY OF CORCORAN , MINNESOTA NOTES TO THE BASIC FINANCIAL STATEMENTS DECEMBER 31, 2024 42 NOTE 2 DETAIL NOTES ON TRANSACTION CLASSES/ACCOUNTS (Continued) 2.B. CAPITAL ASSETS (Continued) Balance at Balance at 01/01/24 Additions Disposals Transfers 12/31/24 Business-Type Activities: Capital Assets not Being Depreciated Land 647,509$ -$ -$ -$ 647,509$ Construction In Progress 7,700,072 16,899,277 - - 24,599,349 Total Capital Assets not Being Depreciated 8,347,581 16,899,277 - - 25,246,858 Capital Assets Being Depreciated Infrastructure 10,732,686 89,083 - - 10,821,769 Equipment 57,700 - - 116,046 173,746 Total Capital Assets Being Depreciated 10,790,386 89,083 - 116,046 10,995,515 Less: Accumulated Depreciation Infrastructure (2,262,821) (357,756) - - (2,620,577) Equipment (15,386) (7,648) - - (23,034) Total Accumulated Depreciation (2,278,207) (365,404) - - (2,643,611) Total Capital Assets Being Depreciated, Net 8,512,179 (276,321) - 116,046 8,351,904 Capital Assets, Net 16,859,760$ 16,622,956$ -$ 116,046$ 33,598,762$ Depreciation is charged to business type activities as follows: Water 154,552$ Sewer 210,852 Total Depreciation Expense 365,404$ 191 CITY OF CORCORAN , MINNESOTA NOTES TO THE BASIC FINANCIAL STATEMENTS DECEMBER 31, 2024 43 NOTE 2 DETAIL NOTES ON TRANSACTION CLASSES/ACCOUNTS (Continued) 2.C. NONCURRENT LIABILITIES Debt Detail General Obligation Bonds The City of Corcoran issues general obligation bonds to finance the acquisition and construction of major capital facilities and infrastructure throughout the City . General obligation bonds have been issued for activities pertaining to governmental operations. General obligation bonds and direct obligations and pledge the full faith and credit of the City of Corcoran. General obligation bonds at December 31, 2024 consist of the following: Governmental Activities Issue Original Annual Interest Maturity Remaining Date Amount Payment Rate(s)Date Amount 05/16 290,000$ $30,000 - $35,000 2.00 - 2.40%02/26 70,000$ 05/16 2,625,000 $55,000 - $250,000 2.00 - 2.40%02/32 1,030,000 05/18 600,000 $60,000 - $75,000 3.00 - 3.125%02/28 285,000 05/18 1,235,000 $65,000 - $100,000 3.00 - 3.125%02/34 880,000 07/20 805,000 $80,000 - $95,000 2.00%02/30 555,000 11/20 3,365,000 $145,000 - $245,000 1.00 - 2.00%02/38 2,895,000 06/22 1,800,000 $170,000 - $230,000 3.125 - 4.00%02/32 1,630,000 05/23 3,760,000 $185,000 - $310,000 4.00 - 5.00%02/39 3,760,000 Total Governmental Activities G.O. Bonds Payable 11,105,000$ General Obligation Bonds Years Ending December 31, Principal Interest Total 2025 1,045,000$ 331,183$ 1,376,183$ 2026 1,075,000 299,283 1,374,283 2027 1,070,000 266,658 1,336,658 2028 915,000 234,948 1,149,948 2029 860,000 205,053 1,065,053 2030-2034 3,780,000 627,154 4,407,154 2035-2039 2,360,000 177,930 2,537,930 Totals 11,105,000$ 2,142,209$ 13,247,209$ Future Debt Service Requirements General Obligation Bonds General Obligation Revenue Bonds The City of Corcoran issues general obligation revenue bonds to finance the construction and improvement of utilities infrastructure and facilities throughout the City . General obligation revenues bonds have been issued for activities pertaining to business-type operations. They will be repaid from future net revenue pledged from the Water and Sewer funds and are backed by the full faith and credit of the City of Corcoran. General obligation revenue bonds at December 31, 2024 consist of the following: 192 CITY OF CORCORAN , MINNESOTA NOTES TO THE BASIC FINANCIAL STATEMENTS DECEMBER 31, 2024 44 NOTE 2 DETAIL NOTES ON TRANSACTION CLASSES/ACCOUNTS (Continued) 2.C. NONCURRENT LIABILITIES (Continued) Business-Type Activities Issue Original Annual Interest Maturity Remaining Date Amount Payment Rate(s)Date Amount 08/14 3,130,000$ $85,000 - $190,000 2.00 - 3.625%02/35 1,915,000$ 07/20 1,145,000 $105,000 - $125,000 2.00%02/31 825,000 05/23 21,785,000 $370,000 - $1,210,000 4.00 - 5.00%02/53 21,190,000 Total Business-Type Activities G.O. Revenue Bonds Payable 23,930,000$ General Obligation Revenue Bonds Years Ending December 31, Principal Interest Total 2025 640,000$ 955,300$ 1,595,300$ 2026 670,000 929,175 1,599,175 2027 690,000 901,925 1,591,925 2028 720,000 873,550 1,593,550 2029 745,000 843,756 1,588,756 2030-2034 3,745,000 3,737,575 7,482,575 2035-2039 3,425,000 2,995,944 6,420,944 2040-2044 3,935,000 2,278,100 6,213,100 2045-2049 4,790,000 1,408,000 6,198,000 2050-2053 4,570,000 374,600 4,944,600 Totals 23,930,000$ 15,297,925$ 39,227,925$ Future Debt Service Requirements G.O. Revenue Bonds Notes Payable The City has the following notes payable outstanding at year -end for water connection charges: Business-Type Activities Issue Original Annual Interest Maturity Remaining Date Amount Payment Rate(s)Date Amount 01/14 300,000$ $11,570 - $38,151 5.50%12/27 107,933$ 02/16 117,790 $11,779 0.00%01/27 35,337 Total Business-Type Activities Notes Payable 143,270$ Notes Payable 193 CITY OF CORCORAN , MINNESOTA NOTES TO THE BASIC FINANCIAL STATEMENTS DECEMBER 31, 2024 45 NOTE 2 DETAIL NOTES ON TRANSACTION CLASSES/ACCOUNTS (Continued) 2.C. NONCURRENT LIABILITIES (Continued) Years Ending December 31, Principal Interest Total 2025 45,723$ 5,458$ 51,181$ 2026 47,617 3,566 51,183 2027 49,930 1,251 51,181 Totals 143,270$ 10,275$ 153,545$ Future Debt Service Requirements Notes Payable Changes in Noncurrent Liabilities The follow ing is a summary of changes in noncurrent liabilities , excluding the net pension liability, for the year ended December 31, 2024: Amounts Due Balance Balance Within Type of Debt 1/1/2024 Additions Deductions 12/31/2024 One Year Governmental Activities: General Obligation Bonds 11,940,000$ -$ (835,000)$ 11,105,000$ 1,045,000$ Unamortized Bond Premium 586,779 - (50,684) 536,095 - Compensated Absences *447,641 21,079 - 468,720 206,237 Total 12,974,420$ 21,079$ (885,684)$ 12,109,815$ 1,251,237$ Business-Type Activities: G.O. Revenue Bonds 24,790,000$ -$ (860,000)$ 23,930,000$ 640,000$ Unamortized Bond Premium 992,241 - (40,801) 951,440 - Notes Payable 187,201 - (43,931) 143,270 45,723 Total 25,969,442$ -$ (944,732)$ 25,024,710$ 685,723$ *The opening balance for compensated absences has been revised to reflect the impact of the adoption of GASB 101. See additional information at Note 5.E. Governmental activity debt is typically funded through the Debt Service Fund s. Business-type activity debt is funded through the Water and Sewer Funds. Interest expense totals $1,316,217 in the Statement of Activities (included in the Debt Service , Water, and Sewer lines). Interest expenditures total $395,589 for the Statement of Revenues, Expenditures and Changes in Fund Balances – Governmental Funds (included in the line Interest and Other Charges) and $962,266 in the Statement of Revenues, Expenses, and Changes in Net Position – Proprietary Funds (included in the line Interest and Other Charges). 194 CITY OF CORCORAN , MINNESOTA NOTES TO THE BASIC FINANCIAL STATEMENTS DECEMBER 31, 2024 46 NOTE 2 DETAIL NOTES ON TRANSACTION CLASSES/ACCOUNTS (Continued) 2.D. INTERFUND TRANSACTIONS AND BALANCES Operating transfers consist of the following for the year ended December 31, 2024: Transfers Out Total General Fund 385,127$ -$ -$ 3,127$ 377,000$ 5,000$ 385,127$ Water Fund 291,790 267,750 24,040 - - - 291,790 Sewer Fund 309,640 267,750 41,890 - - - 309,640 Governmental 16,543 16,543 - - - - 16,543 1,003,100$ 552,043$ 65,930$ 3,127$ 377,000$ 5,000$ 1,003,100$ Major Funds Transfers In Nonmajor Funds Major Funds General Fund Debt Service Fund Park Capital Fund Proprietary Nonmajor Funds Govern- mental Transfers are used to (a) move revenues from the fund that statute or budget requires to collect them to the fund that statut e or budget require to expend them and to (b) use unrestricted revenues collected in the General Fund to finance various programs accounted for in other funds in accordance with budgetary authorizations. The interfund balances at December 31, 2024 are as follows: Due To Fund Due From Fund Amount Reason General Fund Pavement Management Fund 25,358$ Eliminate fund cash deficit General Fund City Center Drive Fund 1,720,455 Eliminate fund cash deficit General Fund Police Donation Fund 4,052 Eliminate fund cash deficit General Fund Capital Equip- Cert Fund 223,588 Eliminate fund cash deficit Total Interfund Balances 1,973,453 Government Fund Elimination (1,973,453) Government-wide Internal Balances -$ Short-Term Balances Interfund balances for the cash deficits above are to be repaid as cash flows become available from charges for services, property taxes, or State aids. 195 CITY OF CORCORAN , MINNESOTA NOTES TO THE BASIC FINANCIAL STATEMENTS DECEMBER 31, 2024 47 NOTE 2 DETAIL NOTES ON TRANSACTION CLASSES/ACCOUNTS (Continued) 2.E. FUND EQUITY At December 31, 2024, governmental fund equity consists of the following: Nonspendable Restricted Committed Assigned Unassigned General Fund Nonspendable - Prepaids 18,406$ -$ -$ -$ -$ Restricted for Capital Outlay - 209,390 - - - Unassigned - - - - 4,355,583 Total General Fund Balance 18,406$ 209,390$ -$ -$ 4,355,583$ Debt Service Fund Restricted for Debt Service -$ 292,997$ -$ -$ -$ Park Capital Fund Restricted for Parks (Park Dedication Fees)-$ 5,155,954$ -$ -$ -$ City Center Drive Fund Unassigned -$ -$ -$ -$ (1,778,918)$ Nonmajor Governmental Funds Restricted for Police Expenditures -$ 12,102$ -$ -$ -$ Restricted for Lawful Gambling Purposes - 288,792 - - - Restricted for Hackamore Road Improvements - 1,022,034 - - - Restricted for Wetland Restoration - 110,856 - - - Restricted for Pulte Encore Development - 159,661 - - - Committed for Police Expenditures - - 41,728 - - Committed for Truck Safety - - 1,741 - - Committed for Emergency Sirens - - 100,471 - - Assigned for Long Range Capital Planning - - - 1,965,670 - Assigned for Public Works Facility - - - 56,137 - Unassigned - - - - (294,707) Total Nonmajor Governmental Funds Balance -$ 1,593,445$ 143,940$ 2,021,807$ (294,707)$ Additionally, nonmajor funds with deficit fund balances at December 31, 2024 are as follows: Fund Deficit Police Donation Fund (4,052)$ Pavement Management Fund (51,092)$ Capital Equip-Cert Fund (239,563)$ Nonmajor Governmental Funds 196 CITY OF CORCORAN , MINNESOTA NOTES TO THE BASIC FINANCIAL STATEMENTS DECEMBER 31, 2024 48 NOTE 3 DEFINED BENEFIT PENSION PLANS - STATEWIDE Plan Description The City participates in the following cost-sharing multiple-employer defined benefit pension plans administered by the Public Employees Retirement Association of Minnesota (PERA). These plan provisions are established and administered according to Minnesota Statutes chapters 353, 353D, 353E, 353G, and 356. Minnesota Statutes chapter 356 defines each plan’s financial reporting requirements. PERA’s defined benefit pension plans are tax qualified plans under Section 401(a) of the Internal Rev enue Code. General Employees Retirement Plan Membership in the General Plan includes employees of counties, cities, townships, schools in non -certified positions, and other governmental entities whose revenues are derived from taxation, fees, or assessments. Plan membership is required for any employee who is expected to earn more than $425 in a month, unless the employee meets exclusion criteria. Public Employees Police and Fire Plan Membership in the Police & Fire Plan includes full -time, licensed police officers and firefighters who meet the membership criteria defined in Minnesota Statutes section 353.64 and who are not earning service credit in any other PERA retirement pla n or a local relief association for the same service. Employers can provide Police & Fire Plan coverage for part -time positions and certain other public safety positions by submitting a resolution adopted by the entity’s governing body. The resolution must state that the position meets plan requirements. Benefits Provided PERA provides retirement, disability, and death benefits. Benefit provisions are established by State Statute and can only be modified by the State Legislature. Vested, terminated employees who are entitled to benefits, but are not receiving them yet , are bound by the provisions in effect at the time they last terminated their public service. When a member is “vested,” they have earned enough service credit to receive a lifetime monthly benefit after leaving public service and reaching an eligible reti rement age. Members who retire at or over their Social Security full retirement age with at least one year of service qualify for a retirement benefit. General Employees Plan Benefits General Employees Plan requires three years of service to vest. Benefits are based on a member’s highest average salary for a ny five successive years of allowable service, age, and years of credit at termination of service. Two methods are used to compu te benefits for General Plan members. Members hired prior to July 1, 1989, receive the higher of the Step or Level formulas. Onl y the Level formula is used for members hired after June 30, 1989. Under the Step formula, General Plan members receive 1.20 percent of the highest average salary for each of the first 10 years of service and 1.70 percent for each additional year. Un der the Level formula, General Plan members receive 1.70 percent of highest average salary for all years of service. For members hire d prior to July 1, 1989 a full retirement benefit is available when age plus years of service equal 90 and normal retirement age is 65. Members can receive a reduced requirement benefit as early as age 55 if they have three or more years of service. Early retir ement benefits are reduced by 0.25 percent for each month under age 65. Members with 30 or more years of service can retire at any age with a reduction of 0.25 percent for each month the member is younger than age 62. The Level formula allows General Plan members to receive a full retirement benefit at age 65 if they were first hired before July 1, 1989 or at age 66 if they were hired on or after July 1, 1989. Early retirement begins at age 55 with an actuarial reduction applied to the benefit. Benefit increases are provided to benefit recipients each January. The postretirement increase is equal to 50 percent of the cost-of- living adjustment (COLA) announced by the SSA, with a minimum increase of at least 1 percent and a maximum of 1.50 percent. The 2024 annual increase was 1.50 percent. Recipients that have been receiving the annuity or benefit for at least a full yea r as of the June 30 before the effective date of the increase will receive the full increase. Recipients receiving the annuity or ben efit for at least one month but less than a full year as of the June 30 before the effective date of the increase will receive a prorated increase. 197 CITY OF CORCORAN , MINNESOTA NOTES TO THE BASIC FINANCIAL STATEMENTS DECEMBER 31, 2024 49 NOTE 3 DEFINED BENEFIT PENSION PLANS - STATEWIDE (Continued) Police and Fire Plan Benefits Benefits for Police and Fire Plan members hired before July 1, 2010, are vested after three years of service. Members hired on or after July 1, 2010, are 50 percent vested after five years of service and 100 percent vested after ten years. After five year s, vesting increase by 10 percent each full year of service until members are 100 percent vested after ten years. Police and Fire Plan members receive 3 percent of highest average salary for all years of service. Police and Fire Plan members receive a full retirement benefit when they are age 55 and vested, or when their age plus their years of service equals 90 or greater if the y were first hired before July 1, 1989. Early retirement starts at age 50, and early retirement benefits are reduced by 0.417 percen t each month members are younger than age 55. Benefit increases are provided to benefit recipients each January. The postretirement increase is fixed at 1 percent. Recipie nts that have been receiving the annuity or benefit for at least 36 months as of the June 30 before the effective date of the increase will receive the full increase. Recipients receiving the annuity or benefit for at least 25 months but less than 36 months as of t he June 30 before the effective date of the increase will receive a prorated increase. Contributions Minnesota Statutes Chapter 353, 353E, 353G, and 356 set the rates for employer and employee contributions. Contribution rates can only be modified by the State Legislature. General Employees Fund Contributions General Plan members were required to contribute 6.50 percent of their annual covered salary in fiscal year 2024, and the City was required to contribute 7.50 percent for General Plan members. The City’s contributions to the General Employees Fund for the year ended December 31, 2024 were $155,723. The City’s contributions were equal to the required contributions as set by State Statute. Police and Fire Fund Contributions Police and Fire Plan members were required to contribute 11 .80 percent of their annual covered salary in fiscal year 2024, and the City was required to contribute 17.70 percent for Police and Fire Plan members. The City’s contributions to the Police and Fire Fund for the year ended December 31, 2024 were $247,490. The City’s contributions were equal to the required contributions as set by S tate Statute. Pension Costs General Employees Fund Pension Costs At December 31, 2024, the City reported a liability of $856,042 for its proportionate share of the General Employees Fund’s net pension liability. The City’s net pension liability reflected a reduction due to the State of Minnesota’s contribution of $16 million. The State of Minnesota is considered a non -employer contributing entity, and the State’s contribution meets the definition of a special funding situation. The State of Minnesota’s proportionate share of the net pension liability associated with the City totaled $22,135. City’s proportionate share of the net pension liability $856,042 State of Minnesota’s proportionate share of the net pension liability associated with the City 22,135 Total $878,177 198 CITY OF CORCORAN , MINNESOTA NOTES TO THE BASIC FINANCIAL STATEMENTS DECEMBER 31, 2024 50 NOTE 3 DEFINED BENEFIT PENSION PLANS - STATEWIDE (Continued) The net pension liability was measured as of June 30, 2024, and the total pension liability used to calculate the net pension liability was determined by an actuarial valuation as of that date. The City’s proportionate share of the net pension liabil ity was based on the City’s contributions received by PERA during the measurement period for employer payroll paid dates from July 1, 2023 through June 30, 2024, relative to the total employer contributions received from all of PERA’s participating employers. The City’s proportionate share was 0.0 232 percent at the end of the measurement period and 0.0 227 percent for the beginning of the period. For the year ended December 31, 2024, the City recognized pension expense of $50,133 for its proportionate share of the General Employees Plan’s pension expense. In addition, the City recognized an additional $593 as pension expense (and grant revenue) for its proportionate share of the State of Minnesota’s contribution of $16 million to the General Employees Fund. During the plan year ended June 30, 2024, the State of Minnesota contributed $170.1 million to the General Employees Fund. The State of Minnesota is not included as a non -employer contributing entity in the General Employees Plan pension allocation schedules for the $170.1 million in direct state aid because this contribution was not considered to meet the definition of a special funding situation. The City recognized $39,387 for the year ended December 31, 2024 as revenue and an offsetting reduction of net pension liability for its proportionate share of the State of Minnesota’s on -behalf contributions to the General Employees Fund. At December 31, 2024, the City reported its proportionate share of the General Employees Plan’s deferred outflows of resources and deferred inflows of resources related to pensions from the following sources: Deferred Outflows of Deferred Inflows of Resources Resources Differences Between Expected and Actual Economic Experience 79,195$ -$ Change in Actuarial Assumptions 3,465 319,343 Difference Between Projected and Actual Investment Earnings - 230,404 Changes in Proportionate Share 88,403 - Contributions Paid to PERA Subsequent to the Measurement Date 79,929 - Total City Deferred Outflows/Inflows 250,992$ 549,747$ The $79,929 reported as deferred outflows of resources related to pensions resulting from City contributions subsequent to the measurement date will be recognized as a reduction of the net pension liability in the year ended December 31, 2025. Other amounts reported as deferred outflows and deferred inflows of resources related to pensions will be recognized in pension expense as follows: Year ended December 31, Pension Expense 2025 (149,250)$ 2026 (65,859)$ 2027 (97,964)$ 2028 (65,611)$ 199 CITY OF CORCORAN , MINNESOTA NOTES TO THE BASIC FINANCIAL STATEMENTS DECEMBER 31, 2024 51 NOTE 3 DEFINED BENEFIT PENSION PLANS - STATEWIDE (Continued) Police and Fire Fund Pension Costs At December 31, 2024, the City reported a liability of $1,236,485 for its proportionate share of the Police and Fire Fund’s net pension liability. The net pension liability was measured as of June 30, 2024, and the total pension liability used to calculate the net pension liability was determined by an actuarial valuation as of that date. The City’s proportionate share of the net pension liability was based on the City’s contributions received by PERA during the measurement period for employer payroll paid date s from July 1, 2023 through June 30, 2024, relative to the total employer contributions received from all of PERA’s participating employers. The City’s proportionate share was 0.0 940 percent at the end of the measurement period and 0.0 934 percent for the beginning of the period . The State of Minnesota contributed $37.4 million to the Police and Fire Fund in the plan fiscal year ended June 30, 2024. The contribution consisted of $9 million in direct state aid that meet s the definition of a special funding situation , additional one-time direct state aid contribution of $19.4 million, and $9 million in supplemental state aid that does not meet the definition of a special funding situation. Additionally, $9 million supplemental state aid was paid on October 1, 2024. Thereafter, by October 1 of each year, the state will pay $9 million to the Police and Fire Fund until full funding is reached or July 1, 2048, whichever is e arlier. The $9 million in supplemental state aid will continue until the fund is 90 percent funded, or until the State Patrol Plan (administered by the Minnesota State Retirement System) is 90 percent funded, whichever occurs later. The State of Minnesota’s proportionate share of the net pension liability associated with the City totaled $47,134. City’s proportionate share of the net pension liability: $1,236,485 State of Minnesota’s proportionate share of the net pension liability associated with the City 47,134 Total $1,283,619 For the year ended December 31, 2024, the City recognized pension expense $154,728 for its proportionate share of the Police and Fire Plan’s pension expense. The City recognized $5,272 as grant revenue and pension expense for its proportionate share of the State of Minnesota’s pension expense for the contribution of $9 million to the Police and Fire Fund special funding situation. The State of Minnesota is not included as a non -employer contributing entity in the Police and Fire Pension Plan pension allocation schedules for the $28.4 million in supplemental state aid because this contribution was not considered to meet the definition of a special funding situation . The City recognized $26,692 for the year ended December 31, 2024 as revenue and an offsetting reduction of net pension liability for its proportionate share of the State of Minnesota’s on -behalf contributions to the Police and Fire Fund. At December 31, 2024, the City reported its proportionate share of the Police and Fire Plan’s deferred outflows of resources and deferred inflows of resources related to pensions from the following sources: Deferred Outflows of Deferred Inflows of Resources Resources Differences Between Expected and Actual Economic Experience 445,008$ -$ Change in Actuarial Assumptions 996,245 1,808,405 Difference Between Projected and Actual Investment Earnings - 377,195 Changes in Proportionate Share 479,237 22,910 Contributions Paid to PERA Subsequent to the Measurement Date 130,687 - Total City Deferred Outflows/Inflows 2,051,177$ 2,208,510$ 200 CITY OF CORCORAN , MINNESOTA NOTES TO THE BASIC FINANCIAL STATEMENTS DECEMBER 31, 2024 52 NOTE 3 DEFINED BENEFIT PENSION PLANS - STATEWIDE (Continued) The $130,687 reported as deferred outflows of resources related to pensions resulting from City contributions subsequent to the measurement date will be recognized as a reduction of the net pension liability in the year ended December 31, 2025. Other amounts reported as deferred outflows and inflows of resources related to pensions will be recognized in pension expense as follows: Year ended December 31, Pension Expense 2025 5,492$ 2026 264,034$ 2027 (111,515)$ 2028 (476,210)$ 2029 30,179$ Total Pension Expense The total pension expense for all plans recognized by the City for the year ended December 31, 2024, including amortization of the deferral balances, was $47,574. Long-Term Expected Return on Investment The State Board of Investment, which manages the investments of PERA, prepares an analysis of the reasonableness on a regular basis of the long-term expected rate of return using a building -block method in which best-estimate ranges of expected future rates of return are developed for each major asset class. These ranges are combined to produce an expected long -term rate of return by weighting the expected future rates of return by the target asset allocation percentages. The target allocation and best est imates of geometric real rates of return for each major asset class are summarized in the following table: Long-Term Expected Real Rate of Return Asset Class Target Allocation Domestic Equity 33.5% 5.10% International Equity 16.5% 5.30% Fixed Income 25.0% 0.75% Private Markets 25.0% 5.90% Total 100% Actuarial Methods and Assumptions The total pension liability for each of the cost-sharing defined benefit plans was determined by an actuarial valuation as of June 30, 2024, using the entry age normal actuarial cost method. The long -term rate of return on pension plan investments used to determine the total liability is 7.00 percent. The 7.00 percent assumption is based on a review of inflation and investment r eturn assumptions from a number of national investment consulting firms. The review provided a range of investment return rate considered reasonable by the actuary. An investment return of 7.00 percent is within that range. Inflation is assumed to be 2.25 percent for the General Employees Plan and Police and Fire Plan. Benefit increases after retirement are assumed to be 1.25 percent for the General Employees Plan and 1.00 percent for the Police and Fire Plan. Salary growth assumptions in the General Employees Plan range in annual increments from 10.25 percent after one year of servi ce to 3.00 percent after 27 years of service. In the Police and Fire Plan, salary growth assumptions range from 11.75 percent af ter one year of service to 3.00 percent after 24 years of service. 201 CITY OF CORCORAN , MINNESOTA NOTES TO THE BASIC FINANCIAL STATEMENTS DECEMBER 31, 2024 53 NOTE 3 DEFINED BENEFIT PENSION PLANS - STATEWIDE (Continued) Mortality rates for the General Employees Plan are based on the Pub -2010 General Employee Mortality Table. Mortality rates for the Police and Fire Plan are based on the Pub -2010 Public Safety Employee Mortality tables. The tables are adjusted slightly to fit PERA’s experience. Actuarial assumptions for the General Employees Plan are reviewed every four years. The General Employees Plan was last reviewed in 2022. The assumption changes were adopted by the board and became effective with the July 1, 2023 actuarial valuation. The Police & Fire Plan was reviewed in 2024. PERA anticipates the experience study will be approved by the Legislative Commission on Pensions and Retirement and become effective with the July 1, 2025 actuarial valuation. The following changes in actuarial assumptions and plan provisions occurred in 2024: General Employees Fund Changes in Actuarial Assumptions: • Rates of merit and seniority were adjusted, resulting in slightly higher rates. • Assumed rates of retirement were adjusted as follows: increase the rate of assumed unreduced retirements, slight adjustments to Rule of 90 retirement rates, and slight adjustments to early retirement rates for Tier 1 and Tier 2 members. • Minor increase in assumed withdrawals for males and females. • Lower rates of disability. • Continued use of Pub -2010 general mortality table with slight rate adjustments as recommended in the most recent experience study. • Minor changes to form of payment assumptions for male and female retirees. • Minor changes to assumptions made with respect to missing participant data. Changes in Plan Provisions : • The workers’ compensation offset for disability benefits was eliminated. The actuarial equivalent factors updated to reflect the changes in assumptions. Police and Fire Fund Changes in Actuarial Assumptions: • There were no changes made to actuarial assumptions during 2024. Changes in Plan Provisions: • The State contribution of $9.0 million per year will continue until the earlier of 1) both the Police & Fire Plan and the State Patrol Retirement Fund attain 90 percent funded status for three consecutive years (on an actuarial value of assets basis) or 2) July 1, 2048. The contribution was previously due to expire after attaining a 90 percent funded status for one year. • The additional $9.0 million contribution will continue until the Police & Fire Plan is fully funded for a minimum of three consecutive years on an actuarial value of assets basis, or July 1, 2048, whichever is earlier. This contribution was previously due to expire upon attainment of fully funded status on an actuarial value of assets basis for one year (or July 1, 2048 if earlier). Discount Rate The discount rate used to measure the total pension liability in 2024 was 7.00 percent. The projection of cash flows used to determine the discount rate assumed that contributions from plan members and employers will be made at rates set in Minnesota Statutes. Based on these assumptions, the fiduciary net position of the General Employees Fund and the Police and Fire Fund w ere projected to be available to make all projected future benefit payments of current plan members. Therefore, the long -term expected rate of return on pension plan investments was applied to all periods of projected benefit payments to determine the total pension liability. 202 CITY OF CORCORAN , MINNESOTA NOTES TO THE BASIC FINANCIAL STATEMENTS DECEMBER 31, 2024 54 NOTE 3 DEFINED BENEFIT PENSION PLANS - STATEWIDE (Continued) Pension Liability Sensitivity The following table presents the City's proportionate share of the net pension liability for all plans it participates in, calculated using the discount rate disclosed in the preceding paragraph, as well as what the City's proportionate share of the net pensi on liability would be if it were calculated using a discount rate one percentage point lower or one percentage point higher than the current discount rate: 1% Increase in Discount Rate 8.00%22,188$ 8.00%(147,721)$ Current Discount Rate 7.00%856,042$ 7.00%1,236,485$ 1% Decrease in Discount Rate 6.00%1,869,734$ 6.00%2,922,054$ General Employees Fund Police and Fire Fund Sensitivity Analysis Net Pension Liability at Different Discount Rates Pension Plan Fiduciary Net Position Detailed information about each pension plan’s fiduciary net position is available in a separately -issued PERA financial report that includes financial statements and required supplementary information. That report may be obtained on the Internet at www.mnpera.org. NOTE 4 POSTEMPLOYMENT BENEFITS OTHER THAN PENSIONS Plan Description The City’s defined benefit healthcare plan (“the Retiree Health Plan”) provides healthcare insurance for eligible retirees and their spouses. The Retiree Health Plan is affiliated with the healthcare plan administered through LOGIS, an agent multiple -employer postemployment healthcare plan. LOGIS is a consortium of Minnesota local government units controlled by its members. LOGIS’ Board of Directors is composed of one representative from each agency. LOGIS issues a publicly available financial report tha t includes financial statements and required supplementary information for the health plan. That report may be obtained by writing to LOGIS, 5750 Duluth Street, Golden Valley, MN 55422, or by calling (763) 543 -2600. As of the most recent actuarial valuation date, there are 23 active employees electing coverage and 1 retiree electing coverage. The Plan does not issue a publicly available financial report. Contributions The contribution requirements of plan members and the City are established and may be amended by LOGIS’ Board of Directors. For the year ended December 31, 2024, the City’s average contribution rate was 1.59 percent of covered-employee payroll. For the year 2024, the City’s implicit contributions to the plan totaled $59,008. Net OPEB Liabilities, OPEB Expense, and Deferred Outflows/Inflows of Resources At December 31, 2024, the City reported a net OPEB liability of $1,090,816 for the City’s plan. The net OPEB liability was measured as of December 31, 2024, based upon an actuarial valuation as of December 31, 2022. For the year ended December 31, 2024, the City recognized OPEB expense of negative $29,792. 203 CITY OF CORCORAN , MINNESOTA NOTES TO THE BASIC FINANCIAL STATEMENTS DECEMBER 31, 2024 55 NOTE 4 POSTEMPLOYMENT BENEFITS OTHER THAN PENSIONS (Continued) In accordance with the Alternative Measurement Method, gains and losses due to experience and assumption changes are recognized immediately. In addition, there were no contributions paid by the City between the measurement date and reporting date, since the measurement date coincides with the reporting date . Therefore, there are no deferred outflows or inflows of resources related to OPEB reported as of December 31, 2024. Changes in the Net OPEB Liability The following table summarizes changes in the net OPEB liability for the year ended December 31, 2024: Changes in Total OPEB Liability (TOL) Balance at January 1st 1,120,608$ Service Cost 6,065 Interest Cost 41,364 Changes in Assumptions (42,362) Differences between Expected and Actual Experience 24,149 Benefit Payments (59,008) Balance at December 31st 1,090,816$ Actuarial Assumptions The following is a summary of pertinent actuarial assumptions and methods utilized, applied to all periods included in the measurement, unless otherwise specified. Key Methods and Assumptions Used in Valuation of Total OPEB Liability Actuarial Information: Valuation Date December 31, 2022 Measurement Date December 31, 2024 Actuarial Cost Method Entry Age Normal, level percentage of pay Actuarial Assets None Actuarial Assumptions: Discount Rate 4.08% Salary Increases N/A Inflation 2.60% Bond Yield 2.90% Medical Trend Rate 6.20% for in 2022, decreasing 0.30 % per year to an ultimate rate of 3.90%. Significant changes in assumptions, benefit terms, and other inputs since the prior measurement date include: • The discount rate was changed from 3.77% to 4.08% based on updated 20-year municipal bond rates. 204 CITY OF CORCORAN , MINNESOTA NOTES TO THE BASIC FINANCIAL STATEMENTS DECEMBER 31, 2024 56 NOTE 4 POSTEMPLOYMENT BENEFITS OTHER THAN PENSIONS (Continued) Net OPEB Liability Sensitivity The following presents the net OPEB liability, calculated using the discount rate disclosed in the preceding section, as well as what the City’s net OPEB liability would be if it were calculated using a discount rate one percentage point lower or one percentage point higher than the current discount rate: Sensitivity of Net OPEB Liability at Current Single Discount Rate Rates Amounts 1% Increase in Discount Rate 5.08% $969,425 Current Discount Rate 4.08% $1,090,816 1% Decrease in Discount Rate 3.08% $1,236,834 The following presents the net OPEB liability, calculated using the healthcare cost trend rates disclosed in the preceding section, as well as what the City’s net OPEB liability would be if it were calculated using healthcare cost trend rates that are one percentage point lower or one percentage point higher than the current healthcare cost trend rates: Sensitivity of Net OPEB Liability at Current Healthcare Cost Trend Rate Amounts 1% Increase in Healthcare Trend Rates $1,255,578 Current Healthcare Trend Rates $1,090,816 1% Decrease in Healthcare Trend Rates $952,749 NOTE 5 OTHER NOTES 5.A. RISK MANAGEMENT Claims and Judgements The City is exposed to various risks of loss related to torts; theft of, damage to and destruction of assets; errors and omis sions; injuries to employees; and natural disasters. To manage these risks, the City purchases commercial insurance. The City retains risk for the deductible portions of the insurance. The amounts of these deductibles are considered immaterial to the financial statements. There were no significant reductions in insurance from the previous year settlements in excess of insurance for any of the past two years. Liabilities are reported when it is probable that a loss has occurred, and the amount of the loss can be reasonably estimated. Liabilities, if any, include an amount for claims that have been incurred but not reported (IBNRs). The City’s management is not aware of any incurred but no t reported claims. 5.B. DEFINED CONTRIBUTION PLAN The City provides eligible employees future retirement benefits through participations in the Minnesota Deferred Compensation Plan (MNDCP), which is a Section 457 plan administered by the Minnesota State Retirement System. Eligible employees of the City may begin participating in the MNDCP commencing on the date of their employment by electing to have a portion of their pay contributed to the Plan. Certain employees are eligible to receive a City match of employee contributions up to the quali fying amounts set forth in their employment contracts, and there are no vesting requirements related to such contributions. The City did not make any contributions to the Plan. 205 CITY OF CORCORAN , MINNESOTA NOTES TO THE BASIC FINANCIAL STATEMENTS DECEMBER 31, 2024 57 NOTE 5 OTHER NOTES (Continued) 5.C. COMMITMENTS Construction Projects At year-end, the City was completing several construction projects that continued into the following year . At December 31, 2024, remaining commitments for construction projects total $2,554,177, excluding retainage, which has been accrued for in these financial statements. 5.D. SUBSEQUENT EVENTS Debt Issuance Subsequent to December 31, 2024, the City issued the General Obligations Bond, Series 2025A, in the amount of $3,695,000. This issuance is intended to finance large equipment purchases, as well as certain capital improvements. 5.E. ADJUSTMENTS AND RESTATMENTS Change in Accounting Principle During the current year, the City implemented Governmental Accounting Standards Board (GASB) Statement No. 101, Compensated Absences. This statement increases the usefulness of governmental financial statements by updating the recognition and measurement guidance for compensated absences. The effects of this change in accounting principle are summarized in the table below in the “Change in Accounting Principle” column. Correction of an Error During the current year, the City corrected the following errors by restating beginning Net Position and Fund Balance. In the prior year, escrow deposits in the General Fund and Pulte Encore Fund were recorded as revenue upon receipt. This has been corrected in the current year establishing the escrow liabilities. In the prior year , park dedication funds receipted into the Park Capital Fund were recorded as an escrow liability. This has been corrected in the current year by removing the escrow liability. The effects of these error corrections are summarized in the table below in the “Error Correction” column. Net Position Net Position or Fund Balance or Fund Balance 12/31/2023 Change in 12/31/2023 As Previously Accounting Error As Adjusted Reported Principle Correction or Restated Government-Wide Governmental Activities 26,215,612$ (67,635)$ (96,275)$ 26,051,702$ Governmental Funds Major Funds: General Fund 4,583,828$ -$ (55,341)$ 4,528,487$ Park Capital Fund 4,380,229 - 9,256 4,389,485 Nonmajor Funds: Pulte Encore Fund 206,383 - (50,190) 156,193 Total Governmental Funds 9,170,440$ -$ (96,275)$ 9,074,165$ 206 58 REQUIRED SUPPLEMENTARY INFORMATION 207 CITY OF CORCORAN , MINNESOTA BUDGETARY COMPARISON SCHEDULE – GENERAL FUND FOR THE YEAR ENDED DECEMBER 31, 2024 59 Budget Actual Variance with Amounts - Amounts Budget Original and Budgetary Over Final Basis (Under) REVENUES Taxes Property Taxes 7,184,348$ 7,166,329$ (18,019)$ Franchise Taxes 61,000 66,024 5,024 Total Taxes 7,245,348 7,232,353 (12,995) Licenses and Permits 1,512,180 1,876,783 364,603 Intergovernmental Revenue State Revenue Market Value Credit 30,000 22,513 (7,487) Police and Fire Aid 80,000 141,883 61,883 Other State Grants and Aids 199,500 302,311 102,811 County Revenue Other County Grants and Aids 24,000 17,476 (6,524) Total Intergovernmental Revenue 333,500 484,183 150,683 Charges for Services General Government 66,017 82,545 16,528 Police and Fire Contracts 13,900 19,239 5,339 Streets and Highways 61,000 59,832 (1,168) Parks and Recreation 50,000 45,211 (4,789) Total Charges for Services 190,917 206,827 15,910 Fines and Forfeitures 25,000 26,980 1,980 Miscellaneous Revenue Investment Earnings 25,000 38,787 13,787 Refunds and Reimbursements 5,000 6,440 1,440 Contributions and Donations 1,100 150 (950) Other Miscellaneous 11,000 18,108 7,108 Total Miscellaneous Revenue 42,100 63,485 21,385 TOTAL REVENUES 9,349,045 9,890,611 541,566 208 CITY OF CORCORAN , MINNESOTA BUDGETARY COMPARISON SCHEDULE – GENERAL FUND (Continued) FOR THE YEAR ENDED DECEMBER 31, 2024 60 Budget Actual Variance with Amounts - Amounts Budget Original and Budgetary Over Final Basis (Under) EXPENDITURES General Government Mayor and Council 27,890 29,382 1,492 Administration and Finance 651,750 704,627 52,877 Other General Government 1,560,975 2,186,878 625,903 Total General Government 2,240,615 2,920,887 680,272 Public Safety Police Current 2,813,890 2,762,877 (51,013) Fire Current 645,700 625,110 (20,590) Other Public Safety Current 791,300 989,174 197,874 Total Public Safety 4,250,890 4,377,161 126,271 Public Works Street Maintenance and Storm Sewers 2,524,100 2,264,998 (259,102) Snow and Ice Removal 62,100 45,713 (16,387) Street Engineering 90,000 100,789 10,789 Capital Outlay - Other 15,000 123,231 108,231 Total Public Works 2,691,200 2,534,731 (156,469) Sanitation Garbage and Other Refuse 13,600 18,789 5,189 Culture and Recreation Parks and Recreation Current 331,940 270,252 (61,688) Capital Outlay - 46,645 46,645 Total Culture and Recreation 331,940 316,897 (15,043) TOTAL EXPENDITURES 9,528,245 10,168,465 640,220 209 CITY OF CORCORAN , MINNESOTA BUDGETARY COMPARISON SCHEDULE – GENERAL FUND (Continued) FOR THE YEAR ENDED DECEMBER 31, 2024 61 Budget Actual Variance with Amounts - Amounts Budget Original and Budgetary Over Final Basis (Under) EXCESS (DEFICIENCY) OF REVENUES OVER (UNDER) EXPENDITURES (179,200) (277,854) (98,654) OTHER FINANCING SOURCES (USES) Sale of Assets - 165,830 165,830 Transfers From Other Funds 561,200 552,043 (9,157) Transfers Out (382,000) (385,127) (3,127) TOTAL OTHER FINANCING SOURCES (USES)179,200 332,746 153,546 NET CHANGE IN FUND BALANCE -$ 54,892 54,892$ FUND BALANCE - BEGINNING 4,583,828 FUND BALANCE - ENDING 4,638,720$ 210 CITY OF CORCORAN , MINNESOTA SCHEDULE OF CITY’S PROPORTIONATE SHARE OF THE NET PENSION LIABILITY LAST TEN YEARS 62 Proportionate Share of the Net City's Pension Liability Proportionate Plan City's State's and the State's Share of the Net Fiduciary Net Proportionate Proportionate Proportionate Pension Liability Position as a For the City's Share of the Share of the Net Share of the Net (Asset) as a Percentage Measurement Proportion of the Net Pension Pension Liability Pension Liability City's Percentage of of the Total Year Ended Net Pension Liability Associated with Associated with Covered its Covered Pension June 30,Liability (Asset)(Asset) (a)the City (b)the City (a+b)Payroll (c)Payroll ((a+b)/c)Liability General Employees Retirement Pension Plan 2024 0.0232%856,042$ 22,135$ 878,177$ 1,956,653$ 44.9%89.1% 2023 0.0227%1,269,359$ 35,103$ 1,304,462$ 1,732,391$ 75.3%83.1% 2022 0.0192%1,520,646$ 44,439$ 1,565,085$ 1,405,282$ 111.4%76.7% 2021 0.0159%679,001$ 20,754$ 699,755$ 1,136,701$ 61.6%87.0% 2020 0.0147%881,332$ 27,082$ 908,414$ 1,032,335$ 88.0%79.0% 2019 0.0133%735,327$ 22,832$ 758,159$ 941,564$ 80.5%80.2% 2018 0.0130%721,187$ 23,786$ 744,973$ 876,976$ 84.9%79.5% 2017 0.0111%708,617$ 8,921$ 717,538$ 715,840$ 100.2%75.9% 2016 0.0106%860,667$ 11,305$ 871,972$ 658,533$ 132.4%68.9% 2015 0.0102%528,617$ -$ 528,617$ 1,025,437$ 51.6%78.2% Public Employees Police and Fire Pension Plan 2024 0.0940%1,236,485$ 47,134$ 1,283,619$ 1,301,458$ 98.6%90.2% 2023 0.0934%1,612,897$ 64,994$ 1,677,891$ 1,184,003$ 141.7%86.5% 2022 0.0735%3,198,430$ 139,705$ 3,338,135$ 900,268$ 370.8%70.5% 2021 0.0588%453,874$ 20,390$ 474,264$ 701,855$ 67.6%93.7% 2020 0.0691%910,812$ 21,449$ 932,261$ 780,391$ 119.5%87.2% 2019 0.0692%736,704$ -$ 736,704$ 729,156$ 101.0%89.3% 2018 0.0655%698,163$ -$ 698,163$ 689,830$ 101.2%88.8% 2017 0.0620%837,074$ -$ 837,074$ 703,095$ 119.1%85.4% 2016 0.0510%2,046,719$ -$ 2,046,719$ 576,654$ 354.9%63.9% 2015 0.0560%636,291$ -$ 636,291$ 475,475$ 133.8%86.6% 211 CITY OF CORCORAN , MINNESOTA SCHEDULE OF CITY PENSION CONTRIBUTIONS LAST TEN YEARS 63 Contributions in Relation to the Contributions as For the Fiscal Statutorily Statutorily Contribution City's a Percentage of Year Ended Required Required Deficiency Covered Covered December 31 Contribution Contribution (Excess)Payroll Payroll General Employees Retirement Pension Plan 2024 155,723$ 155,723$ -$ 2,076,307$ 7.5% 2023 143,345$ 143,345$ -$ 1,911,267$ 7.5% 2022 110,142$ 110,142$ -$ 1,468,559$ 7.5% 2021 97,494$ 97,494$ -$ 1,299,921$ 7.5% 2020 79,572$ 79,572$ -$ 1,060,960$ 7.5% 2019 74,497$ 74,497$ -$ 993,289$ 7.5% 2018 68,497$ 68,497$ -$ 913,292$ 7.5% 2017 59,070$ 59,070$ -$ 787,600$ 7.5% 2016 52,496$ 52,496$ -$ 699,947$ 7.5% 2015 46,319$ 46,319$ -$ 617,587$ 7.5% Public Employees Police and Fire Pension Plan 2024 247,490$ 247,490$ -$ 1,389,249$ 17.8% 2023 227,691$ 227,691$ -$ 1,286,390$ 17.7% 2022 175,464$ 175,464$ -$ 991,320$ 17.7% 2021 137,660$ 137,660$ -$ 777,738$ 17.7% 2020 133,277$ 133,277$ -$ 752,977$ 17.7% 2019 131,228$ 131,228$ -$ 774,204$ 17.0% 2018 113,901$ 113,901$ -$ 703,095$ 16.2% 2017 106,295$ 106,295$ -$ 656,142$ 16.2% 2016 93,418$ 93,418$ -$ 576,654$ 16.2% 2015 77,027$ 77,027$ -$ 475,475$ 16.2% 212 CITY OF CORCORAN , MINNESOTA SCHEDULE OF CHANGES IN THE CITY’S TOTAL OPEB LIABILITY LAST TEN YEARS (Presented Prospectively) 64 2024 2023 2022 2021 2020 2019 2018 Changes in Total OPEB Liability (TOL) Balance at January 1st 1,120,608$ 350,374$ 391,609$ 404,938$ 360,758$ 295,076$ 299,402$ Service Cost 6,065 19,424 25,166 25,258 21,963 16,254 16,488 Interest Cost 41,364 14,069 8,344 8,966 10,359 12,423 10,632 Differences between Expected and Actual Experience 24,149 677,909 - (20,208) - (29,562) - Changes in Actuarial Assumptions (42,362) 103,658 (51,370) (12,838) 21,220 81,749 (17,796) Benefit Payments (59,008) (44,826) (23,375) (14,507) (9,362) (15,182) (13,650) Balance at December 31st 1,090,816$ 1,120,608$ 350,374$ 391,609$ 404,938$ 360,758$ 295,076$ Covered Payroll for Active Members 3,700,000$ 3,200,000$ 2,600,000$ 2,300,000$ 1,700,000$ 1,700,000$ 1,300,000$ Net OPEB Liability / Covered Payroll 29.48%35.02%13.48%17.03%23.82%21.22%22.70% Measurement Year Ended December 31, Note: The schedule is provided prospectively beginning with the City’s fiscal year ended December 31, 201 8 and is intended to show a ten year trend. Additions will be reported as they become available. 213 CITY OF CORCORAN , MINNESOTA NOTES TO THE REQUIRED SUPPLEMENTARY INFORMATION DECEMBER 31, 2024 65 NOTE 1 BUDGETARY COMPARISON SCHEDULES Actual expenditures in the General Fund of $10,168,465 exceeded the final budgeted expenditures by $640,220 for the current year. This was primarily due to unbudgeted Other General Government costs incurred for personnel and services, to maintain the operational stability of the City amidst the growing needs of the community. NOTE 2 PUBLIC EMPLOYEES RETIREMENT PLAN – GENERAL EMPLOYEES FUND 2024 Changes Changes in Actuarial Assumptions • Rates of merit and seniority were adjusted, resulting in slightly higher rates. • Assumed rates of retirement were adjusted as follows: increase the rate of assumed unreduced retirements, slight adjustments to Rule of 90 retirement rates, and slight adjustments to early retirement rates for Tier 1 and Tier 2 members. • Minor increase in assumed withdrawals for males and females. • Lower rates of disability. • Continued use of Pub -2010 general mortality table with slight rate adjustments as recommended in the most recent experience study. • Minor changes to form of payment assumptions for male and female retirees. • Minor changes to assumptions made with respect to missing participant data. Changes in Plan Provisions • The workers’ compensation offset for disability benefits was eliminated. The actuarial equivalent factors updated to reflect the changes in assumptions. 2023 Changes Changes in Actuarial Assumptions • The investment return assumption and single discount rate were changed from 6.50 percent to 7.00 percent. Changes in Plan Provisions • An additional one-time direct State aid contribution of $170.1 million will be contributed to the Plan on October 1, 2023. • The vesting period of those hired after June 30, 2010 was changed from five years of allowable service to three years of allowable service. • The benefit increase delay for early retirements on or after January 1, 2024 was eliminated. • A one-time, non-compounding benefit increase of 2.50 percent minus the actual 2024 adjustment will be payable in a lump sum for calendar year 2024 by March 31, 2024. 2022 Changes Changes in Actuarial Assumptions • The mortality improvement scale was changed from Scale MP -2020 to Scale MP-2021. Changes in Plan Provisions • There have been no changes in plan provisions since the previous valuation. 214 CITY OF CORCORAN , MINNESOTA NOTES TO THE REQUIRED SUPPLEMENTARY INFORMATION DECEMBER 31, 2024 66 NOTE 2 PUBLIC EMPLOYEES RETIREMENT PLAN – GENERAL EMPLOYEES FUND (Continued) 2021 Changes Changes in Actuarial Assumptions • The investment return and single discount rates were changed from 7.50 percent to 6.50 percent, for financial reporting purposes. • The mortality improvement scale was changed from Scale MP -2019 to Scale MP-2020. Changes in Plan Provisions • There have been no changes in plan provisions since the previous valuation. 2020 Changes Changes in Actuarial Assumptions • The price inflation assumption was decreased from 2.50 percent to 2.25 percent. • The payroll growth assumption was decreased from 3.25 percent to 3.00 percent. • Assumed salary increase rates were changed as recommended in the June 30, 2019 experience study. The net effect is assumed rates that average 0.25 percent less than previous rates. • Assumed rates of retirement were changed as recommended in the June 30, 2019 experience study. The changes result in more unreduced (normal) retirements and slightly fewer Rule of 90 and early retirements. • Assumed rates of termination were changed as recommended in the June 30, 2019 experience study. The new rates are based on service and are generally lower than the previous rates for years 2 -5 and slightly higher thereafter. • Assumed rates of disability were changed as recommended in the June 30, 2019 experience study. The change results in fewer predicted disability retirements for males and females. • The base mortality table for healthy annuitants and employees was changed from the RP -2014 table to the Pub-2010 General Mortality table, with adjustments. The base mortality table for disabled annuitants was changed from the RP - 2014 disabled annuitant mortality table to the PUB -2010 General/Teacher disabled annuitant mortality table, with adjustments. • The mortality improvement scale was changed from Scale MP -2018 to Scale MP-2019. • The assumed spouse age difference was changed from two years older for females to one year older. • The assumed number of married male new retirees electing the 100 .00 percent Joint & Survivor option changed from 35.00 percent to 45.00 percent. The assumed number of married female new retirees electing the 100 percent Joint & Survivor option changed from 15 .00 percent to 30.00 percent. The corresponding number of married new retirees electing the Life annuity option was adjusted accordingly. Changes in Plan Provisions • Augmentation for current privatized members was reduced to 2.00 percent for the period July 1, 2020 through December 31, 2023 and 0.00 percent after. Augmentation was eliminated for privatizations occurring after June 30, 2020. 2019 Changes Changes in Actuarial Assumptions • The mortality projection scale was changed from MP -2017 to MP-2018. Changes in Plan Provisions • The employer supplemental contribution was changed prospectively, decreasing from $31.0 million to $21.0 million per year. The State’s special funding contribution was changed prospectively, requiring $16.0 million due per year through 2031. 215 CITY OF CORCORAN , MINNESOTA NOTES TO THE REQUIRED SUPPLEMENTARY INFORMATION DECEMBER 31, 2024 67 NOTE 2 PUBLIC EMPLOYEES RETIREMENT PLAN – GENERAL EMPLOYEES FUND (Continued) 2018 Changes Changes in Actuarial Assumptions • The mortality projection scale was changed from MP -2015 to MP-2017. • The assumed benefit increase was changed from 1.00 percent per year through 2044 and 2.50 percent per year thereafter to 1.25 percent per year. Changes in Plan Provisions • The augmentation adjustment in early retirement factors is eliminated over a five -year period starting July 1, 2019, resulting in actuarial equivalence after June 30, 2024. • Interest credited on member contributions decreased from 4.00 percent to 3.00 percent, beginning July 1, 2018. • Deferred augmentation was changed to 0.00 percent, effective January 1, 2019. Augmentation that has already accrued for deferred members will still apply. • Contribution stabilizer provisions were repealed. • Annual increases were changed from 1.00 percent per year with a provision to increase to 2.50 percent upon attainment of 90.00 percent funding ratio to 50.00 percent of the Social Security Cost of Living Adjustment, not less than 1.00 percent and not more than 1.50 percent, beginning January 1, 2019. • For retirements on or after January 1, 2024, the first benefit increase is delayed until the retiree reaches normal retiremen t age; does not apply to Rule of 90 retirees, disability benefit recipients, or survivors. • Actuarial equivalent factors were updated to reflect revised mortality and interest assumptions. 2017 Changes Changes in Actuarial Assumptions • The combined service annuity (CSA) loads were changed from 0.80 percent for active members and 60.00 percent for vested and non-vested deferred members. The revised CSA load s are now 0.00 percent for active member liability, 15.00 percent for vested deferred member liability, and 3.00 percent for non -vested deferred member liability. • The assumed annual increase rate was changed from 1.00 percent per year for all years to 1.00 percent per year through 2044 and 2.50 percent per year thereafter. Changes in Plan Provisions • The State’s contribution for the Minneapolis Employees Retirement Fund equals $16,000,000 in 2017 and 2018, and $6,000,000 thereafter. • The Employer Supplemental Contribution for the Minneapolis Employees Retirement Fund changed from $21,000,000 to $31,000,000 in calendar years 2019 to 2031. The State’s contribution changed from $16,000,000 to $6,000,000 in calendar years 2019 to 2031. 2016 Changes Changes in Actuarial Assumptions • The assumed annual increase rate was changed from 1.00 percent per year through 2035 and 2.50 percent per year thereafter to 1.00 percent per year for all years. • The assumed investment return was changed from 7.90 percent to 7.50 percent. The single discount rate changed from 7.90 percent to 7.50 percent. • Other assumptions were changed pursuant to the experience study dated June 30, 2015. The assumed future salary increases, payroll growth, and inflation were decreased by 0.25 percent to 3.25 percent for payroll growth and 2.50 percent for inflation. Changes in Plan Provisions • There have been no changes in plan provisions since the previous valuation. 216 CITY OF CORCORAN , MINNESOTA NOTES TO THE REQUIRED SUPPLEMENTARY INFORMATION DECEMBER 31, 2024 68 NOTE 2 PUBLIC EMPLOYEES RETIREMENT PLAN – GENERAL EMPLOYEES FUND (Continued) 2015 Changes Changes in Actuarial Assumptions • The assumed annual increase rate was changed from 1.00 percent per year through 2030 and 2.50 percent per year thereafter to 1.00 percent per year through 2035 and 2.50 percent per year thereafter. Changes in Plan Provisions • On January 1, 2015, the Minneapolis Employees Retirement Fund was merged into the General Employees Fund, which increased the total pension liability by $1.1 billion and increase d the fiduciary plan net position by $892 million. Upon consolidation, State and employer contributions were revised; the State’s contribution of $6.0 million, which meets the special funding situation definition, was due September 2015. NOTE 3 PUBLIC EMPLOYEES RETIREMENT PLAN – POLICE AND FIRE FUND 2024 Changes Changes in Actuarial Assumptions • There were been no changes made to actuarial assumptions since the previous valuation Changes in Plan Provisions • The State contribution of $9.0 million per year will continue until the earlier of 1) both the Police & Fire Plan and the State Patrol Retirement Fund attain 90 percent funded status for three consecutive years (on an actuarial value of assets basis) or 2) July 1, 2048. The contribution was previously due to expire after attaining a 90 percent funded status for one year. • The additional $9.0 million contribution will continue until the Police & Fire Plan is fully funded for a minimum of three consecutive years on an actuarial value of assets basis, or July 1, 2048, whichever is earlier. This contribution was previously due to expire upon attainment of fully funded status on an actuarial value of assets basis for one year (or July 1, 2048 if earlier). 2023 Changes Changes in Actuarial Assumptions • The investment return assumption was changed from 6.50 percent to 7.00 percent. • The single discount rate changed from 5.40 percent to 7.00 percent. Changes in Plan Provisions • Additional one-time direct state aid contribution of $19.4 million will be contributed to the Plan on October 1, 2023. • Vesting requirement for new hires after June 30, 2014 was changed from a graded 20 -year vesting schedule to a graded 10-year vesting schedule, with 50.00 percent vesting after five years, increasing incrementally to 100.00 percent after 10 years. • A one-time, non-compounding benefit increase of 3.00 percent will be payable in a lump sum for calendar year 2024 by March 31, 2024. • Psychological treatment is required effective July 1, 2023, prior to approval for a duty disability benefit for a psychological condition relating to the member’s occupation. • The total and permanent duty disability benefit was increased, effective July 1, 2023. 217 CITY OF CORCORAN , MINNESOTA NOTES TO THE REQUIRED SUPPLEMENTARY INFORMATION DECEMBER 31, 2024 69 NOTE 3 PUBLIC EMPLOYEES RETIREMENT PLAN – POLICE AND FIRE FUND (Continued) 2022 Changes Changes in Actuarial Assumptions • The mortality improvement scale was changed from Scale MP -2020 to Scale MP-2021. • The single discount rate changed from 6.50 percent to 5.40 percent. Changes in Plan Provisions • There have been no changes in plan provisions since the previous valuation. 2021 Changes Changes in Actuarial Assumptions • The investment return and single discount rates were changed from 7.50 percent to 6.50 percent, for financial reporting purposes. • The inflation assumption was changed from 2.50 percent to 2.25 percent. • The payroll growth assumption was changed from 3.25 percent to 3.00 percent. • The base mortality table for healthy annuitants and employees was changed from the RP -2014 table to the Pub-2010 Public Safety Mortality table. The mortality improvement scale was changed from MP -2019 to MN-2020. • The base mortality table for disabled annuitants was changed from the RP -2014 healthy annuitant mortality table (with future mortality improvement according to Scale MP -2019) to the Pub-2010 Public Safety disabled annuitant mortality table (with future mortality improvement according to Scale MP -2020). • Assumed rates of salary increase were modified as recommended in the July 14, 2020 experience study. The overall impact is a decrease in gross salary increase rates. • Assumed rates of retirement were changed as recommended in the July 14, 2020 experience study. The changes result in slightly more unreduced retirements and fewer assumed early retirements. • Assumed rates of withdrawal were changed from select and ultimate rates to service -based rates. The changes result in more assumed terminations. • Assumed rates of disability were increased for ages 25 -44 and decreased for ages over 49. Overall, proposed rates result in more projected disabilities. • Assumed percent married for active female members was changed from 60 percent to 70 percent. Minor changes to form of payment assumptions were applied. Changes in Plan Provisions • There have been no changes in plan provisions since the previous valuation. 2020 Changes Changes in Actuarial Assumptions • The mortality projection scale was changed from MP -2018 to MP-2019. Changes in Plan Provisions • There have been no changes in plan provisions since the previous valuation. 2019 Changes Changes in Actuarial Assumptions • The mortality projection scale was changed from MP -2017 to MP-2018. Changes in Plan Provisions • There have been no changes in plan provisions since the previous valuation. 218 CITY OF CORCORAN , MINNESOTA NOTES TO THE REQUIRED SUPPLEMENTARY INFORMATION DECEMBER 31, 2024 70 NOTE 3 PUBLIC EMPLOYEES RETIREMENT PLAN – POLICE AND FIRE FUND (Continued) 2018 Changes Changes in Actuarial Assumptions • The mortality projection scale was changed from MP -2016 to MP-2017. Changes in Plan Provisions • Annual increases were changed to 1.00 percent for all years, with no trigger. • An end date of July 1, 2048 was added to the existing $9.0 million state contribution. • New annual state aid will equal $4.5 million in fiscal years 2019 and 2020, and $9.0 million thereafter until the plan reaches 100 percent funding, or July 1, 2048, if earlier. • Member contributions were changed from 10.80 percent to 11.30 percent of pay, effective January 1, 2019 and 11.80 percent of pay, effective January 1, 2020. • Employer contributions were changed from 16.20 percent to 16.95 percent of pay, effective January 1, 2019 and 17.70 percent of pay, effective January 1, 2020. • Interest credited on member contributions decreased from 4.00 percent to 3.00 percent, beginning July 1, 2018. • Deferred augmentation was changed to 0.00 percent, effective January 1, 2019. Augmentation that has already accrued for deferred members will still apply. • Actuarial equivalent factors were updated to reflect revised mortality and interest assumptions. 2017 Changes Changes in Actuarial Assumptions • Assumed salary increases were changed as recommended in the June 30, 2016 experience study. The net effect is proposed rates that average 0.34 percent lower than the previous rates. • Assumed rates of retirement were changed, resulting in fewer retirements. • The combined service annuity (CSA) load was 30.00 percent for vested and non -vested, deferred members. The CSA has been changed to 33.00 percent for vested members and 2.00 percent for non -vested members. • The base mortality table for healthy annuitants was changed from the RP -2000 fully generational table to the RP-2014 fully generational table (with a base year of 2006), with male rates adjusted by a factor of 0.96. The mortality improvement scale was changed from Scale AA to Scale MP -2016. The base mortality table for disabled annuitants was changed from the RP-2000 disabled mortality table to the mortality tables assumed for healthy retirees. • Assumed termination rates were decreased to 3.00 percent for the first three years of service. Rates beyond the select period of three years were adjusted, resulting in more expected terminations overall. • Assumed percentage of married female members was decreased from 65.00 percent to 60.00 percent. • Assumed age difference was changed from separate assumptions for male members (wives assumed to be three years younger) and female members (husbands assumed to be four years older) to the assumption that males are two years older than females. • The assumed percentage of female members electing joint and survivor annuities was increased. • The assumed annual increase rate was changed from 1.00 percent for all years to 1.00 percent per year through 2064 and 2.50 percent thereafter. • The single discount rate was changed from 5.60 percent per annum to 7.50 percent per annum. Changes in Plan Provisions • There have been no changes in plan provisions since the previous valuation. 219 CITY OF CORCORAN , MINNESOTA NOTES TO THE REQUIRED SUPPLEMENTARY INFORMATION DECEMBER 31, 2024 71 NOTE 3 PUBLIC EMPLOYEES RETIREMENT PLAN – POLICE AND FIRE FUND (Continued) 2016 Changes Changes in Actuarial Assumptions • The assumed annual increase rate was changed from 1.00 percent per year through 2037 and 2.50 percent thereafter to 1.00 percent per year for all future years. • The assumed investment return was changed from 7.90 percent to 7.50 percent. • The single discount rate changed from 7.90 percent to 5.60 percent. • The assumed future salary increases, payroll growth, and inflation were decreased by 0.25 percent to 3.25 percent for payroll growth and 2.50 percent for inflation. Changes in Plan Provisions • There have been no changes in plan provisions since the previous valuation. 2015 Changes Changes in Actuarial Assumptions • The assumed annual increase rate was changed from 1.00 percent per year through 2030 and 2.50 percent per year thereafter to 1.00 percent per year through 2037 and 2.50 percent per year thereafter. Changes in Plan Provisions • The annual increase to be paid after attainment of the 90 percent funding threshold was changed, from inflation up to 2.50 percent, to a fixed rate of 2.50 percent. NOTE 4 OTHER POSTEMPLOYMENT BENEFIT PLAN 2024 Changes Changes in Actuarial Assumptions • The discount rate was changed from 3.77% to 4.08% based on updated 20-year municipal bond rates. Changes in Plan Provisions • There have been no changes since the prior valuation. 220 72 SUPPLEMENTARY INFORMATION 221 CITY OF CORCORAN , MINNESOTA COMBINING BALANCE SHEET ALL NONMAJOR GOVERNMENTAL FUNDS DECEMBER 31, 2024 73 Total Nonmajor Special Revenue Funds Total Nonmajor Capital Projects Funds Total Nonmajor Governmental Funds ASSETS Cash, Cash Equivalents, and Investments 438,857$ 3,423,007$ 3,861,864$ Assessments Receivable - 191,059 191,059 Accounts Receivable 10,199 - 10,199 TOTAL ASSETS 449,056$ 3,614,066$ 4,063,122$ LIABILITIES Accounts Payable 4,222$ 141,727$ 145,949$ Construction Contracts Payable - 2,025 2,025 Deposits Payable - 6,321 6,321 Due to Other Governments - 285 285 Due to Other Funds 4,052 248,946 252,998 Total Liabilities 8,274 399,304 407,578 DEFERRED INFLOWS OF RESOURCES Unavailable Revenue: Special Assessments - 191,059 191,059 FUND BALANCES Restricted 300,894 1,292,551 1,593,445 Committed 143,940 - 143,940 Assigned - 2,021,807 2,021,807 Unassigned (4,052) (290,655) (294,707) Total Fund Balances 440,782 3,023,703 3,464,485 TOTAL LIABILITIES, DEFERRED INFLOWS OF RESOURCES, AND FUND BALANCES 449,056$ 3,614,066$ 4,063,122$ 222 CITY OF CORCORAN , MINNESOTA COMBINING STATEMENT OF REVENUES, EXPENDITURES , AND CHANGES IN FUND BALANCES ALL NONMAJOR GOVERNMENTAL FUNDS FOR THE YEAR ENDED DECEMBER 31, 2024 74 Total Nonmajor Special Revenue Funds Total Nonmajor Capital Projects Funds Total Nonmajor Governmental Funds REVENUES Special Assessments -$ 42,107$ 42,107$ Charges for Services 45,169 - 45,169 Investment Income (Loss)6,061 91,648 97,709 Miscellaneous 62,629 2,164 64,793 TOTAL REVENUES 113,859 135,919 249,778 EXPENDITURES Current: General Government 30,000 118,523 148,523 Public Safety 29,731 - 29,731 Public Works - 51,031 51,031 Capital Outlay - 1,392,330 1,392,330 TOTAL EXPENDITURES 59,731 1,561,884 1,621,615 EXCESS (DEFICIENCY) OF REVENUES OVER (UNDER) EXPENDITURES 54,128 (1,425,965) (1,371,837) OTHER FINANCING SOURCES (USES) Sale of Assets - 264,827 264,827 Transfers In 8,000 369,000 377,000 Transfers Out - (16,543) (16,543) TOTAL OTHER FINANCING SOURCES (USES)8,000 617,284 625,284 NET CHANGE IN FUND BALANCES 62,128 (808,681) (746,553) FUND BALANCES - BEGINNING 378,654 2,920,266 3,298,920 (As Previously Reported) ADJUSTMENTS AND RESTATMENTS Adjustment - Change in Major Funds - 962,308 962,308 Restatement - Correction of an Error - (50,190) (50,190) FUND BALANCES - BEGINNING 378,654 3,832,384 4,211,038 (As Adjusted and Restated) FUND BALANCES - ENDING 440,782$ 3,023,703$ 3,464,485$ 223 CITY OF CORCORAN , MINNESOTA COMBINING BALANCE SHEET NONMAJOR GOVERNMENTAL FUNDS – SPECIAL REVENUE FUNDS DECEMBER 31, 2024 75 Reserve Donation Fund Police Donation Fund Firearms Safety Fund DWI Forfeiture Fund Drug Forfeiture Fund ASSETS Cash, Cash Equivalents, and Investments 33,281$ -$ 11,449$ 9,168$ 2,934$ Accounts Receivable 1,220 - - - - TOTAL ASSETS 34,501$ -$ 11,449$ 9,168$ 2,934$ LIABILITIES Accounts Payable 4,222$ -$ -$ -$ -$ Due to Other Funds - 4,052 - - - Total Liabilities 4,222 4,052 - - - FUND BALANCES Restricted - - - 9,168 2,934 Committed 30,279 - 11,449 - - Unassigned - (4,052) - - - Total Fund Balances 30,279 (4,052) 11,449 9,168 2,934 TOTAL LIABILITIES AND FUND BALANCES 34,501$ -$ 11,449$ 9,168$ 2,934$ 224 CITY OF CORCORAN , MINNESOTA COMBINING BALANCE SHEET (Continued) NONMAJOR GOVERNMENTAL FUNDS – SPECIAL REVENUE FUNDS DECEMBER 31, 2024 76 Truck Safety Fund Lawful Gambling Fund Emergency Sirens Fund Total Nonmajor Special Revenue Funds ASSETS Cash, Cash Equivalents, and Investments 1,741$ 279,813$ 100,471$ 438,857$ Accounts Receivable - 8,979 - 10,199 TOTAL ASSETS 1,741$ 288,792$ 100,471$ 449,056$ LIABILITIES Accounts Payable -$ -$ -$ 4,222$ Due to Other Funds - - - 4,052 Total Liabilities - - - 8,274 FUND BALANCES Restricted - 288,792 - 300,894 Committed 1,741 - 100,471 143,940 Unassigned - - - (4,052) Total Fund Balances 1,741 288,792 100,471 440,782 TOTAL LIABILITIES AND FUND BALANCES 1,741$ 288,792$ 100,471$ 449,056$ 225 CITY OF CORCORAN , MINNESOTA COMBINING STATEMENT OF REVENUES, EXPENDITURES , AND CHANGES IN FUND BALANCES NONMAJOR GOVERNMENTAL FUNDS – SPECIAL REVENUE FUNDS FOR THE YEAR ENDED DECEMBER 31, 2024 77 Reserve Donation Fund Police Donation Fund Firearms Safety Fund DWI Forfeiture Fund Drug Forfeiture Fund REVENUES Charges for Services 10,494$ -$ 375$ -$ -$ Investment Income (Loss)499 - 181 138 44 Miscellaneous (1,275) 3,531 - - - TOTAL REVENUES 9,718 3,531 556 138 44 EXPENDITURES Current: General Government - - - - - Public Safety 8,068 7,629 10,401 33 - TOTAL EXPENDITURES 8,068 7,629 10,401 33 - EXCESS (DEFICIENCY) OF REVENUES OVER (UNDER) EXPENDITURES 1,650 (4,098) (9,845) 105 44 OTHER FINANCING SOURCES (USES) Transfers In - 8,000 - - - NET CHANGE IN FUND BALANCES 1,650 3,902 (9,845) 105 44 FUND BALANCES - BEGINNING 28,629 (7,954) 21,294 9,063 2,890 FUND BALANCES - ENDING 30,279$ (4,052)$ 11,449$ 9,168$ 2,934$ 226 CITY OF CORCORAN , MINNESOTA COMBINING STATEMENT OF REVENUES, EXPENDITURES, AND CHANGES IN FUND BALANCES (Continued) NONMAJOR GOVERNMENTAL FUNDS – SPECIAL REVENUE FUNDS FOR THE YEAR ENDED DECEMBER 31, 2024 78 REVENUES Charges for Services Investment Income Miscellaneous TOTAL REVENUES EXPENDITURES Current: General Government Public Safety TOTAL EXPENDITURES EXCESS (DEFICIENCY) OF REVENUES OVER (UNDER) EXPENDITURES OTHER FINANCING SOURCES (USES) Transfers In NET CHANGE IN FUND BALANCES FUND BALANCES - BEGINNING FUND BALANCES - ENDING Truck Safety Fund Lawful Gambling Fund Emergency Sirens Fund Total Nonmajor Special Revenue Funds -$ -$ 34,300$ 45,169$ 31 3,951 1,217 6,061 1,320 59,053 - 62,629 1,351 63,004 35,517 113,859 - 30,000 - 30,000 3,600 - - 29,731 3,600 30,000 - 59,731 (2,249) 33,004 35,517 54,128 - - - 8,000 (2,249) 33,004 35,517 62,128 3,990 255,788 64,954 378,654 1,741$ 288,792$ 100,471$ 440,782$ 227 CITY OF CORCORAN , MINNESOTA COMBINING BALANCE SHEET NONMAJOR GOVERNMENTAL FUNDS – CAPITAL PROJECT FUNDS DECEMBER 31, 2024 79 Long Range Capital Planning Fund Pavement Management Fund Public Works Facility Fund Capital Equip- Cert Fund ASSETS Cash, Cash Equivalents, and Investments 2,073,902$ -$ 56,137$ -$ Assessments Receivable - 191,059 - - TOTAL ASSETS 2,073,902$ 191,059$ 56,137$ -$ LIABILITIES Accounts Payable 108,232$ 17,103$ -$ 15,975$ Construction Contracts Payable - 2,025 - - Deposits Payable - 6,321 - - Due to Other Governments - 285 - - Due to Other Funds - 25,358 - 223,588 Total Liabilities 108,232 51,092 - 239,563 DEFERRED INFLOWS OF RESOURCES Unavailable Revenue: Special Assessments - 191,059 - - FUND BALANCES Restricted - - - - Assigned 1,965,670 - 56,137 - Unassigned - (51,092) - (239,563) Total Fund Balances 1,965,670 (51,092) 56,137 (239,563) TOTAL LIABILITIES, DEFERRED INFLOWS OF RESOURCES, AND FUND BALANCES 2,073,902$ 191,059$ 56,137$ -$ 228 CITY OF CORCORAN , MINNESOTA COMBINING BALANCE SHEET (Continued) NONMAJOR GOVERNMENTAL FUNDS – CAPITAL PROJECT FUNDS DECEMBER 31, 2024 80 Hackamore Upgrade Fund Wetland Restoration Fund Pulte Encore Fund Total Nonmajor Capital Project Funds ASSETS Cash, Cash Equivalents, and Investments 1,022,451$ 110,856$ 159,661$ 3,423,007$ Assessments Receivable - - - 191,059 TOTAL ASSETS 1,022,451$ 110,856$ 159,661$ 3,614,066$ LIABILITIES Accounts Payable 417$ -$ -$ 141,727$ Construction Contracts Payable - - - 2,025 Deposits Payable - - - 6,321 Due to Other Governments - - - 285 Due to Other Funds - - - 248,946 Total Liabilities 417 - - 399,304 DEFERRED INFLOWS OF RESOURCES Unavailable Revenue: Special Assessments - - - 191,059 FUND BALANCES Restricted 1,022,034 110,856 159,661 1,292,551 Assigned - - - 2,021,807 Unassigned - - - (290,655) Total Fund Balances 1,022,034 110,856 159,661 3,023,703 TOTAL LIABILITIES, DEFERRED INFLOWS OF RESOURCES, AND FUND BALANCES 1,022,451$ 110,856$ 159,661$ 3,614,066$ 229 CITY OF CORCORAN , MINNESOTA COMBINING STATEMENT OF REVENUES, EXPENDITURES , AND CHANGES IN FUND BALANCES NONMAJOR GOVERNMENTAL FUNDS – CAPITAL PROJECT FUNDS FOR THE YEAR ENDED DECEMBER 31, 2024 81 Long Range Capital Planning Fund Pavement Management Fund Public Works Facility Fund Capital Equip- Cert Fund REVENUES Special Assessments -$ 42,107$ -$ -$ Investment Income (Loss)31,267 2,888 317 - Miscellaneous - 2,164 - - TOTAL REVENUES 31,267 47,159 317 - EXPENDITURES Current: General Government 118,523 - - - Public Works - - 51,031 - Capital Outlay 407,068 8,800 - 894,691 TOTAL EXPENDITURES 525,591 8,800 51,031 894,691 EXCESS (DEFICIENCY) OF REVENUES OVER (UNDER) EXPENDITURES (494,324) 38,359 (50,714) (894,691) OTHER FINANCING SOURCES (USES) Sale of Assets - - - 264,827 Transfers In 339,000 - 30,000 - Transfers Out (16,543) - - - TOTAL OTHER FINANCING SOURCES (USES)322,457 - 30,000 264,827 NET CHANGE IN FUND BALANCES (171,867) 38,359 (20,714) (629,864) FUND BALANCES - BEGINNING 2,137,537 - 76,851 390,301 (As Previously Reported) ADJUSTMENTS AND RESTATEMENTS Adjustment - Change in Major Funds - (89,451) - - Restatement - Correction of an Error - - - - FUND BALANCE - BEGINNING 2,137,537 (89,451) 76,851 390,301 (As Adjusted and Restated) FUND BALANCES - ENDING 1,965,670$ (51,092)$ 56,137$ (239,563)$ 230 CITY OF CORCORAN , MINNESOTA COMBINING STATEMENT OF REVENUES, EXPENDITURES, AND CHANGES IN FUND BALANCES (Continued) NONMAJOR GOVERNMENTAL FUNDS – CAPITAL PROJECT FUNDS FOR THE YEAR ENDED DECEMBER 31, 2024 82 Hackamore Upgrade Fund Wetland Restoration Fund Pulte Encore Fund Total Nonmajor Capital Project Funds REVENUES Special Assessments -$ -$ -$ 42,107$ Investment Income (Loss)52,046 1,662 3,468 91,648 Miscellaneous - - - 2,164 TOTAL REVENUES 52,046 1,662 3,468 135,919 EXPENDITURES Current: General Government - - - 118,523 Public Works - - - 51,031 Capital Outlay 81,771 - - 1,392,330 TOTAL EXPENDITURES 81,771 - - 1,561,884 EXCESS (DEFICIENCY) OF REVENUES OVER (UNDER) EXPENDITURES (29,725) 1,662 3,468 (1,425,965) OTHER FINANCING SOURCES (USES) Sale of Assets - - - 264,827 Transfers In - - - 369,000 Transfers Out - - - (16,543) TOTAL OTHER FINANCING SOURCES (USES)- - - 617,284 NET CHANGE IN FUND BALANCES (29,725) 1,662 3,468 (808,681) FUND BALANCES - BEGINNING - 109,194 206,383 2,920,266 (As Previously Reported) ADJUSTMENTS AND RESTATEMENTS Adjustment - Change in Major Funds 1,051,759 - - 962,308 Restatement - Correction of an Error - - (50,190) (50,190) FUND BALANCE - BEGINNING 1,051,759 109,194 156,193 3,832,384 (As Adjusted and Restated) FUND BALANCES - ENDING 1,022,034$ 110,856$ 159,661$ 3,023,703$ 231 CITY OF CORCORAN , MINNESOTA SUPPLEMENTAL COMBINING BALANCE SHEET DEBT SERVICE FUND DECEMBER 31, 2024 83 G.O. Equipment Certificates 2020B G.O. Bonds 2016A G.O. Bonds 2018A G.O. Bonds 2023A G.O. Bonds Total Debt Service Fund ASSETS Cash, Cash Equivalents, and Investments 117,262$ 178,046$ (664,408)$ 373,532$ 287,695$ 292,127$ Assessments Receivable - - 143,205 - - 143,205 Due from Other Governments - - 870 - - 870 TOTAL ASSETS 117,262$ 178,046$ (520,333)$ 373,532$ 287,695$ 436,202$ DEFERRED INFLOWS OF RESOURCES Unavailable Revenue: Special Assessments - - 143,205 - - 143,205 FUND BALANCES Restricted 117,262 178,046 (663,538) 373,532 287,695 292,997 TOTAL DEFERRED INFLOWS OF RESOURCES AND FUND BALANCES 117,262$ 178,046$ (520,333)$ 373,532$ 287,695$ 436,202$ 232 CITY OF CORCORAN , MINNESOTA SUPPLEMENTAL COMBINING SCHEDULE OF REVENUES, EXPENDITURES, AND CHANGES IN FUND BALANCES DEBT SERVICE FUND FOR THE YEAR ENDED DECEMBER 31, 2024 84 G.O. Equipment Certificates 2020B G.O. Bonds 2016A G.O. Bonds 2018A G.O. Bonds 2023A G.O. Bonds Total Debt Service Fund REVENUES Property Taxes 474,587$ 231,410$ -$ 107,021$ 373,590$ 1,186,608$ Special Assessments - - 84,730 - - 84,730 Investment Income (Loss)- 3,124 - 3,051 - 6,175 TOTAL REVENUES 474,587 234,534 84,730 110,072 373,590 1,277,513 EXPENDITURES Debt Service: Principal 355,000 165,000 240,000 75,000 - 835,000 Interest and Other Charges 87,562 47,040 24,181 28,050 209,251 396,084 TOTAL EXPENDITURES 442,562 212,040 264,181 103,050 209,251 1,231,084 EXCESS (DEFICIENCY) OF REVENUES OVER (UNDER) EXPENDITURES 32,025 22,494 (179,451) 7,022 164,339 46,429 OTHER FINANCING SOURCES (USES) Transfers In - - 65,930 - - 65,930 NET CHANGE IN FUND BALANCES 32,025 22,494 (113,521) 7,022 164,339 112,359 FUND BALANCES - BEGINNING 85,237 155,552 (550,017) 366,510 123,356 180,638 FUND BALANCES - ENDING 117,262$ 178,046$ (663,538)$ 373,532$ 287,695$ 292,997$ 233 CITY OF CORCORAN , MINNESOTA SCHEDULE OF INDEBTEDNESS FOR THE YEAR ENDED DECEMBER 31, 2024 (UNAUDITED) 85 Initial Outstanding Outstanding Principal Issue Interest Maturity Authorized Balance Balance Due Within Dates Rates Dates Issue 01/01/24 Issued Paid 12/31/24 One Year GOVERNMENTAL INDEBTEDNESS G.O. Equipment Certificate, 2016A 5/1/2016 2.00 - 2.40%2/1/2026 290,000$ 105,000$ -$ 35,000$ 70,000$ 35,000$ G.O. Improvement Bonds, 2016A 5/1/2016 2.00 - 2.40%2/1/2032 2,625,000 1,270,000 - 240,000 1,030,000 240,000 G.O. Equipment Certificate, 2018A 5/31/2018 3.00 - 3.125%2/1/2028 600,000 350,000 - 65,000 285,000 70,000 G.O. Bonds, 2018A 5/31/2018 3.00 - 3.125%2/1/2034 1,235,000 955,000 - 75,000 880,000 75,000 G.O. Equipment Certificate, 2020A 7/8/2020 2.00%2/1/2030 805,000 640,000 - 85,000 555,000 90,000 G.O. Capital Improvement Bonds, 2020B 11/5/2020 1.00 - 2.00%2/1/2038 3,365,000 3,060,000 - 165,000 2,895,000 175,000 G.O. Equipment Certificate, 2022A 6/2/2022 3.125 - 4.00%2/1/2032 1,800,000 1,800,000 - 170,000 1,630,000 175,000 G.O. Improvement Bonds, 2023A 5/11/2023 4.00 - 5.00%2/1/2039 3,760,000 3,760,000 - - 3,760,000 185,000 TOTAL GOVERNMENTAL DEBTS 14,480,000 11,940,000 - 835,000 11,105,000 1,045,000 BUSINESS-TYPE INDEBTEDNESS G.O. Utility Revenue Bonds, 2014B 8/1/2014 2.00 - 3.625%2/1/2035 3,130,000 2,070,000 - 155,000 1,915,000 160,000 G.O. Utility Revenue Bonds, 2020A 7/8/2020 2.00%2/1/2031 1,145,000 935,000 - 110,000 825,000 110,000 G.O. Utility Revenue Bonds, 2023A 5/11/2023 4.00 - 5.00%2/1/2053 21,785,000 21,785,000 - 595,000 21,190,000 370,000 26,060,000 24,790,000 - 860,000 23,930,000 640,000 Maple Grove WAC 1/1/2014 5.50%12/20/2027 300,000 140,085 - 32,152 107,933 33,944 Maple Grove WAC 2/16/2016 0.00%1/1/2027 117,790 47,116 - 11,779 35,337 11,779 417,790 187,201 - 43,931 143,270 45,723 TOTAL BUSINESS-TYPE DEBTS 26,477,790 24,977,201 - 903,931 24,073,270 685,723 TOTAL INDEBTEDNESS 40,957,790$ 36,917,201$ -$ 1,738,931$ 35,178,270$ 1,730,723$ General Obligation Revenue Bonds Notes Payable General Obligation Bonds 234 CITY OF CORCORAN , MINNESOTA SUMMARY FINANCIAL REPORT REVENUES AND EXPENDITURES FOR GENERAL OPERATIONS GOVERNMENTAL FUNDS FOR THE YEARS ENDED DECEMBER 31, 2024 AND 2023 86 Total 2024 Total 2023 Percent Increase (Decrease) REVENUES Taxes 8,352,937$ 7,038,248$ 18.68% Franchise Taxes 66,024 66,865 -1.26% Special Assessments 126,837 111,151 14.11% Licenses, Permits, and Fees 1,876,783 1,733,964 8.24% Intergovernmental 484,183 1,663,827 -70.90% Charges for Services 1,276,659 1,034,775 23.38% Fines 26,980 29,748 -9.30% Investment Income 339,316 847,268 -59.95% Miscellaneous 89,591 7,354,296 -98.78% TOTAL REVENUES 12,639,310$ 19,880,142$ -36.42% Per Capita 1,508.63 2,479.13 -39.15% EXPENDITURES Current: General Government 3,069,410$ 2,027,899$ 51.36% Public Safety 4,406,892 3,938,771 11.88% Public Works 2,462,531 1,913,747 28.68% Sanitation 18,789 15,216 23.48% Parks and Recreation 270,252 244,460 10.55% Capital Outlay 5,011,195 11,234,885 -55.40% Debt Service: Principal 835,000 655,000 27.48% Interest and Other Charges 396,084 258,877 53.00% TOTAL EXPENDITURES 16,470,153$ 20,288,855$ -18.82% Per Capita 1,965.88 2,530.10 -22.30% Total Long-term Indebtedness 11,105,000$ 11,940,000$ -6.99% Per Capita 1,325.50 1,488.96 -10.98% General Fund and Special Revenue Funds Committed, Assigned, and Unassigned Fund Balances - December 31 4,495,471$ 4,312,111$ 4.25% Per Capita 536.58 537.74 -0.22% The purpose of this report is to provide a summary of the financial information concerning the City of Corcoran to interested citizens. The complete financial statements may be examined at 8200 County Road 116, Corcoran, MN 55340. Questions about this report should be directed to Jay Tobin, City Administrator, at 763 -420-2288. 235 CITY OF CORCORAN , MINNESOTA SCHEDULE OF EXPENDITURES OF FEDERAL AWARDS FOR THE YEAR ENDED DECEMBER 31, 2024 87 Federal Federal ALN Expenditures DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT Economic Development Initiative, Community Project Funding, and Miscellaneous Grants 14.251 3,091,753$ Federal Grantor/Pass Through Grantor/Program or Cluster Title NOTES TO THE SCHEDULE OF EXPENDITURES OF FEDERAL AWARDS FOR THE YEAR ENDED DECEMBER 31, 2024 NOTE 1 BASIS OF PRESENTATION The accompanying Schedule of Expenditures of Federal Awards (the Schedule) includes the federal award activity of the City of Corcoran (the City) under programs of the federal government for the year ended December 31, 2024. The information in the Schedule is presented in accordance with the requirements of Title 2 U.S. Code of Federal Regulations (CFR) Part 200, Uniform Administrative Requirements, Cost Principles, and Audit Requirements for Federal Awards (Uniform Guidance). Because the Schedule presents only a select portion of the operations of the City, it is not intended to and does not present the financial position or changes in financial position of the City of Corcoran. NOTE 2 SUMMARY OF SIGNIFICANT ACCOUNTING POLICIES Expenditures reported on the Schedule are reported on the modified accrual basis of accounting. Such expenditures are recognized following the cost principles contained in the Uniform Guidance, wherein certain types of expenditures are not allowable or a re limited as to reimbursement. NOTE 3 INDIRECT COST RATE The City has elected not to use the 10% de minimis indirect cost rate allowed under the Uniform Guidance. NOTE 4 SUBRECIPIENTS The City did not pass through any federal funds to subrecipients during the year ended December 31, 2024. NOTE 5 PASS-THROUGH IDENTIFIER The City's pass-through identifier is unknown. 236 88 OTHER REQUIRED REPORTS AND SCHEDULES 237 89 www.schlennerwenner.cpa INDEPENDENT AUDITOR’S REPORT ON INTERNAL CONTROL OVER FINANCIAL REPORTING AND ON COMPLIANCE AND OTHER MATTERS BASED ON AN AUDIT OF FINANCIAL STATEMENTS PERFORMED IN ACCORDANCE WITH GOVERNMENT AUDITING STANDARDS Honorable Mayor and City Council City of Corcoran , Minnesota We have audited, in accordance with auditing standards generally accepted in the United States of America and the standards applicable to financial audits contained in Government Auditing Standards issued by the Comptroller General of the United States, the financial statements of the governmental activities, the business -type activities, each major fund, and the aggregate remaining fund information of the City of Corcoran , Minnesota (the City), as of and for the year ended December 31, 2024, and the related notes to the financial statements, which collectively comprise the City of Corcoran’s basic financial statements and have issued our report thereon dated June 27, 2025. Report on Internal Control Over Financial Reporting In planning and performing our audit of the financial statements, we considered the City of Corcoran’s internal control over financial reporting (internal control) as a basis for designing audit procedures that are appropriate in the circumstances fo r the purpose of expressing our opinions on the financial statements, but not for the purpose of expressing an opinion on the effectiveness of the City’s internal control. Accordingly, we do not express an opinion on the effectiveness of the City’s i nternal control. A deficiency in internal control exists when the design or operation of a control does not allow management or employees, in the normal course of performing their assigned functions, to prevent, or detect and correct, misstatements on a timely basis. A material weakness is a deficiency, or a combination of deficiencies, in internal control such that there is a reasonable poss ibility that a material misstatement of the City’s financial statements will not be prevented, or detected and corrected, on a timely basis. A significant deficiency is a deficiency, or a combination of deficiencies, in internal control that is less severe than a ma terial weakness, yet important enough to merit attention by those charged with governance. Our consideration of internal control was for the limited purpose described in the first paragraph of this section and was no t designed to identify all deficiencies in internal control that might be material weaknesses or significant deficiencies. Give n these limitations, during our audit we did not identify any deficiencies in internal control that we consider to be material weakne sses. However, material weaknesses or significant deficiencies may exist that were not identified. Report on Compliance and Other Matters As part of obtaining reasonable assurance about whether the City's financial statements are free from material misstatement, we performed tests of its compliance with certain provisions of laws, regulations, contracts, and grant agreements, noncomplianc e with which could have a direct and material effect on the financial statements. However, providing an opinion on compliance w ith those provisions was not an objective of our audit, and accordingly, we do not express such an opinion. The results of our t ests disclosed no instances of noncompliance or other matters that are required to be reported under Government Auditing Standards. 238 90 Minnesota Legal Compliance In connection with our audit, we noted that City of Corcoran failed to comply with provisions of the depositories of public funds and public investments section of the Minnesota Legal Compliance Audit Guide Cities , promulgated by the State Auditor pursuant to Minn. Stat. § 6.65, insofar as they relate to accounting matters as described in the Schedule of Findings and Questioned Costs as item 2024-002. Also, in connection with our audit, nothing came to our attention that caused us to believe that the City failed to comply with the provisions of the contracting – bid laws, conflicts of interest, public indebtedness, claims and disbursements, and miscellaneous provisions sections of the Minnesota Legal Compliance Audit Guide for Cities, insofar as they relate to accounting matters. However, our audit was not directed primarily toward obtaining knowledge of such noncompliance. Accordingly, had we performed additional procedures, other matters may have come to our attention regarding the City’s noncompliance with the above referenced provisions, insofar as they relate to accounting matters. City of Corcoran’s Response to Findings Government Auditing Standards requires the auditor to perform limited procedures on the City of Corcoran’s response to the findings identified in our audit and described in the accompanying Schedule of Findings and Questioned Costs and Corrective Action Plans . The City’s response was not subjected to the other auditing procedures applied in the audit of the financial statements and, accordingly, we express no opinion on the response. Purpose of this Report The purpose of this report is solely to describe the scope of our testing of internal control over financial reporting and co mpliance and the results of that testing, and not to provide an opinion on the effectiveness of the City’s internal control or on comp liance. This report is an integral part of an audit performed in accordance with Government Auditing Standards in considering the City’s internal control and compliance. Accordingly, this communication is not suitable for any other purpose. SCHLENNER WENNER & CO. St. Cloud, Minnesota June 27, 2025 239 91 www.schlennerwenner.cpa INDEPENDENT AUDITOR’S REPORT ON COMPLIANCE FOR EACH MAJOR PROGRAM AND ON INTERNAL CONTROL OVER COMPLIANCE REQUIRED BY THE UNIFORM GUIDANCE Honorable Mayor and City Council City of Corcoran , MN Report on Compliance for Each Major Federal Program Opinion on Each Major Federal Program We have audited the City of Corcoran’s compliance with the types of compliance requirements identified as subject to audit in the OMB Compliance Supplement that could have a direct and material effect on each of the City’s major federal programs for the year ended December 31, 2024. The City’s major federal programs are identified in the summary of auditor’s results section of the accompanying Schedule of Findings and Questioned Costs. In our opinion, the City of Corcoran complied, in all material respects, with the compliance requirements referred to above that could have a direct and material effect on each of its major federal programs for the year ended December 31, 2024. Basis for Opinion on Each Major Federal Program We conducted our audit of compliance in accordance with auditing standards generally accepted in the United States of America ; the standards applicable to financial audits contained in Government Auditing Standards issued by the Comptroller General of the United States; and the audit requirements of Title 2 U.S. Code of Federal Regulations Part 200, Uniform Administrative Requirements, Cost Principles, and Audit Requirements for Federal Awards (Uniform Guidance). Our responsibilities under those standards and the Uniform Guidance are further described in the Auditor’s Responsibilities for the Audit of Compliance sectio n of our report. We are required to be independent of the City of Corcoran and to meet our other ethical responsibilities, in accordance with relevant ethical requirements relating to our audit. We believe that the audit evidence we have obtained is sufficient and appropriate to provide a basis for our opinion on compliance for each major federal program. Our audit does not provide a leg al determination of the City’s compliance with the compliance requirements referred to above. Responsibilities of Management for Compliance Management is responsible for compliance with the requirements referred to above and for the design, implementation, and maintenance of effective internal control over compliance with the requirements of laws, statutes, regulations, rules, and provisions of contracts or grant agreements applicable to the City of Corcoran’s federal programs. 240 92 Auditor’s Responsibilities for the Audit of Compliance Our objectives are to obtain reasonable assurance about whether material noncompliance with the compliance requirements referred to above occurred, whether due to fraud or error, and express an opinion on the City of Corcoran’s compliance based on our audit. Reasonable assurance is a high level of assurance but is not absolute assurance and therefore is not a guarantee t hat an audit conducted in accordance with generally accepted auditing standards, Government Auditing Standards, and the Uniform Guidance will always detect material noncompliance when it exists. The risk of not detecting material noncompliance resulting from fraud is higher than for that resulting from error, as fraud may involve collusion, forgery, intentional omissions, misrepresentations, or the override of internal control. Noncompliance with the compliance requirements referred to above is considered material if there is a substantial likelihood that, individually or in the aggregate, it would influence the judgm ent made by a reasonable user of the report on compliance about the City’s compliance with the requirements of each major federal prog ram as a whole. In performing an audit in accordance with generally accepted auditing standards, Government Auditing Standards, and the Uniform Guidance, we: • Exercise professional judgment and maintain professional skepticism throughout the audit. • Identify and assess the risks of material noncompliance, whether due to fraud or error, and design and perform audit procedures responsive to those risks. Such procedures include examining, on a test basis, evidence regarding the City’s compliance with the compliance requirements referred to above and performing such other procedures as we considered necessary in the circumstances. • Obtain an understanding of the City’s internal control over compliance relevant to the audit in order to design audit procedures that are appropriate in the circumstances and to test and report on internal control over compliance in accordance with the Uniform Guidance, but not for the purpose of expressing an opinion on the effectiveness of the City’s internal control over compliance. Accordingly, no such opinion is expressed. We are required to communicate with those charged with governance regarding, among other matters, the planned scope and timing of the audit and any significant deficiencies and material weaknesses in internal control over compliance that we iden tified during the audit. Report on Internal Control over Compliance Our consideration of internal control over compliance was for the limited purpose described in the Auditor’s Responsibilities for the Audit of Compliance section above and was not designed to identify all deficiencies in internal control over compliance t hat might be material weaknesses or significant deficiencies in internal control over compliance and therefore, material weakness es or significant deficiencies may exist that were not identified. Given these limitations, w e did not identify any deficiencies in internal control over compliance that we consider to be material weaknesses. However, material weaknesses in internal control over compliance may exist that were not identified . A deficiency in internal control over compliance exists when the design or operation of a control over compliance does not allow management or employees, in the normal course of performing their assigned functions, to prevent, or detect and correct, noncompliance with a type of compliance requirement of a federal program on a timely basis. A material weakness in internal control over compliance is a deficiency, or a combination of deficiencies, in internal control over compliance, such that there is a reasonable possibility that material noncompliance with a type of compliance requirement of a federal program will not be prevented, or detected and corrected, on a timely basis. A significant deficiency in internal control over compliance is a deficiency, or a combination of deficiencies, in internal control over compliance with a type of compliance requirement of a federal program that is less severe than a material weakness in internal control over compliance, yet important enough to merit attention by those charged with governance. We consider the deficiency in internal control over compliance described in the accompanying Schedule of Findings and Questioned Costs as item 2024-001 to be a significant deficiency . Our audit was not designed for the purpose of expressing an opinion on the effectiveness of internal control over compliance. Accordingly, no such opinion is expressed. 241 93 Government Auditing Standards requires the auditor to perform limited procedures on the City’s response to the internal control over compliance findings identified in our compliance audit described in the accompanying Schedule of Findings and Questioned Costs. The City’s response was not subjected to the other auditing procedures applied in the audit of compliance and, accordingly, we express no opinion on the response. The purpose of this report on internal control over compliance is solely to describe the scope of our testing of internal con trol over compliance and the results of that testing based on the requirements of the Uniform Guidance. Accordingly, this report is no t suitable for any other purpose. SCHLENNER WENNER & CO. St. Cloud, Minnesota June 27, 2025 242 CITY OF CORCORAN , MINNESOTA SCHEDULE OF FINDINGS AND QUESTIONED COSTS FOR THE YEAR ENDED DECEMBER 31, 2024 94 SECTION I: SUMMARY OF AUDITOR’S RESULTS Type of auditor's report issued:Unmodified *Material weakness(es) identified?Yes X No *Significant deficiencies identified that are not considered to be material weaknesses?Yes X No Noncompliance material to financial statements noted?Yes X No Federal Awards Internal control over major programs: *Material weakness(es) identified?Yes X No *Significant deficiencies identified that are not considered to be material weakness(es)?X Yes No Type of auditor's report issued on compliance for major programs:Unmodified Any audit findings disclosed that are required to be reported in accordance with Uniform Guidance?Yes X No Identification of major programs: Dollar threshold used to distinguish between type A and type B programs:750,000$ Auditee qualified as low-risk auditee?Yes X No 14.251 Economic Development Initiative, Community Project Funding, and Miscellaneous Grants Financial Statements Name of Federal Program or ClusterALN(s) 243 CITY OF CORCORAN , MINNESOTA SCHEDULE OF FINDINGS AND QUESTIONED COSTS FOR THE YEAR ENDED DECEMBER 31, 2024 95 SECTION II: FINANCIAL STATEMENT FINDINGS IN ACCORDANCE WITH GOVERNMENT AUDITING STANDARDS No findings identified. SECTION III: FEDERAL AWARDS FINDINGS AND QUESTIONED COSTS Finding 2024-001 Internal Controls Over Compliance for Cash Management, Allowable Costs, Procurement, and Conflicts of Interest Federal Program: 14.251 Economic Development Initiative, Community Project Funding, and Miscellaneous Grants Condition: The City did not have formally documented written controls to ensure compliance with the U.S. Office of Management and Budget’s (OMB) Uniform Administrative Requirement, Cost Principles, and Audit Requirements for Federal Awards (Uniform Guidance), in regard to determining allowable costs, procurement procedures, conflicts of interest, and cash management. Criteria: 2 CFR § 200.302(b) requires the City to have written procedures related to managing cash from federal awards, including determining the allowability of costs in accordance with 2 CFR 200 Subpart E – Cost Principles. Additionally, 2 CFR § 318(a) and (c), requires the City to formally document procedures used for procurements made within federal programs, to demonstrate compliance with Uniform Guidance, which includes written standards of conduct that cover conflicts of interest and govern the performance of individuals engaged in procurement. Cause: The City’s policies and procedures were not formally drafted and updated in written form. Effect: The failure to have written policies and procedures during the grant period resulted in the City’s temporary noncompliance with the requirements of the Uniform Guidance. Context: This is a general requirement that pertains to most federal grants. This was not identified via sampling procedures. Questioned Costs: None identified. Recommendation: We recommend the City review the Electronic Code of Federal Regulations, particularly the sections referenced above, to obtain a better understanding of the related requirements under Uniform Guidance. Based on this understanding, we recommend the City adopt written policies and procedures pertaining to cash management, determining the allowability of costs, procurement procedures, and conflicts of interest for all federal programs. Since the discovery of this issue, the City has adopted written policies and procedures pertaining to cash management, determining the allowability of costs, procurement procedures, and conflicts of interest for all federal programs. Views of Responsible Officials and Planned Corrective Actions: Management agrees with our recommendation , and this matter has already been resolved subsequent to year-end. See corresponding Corrective Action Plan. 244 CITY OF CORCORAN , MINNESOTA SCHEDULE OF FINDINGS AND QUESTIONED COSTS FOR THE YEAR ENDED DECEMBER 31, 2024 96 SECTION IV: MINNESOTA LEGAL COMPLIANCE FINDINGS Finding 2024-002 Deposits in Excess of Insured Limits Condition: The City held deposits in excess of FDIC limits with a financial institution, without sufficient collateral pledged. Criteria: In accordance with MN Statute § 118A.03, subd. 1 & 3, the City is required to obtain a bond or collateral which, when computed at its market value, shall be at least ten percent more than the amount of deposits being held in excess of deposit insurance. Cause: Deposits held at the financial institution used by the City exceeded FDIC limits and were not fully secured in accordance with the criteria noted above. Effect: The failure to ensure the City’s deposits were secured by sufficient pledged collateral or insurance resulted in noncompliance with the requirements set forth in Minnesota Statutes. Recommendation: We recommend the City implement a process of reviewing bank account balances and applied collateral levels on a regular basis and taking corrective actions as necessary. Views of Responsible Officials And Planned Corrective Actions: Management agrees with the recommendation. See corresponding Corrective Action Plan. 245 97 www.corcoranmn.gov 8200 County Road 116 Corcoran, MN 55340 Phone: 763-420-2288 Administrative Offices Public Works Offices 9100 County Road 19 Corcoran, MN 55357 Phone: 763-420-2652 Phone: 763-420-8966 Police Department Offices 8200 County Road 116 Corcoran, MN 55340 CORRECTIVE ACTION PLANS FOR THE YEAR ENDED DECEMBER 31, 2024 FEDERAL AWARDS FINDINGS Finding 2024-001 Internal Controls Over Compliance for Cash Management, Allowable Costs, Procurement, and Conflicts of Interest 1. Explanation of Disagreement with Audit Finding There is no disagreement with the audit finding. 2. Action Planned in Response to Finding Subsequent to year-end, the City addressed this matter by formally adopting written policies meeting the referenced requirements of the Code of Federal Regulations . 3. Official Responsible The City Administrator is the official responsible for ensuring corrective action. 4. Planned Completion Date June 30, 2025. 5. Plan to Monitor Completion The City Council will be monitoring this Corrective Plan. LEGAL COMPLIANCE FINDINGS Finding 2024-002 Deposits in Excess of Insured Limits 1. Explanation of Disagreement with Audit Finding There is no disagreement with the audit finding. 2. Actions Planned in Response to Finding The City will ensure sufficient collateral has been pledged or insurance provided on all depository accounts. 3. Official Responsible The City Administrator is the official responsible for ensuring corrective action. 4. Planned Completion Date December 31, 2025 5. Plan to Monitor Completion The City Council will be monitoring this Corrective Action Plan. 246 98 www.corcoranmn.gov 8200 County Road 116 Corcoran, MN 55340 Phone: 763-420-2288 Administrative Offices Public Works Offices 9100 County Road 19 Corcoran, MN 55357 Phone: 763-420-2652 Phone: 763-420-8966 Police Department Offices 8200 County Road 116 Corcoran, MN 55340 SUMMARY SCHEDULE OF PRIOR AUDIT FINDINGS FOR THE YEAR ENDED DECEMBER 31, 2024 PRIOR YEAR FINANCIAL STATEMENT FINDINGS Financial statement findings 2023-001, 2023-002, 2023-003, 2023-004 and 2023-005 reported in accordance with Government Auditing Standards in the prior year have been resolved in the current year. No Federal Award Findings were reported in the prior year. 247 STAFF REPORT Agenda Item: 9.b Council Meeting: July 10, 2025 Prepared By: Kevin Mattson, Public Works Director, Topic: Public Works On-Call Policy Action Required: Approval Summary With the addition of critical infrastructure related to water supply and recent organizational adjustments related to Comp & Class, it is necessary to implement an On-Call Policy for the Public Works department. Staff has drafted the attached On-Call Policy for Council’s consideration and approval. Consistent with the Council’s compensation philosophy, the average compensation of the seven comparable cities was used to evaluate and develop the policy recommendations. Of the comparable cities, Corcoran is the only Public Works department to not currently have any Stand- By compensation. Provided below is a summary of the Stand-By compensation recommendation: Total hourly compensation for the Comparable Cities per week Range from 7 hours to 17 hours (not including holidays) Average is 11.4 hours Median is 10 hours Proposed Corcoran – 11 hours Weekday (M-F) – 1 Hour Weekend (S-S) – 3 Hours Holiday hours range from 1 hour to 7.5 hours Average is 3.9 hours Median is 3.5 hours Proposed Corcoran Holiday – 4 Hours All calls will be tracked to review and monitor the On-Call program, but staff anticipate that the demand for emergency services will continue to grow year over year. The proposed effective date for implementation would be July 19th, 2025. Financial/Budget 248 Using an hourly rate of $40.00, the estimated annual cost for the program would be ~$25,000 each for both Utilities and Operations divisions. For Utilities, this would be prorated between the Water and Sewer funds. This could be incorporated into the annual budgets which historically have had surpluses. These costs would also be factored in the upcoming Rate Study. For Operations, this would come out of the General Fund and in 2025 offset by deferring the hiring of the open Maintenance Worker position until 4Q2025. Future budgets would need to be adjusted to accommodate. Options 1 - Approve the Public Works On-Call Policy as presented. 2 - Approve the Public Works On-Call Policy with modifications. 3 - Decline. Recommendation Approve the Public Works On-Call Policy as presented. Council Action Consider a motion to approve the Public Works On-Call Policy as presented. Attachments 1. Public Works On-Call Policy_7-8-25.pdf 249 Public Works – On-Call Policy (DRAFT) Callbacks occur for emergencies and unforeseen events that happen outside of the regularly scheduled work hours. Employees who are on-call must diagnose and respond within 15 minutes or less when called; and be on site, if necessary, within 45 minutes or less when called. For the purposes of tracking time, it starts to accrue when the employee receives the emergency call and begins the diagnosis response window. The city will provide a cell phone and assign a take home vehicle for employees who are on-call. The vehicle shall be marked and kept within a 30-minute response “bubble” of the city limits. Non- employees are allowed access to the vehicle on a limited basis at the discretion of the Public Works Director or Division Superintendent. Employees shall be prohibited from chemical impairment when in an on-call status. Chemical impairment is defined as a mental or physical state which would be illegal to operate a vehicle or equipment consistent with the position description. Possession of alcohol or firearms is prohibited from vehicles. Each Division Superintendent will assign one non-exempt employee each day including weekends and holidays for the purpose of Stand-By responsibilities. The assigned employees are eligible for “Stand-By” and “Call-Back” compensation. With the exception of reasons covered by Earned Sick and Safe Time (ESST) employees may not use compensatory time off or PTO on the same day. The assigned employee will receive the following compensation based on their regular rate of pay per day when on “Stand-By”: • Weekdays (M-F) – 1 Hour • Weekends (S-S) – 3 Hours • Holidays – 4 Hours The Stand-By employee will receive a minimum of 2 Hours wages or for actual time worked in excess of that for each call-back. The Public Works Director or Division Superintendents may call in and authorize additional staff to work during an emergency. Those employees will receive a minimum of 3 hours wages or for actual time worked in excess of that for each call-back. Eligible non-exempt employees shall be compensated at 1.5 times the regular base rate of pay for time worked outside of regularly scheduled hours and 2.0 times the regular base rate of pay for time worked on holidays. The Public Works Director reserves the right to review and modify the On -Call Policy based on performance and operational needs. 250 STAFF REPORT Agenda Item: 9.c Council Meeting: July 10, 2025 Prepared By: Deb Johnson, City Clerk Kevin Mattson, Public Works Director/Engineer Topic: Watershed Commission Appointment Action Required: Approval Summary A seat on the Elm Creek Watershed Commission has been vacant since Commissioner Guenthner's term ended on September 11, 2024. The vacancy was advertised for several months on the City’s website, social media, signboard and local paper. Recently, two applications were received. The selection subcommittee is conducting interviews on July 3, and a recommendation for appointment will be presented at the City Council meeting on July 10, 2025. Recommendation Discuss and move to approve the subcommittee's recommendation for appointment to the Elm Creek Watershed Commission. Council Action Consider a motion to appoint an individual to the Elm Creek Watershed Commission. Attachments 1. Watershed Commission Application Casserly, K. redacted_Redacted.pdf 2. Watershed Commission - Evenrud, L. redacted_Redacted.pdf 251 25 2 25 3 25 4 25 5 25 6 STAFF REPORT Agenda Item: 12.a Council Meeting: July 10, 2025 Prepared By: Deb Johnson, City Clerk Topic: 2025 City Council Schedule Action Required: Information Only Council Action Information Only Attachments 1. 2025 City Council Meeting Calendar as of 7.03.25.pdf 257 1 2025 CITY OF CORCORAN Meetings Mayor Contracted Services Council Tom McKee tmckee@corcoranmn.gov Planning 612-638-0225 Council Quarterly Work Sess. Council Members Engineer 763-479-4209 Planning Commission Michelle R. Friedrich michelle.friedrich@corcoranmn.gov Building Inspector 763-479-1720 Parks & Trails Commissions Mark Lanterman mlanterman@corcoranmn.gov City Assessor 612-348-2943 City Holiday Jeremy Nichols jnichols@corcoranmn.gov Septic / Henn Co. 612-543-5200 Alternative Meeting Dates Dean Vehrenkamp dvehrenkamp@corcoranmn.gov Republic Services 763-972-3335 JANUARY S M T W T F S 29 30 31 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 1 2 3 4 5 6 7 8 FEBRUARY S M T W T F S 26 27 28 29 30 31 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 1 2 3 4 5 6 7 8 MARCH S M T W T F S 23 24 25 26 27 28 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 1 2 3 4 5 APRIL S M T W T F S 30 31 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 1 2 3 4 5 6 7 8 9 10 MAY S M T W T F S 27 28 29 30 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 1 2 3 4 5 6 7 JUNE S M T W T F S 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 1 2 3 4 5 6 7 8 9 10 11 12 JULY S M T W T F S 29 30 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 1 2 3 4 5 6 7 8 9 AUGUST S M T W T F S 27 28 29 30 31 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 1 2 3 4 5 6 SEPTEMBER S M T W T F S 31 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 1 2 3 4 5 6 7 8 9 10 11 OCTOBER S M T W T F S 28 29 30 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 1 2 3 4 5 6 7 8 NOVEMBER S M T W T F S 26 27 28 29 30 31 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 1 2 3 4 5 6 DECEMBER S M T W T F S 30 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 1 2 3 4 5 6 7 8 9 10 258 2 City of Corcoran 2025 City Council Schedule (as of July 3, 2025) Below is a tentative schedule for City Council meetings and events - subject to change. July 10, 2025 • 2024 Finanical Audit Results • On-Call Policy • PUD Amendment Cook Lake Heights July 24, 2025 Work Session • Fire Services July 24, 2025 • Employee Handbook Update • Industrial-Commercial Update • Upward Acres Lot Line Adjustment/D&U Easment Vacation • Heather Meadows Buffer Zone • City Park CPA August 5, 2025 (*NOTE: Tuesday*) NITE TO UNITE August 14, 2025 Work Session August 14, 2025 August 15-16 Corcoran Country Daze August 28, 2025 • 2QTR Financial Report • Maple Grove Connection Charge Payoff September 11, 2025 • Set Not to Exceed 2026 Levy • Firearms Ordinance September 25, 2025 October 9, 2025 October 16, 2025 • Resolution designating 2026 Polling locations November 13, 2025 November 24, 2025* (NOTE: Monday) December 11, 2025 • Truth in Taxation - 2026 Levy 259